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PACIFIC HWY. SEWER SANITARY SEWER I A 1.i L I,..A1 'i 1'._)"""N l 1• B T n I FUITEN'S PLUMBING! I CITY OF TIGARD JOHN DILWORTH LARRY OVERBAY FLOYD H. PETERSE & HEATING CO. MARSHALL ASSOC BUNYARD & PETTI71 SANITARY SEWERS 0135 S. W. Ridge Dr. 4416 N. E. 60th St. 1455 Pine Street 1832 Pacific Avenue I! SYSTEM CONST. CC). CONTRACTORS,INC. 716 S. E. 71st S. W. PACIFIC HIGHWAY EXTENSION Portland, Oregon Vancouver , Wash. Silverton, Oregon Forest Grove , Ore, lj 8130 S. E. 'I olrnan St. 13102 S. E. King Rd. Portland, Oregon Portland , Oregoiz Portland, Oregon 9721. 5 BID OPENING: August 22, 1966 - UNIT --�.---_- - -- UNIT _.-__..---- -.------- I� I.� .._---- NO. OF UNI'' UNIT UNIT UNIT E1NIT . DESCRIV� TION UNl'T UNITS I-'RICI: ,I. � TO'1� .'3 L PRICE T©'1'AL PRICE _, 'Fzir'F TC��,�.43 . . 1,K _ �'�-�T `� I � ' � PRICE E T OT A .L PRICE OT � L.. 1 ' Fur i ____.R -__-- n shin-.& lac ing 8" concrete _._... ___ ____ .._ ____ _ • T. ___ sewgr-Pe lass C be4ding,, ince 1.---+ �n 8c ba c�,f ill -------- -ExcBva.t !2-' 8'- ,Depth ..__ .. .._ _ - 4a� lin..ft�. r fit,. .24, 345._ -- -- 3b 2Z� 536. 00. T.37 21:___96 _20 - ---.3. 5 .,�. Q. _ 5040� -04 ~ 300 40 - - -�_ _ 4 0 0 2 0 0 4�00- I I 440. 0Q - _x._65 I 674._00 _. 4`.. I.. 440 00 i 20 00_ _._ ____ ._._- . __. _ _ _ 0 0 ?4: 00 0 __ _._-_ _.. _ 4 5 0 1�_ _.,�__- --_ _�._2 1, 8 q Q. 0_�.__ __5 �Q 580 - w4,_00 -__ 2, 320. 00 4. 25 2, 465. 00 5. 32 _ _ 3 , 085. 60 4. 40 2 552. 00 5 2.5 3 , 045. 00 ? 50 4 350 00 ? 80 4 524. 00 _ _ _ � " 25._20 1� 060, so --.__ .._- -- - �...___. .-_ _ . . -_-- . ..___. �.�_-- (d) _ 1.21. 1-4-1-- .�. ..Q.4_ .4.. ___9182-00_ _ ._.. q5 .3� __L_632. 0 . - --___ __ Sa so _ _ _ _�� _ 224,__ 6. 5 0 1 3 2 6. 0 0- __.. ._ Z• Q0_ 2 44 8 0 0 __. jeI 141-,1br " �� 136 5._00 680._00 5. 90 802. 40_ . ?5 _ 1 632. 00 _ ---� --- -.._ _ _ _ 8. 1 , 190. 00 5. 50 +____ 748. 00 Z 00 r, ----�---- __..._.__ 1 �� 8. 50 ; 1 , .I 56._00 _ 14. 00 1 .. 904. 00 _ -- -__ 669. 60--- _.. _. 4!_?_5 ____9Q6. _ _60-42.5-9-_ _ 8. 0 0 1 6, 5U 1_8 ._ _ 674. 0 0 __R..�.4 _...__. Z. QQ_ _?`�.Q 0 -Furnishing & placing 6r r-_ c oxi..c.,_ sov�►e r_.. _ __..�.__.� _ ._ __-.�..---_._:____�. ..._._ in Cl s_ C_ beddli.ng , 1._cxcava- i n backfill invert d � 4. 46� _ _ , _ '_. _ .-e t_-depth 0_ to 8 ft lin, ft. 605_ _ 3. 25 . T_. _ 1 , 96.6. 25 3. 40 _ 2, 057. 0.0 2 698 30 2. 60 1 573 00 3. urnishi�ng &lacing 8''x4" conc. wxes _ _ -- 00 Z• __.44�.__._..__ _ _ or tee branches, complete withiugs each 30 15. 0. 8. 00 0. 00 95 12 360. 00 ��- -`- -- - - - -- - -_ _ �" ___-- _ 00 45 00 24 1 QO . So 1 , oo� I - 001 _ _ --------___ - 4 Fur_nishin & placing8 "x6" conc.�+► es _ 1 . 00 450. 00 r _tee bran:che-s .---c om fete with lu s sac 2 15. 00 30. 00 &-6-07711 16. 00- - 24. 00 Q _ _.__ - -- _ .. ._g__ _ __. - ----..-- - 1,2. 00 Q ,_ _l t? QQ QII - 6. 50 � 13. OQ2 0 0 0 � 5._ Furn. 8c�lac. 4" conc. seweripe_ ?.,(1_ - 15,..0�_�___..._ �3Q. QQ_.. ± house service in Class C bedding incl. excavation & backfill complete with _ _ - -�-� -- -�- fzttings and plugs _ _ _ lin. ft. 265 _--_ `. t__-- _ -3. 30� 8?4. 50 - � �93.� 2. So .,-662.- 50 - 00 1 , 060. 00 3. 75 ? 3. 60 954. 00 urn. 3. & lac. -611 conc._sewer_p pe _ _ ' _ - -- -- - - _ _ __..._ �.�4_;... 534._QQ_ -._ . - ho service in Class C beddLng incl. __-- xcav&ti cm .&..b &1L �.ckQQlets �h- fittings and lug$ - _ lin. ft. 38 _ 4. 50 171. 00 3. 29. 20 4. 46 1 b9. 4& 2. 60 4r� eQncre a sewer _-.._._._ 0�0 3. 80 144. 40 i 5 00 __I �Q 0 ---- p -e rj�et� - -__ lin.. ft�..._r.- ---- --. .15 _ 4. 00 6Q. 00 _ , _..... 1. - _ - - 4.___ _ --- _._ _ _ 1 20 18 00 2 00 3 0 - - j . _* 5-�-- 6 .2 0 0 6 0. 0 0 8. I a:'n. $c .ala c�. MH s for invert d-- e..p . ..$_' -.�t1e s_s.. ce►mp & +�ardT f ��rY� _ Type _A_ tL stand., 'a ,$c_ 5?�t� e . i .`_ _.. , s: _ 300 00 3, 300. 00 2Z5, 0 2 475. 00 _� Q9 ' 30 - - - �,- ,.. 0..0Q.� .__ 3� 30Q._ __ 9. 00 -- �SZ�__�'�_ � � r� e _B .wf stand f ra . e c ave r '� 5 � 400. 0 0 2 000. 00 3 l 0 � � � .-�--- - 3�tL...O.Q.�...---3*-85�_-L�-Q_- .- 3.1 Q - - - .bbl Y _ �� _._.._-.__ _ __..� 5. 0 1 75. o0 0 w.. - - - __. __- _, 5 0 0 24 _ _._.�.: .,. .1�Q� ? Q. 0 ���2 2 40 0. 0 0 0 0_ jLjType I? v�lstand._f axn� & c ce ' " 11 220. 002, 420. Oa 2 00 ZO _ 4 1 . 750 0i0 • � .._.._.�._.�..� 0 0 0 _. ..Z10 Q Q_ ,.__----- .- _. . 3- �.�.. 60. _00_ -.._ -OD, - _ _ .4Q, ';.....:�.� 2.10. _t10_.{._. 84Q..Q 29D _ U_ .4.7-5.... _ .Extra. _de th of--Type : - � . � --- p Type A. & _B_ WHs . __ lin. f�._.._ 30 34, 00 _.90Q._00 20 40. 600 QQ -20 D0. �__--- ac a ` 3 _. . _ _ - _ -- - ,:- 40.. Q _ . _.9D ._Otl � QQ _ _ ---.7 S.Q�_9 _2 3D QQ 0 _ oQQ _�F_ rn. & pl anQut � s tl t�__. � _ - foo o .. . _ 600, a � 35, 40 _- Z25 00 60 00_ �, ---- - t ..__ _. __t_ _._. _- _--.___ 1$.0._ 0_. ___65. 00.,_.__, . 1 ,5_. � 1 :zQ.,.�LQ ._.__1�Q.._4Q_ 1Q_4�4Q3f�9._0�_ _ 9.Q. -L ---&lect hed.duWClass ,B for. follo-w- ng sizes of pipe • w_6-inch - -- _ - __ _ -- _ _ _.___ .. . 34 _ .. _ ,. ___. x-81. 5-G- . 40 _ _ 2 lin..#.�.....� .jZ.4_`�_. -m-05__0L_ . -i __.�..:.._:..�.1$.1 5� 3 Q. � 42.. ,�.�.;. �5 �. _.� R.S ._ ���}.._0 _� �__1.3 a� �14J-JAY�• _�� ._ .s_ 3�_�_._..._ ��1 •_0 0-1 • 5 0 ' -.apt _ .� �.,► I 810 _..._7. _1,, 4. 0Q __. ZD_ ' 12. . .; Belect._bedding Class._.B _for �extrra, depth . cu. yd. --4___. _ .. L _._.Y.._�0�., 04.. . �_49�....,�� ..�4Q, OQ_ _.-5. 00-, .�..SQO. OO_ 3. � _ - ___..6._ 0.0-- 6 QD..OQ _._ � 00 t -13_ - ' c_r e t e-. b�ddi Cla s�_.� �o r f 41�.owi n I ?5 � 4U Q. QQ 6 0 0 -�--------_._.. �_ . _ _ ,t360 0 +-fin c&-pipe: 6-inch. 200_1_ -- -.-(a) 0 00 I+ �0 15 Dn Z. 60 2b �o l� 9 f10 as 4, Q� �� ._ _ -- _-_ __.- _. . . _..__._ __. _. . ____._. _ _ _ ___._-_9II. ,_._. _ 100 5. 00 ____-. 500. 00 �- _- ___. ._ _ „� Z 2.Q�.Q.Q 1. 5Q _ _._ _- �_ _.- .. . _ ...._.___._150�.Q,0�- .__ 2. 7 5 i _... _ 27 _L_ -. lect backfill _ cu, yd. Z 200. 3. 80 8, 360. 00 2. 2 k 0� - - _- __ . ______._. _- _ _ 9�; - , . _____ -Soo.-_ _ I7� �� 9 QQ 9QQ Q 5. 00 00 _ __ _4&_440I 3. 70 ' 14Q. 0 _ 4 0 T fi _ _ 0 JI 5. .__ fil..tratiog -te afro&..for.-th.� following �__.__._ _ � __ i _ _ _.._.. _._- _ _ - --- -.-- $ 3 50 7 700 00 3. 00 6 600 00 4. 00 8, 800. 00* +19j_zes of i e • -p p -- �a�- 6-inch lin. ftt,_.. - 605 _ _- 121 �_ . 15 1. 935. __. __ _ ._ - _- _+ .._._. _ . 20 _._____..,�..�_. . _ . 00 . __. A. ZS _ . 0? _. ._.__. 2. .. Z4 1 0 0 0 0 4 ._ 0 1 175.6 fbl 8-inch - �f -- 7. 620 10 ..�� 762. 00 - • 15 , _ :_18 .143. 00 . , 08 i b0 60 20 1 52 OQ • --- - •-- - - --- - - - -- ----- _ _ 16 � ttin r c bituminous ®urfacin lin. ft 4 _� . . - -- .. -�_ s__.-4. -. 5._ 1�_.1.�3..00._ .• 10. ?62._00_.. �_1.5_. . _ _1 , 13._00-- _ • - u g $ _ _ ep n. ._ . - I --- _ _ _ $, 2,� 8���. _ _. • 50 -- ly, 420 00 2. 50100 ao_.- ... 3 00. _._$ .5.20. 0Q 2 .00 -._.._._5 680__.0 1 80 5 .. 1 1 "._o0.- 2 50 .. _._ _ _.. _. ... _ . . -- _ _ l 1 ` C re la,c, ravel surfaci lin. ft. 150 t _. _ _ �..__.. .._.___, __ ?�.. __0s _?.. _. g._$>i. g __- - - __ . 30 ._-. __::w 45._00.1 -__ 1. 50 -_ 225. 00 __. ._._._. _.__ __._ ___... _{ ._._r _.._____..._. Z. 00_ 300. 00 x. 004 - -15Qg- 0 1 . 20 180. 00 , 30 45. 00 50 215. 00 18 Luber left in trench _ _-- t MBM _ 2 100. 00 _ . .200. 00_. _.�_. . 0�.._ _ 0 1 _ _ - __... _ . _. ___- .._ 80 00 160, 00 00 _ _.._ 80 00 160 50. 00 100 - - - _ _,. U . OU 20. 00. _ _ 50. 00 _ 100! 200. 00 -- 00 _.19.._4_cRt Off wall._..-- - .� ! each __ .� 0. _. 40. - j - i . _._.. .__ ---_._... _ _. _ - - . - . ._..- - --w. - _-- __ - ..._.__ . . - - - -- -- - __ _._. _ -- --- - ' .?. ? _ oo _ 1 0°. -- 4...O.Q 4... -AQ-a oo. 60. 00 � - .__. 120.. OQ. 50,_40 _.._:_..._1-00._ _0__0 8000 6 _4Q .._... 4...40.� 150, 00 1 300. 00 �- t- - - __ - , --.- _TOTAL BID PRI _�. C� �. .__....�... ..�.___..�.__ - _ ._ 5 ?.28j7_ __ Q,- _... ._ ._. ._ _._ . 3�' 3 . _ ..._ _._.�..� _ ? ,_924. ?5 _ _�. 840586. 75. . - - � 5? 49 75 _�. 62 .092. 3 62 5 1 f�,�i3 5 44 4 r TIME QF COMPLETIOI\l � . . _1_. 10 �: 1.ZQ --_ 1_.._ .... _-__ - » __ __ - .;.,.�_ 20 - _...14.Q_ . 100 Denotes corrected extension-4r totai .* t,Tnut •xce of 3. 0 c based a on co tractor in all ed to us ba run sa.n -� y p _- 4 - - _ -_.. _ .; Add $3. 00/c if contractor must use _ STEVENS, 'rHOMPSON, RUNYAN & RIES, INC. 5505 S. F. I��lilwaukie Ave. P. O. Box 02201 �. c on 72 0 2 P�,C I LFIC C HWY SEWER Portland, O r `� 9 I :0+ � � _�+r..+ ..rwn""w�r.. _ a �_... •...._... ... .... l .... _...� ��._ .1 - .1 �i ,.... � r' �' �M.ya.` r�ya•"C! r t YI"u.�'4. - 0F 9 •. � � � _ y � ..,�,� �j `�� � ..� ._y. » w r .r.:.r_�Tw�:.w+.. � q► . ...!v..+w.+�._.-,T �"_*v+r.A�/R .,. ..., .�. �, ji`� I ,- Il � l � l �illll � l� l� l � l �f� l �� tl���llilli�'1 Ij111�TI1 � i � r�l 1 ! I II1 ti I tj 1I III 1 � I � I � I � i I � Ilr� r I � I � 1 � 1 l � lll � l I � III � 1 1111111 1111111 I � II1 � 1 1 � 1 � �� 1 I � II111 1 � 1 � 111 1� 1 � i11 _ , NOTE : I F THIS MICROFILMED2 3 4 5 6 7 8 9 110 1 1 1,2 DRAWING IS LESS CLEAR THAN THIS NOTI(_� ; IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. 01- 6Z 92 LZ 9? SZ b2 E2 22 12 02 61 81 Li 91 S1 b I E I ? I 11 01 6 8 1 9► S 0 E Z �NI�1111�IIII�It11�1111�1111�1111�1111�1111,�II11�1111�INN�I111�N11�1111��It1�It���;+11�I111IHH�liil�il(L�IIII�IIII�II!I�Illl�ill lli#1'611111111111iiIII IIll ill iiTTTT V__ l�flil�illl��lllilllt�llll�llli�lill�lll����H 11�1111�1111�1`II�IIIIIIIII�ILII�iIl11lIW�ll �llLllill�.l�lll l�1,I�M ti r S Z.., � I Y OF I TIGARD , OREGON i SANITARY SEWERS S. W. PACIFIC HIGHWAY EXTENSION � I a, M Ir• F r1 ra d Se. cap L_003 ef U PeJ Geod I 1 I 1 '' ,, H �� ��' •�' fN foil I t: to •` 0 C I 1 �W : '::: , ,, INDEX OF DRAWINGS 1 tiz 1 : o rs I 'a USHEET FILE �= NO. TITLE NO. a: ti o'o P LAN - �,, ;: �. 63 P- 220-5 6698 1 a d ::��: 6P, 2 PLAN 6699 N,un �• ' ` 3 P L A N 6700 ti �. 4 P L A N 6701 VICINITY MAP 5 P RC F I L E 6702 � SCALE • I" _ 200' 6 PROFILE 67_ 3 7 P R O F I L E 6704 8 TYPICAL DETAILS 6705 K It it'S; uill-11 . Inc . Engino-rs/Mun tit rs PORTLAND. OREGON SEATTLE WASHINGTON w •.•.n.db�wwl�wn� .v .�..�:.+'.a.�M.fWfw. _. ... .. �. J � ` � I � ._`at. �,.. _ -•' _, .., :; '1 . � .. r .,r' ._I�,,,,""; .� -..r.. -r j.-—.� �:.•���..:"�"�•--..:_ ", i1NJ1�iCf"91r�•f"91� e1 . �Ilw�Mr�ll�■I�� �M� f 1r�,�,�'I,I,IIFI��II�rI��It��`F'tl�`lll��lll�l�lllll�llrlllijt-�i1����Illll`►�II��IIt�1�111;1�11 �I��I'►II,I.1�1�1 rII�III�III�III�iII�II��II►�(II �Ii��tl��l��ll�`tII��I�I�Io�IlII1t�ItIII�tI��I� 1 '�' 2 3 4 5 6 7 8 9 10 I I 12 ! NDTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOT IC&v-1T IS DUE TO �_,Df QUALITY OF THE ORIGINAL RAWING• 1 OE d2 92 LZ 9? S2 2 E2 22 12 02 61 81 11 91 S I b l E I 21 I I 01 4 9 L 9 S r E 2 I mass, �,► ��111u11111111unlilt IUIlII1�lIn111n�I11rb1u�m111II�11�uhIIIIm�In114#1 u�1111111unIuu111u�1u1111�II1n111u1�11111+11fitn11111r1i1111nn�rnlhntllniluttltudutt�uuhtu�HllMMf9l tl�unlu11�1n11nu�uulliulll�Iu�ulllllu�lu!lllultlullu.1i11W1tt11 "" - JULY 1992 cn ww o C', N cn 3 • v� b d� CI'T'Y OF 'TIGARD, ORLGON ORDIIIANCE No.67-.1LL .A .Ct, x-„ri!.RMINING THE FINAL CUST OF SEWER IMPROVIEME:NTS PACIFIC f1IOHWAY SEWER IMPROVt;ME1JT DISTRICT; DETERMINING tf ._tiY i3L,NtFITED SHALL BEAR ALL CF THL; COST OF THE iATIFYING AND ADOPTING THE APPORTIONME14T AND ASSESSMENT i., iiil Hi-.SPLCTIVis LOTS, PARTS OF LOTS AND PARCELS OF LA1,1D DISTRICT ACCORDING TO THE SPECIAL AND PECULIAR TkiiRisTO FROM THE IMPROVEMENT, SPREADING THE ASSES3- 1' .0 I.i'; ,ii. CITY RECORDER TO FNTER ALL ASSi3SSMENT3 IN A )1X;i1LT OP THE CITY AND DECLARING SAME; TO BE A LIEN ON ” •i'i'IV ^H'J+LHTIli3 UNTIL PAID; AND f)aCLARING AN EMERGENCY. CIi'Y ()1 TIOARD ORDAINS AS FOLLOWS' 1 COUNCIL FINDS THAT BY ORDINANCE No.66-32 adopted "swat d, 1966 the Council authorized and directed that r,,,i,;truetion of a sanitary sewer etyetem within the boundaries . PACIFIC HIGHWAY SFWE}i Ii4rROVEMFN'T DISTRICT as bounded esorlueo in said ordinance, be undertaxen by contract anti that I ar)r,K n6r, noo oven completed. ., C9,)dCIL FU'R7.'HkiR FINDS and hereby determines that the total filial cost of said sewer system is the sum of .,uct the Council further finds and hereby finally deter t.,at. all lots, parcels or parts of lots within the boundary ,1 )1.Lrict as defined by Ordinance to.66-32 are specially tttw , aiju to..ether shall bear all of the cost of said improvement. GoU.X11, FURTHER FINDO and hereby determines that tine ipr,ortionment of said cont of said improvement upon ench ',,I rt o1Jot or parcel, as prenares by the City i:na;ineer and as r'ortu in Litt- attached schedule entitled "S, T. Pacific fiitr•hway 1/1 i/',7 . wi,ich by reference heroin is made a part hereof, is •or ill, to t rw Rpecial and nncultar beaefita aeoruint� thereto from 1. t-,prover ent. t t,,,, 4- :h- City Council further finds And hereby deterr'tines that tnr-� city Hecorder of Tivard has heretofore mailed or at to ue perraonAlly delivered to the owner of each lot proposed Rasessec. a notice of said assessment . which notice stated the ,unt or th- assessment proposed on that property and also stated 1- 1 n� which tine objections shall be filed with the C1_,y fieoortier r-r ,ulrin that any Ruch ob3eetiotis shall state the grounds therefor. L I'),, ,ho City council finals that at its revular meeting of tlebl^uary 27. 1)67 the City .nwineerla estimates of asse.Rra. -,t nnu all objections thereto filed with the City Recorder were ,,. : uotasiuereo s.a.a the City Council does hereby determine the said onanontti to be prop4rly apportioned and according to the eheeial ;,ecrltar benefits Rccruinz to each parcel, part of lot or lot + ti,Jn nat , sewer imrrovement dit4triet , and each lot, parcel or part t ,t an tient nFteJ iu tt:e attached apportionment schedule, be, and „P In heresy . Na9essel and charged with the total swn shown t i r ,A ;c' o.67-. /� . -,n tie line opposite each thereto and name shallconstitute a lien t.t, r0l)-'ainst from and after the passage of this ordinar:tce and entry ,`reef in the City Lien Record an hereinafter provi<ieti. Ctlu_i G. 'ane City Recorder be, and she Is hereby, dj.:reoted to enter each and all of said lots, parts of lots or parcels amount of assessment thereagainst, as shown by the attached ,•; I'iule. in the Lien Docket of tine City separate from other prior suunequant assessments and same shall constitute a lie,i against �;j res,ective lot, part of lot or parcel and bear interest at 69 :�riiium until paid. 'ration '7 Inasmuoh au it in necessary for the preservation of the public peace, health and safety of the people of the A ty or Tigard that this ordinance take effect immediately in oruer tl,;,r, final provision may be made for payment of the cost of con- .ztruction or said sewer system and the final determination of the •,sueasments therefor, an emergency is herebv declared to exist and L. is ordinance shall be effective upon its pasr.arre by th" t;ounuil I'r sl•.nature by the Mayor. Ny unanimous vote of all Council members present, after beinT read this 27th dev of February, 1967. /s/ ".onnie 3. Andrews V the Mayor this 27th day of P'ebruary,196T. s Elvin C. K 1• ayoir�- `o fiigerd- _ -- ORUVWICI< No.67-- ,D t. 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N N N N N N N N N N N M -4 _s 3F'4FR IJNF F'F:RM1'C f'ermi.t a C of T-1-1-67 WHEREAS, the City of Tigard, a__municipal corporation of _ Tigard , Orerron, hereinafter called "Applicant" has filed an applicsition with th,� Wn,,t;inaton r;ount,y Aonrd of Commissioners for permission to install a sewer line or lines for the trnnsminni.on of :,Pwnge nlcnp, over and/or Across certain County roads; and WHEREAS, the mntter having been fully considered by the 'dashinrrton rount,y NoF,rd of Commissinnern, And -it being the opinion and ,judgment of said BoArd of Commissioners that the application should he rrrnnted and a permit As prnyed for therein should be issued: IT Tri THERXF'ORF )RDEREI7 that the application of the City of Tiaardl of Washington County____ for permission to install said sewer line or linea along;, over and/or acro.^c, they r"nunt,y roads At t.hk- locntion,s ns herelnnfter more rorticularl,y described, be ApFroved ,and that permit be jronted the said Applicant to install said sewer line or lines r,lonr or acro^ Aid County roads within the limits bounded and described ns follows: on S.W. McDnneld from 99W Earterly to 104th Avenuer on S.W. Frewing StreAt from a point 120' rasterhy of 99W to 550 feet eaetorly of 99WI on S.W, rarrett Strmet from a point 160 feet Easterly of 99W to 430 feet Easterly of 99W, an shown mn the attached plane . SUBJKCT, HOWEVER, to and upon the following_, terms, conditions, require- ments and arreements: GENERAL PROVISIONS I . The word Enr►ineer, as herein used, shall mean the County Engineer or his duly authorized representative. ;'. The Applicant herein agrees to employ any and All methods in the construction of a-id sewer linea which the Engineer may renuire in order to properly protect the County roads from damare both during, construction of said sewer lines and subsenuent to their completion. 3,. During the instal.lstion or construction of said sewer lines ami during the repair of said linen, the Applicant shall at all times maintain such watchmen, bnrricndes, ani other anfet,y devices an may he necessary to properly protect trnrric upon said County roads and to wirn and safeguard the pub'i.c nr•ninst injury or ,dsmrtrre resulting from the otrrations of ^nid Appli.cnnt in the construction and mAintrnance of smid vewer lines. All bnrricndes and obstructions shall bear lir!hted sipno'. lip,htn during the hours between nunset. And sunrise. -1- 4. The Applicant shall indemnify and hold hnr.ml.ess the Washington County Board of Commissioners, dashinpton County, and all of the officers, 'employees or nFents of the Washington County Board of Commissioners and the memher.s thereof, aaninst any end all damnrres, claims, demands, actions, cause of action, costs and expenses of whatever, nature which may result from any injury to or death of any person, or for the loss or damAge to property of any kind or nature, including the County road facilities or structures, property, or enu.ipment used or owned by Washington County or its Board of Commissioners, and fnciii.ties such as wires, lines, poles or pipe lines, which may now or may hereafter occuh,y the right-of-way of said County roads, when such injurv, death, Joss or d;amape is due to the existence of said sewer lines or to the construction, install,,tion, maintenance, rep,a.ir, r.•movnl, operation or use thereof, or to the ;:ontentr therein or therefrom. 5. The Applicant shall. no conduct hit, conotructinn that there shall be no interference or interruption of the traffic upon and along the County roads. rho Nnpl neer may specify detrjils in connection with the handling of traffic and such sperificotions shall be complied with by the Applicant. 6. Thin permit is isnued with the specific understanding, th>it the snme i : subject to all existing public and private r.iFrhts in and to the richt-of-waxy of the County roads, and the same constitutes the consent of the Washinr*ton County Board of Commissioners to the installntion of the snid sewer lines only to the extent that the said Washington County Board of Commissioners has legal authority to Frant such consent. 7. If at any time in the judgment of the sr;id Board of Commissioners the presence of snid sewer line upon the rimht-of-w8y of said County rand is detrimentnl. to tho interests of said County roads or to the proper repair, mainte- nance or reconstruction of the rs.nme, the Warhington County Board of Commissirine:rn may Five notice of such fact to said Applicant, and upon receipt of such notice the Applicnnt nr*rees to conform promptly to the ren uirementrs of the said Wanhinrton County Board of Commisrioners with respect thereto. 8. The rssoid Applicant shall at all times keep said sewer line free from all leaks Ansi in a pood tstnte of repair no that no damage or injury will be done to the said County roads. 9. The entire cost of inntnllinp said sewer lines, including the cost of materials, trenching, laying, bnckfill.ing, supervision and inspection, and any other expense whatever incident thereto, is to be paid by the Applicant. The Applicant shall reimburse the Washington County Board of Commissioners for any end all expenses incurred by !said Washinrrton County Board of Commissioners in connection with said installation, and such reimbursement shall be made by snid Applicant wit within ten (10) days after being hilled therefore by the Washington County Board of Commlanioners. 1.0. Any supervision or control exercised by the Envineer nhnll in no way relieve the Applicant of any duty or reaponsihil.i.t,y to the >'enerAl. lublic, nor shall such supervinion or control relieve said Applicant of nn,y linbilit,y for loss, damarre or injury to perronn or property nuntni.ned by reason of the inntrallatirin, mninte- nnnce or repnir of raid newer liners, nor of the Applicant's liability for damage to said County roads. 9 -2- 11. If for Any re!) on it becomes necessary in the iudgem-ant of the el-whington County Bonrd of Commissioners or the Engineer to disconnect the said sewer liner, or any .section thereof, for the purpose of repair of the said County roads or any work or improvement thereon, or if the said County roads are being dmmnred or endnngered by reason of the presence of said sewer lines, or the seeFir,e of pas or liquid therefrom, the Washington County Board of Commissioners may give the said Applicant ten (10) days written notice to turn off the gas or liquid, and should snid Applicant fail or neglect to do so, then the said Board of Commiss'oners or the Engineer may disconnect said sewer lines or turn off the ran or liquid, and by iso doing; neither the County, Washington County Board of Commissioners, nor its Engineer, or employees shall be liable either officially or pHrsonally for any damage or injury sustained thereby, either by the said Annlicnnt, consumers or pntrons, or persons to whom it owes a responsibility or linbili.t,y. 12. It in understood and ngreed that the Wn:>hi.naton County Board of :nmmi nioners shall not be held responsible or liable for injury or damage that mr+y occur to snid sewer lines or any connection or connections thereto, by reason o° any construction or mnintenrince operoti.ons that. may be carried on by or under thl, direction of either the Washington County Board of Commissionerm or nn,y duly authorized rf,hrf!sent:ative of raid Board of Commissioners, or by any person constr- ucting or instaliinr, maintaining, repairing, operating or using any facility pursuant to n permit heretofore or hereafter issued by the Washington County Hoard of Commissioners. 1�. Applicant or his contractor shall. obtain liability and property damage insurance providing covArr-ive arninst Any claim, demand, suit or action for property dmmnfre, personal injury or death, resulting from nny activities of the Applicant and hi^ or its officers, arrents, emnloyee.n and contractors, in connection with the construction or mraintennnre operntions of said sewer lines. Staid insurnn.r shall provide coverarre in the amounts: $50,000.00 for property damage resulting from any single occurrence, and S100900r.00 for the death or injury of any person, subject to a limit of 8200.000.00 for the injuries or deaths resulting; from a rinrle occurrr.nce. Copies of such policy or policies of insurance, or certi- Ficntes evidencing the same, shall be submitted to and approved by the District Attorney for Warhinpton County before any work is commenced under this hermit. The Applicant and/or his contractor's insurer shall giv,, the Washingtnn gount,y Board of Commissioners (10) 4-,,ya written notice in Advance of any canceilation of insurance renuired in the Lerma of this permit, 14. It in understood rand nrrreed that the Applicant shall provide a •,uret,y bond in favor of Wnshington County for the sum of Dollars to be effective berrinning on the date on which the Applicant's contr•3ctor shall enter upon the right of way of said County roads pursuant to the terms here- under and commence excavation for the construction of said newer lines. It is further understood and agreed that the n'uret,y bond will remain in force for a period of one (1) ,year following the completion of the construction and installation: of amid sewer lines and repair of said County roads. PROVISIONS RELATING TO LOCATION AND CONSTRUCTION 15. The backfilling of all trenches and tunnels must be nccomplinhed Immediately after the newer linen have been rlaeed and ter-ted and must he well -S- 9 tamped and compacted so as to allow the least possible amount of subsequent nett.lement. All debris, refuse and waste of all kinds which may have accumuiAted upon the said right-of-way by reason of the operation of the within named applicant or his contrnctor may be removed immedintel,y upon completion of said construction operation and the right-of-way must be restored to nt least as good a condition as it wan prior to such operation. All work in connection with said sewer lines construction must be done in a neat and workmanlike manner and under the general ::ua-ervision of the Engineer, whose decision shall. be final with renpect to any of the terms, conditions, stipulations and provisions of this permit and must moet with hi., approval. 16. Where said sewer llnrr3 crops the County roads, they shall be installed on :a line a.: described in this hermit. 17. At no point nhall the top of the sewer lines be less than thirty ( 50) inches below the trade of the rand or beneath the surface of the ground at that point, i.f the rrr( and be lower than the Grade of the County roads. 1.8. Where thn newer liner, Are In the traveled portion of Paved roadway, thF top twelve (1.?_) inches of hackfill shall he ten (.1.0) inches of 2"-0 compacted brise rock, "- d the remnininr two (2) inches (leveling course) shall consist of Vhll minus crushed rock or 1-ravel . 19. In event that the earth backfill below that portion of the trench to he filled with base rock is not sufficiently stable to support the required amount of crushed rock or gravel, it is agreed that the Applicant will take all. steps necessary to insure that the required depth of crushed rock or gravel will remain free of soil or clay and that no pumpinF action will result. 20. The K,Avement on said roads Shall be rvstored by placing hot asphaltic concrete (Class 8) with A compacted thickness enual to that pavement which was removed. The edrer, of the exir;tinP surfacem surrounding the trench ^hall be clean and properly trek+,ed with bitumuls to insure a bond between the existing pavement and the replacement m.it.l!rial. The restored pavement shall be finished to A smooth riding surface. DATED, this day of k1L_L12A.44 19 WASHINGTON COUNTY BOARD OF' COMMISSIONERS .-,. L 0Chairman Commissioner A'1'TE,ST: Commissioner r'ount.y r�Ierk Commissioner By: _ DO.pi't y Commissioner (SEAL) -4- tl ACCUTANCF OF F!'RMIT In con sideration of the benefit - r,ccruinr to City Of Tigard Of MQird , Oregon, by reason of the forerroinr. r,ermit, the snid permit is hereby accepted by _S ty of Tfgard , and it does hereby oaree to comply with all of the terms, provisions, stipulations and conditions therein contained. r DATED this day of , 19 ed4t,141 Ci y Administrator ATTEST: t'Y City Recorder, WHFRFAS, —l'ityof T'aard has npp i i.ed to the Enrrineer for Warhinrrt(-)n County, for a permit to instnll a S" •Ower line in Washington County Pond beinF Road No. 430#713 ,and 1067 nnd: WH1�;REAS, Washington County, State of Orevon, normally renuires that tin ripplicAnt for such a permit provides for the furnishinp, of s corporate surety bond guaranteeing that if such pipeline he installed within the County Roadway that the said installriti.nn shall. be.: done in conformity with specifications and requirements established by the Roadmaster and that the RoAdwny be returned, subsequent to the installation, to such condition that the same ware prior to the instralintion: and WHEREAS, The County Engineer for Weshinpton County, Oregon, pursuant to Authority Rranted by the County Court of the State of Oregon for the County of Washington has agreed that if the Applicnnt will perform the work within the County road in conformity with the permit and shall restore the County Road An by said permit provided and Atrree to repair the roadway for a term and period of five (5) ,yearn without cost to WAnhington County for any damages or repairs required resulting by reason of any deficiency in the work that the requirement for a bond shnl.l be waived. NOW, THFRFF'ORM, The Applicant in consideration of the grnntinr of the permit Attached herewith an the waiving of the bend As therein specified do agree to perform the work within the County road in conformity with the permit And shnil restore the County Road as by said permit provided and arrrees to repair the roadway for a term and period of five (5) yeF,rs without cost to WnshinRton County for any dAmepes or repairs required resulting* by reason of any deficiency in the work. CITY OF TIGARD R Y —Rook e� t K. Logan, C�Administrator Stevens, Thompson, Runyan & Ries, ine. Engineers/Planners PORTLAND, OREGON SEATTLE, WASHINGTON 63-P-220-5 August 29, 1966 Honorable Mayor and City Council City of Tigard Tigard, Oregon Re: Construction Bids for Sanitary Sewers S. W. Pacific Highway Project Gentlemen: We have reviewed the bids received by the City on August 22, 1966 for construction of the S. W. Pacific Highway Sanitary Sewer Project. These bids were referred to us by the City for advisement, and our report is submitted herewith. A total of seven bids were received. The low bidder is Dilworth Excavating Company at $56, 728. 75 with time of completion named as 120 calendar days from execution of the contract. Other bids range from $57, 490, 75 to $84, 586. 75, as the enclosed bid tabulation shows in detail. The engineer's estimate for the project was $61, 600. 00. Since we have had no previous construction experience with Dilworth, we have referred to both the City of Portland and the City of Beaverton for comment on his capability. It appears that he has performed satisfactorily and is experienced in this type of construction. The pre qualification statement submitted by Dilworth indicates that he is Satisfactorily financed and equipped for this pruject. In analyzing Dilworth's bid we note that Item 16, "cutting and replacing bituminous surfacing'', is bid at 500 per lineal. foot, while none of the other contractors bid less than $1. 80 for this item. It is our opinion that Dilworth's bid is either unbalanced in this respect or else that he has made a mistake. Mr. Dilworth called us today to inquire about the status of the project and we brought this item to his attention. He had previously received a copy of the bid tabulation and was aware of the low figure that he had given for this item of the work. He went on to say that he must have made a mistake ; however, lie also said he had enough money in the other items of the job so that he felt he could perform REPLY t01 8809 0.S.MILWAUKIE AVS • POST O/PICS ■OK 07901 . PORTLAND. OREGON 97202 • P-ON[ (EO!) 234 0721 Stevens,Thompson.Runyan & Rtes.Inc. En/i..,.ere/Planners Honorable Mayor and City Council -2- August 29, 1966 the paving work without being seriously injured. If the City offers the project to him he has implied that he will sign the contract and that lie would expect to begin work in the middle of September. It is our feeling that inasmuch as lie is aware of this situation regarding the paving work and yet desires to have the contract that the Council should receive no complaints from Dilworth if he is awarded the project. Your City Attorney may be able to provide additional advice in this respect. Based on his low bid and evident ability to perform the work to the satisfaction of. the City, it is our recommendation that Dilworth Excavating Company be awarded the contract for the subject project. Very truly yours, STEVENS, THOMPSON, RUNYAN & RIES, INC. By: Gilbert R. Meigs J Senior Associate GRM:jdv Encls. cc - Fred Anderson NOTICE TO CONTRACTORS AND PART V WHICH CONTAINS THE PROPOSAL AND FORMS FOR CONSTRUCTION OF SANITARY SEWERS S. W. PACIFIC HIGHWAY EXTENSION For the City of TIGARD, OREGON --- 000 --- CITY COUNCIL, Elvin G. Kyle, Mayor Floyd H. Bergmann Chester E. Klock, Sr. Harvey L. Knauss John Well --- 000 --- Rohert K. Logan, City Administrator STEVENS, THOMPSON, MUNYAN & RIES, INC. 5505 S. E. Milwaukie Avenue P. O. Box 02201 Portland, Oregon 97202 4255 OREGON C, 4), 2, XI) 12 FOREWORD The documents and forms which appear herein o= for which pro- vision is made, must be used in submitting proposals to construct Sanitary Sewers for the City of Tigard, Oregon, which is covered by the plans and specifications therefor. This Part V contains: (a) Notice to Contractors; (b) Proposal Forms; (c) Typical forms for Agreement and Performance Bond, both of which are subject to change by the Attorney for the City. l.g NOTICE TO CONTRACTORS For The Construction Of SANITARY SEWERS S. W. PACIFIC HIGHWAY EXTENSION For The CITY OF TIGARD WASHINGTON COUNTY, OREGON --- 000 -.-- Sealed proposals for furnishing all material, equipment, labor, and services of all kind for the construction of a Sanitary Sewer System for the City of Tigard, Washington County, Oregon will be received at Tigard City Hall, 12420 S. Wm Main Street, Tigard until 7:30 P. Mm on the 1 �,., day of /��ir ; T-, 1966, and immediately there- after said proposals will be publicly opened and read. A contract will be awarded or bids will be rejected within thirty (30) days after their opening. The project consists of approximately 8L40 feet of gravity sewers, 31 manholes, and other associated work. Plana and specifications may be examined at the office of Stevens, Thompson, Runyan & Ries, Inc. , Consulting Engineers, 5505 S. E. Milwaukie Avenue, P. O. Box 02201, Portland, Oregon 97202, or at Tigard City Hall. Prospective bidders must qualify as required by the Oregon Statutes. Prequalificat.ion blanks may be obtained from the engineers or the bidders may use the regular AGC form for such purpose. Copies of said plans and specifications may be obtained upon application to the engineer accompanied by a deposit of $25. 00 for each set of plans and specifications, only $15. 00 of which will be refunded to those who return the plans and specifications in good condition within fifteen (15) days after the date when bids are received. ilf':'S 'l�!I�+'.O:W.°�Fd�RYIMkRMBYr'YeMJw.I.Y1Yllid..no'MIWa16YM+diYi++M1iA.7W'd1ilYWi/�{L.YYKNgr�kVNMdWI%�L�Nf�uWkihOl+WrLYwtwVuYw.Jrct/WY.a'N+'•.�xNw.iNwc4NWNWFwu.+w •. -".".+kah All proposals must be submitted on the regular forms furnished with the specifications and each must be accompanied by cash, certified check, or bid bond in an amount not less than five per cent (50/6) of the total bids. A corporate surety bond in the full amount of the contract will be required to guarantee its faithful performance. BY ORDER OF THE CITY COUNCIL Monnie Andrews, City Recorder PROPOSAL TO FURNISH ALL LABOR, TOOLS, EQUIPMENT, AND SERVICES REQUIRED FOR THE CONSTRUCTION OF SANITARY SEWER FACILITIES FOR THE CITY OF TIGARD, OREGON, AS THE COMPLETE SCHEDULE OF PRICES WILL INDICATE, ALL IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS THEREFOR WHICH ARE ON FILF AT THE OFFICE OF THE CITY RECORDER, TIGARD, OREGON. Name of Bidder Address �� 7/��.. To the Honorable Mayor and City Council Tigard, Oregon Gentlemen: This proposal is submitted as an offer by the undersigned to enter into contract with the City of Tigard, Oregon, hereinafter sometimes re- ferred to as the owner, for the furnishing of all materials, labor, tools, equipment, and services required for the construction of sanitary sewers for the City of Tigard as shown by those certain plans and specifications which are on file at the office of the City Recorder, Tigard, Oregon, and which are a condition hereof with the same force and effect as though they were attached hereto. This offer is conditioned on the following declara- tions as to the acts, intentions, and understandings of the undersigned and the agreement of the City of Tigard to the terms and prices herein snhmitted: 1. All of the specifications and the drawings which are listed therein have been examined by the undersigned and their terms and con- ditions are hereby accepted. 2. Said drawings may be supplemented by additional drawings and specifications in explanation and elaboration thereof and if they are not in conflict with those referred to in Paragraph 1 above they shall have the same force and effect as though they were now attached hereto and, when issued, they shall be accepted as contract documents. 3. The quantities stated in connection with the price schedule for the contract submitted herewith are approximate only and payment shall 63-P-220-5 Proposal - Page 1 be made on the unit prices named for the actual quantities incorporated in the completed work. Only those items for which estimated quantities are given may be increased or decreased at the unit prices named. If there shall be an increase in the total payment for an item covered by a lump sum price, it shall be computed on a basis of Extra Work for which an I increase in payment will have been earned, and if there be a decrease in I a lump sum payment for any such item it shall be made only as the result of negotiation between the undersigned and the owner. 4. The undersigned shall furnish the bonds required by the speci- fications and comply with all laws of the State of Oregon which are perti- nent to construction contracts of this character even though such laws may not have been quoted or referred to in the specifications. 5. The cash, certified check or bid bond accompanying this pro- posal shall be forfeited to the City of Tigard, Oregon to the extent of 5610 of the amount of the bid in case this proposal is accepted by the owner, represented by the Mayor and the City Council, and the undersigned shall fail or refuse to execute the contract and furnish the performance bond re- quired by the specifications, all within the time limit named therein and in accordance with the provisions of this proposal and the plans and speci- fications which are a part hereof. 6. The undersigned submits the unit prices set forth herein as those at which he (or they) will perform the work involved. The exten- sions in the column headed "Total for Item" are made for the sole pur- pose of facilitating comparison of bids and if there are any discrepancies between the unit prices and the total amounts shown, the unit prices shall govern. 7. All schedule items for which forms are provided herein shall be completed in full. by the showing of a unit or lump sum price for each item thereof. 8. Unit prices, with whi( )re included lump sums for cimbina- tion items as herein named, shall used as the basis for computation of the total compensation to be received by the undersigned, all in accord- ance with the completed schedule of prices as follows: 63- P-220-5 Proposal - Page 2 CITY OF TIGARD, OREGON SCHEDULE OF PRICES FOR SEWAGE COLLECTION SYSTEM Item Total Unit Total No. Item Unit Units Price Price 1. Furnishing and placing 8-inch concrete sewer pipe in Class C bedding including excavation and backfill, invert depths as listed be low: (a) 0'- 8' Depth lin. ft. 6, 260 $ , 9Q $�� �,Y,nm (b) 8'- 10' It it 360 $S, (c) 10'- 12' 11 ft 580 $ (d) 121- 14' " it O f 204 $/�,O G $ O .� (e) 14'-16' It 136 $iy, c+ a $ o,_'i'_oQ r (f ) 16'- 18' " " 93S 2. Furnishing and placing 6-inch concrete sewer pipe in Class C bedding including excavation and backfill, invert depth 0 to 8 fee' lin. ft. 605 $y J1,0 $ 9ev, 0 / 3. Furnishing and placing 8"x4" concrete wyes or tee branches, complete with plugs each 30 $lj:C 0 $ a-o, dL) 4. Furnishing and placing 8"x6" concrete wyes or tee branches, complete with plugs each 2 $ y 1L $ 5. Furnishing and placing 4-inch concrete sewer pipe house service in Class C bedding including excavation and backfill, complete with fittings and plugs lin. ft. 265 $ $ 6. Furnishing and placing 6-inch concrete sewer pipe house service in Class C bedding including excavation and backfill, complete with fittings and plugs lin. ft. 38 63-P-220-5 Proposal - Page 3 CITY OF TIGARD, OREGON SEWAGE COLLECTION SYSTEM Item Total Unit Total No. Item Unit Units Price Price 7. Furnishing and placing 4-inch concrete sewer pipe risers lin. ft. 15 $3.G� $ 8. Furnishing and placing manholes for invert depth of 8' or less, comulF:te and ready for service: (a) Type A with standard frame and cover each 11 (b) Type B with standard frame and cover (c) Type D with standard frame and cover " I 1 $i [ $ D 0 (d) Type D with watertight frame and cover 4 � y Extra depth of Type A & B manholes ]in. ft. 30 $_�d:G U $ ceded no 10. Furnishing and placing 6-inch cleanouts, complete each 3 $?,cf, 6,6 $ 17Q. 0 11. Select bedding Class B for the following sires of pipe: (a) 6-inch lin, ft. 605 $� 7�j $ (b) 8-inch it 7, 620 4�7, 7c5 $ 12. Select bedding Class B for Extra depth cu. yd. 100 $/ Q _ $ 13. Concrete bedding Class A for the following sizes of pipe: (a) 6-inch lin, ft. to $ p Q $ -19C7 (b) 8-inch it 100 $S.crn $ SOQ. d 0 14. Select backfill cu. yd. 2, 200 $y, p p $ Q 15. Ex.filtration Testing for the following sizes of pipe: (a) 6•-inch lin. ft. 605 $ (b) 8-inch it 7, 620 $O. 63-P-220.-9 Proposal - Page 4 CITY OF TIGARD, OREGON SEWAGE COLLECTION SYSTEM Item Total Unit Total No. Item Unit Unita Price Price 16. Cutting and replacing bituminous surfacing lin, ft. 2, 840 $ 7/p Q,D6 17. Cutting and replacing gravel surfacing ]in. ft. 150 $ 18. Lumber left in trench MBM 2 $ tiDOrQ�3 19. Cut rifi wall each 2 $ SQ 0 6 $ TOTAL BID PRICE 63-P-220-5 Proposal - Page 5 9. In naming the above prices, it is understood that they include all items of material and work required to complete the contract in accord- ance with the plans and specifications. If any material, item, or service required by the plans and specifications has not been mentioned specifically among the various items of the above "Schedule of Prices" the same shall be furnished and placed with the understanding that the full cost to the owner has been merged with the several prices named in the "Schedule of Prices". 10. The undersigned agrees that the "Time of Completion" shall be as defined in the specifications; and further, the undersigned agrees to complete the work required within the following time after execution of the contract: calendar days. Firm Name of Bidder: / Signature of Bidder: -- Official Title State of Incorporation, if Incorporated. Dated at This ,� -2 day of 196Y,G Acknowledgment of Addenda Addenda / have been received. Signature of Bidder: 71. 63-P-220-5 Proposal - Page 6 AGREEMENT* THIS AGREEMENT, made and entered into this ` day of , 19 by and between --- (the official name, form of organization, and address of Contractor - if partnership, name of partners) hereinafter called the "Contractor" and (the official name, form of organi- __ hereinafter called the "Owner". zat.ion, and address of Owner) WITNESSETH THAT; WHEREAS, Pursuant to the invitation of the Owner, extended through an officially published "Notice to Contractors", the Contractor did in accord- ance therewith, on the _ day of , 19 , file with the Owner a proposal containing an offer which was invited by said notice; and WHEREAS, the Owner has heretofore determined that said offer was the lowest and best submitted. NOW, THEREFORE, IT IS AGREED: First: That the Contractor shall comply in every way with the re- quirements of those certain specifications entitled: (Official Title of the specifications and a statement of the Limits to which they apply) Second That in consideration of faithful compliance with the terms and conditions of this agreement the Owner shall pay to the Contractor at the times and in the manner provided in said specifications the total sum of which sum is subject (the basir- contract price both in words and figuree) however, to increase or decrease in such proportion as the quantities named in said proposal are so charged, all as in said specifications and proposal provided, *Note: This form is subject to change by the attorney or other person authorized to represent the Owner. Agreement - Page 1 Third: That the time of completion is (the number of days, the limiting date, or other p:ovision which is consistent with the proposal) Fourth: That the contract documents which are hereby made a part of this agreement by actual attachment or by this reference thereto are as follows: . 1. The "Notice to Contractors", being the invitation to submit a proposal; 2. The Specifications named above by title; 3. The Detailed Plans listed and described in said specifica- tions, together with those which may be issued as sup;.)lements thereof, and 4. The Proposal of the Contractor which was submitted on 19 , the original or a conformed copy of which is hereto attached and marked "Exhibit A". IN WITNESS WHEREOF, said Contractor and said Owner have caused this Agreement to be executed on the day and year first above written. Contractor By And Owne r (Seal) By (Title) And (Title) Agreement - Page 2 PERFORMANCE BOND* KNOW ALL MEN BY THESE PRESENTS, That we, (the official name, form of organization, and address of the Contractor and, if part- as Principal, and nership, name of partners) (the name and address of a corporation, duly authorized to do a general the surety) surety business in the State of as Surety, are jointly and severally held and bound unto in (the name and address of the Owner) the sum of (the basic contract price, both in words and figures) for the payment of which we jointly and severally bind ourselves, our heirs, executors, administrators, successors, and assigns, firmly by these pre- sents. THE CONDITION OF THIS BOND IS SUCH THAT WHEREAS , the Principal herein (name of the Contractor) on the day of , 19 entered into a contract with _ the Obligee herein, which contract (official name of Owner) consists of (list of the Contract Documents as named in the contract, including the contract itself) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - *Note: This form is subject to the approval or change by the attorney or other person authorized to represent the Owner. Performance Bond - Page 1 all as hereto attached and made a part hereof, whereby said Principal under- takes to do all labor, furnish all plant and equipment, and furnish all material, in accordance with all the terms and conditions set forth in said Contract Docu- ments; and promptly to make payment for all labor, services, and material and pay sums due the State of for industrial accident insurance; and to save harmless the Obligee from any claims for damages or injury to property or persons arising by reason of said work, as set out more fullyin said Contract Documents; and to do and perform all things in said Contract Documents required, in the time and manner > id under the terms and conditions therein set forth; and in conformity with all laws, state and national, applicable thereto. NOW, THEREFORE, if said Principal herein shall promptly pay all persons furnishing labor, services, material or insurance to said Principal, or to his subcontractors, or to their assigns, on or about said work; and shall save harmless the Obligee, its officers and agents, from 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 them in said contract undertaken, and as by law, state and national prescribed, then this obligation shall be void; but otherwise it shall remain in full force and effect. PROVIDED. HOWEVER, that this bond is subject to the following further c onditions: (a) All material n-ieu, and all persons who shall supply such laborers, mechanics or subcontractors with material, supplies or provisions for carrying on such work, shall have a direct right of action against the Principal and Surety on this bond, second only to the right of the Obligee under this bond, which right of action shall be asserted in proceedings instituted in the 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 i - 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 then ?on). (b) In no event shall the Surety be liable for a greater sum than the penalty of this bond, or subject to any suit, action, or proceeding thereon that is instituted later than twelve (1.2) 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 thereunder or the specifica- tions accompanying the same shall in any wise affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration, m addition to the terms of the contract or to the work or to the specificatio .s. IN WITNE`­,S WHEREOF, the parties hereto have caused this Bond to be executed i - - this day of 19 (SEAL) (SEA L) (S EA L) (SEAL) (Principal) Witnesses: (SEA L) (SEA L) (SEA L) (Surety) Countersigned: By Resident Agent r Performance Bond - Page 3 MAF111111111111fJ BID BOND C BOND NUMBER ,w• — f14 owou� GF Covrrage is provided in the Company designated by letter iNe3uiiANc� A Stock Company BUNYARD 6 PETT IT Principal WHERE YOU ONE G=GLENS FALLS INSURANCE COMPANY, Glens Fails,N V M=KANSAS CITY FIRE 6 MARINE INS,CO,. Kansas City, Mo. CITY OF T I GARD, OREGON, Obligee 1 Five per cent (5%) of the total amount of Amount of Bond (express In words and figures) the bid 1 August 22, 1966 Date of Bid August 22, 1966 Date Bond Executed NEW AT ^ �I TvConstruction of Sanitary Sewer System t•rEtl Bt' THESE PRESENTS, that we, the above named Principal (hereinafter called Principal), as Principal, and the ,tod Company, (hereinafter called Surety), as Surety, are held and firmly bound unto the above named Obligee (here- 1 ! 'i)l qee) in the Amount of Bond stated above, for the payment whereof Principal and Surety bind themselves, their fmm stiators, and successors, jointly and severally, firmly by these presents. 11 F 1 A the Pf n: pal is herewith submitting the accompanying bid, described above. laIPFFOQE, .f the Obligee shall accept the bid of the Principal and the Principal shell enter into a contract with the I„r„P with the terms of such bid, and give such bond or bonds as may be specified in the bidding or contract , d .inn ,uffirient surety for the faithful performance of such contract and for the prompt payment of labor kfe I n the prosecution thereof, or in the event of the failure of the Principal to enter such contract and give I if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the bid and such larger amount for which the Obligee may in good 'raith contract with another party to „t "Pled by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. BUNYARD 6 PEITJI _ _ _(Seel) By ,ILENS FALLS_ _ INSURANCE COMPANY «. i,,sfi Glens falls nr Kans•f Ci1� b MerlMl David A. Lewis Attorney a '” . . MANSFIELD fi CO.By - , Resident Agent f Bid Bond is the same as that of the American Institute of Architects Bid Q63 Edition. Fn�m 15625 1Replacing Forms 15162 end SB 671,1 �(Y,�' �r�r�a.�+,.rl:wr+.Wl ' �r.....--�,�{� - �.. .�j�t � I• tfit.a' �'.�I. 1 haawd pan me.40 PME-QUALI DCC'►U20rd STATU14CUT a ; (Required in advance oi consideration of applicotion to bids k�� ` t 1 Approved and recommended by J AMERICAN IN'T1TUT1 Or ARCNITICTI, ' ' AMERICAN SOCIETY Or MUNICIPAL ENGINEERS TNI ASSOCIATED OENiRAL CONTRACTORS Or AMERICA, INC. i Subrultted by...............Bunyand.A..Pettit...... .....,...,.............,,....,.........,..,...... Addrw.............•.,......•7�.b..S.a,.E,,...71s.t.•., Pgrt7,end� ............ I a Daa ..•.........:.............May..31, 1966......,.................•............... I i, Note: If you have filed a Pre-Qualification Statement within the Fant ! p t days,questions numbers 1, 14,and '15 only of this document need be answerad, 1933 (RE.rRINTCD 1955 WITHOUT CrtAIfcr) PUDUSNr.A DT )oWT CONFCRLN'.r ON CONSTRUCTION PRACr1(:u 1127 MvrsrY BUIIDINC, WASUINCTON 4, D. C I' f ��Yf'wN1«gyq lfY�n w.•.r.n�MMMM.r•N•fYflfMiWJY.Nwr.. ......w .rr.WM•r•nrr. ....•r.w....aw ... .......rti.n,r. F.,,;��"�""_...�. _ tv.'�•Li;�t-•. � '.,,� 5'-.r':,�..:.;Ki:�:.A:.+t.i.t•t�..✓ W„r.'�'r"'".L"'rGCiYGril�i7�rii'�-.r.. ,+ ,�YYY PRC«QCT:BMICASilOE� t3�'A'P�i�.313tJ4 iii. { SubmWed to L ID oy Bunyard & Pottit a Corporation orppora orn Aa laldirWaal V rildcipcd Offico 716 S. E. 'll--t. Porti.and, 0^ernn r Tne alrxtory of da3 ieotlonasi:e gnarantet:o the truth and aecnsaey of a21 atata:nc::s&.d o!r-11 anawara to IstarroSatoska,horeinafter,made L Have you filed a Pre-Qualification S:atP==t within the past.......................days?...R..................... 1 ..................... 2. How many years has your or-anizaticn L.ea in bu:ineu as a Cc—neral contractor ander your present buaineu name? , rY..,.a..1961.........S..Y ,az.s............................... ..............•.......,.......•...,...................•..................................I.......... ) 9. How many years'ezpericacotn.M l,'.�r...'.:...1,•.ato2!...aonatroodon Work has your organisation ha- (a) M a General 1 Contractor...........5................(b) r, a St3•Contractor...............5.........I..............*....... l 4. Corporation or Co•pumerithip Ia.o:-t:.ation: (i Il a corporations answer "I I!a eoMpa_.ner.Up,answer"i CGpital paid in u.b.`....._..»... «..... Data of orc:n:.Atiaa. State w:,c:bu partnership la general,limited or aaeoaiation.»_ _ t Clben incorporated. ._._...... .. �.». �._ ._... In xbat State.............__............... ._ ..._....._..._._...._..__ _.... .. �: t Name and addreu of partners: A�e J Preuleat'.name i5 i tt . Via&PralJani's name................... _. .__. _......._.».»«.» Elza G! I'1� [ j Searaarr.risme.............�� ._ _..____..� _.._...,. __,.... ......_.._._.... gamona, Portland, Oreron»« Treasurer's name.........._....._ .r.. r... ... .__. ..__..._ _..... 5. List tiro eonatruction projects yct:r c:L;ani:at:on has under way on tt.L'a data: Per ct Contract Amt. Clam of o:L I Comple ed Nrt::a u.l ad&W of Owart or Cootuc las OTIW ,01,192.60........... r...5. ..... Q.....,....... De"VelapSneat..Co. ........................ 194M QO............ Sewers,.&..Strae,t: .......75 ............ ..........Or:7 sxa.tso.. ........ ...n.. ....................,.. �' 9x53,8.00........, r S.t.9.e Ys................ .....656...,.....,. war ........�:�.. ...,,.....!.. . ..... It ....• ......... 75.s.�Pr�.eSp............. .....4tS ........... ....... .,.....,,.... .............. At Sewers ............................................................. ....................... ......................t..........................................I..................... i ? . ...,�........................... .....w.uu...................... .......••..........•.. •.•,........................,«.....,«u.An...................I.................... ....o.....u..n.............. ..........«......................�...........I............. ..........................................5.......................................... 1 _ { r 6. List projects your organisation has completed in past three yeast Contract Amt. Claw of work When Completed Name and address of Owner 1. I -.,.,.••............ .,..•„•..,...•......................................... ...................... .........................................I......I....,..,................................... .,SEE S CITED LE.................................................,................. ... ..........•.•............... 1 ........ .. ... .....................................•........ ..... i' ............................I... Use blank sheet if additional space 4 needed h T. Have you ever failed to complete an work awarded to you? ............................... i P Y Y ........If so, where and why? k .. ..... ..... .... ..... ....,...•............. ........... ..,...............................................,..........:.......................................... i _ ... ..............•..,..... ....,.•..........I.................... 8. Has any officer or partner of your organization ever been an officer or partner of some other organisation that failed to complete a construction contract?...... .................NQ.... ._:...,, ...........1f so,state name of individual, other organisation and reason therefor. .......... .. ............... ._. .................................................................,..... ........... re ............I....................... 9, Haa sus wTiitrr or partner of your organisation ever failed to complete a construction contract handled in his own name? No If so, state name of individual,name of Owner and reason therefor ........................ .... .... ............................... i' 10. In what r,ther lines of business are you financially interested? ..... ...,.None. ..........•...................................... ...... 1 • .......•............. .•.•......•..•...••.....•...• ... ...•........... .. ,•......•,..•.•..••...•..................................•..•.••...•..•. j ...................................... 11. l�hsl i* the construction experience of the principal individuals of your organisation?......i5 Yree - Pretest Pusitica Years of lodivwUal's Name 1Nsanitudeand In Rifat or Offs Construction 7rps e!Werk Gpadrr Jeett..9unMd. ........... ..P.;k?'tne.T. .................... ....16........ Sewer & Pipeline......,......•. uP�, .Ole,n. Pettit. N;ertne.r� ..................... 18 Sarver 6: Pipeline Supt. �� .......... Foreman ... q p ............. ............................I..................... .. ................... ........................ ....................... ............... ......................................................... Al ikA LUNE[ D & PETTIT Scha:C"Illa of Completed Projects 11) erac•b .,.count Class of Work Date 2ramo & Address of Owner Corpleted 766.50 Wator Mains 1962 Powell Vallsy Road Water Dist. 12350 S. E. Powell, Portland G10„00 Sanitary Severs 19014 City of Gresham •1,075.00 :'•.nit ry Set�urs 1964 Skyline D,,volop ,,;nt, Inc. .':. W. Rrad Drive, Portland 0 1,745.00 I-later Main 1964 1"zt%or Water Dist. S. W. 72nd Ave., Tigard. 4,4C0.05 Tru::k Scvar Extension 1964 24admastor's Office Multno.,�ah County 015,347.00 Storm Sewer 1964 City of Gresham x16,5:15.00 Sanitary Sower 1964 3ity of Gresham u2',768.00 Sanitary Sorer 1;63 City of Gresham (201 & Sandy) ;;14,402.50 Sanitary Sower 1965 tiodgewood Homes Beaverton, v 3,126.00 Sower Reconstructica 1963 Tigard, 2,926.00 Sower 1963 City of Portland 1„372.50 Wator 1'5,e3 City of Tigard u10,765.Gc 1-later 1963 City of Tigard 8,0123.75 1',,ter 1965 City of Brsaverten 611,073.00 Sower 196!i 0. - X. Construction Company 725 S. E. 223rd Ave. M7,645.00 Wutor Main Extension 19014 Icka Oswego School Dist. #7 ;- 4,517.45 l atar ;:ain "xtonzion 1%5 City of Gresham 8,043.50 Storm & Sanitary Sawors 1963 City of Crcc!"am ;17,096.00 Sovor Work 1963 Ronald M. Drake 3.600 N. W. Savior St. ;: 0,928.00 +ater & Soarer U.ne Ert-nsion 1901, Cite of Battle Ground( +nshi.n,-ton) x,369.90 So;rars, Streot3 & Water 1965 Guldo Dovclopment Co., Portland ;!6,259.00 Water Syctem 1965 tI No Park Water Dist., Portland ,L08.w Water System 1966 Metzeer Water bistrir.t 1j,7!4.1.:0 1Sater System 1966 Cicy of Tigard ;:.,L,426.73 Water & Sewer 1966 City of Yamhill i j J ltimerewaw..'eKaeRwu,.:� � s:e 44, Gxt:.; oxi�:�w:.rAU ",Frd+6:l:s3 �1mKlL ._ .ta� sy:.lt.„st,,3�n��,•, } `„ ` 12. What equipment do you Own that is anilable Eor proposed work? : .t Yu»Of Quantity Item Da.criptiun,Size,Gp.cry,E:a Cnndlilaa Eerda pnwt lweeilee P clsu 1/2 i _ aoo3 12..... Portlan,¢� 0,egon' F d 1 Ford., 1 8.................. ..I.,. Fo.rd..Pic;kup.............. ............... .1�2...T............,....,... ao�a 2, L i .. D!ur!P. Track.................... ?.7 - ....food....... .,..b...,.., .,:...................... t .......L, ..Iow.Boy...Troi,ler....... 20T:. ,..... Qaod ..:. 2}. !!..,•..,.... .... .• Compress.o.r...&..At.taoh ,..........._. ...... ..... .... . " 2}. °....•,..... '' Shove.......... 3. ..'ld......... ........ ..'.'.....,,..,.. ......... .,....."..I......... �.ohsa.,Ae�xs..HQe............ '!.....,...... Z., „..... 1.......... HyhoeBackhoe ...•...,..,. . .................. ...... ......t.,...,,...... Plb. EouiPmenb Various ......... ........... ......3........... ............'.'.•'....•.... 1.. Cnev., Pickup......... 1�2 T. .. .............. ...7 ..................••... I ...Ford PiCIMP .. . 2 1�7 :. l 2..• _ �. . ..... u n l.. Clcvelond..Tre.nehEr. ......... ... ..........•...... ....,•,. .. .. ,.. ...... ........,it........... 1 Jeep ....... ..........., .. .L."...... ........,.tt. ..... 1 • Deere Crawler, ..aver Piew ,,• 0. ..... ,,.,......., 1 tr Whoe1•'Loader I !! b � n u Packhoe..... .. �_— New..... .............. i 6 fid 13. Give eoadensed current f naricial sUte-ment: ,..�. Condition at close of butins*o.........................h'ativ.. l............,................................................. ! !L C.�✓;i 3 Dollar cts. ( 1. Catht (a) On hand a •..............I (b) In benk (c) E laewhcz:e a.................. 5 :Votes receivable (a) Due within 90 dayo............................................................................. 6..17...7. ..7 (b) Duo after 90 days_............................................................................ (c) Past d.-Le......................•....................................................................... .». I .. ......... it. Accounts receivable from consplewl contracts,exclusive of claims not approved for paynteut .......... ............ ........... .........................................................................,............. ?� 6 .9 t.l 4, 5u:na earned on uncompietc-d cora.ec.s an shown by EnEtueer's or Architect's t. o.;t::n�tc 9 i3 0 8 !12 (a) Amount rcct!v.b!o after de3ucting retainage ....... t (b) retainage to date,due upon completion of contracts ................. S. Accounts receivable from sources otter than construction contracts........................ ............................... 6. Depoalts forbids or otlser guarantees (a) Recoverable within 90 days...................... ..............................,,,., (b) Recoverable after 90 days...................... .... 7. in:erut accrued on loans,seenrltiea,eta ............ '................................................... .I. .. ►► Ectal cautot (a) L'scd for buainces purposes 1414 rA (b) Not used for business purpous..................................................... .3..4.14. :e. .Q. .4G.. 9. Stocks and bonds (a) Listed---present market value .................................................... .................................... (b) Unlisted—present value ............................................................ ............ : i' 10. Materiale in stock not included in Item 4(a) For uncom Icted contracts (pros.value) ........ .• ..6...0...0...00.. 1a l (b) Othor materials(present value).:.:.......: .........I..�.9.. ....3........ ` P P 11. Equipment, book value ........................................I.,....................................... 12. Furuiture and fixtures book value 13. Other assets .........................................................................................'.............' --- .. I j. Q...I'. .�C. Total assets 1 .Z.. .°. ... 6 y- ; LIACILlr 25 1. Notes payables (a) To banks regular ............. ............................................................. .A.A P. 0 ti b) To banks for certifies)chczks........... ............................................ (c) To others for equipmect obligations . . .. ............................... .........3.3...5 3­5­2­6­61.. (d) To others exclusive of equipment obli obligations , "._. ...................• .................�.......... �.. 2.*Accotrtits Payables (a) Not prat due.......... .. 8 �I (b) Past due ....................... ........................................................I....... .. .. .. .... !' 3. Tical tetate encuntbrancrs ......................................................................r.......................... 4. Uthor liabilities ................................................................................................................... 1,. .J..�. .ld. 5. f eoervcs G. Cap hal stock paid up t....(a)..Common....................................I..........., ... (b) Common ........ ..............................................I..................... .» (o) Prcicrred ....................................................................I......... .».- (d) Prefcrred ............................................................................. .. ... .... .. ... .. .. ..... ... .. .. 7. $ar;.lue (net worth) £arncdS_..... .........................•..... Unearned 0. ... i l ) i .4..b.. ,) Total liabilities..... ..................... . 1. Liability on notes receivable,discounted or sold........................... .................................... .». 2. Liability on accounts reecivcble, plcc:,cd, assigned or told .............................................. .... 3. l'..aillty as bondsman ...........................................................................I............................ .». 4 Liability as Cuarartor ori contracts or on accounts of others ............................................. ....... .... S. Other continwcnt lial.iiltfes ...................................................... .............................................. _ i Total eontIngtni liabilities..... .. L...........�....L. 0 tadtWs as aar.wta wW subaaUtdae la 97 vuk La Otace sad acuaW as wl McawWwd omLu*lWod as wW&m4. . IG W;11 you, upon tegces% fill out an c;;rcexl form of detailed financial statement and an additional forts of Job Plan and Equlpmctt Quest;or.nci-r?......................1:' ...............................................................,.............................. 1 S f IS. Have you filed performance Record reports with the Burcau of Contract Information, Inc.. Washington, ' D. C.? .....................................................................•..............,.................................................................................•........». J Dudat..,..•,........P..c�z'.t,�axi�1�....Oregon............................................................ thi,,.••...... ......................... day of.............»e.........................,.duly,........................ 19.... ?6 B.WZY.axd....kxatlit....... .......... By r �� f- •!%"': ./-/�(i v ` i ('' ,•,d±� _ - Part er TIW of P.rsw slily ...... ............................................... f STATEOF .............................p�'QLA.TI............................. l '1 sa.. COUNTY OF .........::..Multioma} .................•........•.......... f S JAfiS ,w`.,..i afllxl�fif.�.................. •......I........•......., ...being duly sworn deposes and gays that he I�un.Y..a?'.d..&. PSSt.i.fi...... �T Gr1t',I' ......... .. .. of.....,..,,......... N.m of Gfulutioa :,d d,a: tiie wuwers to the foregoing queationi and A statements thcresin contsinad are true and correct "I Sworn to before ma this + .th............. ....day of..........,......July!......................... .......19...(76 .. .,. m allic ..•...........•,..••.•.......•.•................•.. ipt p N.�n hwb 4 P ",:y ccm:nisaiun expires �j�•4!!s`t .. fir...(••....d.....••....•...........•...•.••..•..•. � 1 RECEIVED STEVEN'S, THOMPSON, RUNYAN& RIES, INC. AUG 181966 5505 S. E. Milwaukie Avenue P. O. Box 02201 CITY OF TIGARD Portland, Oregon 97202 BIDDERS' PREQUALIFICATION QUESTIONNAIRE Submitted by: Larry Overbay Principal Office: 4416 N.E. 60th Street, Vancouver, Wash. 98661 The signatory of this questionnaire guarantees the truth and accuracy of all statements and of all answers to the interrogatories herein made. 1. How many years has your organization been in business as a general contractor or your present business name? q vears 2. How many years' experience in "ewer construction work has your organization had? o years (a) As a general contractor? It (b) As a subcontractor ? " 01 3. Corporation or co-partnership information. If a corporation, answer this: Capital paid in cash When incorporated In what State President's name Vice President's name Secretary's name If a co-partnership, answer this: Date of organization Whether partnership is general, limited, or association Name, address and age of each partner Prequalification - page 1 4. List of Projects your organization has completed in last three years: Contract Date Name and Amount Class of Work Completed Address of Owner $37,602.30 Storm Sewers Uec. 1965 Skamania Counry, Stevenson, Wn. °'+�""• °� " " ^'ay, 1966 City of Vancouver, Vancouver, Waah. . (Use blank sheet if additional space is needed) 5. List the construction projects your organization has under way on this date. Contract Date Name and Amount Class of Work Completed Address of Owner `11,01.80 Sewer Construction Whitfield Cn, Vancouver, Wn. 7.6,700.41 `surface 1!ralnape l.lnrli County, Vancouver, Wn. (Use blank sheet if additional space is needed) 6. Have you ever failed to complete any work awarded you? No If s o, when and where? List any projects which have resulted in litigation between you and the owner. 7. Has any officer or partner of your organization ever been an officer or partner of some other organization that failed to complete a construction project? If so, state name of individual, other organization and reason therefor. 8. Has any officer or partner of your organization ever failed to complete a construction contract handled in his own name ? ^:o If so, state name of individual, name of owner and reason therefor. Prequalification - page 2 mRAILml AAMPEAM 4. List of Projects your organization has completed in last three years: Contract Date Name and Amount Class of Work Completed Address of Owner $37,602.30 Storm Sewers Dec. 1965 SI<amania County, Stevenson, Wn, 92,498.90 " " May, 1966 City of Vancouver, Vancouver, Waah. -(Use blank sheet if additional space is needed) 5. List the construction projects your organization has under way on this date: Contract Date Name and Amount Class of Work Completed address of Owner S11,4R1 ,80 Sewer Construction Whitfield Co. Vancouver, Wn, 2.4,700,41 Surface Drainage _ Cl.arlk County, Vancouver, Wn. (Use blank sheet if additional space is needed) 6. Have you ever failed to complete any work awarded you? 140 If so, when and where? Liat any projects which have resulted in litigation between you and the �I owner. --rr 7. Has any officer or partner of your organization ever been an officer or partner of some other organization that failed to complete a construction project? If so, state name of individual, other organization and reason therefor. 8. Has any officer or partner of your organization ever failed to complete a construction contract handled in his own name ? No If so, state name of individual, name of owner and reason therefor. Prequalificat ion - page 2 9. In what other line of business are you financially interested? Pone 10. What is the construction experience of the principal individuals of your organization? Individual's Present Location Years of Construc In What Name of Office tion experience Capacity John Overbav 6610 N.E. 60hh St. 7 vears �.uperN,isor Vancouver. Wn. Jot? L. candy it of I years Foreman Larry Overbav it It 15 years Omer. (Use blank sheet if .additional space is needed) 11. For what corporation or individuals have you performed work, and to whom do you refer? Charles ',chinjedeskamp Portland, Oregon Na2eldell Sewer Uistrict, Vancouver, wash. City of Camas, Louis Angelo, ('itv En^ieeer _Gulde Const. Co. Portland Oregon 12. For what cities have you performed work, and to whom do you refer? L.ity of vancouver herb Nunn City of Camas Louis Angelo 13. For what State Commissions or Departments have you performed work, and to whom do you refer? Washington State School. Ior I'lind Washington rept of -ame Vancouver Housing Authority Prequalifi cation • page 3 14. Have you ever performed any contract work for the U. S. Government? Yes If so, to whom do you refer? Department of Interior Bonneville Sub-.station 15. In what manner have you inspected the proposed work? Explain in detail. Walked over complete job, Dug test holes 16. The work, if awarded to you, will have the personal supervision of whom? John Overhav 17. Do you intend to sublet any portion of the work? Yes If so, state what portion, the probable amount of_the subcontract, and if known, the names and addreF.ses of the subcontractors, the amount and type of their equipment, and their financial responsibility. Paving 18. From which subcontractors do you expect to require a bond? ?'one 19. Have you made co ntr r-ts or firm offers for any of the materials re- quired for the work on which your bid is submitted? t:o If so, state what materials. Prequalification - page 4 14. Have you ever performed any contract work for the U. S. Government? Yes If so, to whom do you refer? Department of Interior Bonneville Sub-Station 15. In what manner have you inspected the proposed work? Expla .n in detai 1. Walked over complete job, Dug test holes 16. The work, if awarded to you, will have the personal supervision of whom? John Overbay 17. Do you intend to sublet any portion of the work? Yes If so, state what portion, the probable amount of the subcontract, and if known, the names and addresses cf the subcontractors, the amount and type of their equipment, and their financial responsibility. Paving 18. From which subcontractors do you expect to require a bond? None i 19. Have you made contracts or firm offers for any of the materials re- quired for the work on which your bid is submitted? No i if so, state what materials. Prequalification - page 4 649,011.53 1,414,419.32 N 213.b2 1 I 645,rOF.27 I - 1,• 14,84?•4a S i r A`2-0 W• I M , - ° H -- �'-- 205.90 R X �1.6 •X.205.5 rj6h9n t _1��� \ 200.48 ( G H bign x 203.0 w A 205.5 �' Y `�C "� � �' �,c �,, � ��r•+•+,,*,,,� 204 3 ,l i C 2100.4I A-I -4 rte' )( 202.8 21 192.88 10 �1`•- 207.3„ .% ,� / I,'' ; 2po `,� r ,� �,,, 1 ? -- - _ Tt., I,,-,^� - �L \ 7 'I rX\200'8 ' u % 200 . ' ;;"mak., •'�` --._. nd. , , y4; { -� , ( / ,, \// .'*~ ••,,y � �_ �,� ��. � ��f:. Op . J ` �.�S,C�, n p _ (i y l l� J •, I ' 1 ' \ I `'! „ .' ''- -� ... Y' ` 1 ••%' �. •�' ' -�'�-".' -"""•"T"1'.r B' _� �r f-- I 1\ lI 1 � � I L.+'«•t, - 5 ;� ,� \/ \ i \ - + --•. _ -_ _-`"1- I' '1 'T'• (` •-•1_ G l/' • - T._._T (._.'� .^( 1 f / \ CC. 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GARD, OREGON SHEET 2--_��-G7 / �F_(/i.. _'U .�',S c-,�'� �.,�:_ -L'�. DRAWN T " SCALE. �" - gid' I DATA JIJ�JF , �� I Z 1 / ►1�,'nt,','�, !'lawivill L A N i8 V �"'� - I'.-)HTj,A,,I I-Fil CdJN •'.E_ATT,_.E. �'.A�,, , SANITARY SEWERS DATE N0. REVISION 13'y CHECKED = �'` ' FILE ��% • rl` �'�:'.%- - c!� `� � mull of PACIFIC HWY SEWER 3 OF 9 I � I I � ► I rf 1 lr11i �1 + 1 •. ' 1�1 h � � I � � Ih r � r 111 Irr1� r � � I11 , � 1 -IIIb � � I1�1 �111 � 1 � I11• , NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN ' THIS NOT�P'TT M&&TO - .MMIC Y OF THE ORIGINAL sa lit tt - it fpt cis $ la .. dIt 61 -.. QI LI of , $I Ill o1 of II { ► fw+N _. ry d11�11I1111I1111I1N1II11111faJ1I111fIHt'�1 nll+�ll Illilw� , • JULY 1 9 2. w wo� >~ 7• `w ""'�a-F -:.-•-•n--- P•-•MIS•---- '>•0...-.u•--•- . � ..� . __• � ..,..,. .._: .•- ••SWM 1Y ��r k{4„Wr�Y--^�� fih s,,,Mn 3 /k on." I SQA Glop H I H W A Y 01"'01 I C -t" A-3647,724. 24 S•1,413505.48 I \ + A_3_' \ i C a. A- 3-3 236.53 \ - .-"-'_."' / + q-3- 4 \ 248 02 t 1 1 �A-4-0 17C.6. \ 258.99 265.23 �h��o � i — ',_-..___. \ � !! ' %� '/ � . . / . . . . . . . . . . . . •�_•`_' -,---- .. _.�-- �—�- 220 `'`�, �'- C B om H.M.H. •!'"'' ''^��" SIGN _ I _ _j �� I x 24 7.5 aw t.J �v �` �'�— --- — ---•-- 1 "'� ^ '� ,#• 0 I a i --- , ` � � C I \ (� LQ r i I r ..' •••�\ � k'v` '"`� C� I � �---------rt � 'r�.r+�,�.'�', •�7 ♦ ,�r�r'r`� � pR•.0-` t31 SHOP 227.1 II 230.7 cy. '�I' --- ' 40.0 \ � � �� � tr,� �` '-� �1 1 233.3 240 ''� \\ 1 1 �___. ) x l__ 340 12 47 0 0 �_ / S � � �' � ,^'� �� � '� � \ � yr, 225.1 �. } ,,J �, J '3 x L 2 of x to 232.7 •—% �`, ` J� sof' / `� .-_ F-�\ I j ("" �x Air 234 7 x r 1 �C. � •7 i —'� a0 h / C* G / '� i--� 234.6 x a I? \ 22 4s�4X, Brush �,•,� � � � /0 ! - - - �.__ 7 220tk .. � ( \. , � , �(,�,�� v-1 � '•'-- l//yy] % �„ � _ ... f _ r. / , ( � :iii:: / - �`\ � y} � fn Ar �4 ;. ,� t_ � CSI j� / � _ •O �(}r�/• � �•� r.-.. ^^ � 1 �W / � /�� - l � ��--\�-.__—.-_�/ /� � `^ ' - _ °� +. 23 Z 235.1 \ 265.5, �,�"' ` ' i ____ - _ ----- � ,: { L. 240 234.3 f "I rF' x 215.6 y �/ x 3#Qb k1j x 234.6 �. 0 O� 23x9 x _ // �� � � \ _ - ,(� :�• fit'' '�-� � � ``\� ti 60 0.0100 kill ✓' 25p '` X 247.0 245.1 - AlA, ,� • x LAID T. S. APPROVED X, - 11.N—$A. ,_ __ — CITY OF TIGARD OREGON - - ,--- - •� , , , vit�vE'!���L '1'h�>,>tiih�cirn. It�>I �1�•�It><� � Iti��. t..�•. � sHI:Fr _ . ---- PLA N uan�rrv- -- -T4S'--- --- - SCaE- � - 50' LDATE �UIJC,� � �Z h,�i�tn����r.5/1'l�rilnfr.� � „ PORTLArVn. OREGON SEATTLE. }tiASftiNc,.� SAN 1TA RY SEWERS ° 8 DATE Iwo R F v I ; I �Y HECKEfa VF"1• FILE �3 p �s?O �9 AJ �, ('1'� '+� 'p�1` tti - r. ' -4�.. f e'�,p1 ��4 i I�� "'•, }j, �" r n .I } Q 1 .U' �' .' 1 k y• ��+,�;ar,,�+� ,,' �1 y}� ,} 44 g,4�: ;'.�`.. y _ • + I ,jr'Y�aV a L). '���'�a•r ....yax..IQ..r�i.-:..7 i3 d � i'"r1�Y... rid.'':, , +..: ••f, �1 .l4t'...,}7:i+ ',�r .wr. , -.4—, f, a� r}f C:. ..:..91�+i1'M'I1!yt+It :,>r �•� • I 1 w "' 1► rp�A!••••• '�'^w. . •n••logo l�uww•-•--.',w^M".•e»,....... ,�,�. -•.'��.:.�.- ,i � ,�.;y ;�IYi:'�i+'•��Ot`C-51...w+„"'w.r�."."' -.`....S..r. ::� -.-. _ n .. ....._. ... _ 1 111 IFI 111 III 111 FII EIIi I�1 MIR- 111111 I'(1 1�1 {�1 (1 I 111 III 11 III 1) 111 III r{r 1�1 111 111 1{1 III 111 111 111 III 111 111 III ill rll 111 111 tll 111 111 111 ,,. r r h I I I I I I ( I ^ � � � I I1-1111 ( ( I I I ! I I ( I ( , 2 3 4 5 6 7 8 9 10 II 12 ' NOTE: IF THIS MICROFILMED — — T DRAWING IS LESS CLEAR THAN KIS NOTITY "2T E WE TO .�"_ QUALITY OF THE OR IGINAI a „ DRAWING. — — ---------- OC AZ ea atz 9? se 1z Et zz 12 0? 61 61 if 91 &1 b 1 E 1 21 11 01 9 L 9 s t>r E z 1 N11�1111�1111�111111111�1111111}1�1111�111�11II�IIII�IIIIIIIII�It11{IIN�IIN{IIII�NII�UII�IIIIIIIIIl11(1>♦1111�1111�11!I�IIN1411t�11II+�MI�IIIIIIN IIIIIIIIII�III►�flNlllllll(U�11lLIIIIIl1 IIIII11111111111111111111(Wl�'�11�11�I�UUIW11�It111 - t JULY 1 1992 Z0. What equipment do you own that is available for the proposed work? Description Yrs. of Present Quant Item size, etc. Condition Service Location _1 Insle✓ 3/4 yd Shovel (,nod Vancouver, Wn. Dvnahoe Wheel backhoe to 1 yr " it i J.U. Crawler 91350" to 1 yr 1 --Iruck 5 yd Ford Dywp " z Yrs n „ (Use blank sheet if additional space is required) 21, Give condensed current financial statement on three pages following. Prequalification - page 5 ■e s FINANCIAL STATEMENTS Bidder's or Contractor's Condition at close of business on 30 day of Jiiiic 19 ' ASSETS 1. Cash (a) On hand $ In bank $ Gi2., 17 Elsewhere $ Z. Notes Receivable (a) Due within 90 days (b) Due after 90 days (c) Past due 3. Accounts Receivable from completed contracts, exclusive of Claims not approved for payment. e34,466.87 4. Sums earned on uncompleted contracts shown bEngineer's or Architect's est. (a) Amount receivable after deducting retainage (b) Retainage to date, due on compl,-tnd contracts 5. Accounts Receivable from sourc:ts other than Construction Contracts 6. Deposits for bids or other guarantees (a) Receivable within 90 days (b) Receivable after 90 days 7. Interest accrued on loans, securities, etc. 8. Real Estate (a) Used for business purposes 1U UUU.UU (b) Not used for business purposes 15,0 0.00 9. Stocks and Bonds (a) Listed - Present Market Value (b) Unlisted " It " 10. Materials in Stock (a) For uncompleted contracts (present value) (b) Other material (present value) 11. Equipment Book value $66,245.02 12. Furniture and Fixtures Book value 1,000,00 13. Other assets TOTAL ASSETS e1311181.06 Prequalification - page 6 a MW I FINANCIAL STATEMENTS Bidder's or Contractor's Condition at close of business on 30 day of .Tune 19 06 - ASSETS 1. Casha ( ) On hand $ Lz bank $ 4529. 17 Elsewhere $ 2. Notes Receivable (a) Due within 90 days (b) Due after 90 days (c) :Past due 3. Accounts Receivable from completed contracts. exclusive of Claims not approved for payment. $34,406.87 4. Sums earned on uncompleted contracts shown by Engineer's or Architect's est. (a) Amount receivable after deducting retainage i (b) Retainage to date, due on completed contracts 5. Accounts Receivable from sources other than Construction Contracts, 6. Deposits for bids or other guarantees (a) Receivable within 90 days (b) Receivable after 90 days 7. Interest accrued on loans, securities, etc. 8. Real Estate (a) Used for business purposes —U) 000.00 (b) Not used for business purposes 15,000,00 9. Stocks and Bonds (a) Listed - Present Market Value (b) Unlisted 10. Materials in Stock (a) For uncompleted contracts (present value) (b) Other material (present value) 11. Equipment Book value $66,245.02 12. Furniture and Fixtures Book value 1,000.00 13. Other assets TOTAL ASSETS 4131 ,1 H1.06 Prequalification - page 6 s LIABILITIES 1. Notes Payable (a) To banks regular (Equip contracts) $30,637.00 (b) To banks for Certified Checks (c) To others for equipment obligations (d) To others exclusive of equipment obligations 2. Accounts Payable (a) Not past due $16,970.04 (b) Past due 3. Real Estate Encumbrances 4,500.00 4. Other Liabilities 5. Reserves 6. Capital Stock paid uP (a) Preferred (b) Common 7. Surplus (net worth) 79V074.02 TOTAL LIABILITIES 131,181.06 CONTINGENT LIABILITIES 1. Liability on notes receivable, discounted, or sold Z. Liability on accounts receivable, pledges, assigned or sold 3. Liability as Bondsman 4. Liability as guarantor on contracts or on other accounts 5. Other contingent liabilities TOTAL CONTINGENT LIABILITIES Prequalification - page 7 ZZ. Give name of surety that will furnish your performance and labor bond in case contract is awarded to you. l rnited Pacific !nsurance Cn. P ansfield t, Co. Portland, orePon Dated atlancouver —the-17 day of August 15 66 Lnrry river.bay Name of Organization By c 2X ''�'' :;caner Title STATE OF ` ss. COUNTY OF being duly sworn, deposes and says that the anskvOrs to the foregoling questions and all statements therein con- tained are trie and correct. S*o*,h to before me this _day of 1 19. My Commission Expires: Notary Public Prequalification - page 8 22. Give name of surety that will furnish your performance and labor bond in case contract is awarded to you. United Pacific Insurance Co. Mansfield & Co. Portland, Oregon Dated atVancouver the 1.7 daY of Aur�ust 19 66 Larry Overbay Name of Organization By Owner Title STATE OF COUNTY OF - Z being duly sworn, deposes and says that the an rs to the forego' g-questions and all statements therein con- tained are a and correct. 111.rr,4 91LC1� "'"•` • efore me this _J `Iay - '•- ` of My rc66kiitlsion Expires, Notary Public z Prequalificati,n - page 8 mines Stevens,TUompson, Runyan ,& Ries, ine. Engineers/Planners PORTLAND. OREGON SEATTLE. WASHINGTON 63-P-220-22 June 22, 1966 Mr, Robert K. Logan City Administrator City of Tigard Tigard, Oregon Re: S. W. Pacific Highway Sanitary Sewer Assessments Dear Mr. Logan: Pursuant `c your instructions, we have prepared a study of assessment rates for the subject project, and our report is contained herein. Including the line on Canterbury Lane, we estimate the project to cost about $71, 000. It would serve a total of 72. 62 acres of private property distributed among 55 parcels of sizes ranging from 0, 17 acres to 9. 09 acres. While the average lot size is 1. 32 acres, the distribution is skewed so that the median si.:e is 0. 6 acres. A total of 6417o of the lots are smaller than 1, 0 acre and 75% are smaller than 1, 5 acre. The approach to assessment contemplates a base charge per lot plus a charge dependent on size. This method makes recognition of the fact that there is some: :ninimum basic cost to serve a property regardless of its size and avLids having the larger lots unduly finance the service of ernaller lots. The table below illustrates three examples of assess- ment costs with varying base charges. Base Acreage (- Lot Size and Assessment _ Charge Charge Size Size Size $250 $802 0. 17ac $386 1. 00ac $1, 052 9. 09ac $7, 541 711 $300 $764 �0. 17ac $429 1. 00ac $1, 064 9, 09ac $7, 247 $350 $726 �0, 17ac $473 1. 00ac $1, 076 9. 09ac $6, 953 Regardless of combination of base charge plus acreage charge, the cost for an average lct of 1. 32 acres is $1, 309. Considering acreage only, the average cost is $978 per acre. Very truly yours, • � '" �1,� I � _r� it STEVENS, THOMPSON, RUNYAN & RIES/ INC. . U,-'', By: 'Gilbert R. Meigw Senior Associate REPLY TOt 0806 B.E MILWAUNIE AVE. • POET OFFICE 00X 02201 PORTLANO. OREGON 07202 .How■ (Boat 124-0721 • ♦.......M......v...• - ., ,.. ...._» _ ... �....F+ v,...•.,�.. .�...,...�Y-r r•,......r.-.w-yt. »r r•rr-..,....._..v y... .r r•nw+,-•r.. �.-y .r.-..q..... 1 ' �. I ALTERNATIVE SEFIER ASSESSMENTS BASE CHARGE ACREAGE CHARGE Schedule I $250.00 $802.00 ($.0184' Sq.Ft.) Schedule II $300.00 $764.00 ($.0175 Sq.Ft.) Schedule III $350.00 $726.00 ($.0167 Sq.Ft.) COST Schedule I 4 Acre $451.00 2 Acres $1854.00 Schedule II a Acre $491.00 2 Acres $1828.00 Schedule III Acre $532.00 2 Acres $1802.00 Front Foot Type Project a Acre (90' x 100' $4.50 per front foot.) $405.00 r .. .. � .�•..y..w..•..w..r+�..�.�r.wr.....•+w+►w..waM,...+Y'wwr.+.TrrYr'w^w".T+7'M'T-r.....•M.•+*Y•f..........•...«.,..-..M.....+.n••,.wr..•...+-+►w,y...�»-..w........-r .... i CITY OF TIGARD, OREGON * DEVELOPMENT PROJECT GENERAL INFORMATION SHEET I. PROJECT No. : II. PROJECT NAME: III. DRAWING (TITLE) : _—dated: IV PLAT (TITLE) . _ dated: V. SITE LOCATION: VI. PRINCIPALS: (I) DEVELOPER: Address Phone No. (2) DEVELOPERS SURETY AGENCY:, Address Phone No._, Bond No. Exp. DAte__ (3) ENGINEER: Arid req 4_ _--_-` ---�-- Phone No. (4) INSPECTOR: AddrePs Phone (5) PRIME CONTRACTOR: Jc, Address: Phone No. (E) CONTRACTORS SURETY AGENCY: Address _--� —, �• Phone Bond No.^ Exp. Date— 1 SUB-CONTRACTORS: . .. .• lr.•.� .'�nWni r.I �'f lnr+� L,I Q)1� . i .t, SPECIFICATIONS For Construction of 4 SANITARY SEWERS S. W. PACIFIC HIGHWAY EXTENSION For the City of TIGARD OREGON a I 7r �qt City Council Elvin G. Kyle, Mayor Floyd H. Bergmann Chester E. Klock, Sr. Harvey L. Knauss John Well Robert K. ,Lo anCit Administrator Logan, Y Y4 Stevens, Thompson, Runyan & Ries. Inc. Engineers/Planners tea SPECIFICATIONS For Construction Of SANITARY SEWERS For the City of TIGARD, OREGON 000 --- CITY COUNCIL Elvin G. Kyle, Mayor Floyd H. Bergmann Chester E. Klock, Sr. Harvey L. Knauss John Well --- o0r_` --- Robert K. Logan, City Administrator 1966 STEVENS, THOMPSON, RUNYAN & RIES, INC. 5505 S. E. Milwaukie Avenue P. O. Box 02201 Portland, Oregon 97202 42SQ q sT' ORROON RT R, FOREWORD The specifications in their entirety are prepared in parts. Those numbered I, 11, 1I1 and IV are bound together; the detailed plans and Part V, although bound separately, are hereby made a part of the complete documents with the same force and effect as though all parts and plans referred to therein were under one binding. Should addenda to the specifications become necessary and be issued prior to the date of receiving bids, they shall be deerned a part of Part 1. l I I I i TABLE OF CONTENTS PART I - SPECIAL PROVISIONS Section Description- Page SP-01 General Statement and Extent of the Work SP-01 a. General SP-01 b. Subsurface Conditions SP-01 I c. Connections SP-02 SP-02 Plans SP-02 SP-03 Time of Completion SP-02 SP-04 Prequalification of Bidder SP.-03 SP-05 Non-collusion Affidavit SP-03 SP-06 Payments SP-03 I SP-07 Progress Schedules and Working Hours SP-03 SP-08 Guarantee SP-04 I i I I I I i o� a I I TABLE OF CONTENTS PART II - INSTRUCTIONS TO BIDDERS Section Description Page IB-01 Intent of Plans and Specifications IB-01 IB•-02 Interpretation of Documents IB-01 IB-03 Examination of Site and Conditions IB-02 IB-04 Qualifications of Bidder IB-02 IB-05 Preparation of Proposal IB-02 1B-06 Alteration of Documents Prohibited IB-02 IB-07 Submission of Proposal IB-03 IB-08 Modification of Proposal IB-03 IB-09 Withdrawal of Proposal IB-03 IB- 10 Opening Bids 1B-03 IB- 1 1 Award of Contract IB-03 IB- 12 Basis of Award 1B-03 IB- 13 Rejection of Bids 1B-04 TABLE OF CONTENTS PART III - GENERAL CONDITIONS (Cont. ) Section Description Page 3. 5. 15 Inspec ti-n C1C- 15 3. 5. 16 Unauthorized and Defective Work GG- 15 3. 5. 17 Disputed Claims GC- 15 3. 5. 18 Final Inspection GC- 16 GC-06 CONTROL OF MATERIALS GC- 16 3. 6. 1 Materials to be Approved Before Use GC- 16 3. 6. 2 Tests of Materials GC- 17 3. 6. 3 Storage of Materials GC- 17 3. 6. 4 Defective Materials GC- 18 3. 6. 5 Ordering Materials GC- 18 3. 6. 6 Materials Furnished by the Owner GC- 18 3. 6. 7 Manufacturer's Directions GC- 18 3. 6. 8 Guaranty Period GC- 19 GC-07 LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC GC- 19 3. 7. 1 Laws to be Observed GC- 19 3. 7. 2 Permits and Licenses GC- 1.9 3. 7. 3 Patented Devices. Materials, and Processes GC- 19 3. 7. 4 Sanitary Provisions GC- 19 3. 7. 5 Public Safety and Convenience CC-20 3. 7. 6 Barricades, Warning Signs, and Flagmen GC-20 3. 7. 7 r ences GC-.1 3. 7. 8 Safeguarding of Excavations GC-21 3. 7. 9 Use of Explosives GC-21 3. 7. 10 Trespass GC-22 3. 7. 11 Protection of Property and Persons GC-22 3. 7. 12 Restoration of Damaged Property GC-23 3. 7. 13 Responsibility for Damages GC-23 3. 7. 14 Cort.ractor's Responsibility for Work GC-24 3. 7. 15 Personal Liability of Engineer GC-24 3. 7. 16 No Waiver of Legal Rights GC-24 3. 7. 17 Insurance GC-25 a. General GC_Z5 b. Industrial Accident Insurance GC-25 C. Public Liability and Property Damage Insurance CIC-25 d. Fire Insurance GC-26 3. 7. 18 Payment of Bills by Contractors GC-27 3. 7. 19 Air and Water Pollution Laws GC-28 3. 7. 20 Use of Completed or Uncompleted Portions GC-28 � t TABLE OF CONTENTS PART III - GENERAL CONDITIONS (Cont, ) Sec tion Description Page GC-08 PROSECUTION AND PROGRESS GC-28 3. 8. 1 Prosecution of Work GC-28 3. 8. 2 Subletting or Assignment of Ccntract GC-29 3. 8. 3 Limitations of Operations GC-30 3. 8. 4 Water Supply GC-30 3. 8. 5 Use of Premises GC-31 3. 8. 6 Protection of Work and Property GC-31 3. 8. 7 Character of Workmen and Equipment GC-32 3. 8. 8 Temporary Su pension of the Work GC-32 3. 8. 9 Time of Co:aplet)on of Work and Extension of Time Limit GC-33 3. 8. 10 Annulment and Cancellation of Contract by Owner GC-35 3. 8. 11 Right, of Owner to Do Work GC-36 3. 8. l2 Contractor' i Right to Stop Work or Terminate Contract GG-36 3. 8. 13 Suits of Law Concerning the Work GC-36 GC-09 MEASUREMENT AND PAYMENT GC-37 3. 9. 1 Method-1 of Meas,.trernent and Computation GC-37 3. 9. 2 Scope of Payment GC-37 3. 9. 3 Alteration to Detailt. of Construction GC-37 3. 9. 4 Quantities and Unit Prices GC-38 a. Lunip Sum GC-38 b. Unit Prices GC-38 3. 9. 5 Claims for Extra Compensation 6C;-38 3. 9. 6 Payment for Force Account Work GC-39 3. 9. 7 Force Account Bills GC-41 3. 9. 8 Payment for Omitted Items GC:-41 3. 9. 9 Partial Payments GC-42 3. 9. 10 Advances on Materials GC-43 3. 9. 11 Allowance for Materials Left on Hand GC-44 3. 9. 12 Final Estimate GG-44 3. 9. 13 Suspension of Payments GC-44 3. 9. 14 Correction of Work after Final Payment GC-45 3. 9. 15 Payments GG-45 TABLE OF CONTENTS PART IV - TECHNICAL PROVISIONS SCHEDULE I Section Description Page TP I- 1 Clearing and Grubbing TP I- 2 Earthwork I- TP 1- 1 r. TP 1- 3 Structural Concrete I-TP 2- 1 I-TP 3- 1 TP I- 4 Structural Steel I-TP 4- 1 TP I- 5 Steel Joists and Decking I- TP 5- 1 TP I- 6 Miscellaneous Metal I-TP 6- 1 TP I- 7 Curtain Wall, Aluminum Doors, Frames Sidelights and Windows I- TP 7- 1 TP I- 8 Masonry I- TP 8- 1 TP I- 9 Ceramic Tile I-TP 9- 1 TP I- 10 f errazzo I- TP 10-1 TP I- 1 1 Carpentry and Millwork I-TP 11- 1 1 TP I- 12 Roofing and Sheet Metal I-TP 12- 1 TP 1- 13 Building Joint Sealant and Caulking I-TP 13- 1 TP J- 14 Suspended Ceilings and Glasweld Panels TP 1- 15 Hollow Metal Doors and Frames I- TP 14- 1 TP I- 16 Glass and Glazing I-TP 15- 1I-TP 16- 1 TP I- 17 Resilient Floor Coverings I-TP 17- 1 TP I- 18 Finishing Hardware TP I- 19Accessories, Equipment and Furniture 1-TP 1 - 1 TP I-20 Painting I-TP 19) 1 TP I-21 Pipe, Fittings and Valves I-TP 20- 1 TP I-22I-TP n- 1 Rapid Mix Equipment and Screen Repair I- TP 22- 1 TP 1-23 Pktmping Equipment TP 1-24 Chemical Feed Equipment I- TP 23-1 TP I-25 Filters I- TPL4- 1 TP I-26 Plant Control. and Instrumentation I-TP 25- 1 I-TP 46- 1 TP 1-27 Supervisory Control System TP 1-28 Pluoibing I-TP 27- 1 TP 1-29 Heati:ig and Ventiiating I- TP 28-- 1 TP I-30I- TP 29- 1 Elec+r.ical I-TP 30- 1 TP J-31 Roadway, Sidewalks, and Curbs TP I-32I-TP 31- 1 La,.idscaping and Irrigation I-TP 32- 1 r; TP I-33 Testing and Disinfection tic I-TP 3.3- 1 TABLE OF CONTENTS PART IV - SPECIAL TECHNICAL SPECIFICATIONS Section Description page TS-01 General TS-01 TS-02 Pipe for Sewers TS-01 a. Standard Concrete Sewer Pipe TS-01 b. Asbestos-Cement Pipe TS-01 TS-03 County Roads TS-01 TS-04 Surplus Excavated Material TS-02 TS-05 Backfill Ts-o2 a. Public Roads and Streets TS-02 b. Easements and Undeveloped Areas TS-02 C. Backfill Under Existing Utilities TS-03 d. State Highway Backfill TS-03 TS-06 Pavement and Gravel Surface Replacement TS-03 a. General TS-03 b. Bituminous Pavement Replacement on Public Roads and Streets TS-03 C. Gravel Surface Replacement TS-04 d. State N:rhe ay Pavement Replacement: TS-04 w TABLE OF CONTENTS STANDARD TECHNICAL SPECIFICATIONS FOR CONCRETE AND REINFORCED CONCRETE Section Description Page RC-01 General RC-01 RC-02 Ready-Mix Concrete RC-01 RC-0i Concrete RC-01 a, Designation RC-01 b. Cement RC-01 c. Aggregate RC-01 d. Water RC:-02 e. Admixtures RC-02 f. Concrete Tests RC-02 g. Placing Concrete RC-03 h. Curing RC-04 i. Forms RC-05 j. Removal of Forms RC-06 k. Surface Finish RC-06 1 Inserts and Embedded Items RC-06 m. Construction Joints RC-06 n. Waterstops RC-07 o. Measurement RC-07 RC-04 Reinforcement Steel RC-07 a. Quality RC-08 b. Placement RC-08 C. Payment RC-08 TABLE OF CONTENTS STANDARD TECHNICAL SPECIFICATIONS FOR SEWER WORK Section Description Page SW-01 General SW-01 SW-02 Right of Way SW-01 SW-03 Survey Monuments and Property Corners SW-01 S!",'-04 Interferences and Obstructions SW-01 SW-05 Traffic Maintenance and Protection SW-02 SW-06 Private Roads and Driveways SW-03 SW-07 County Roads and State Highways SW-03 SW-08 Railroad Uncle rc.rossings SW-03 SW-09 Clearing and Grubbing SW-04 SW- 10 Cutting Pavement., Sidewalk, Curbs, and Gravel Surfaces SW-04 SW- 11 Landscaped Areas SW-04 SW- 17. Trench Excavation SW-04 a. General SW-04 b. Classification of Excavation SW-05 c. Excavation Below Grade SW-05 d. Wet Excavation SW-05 SW- 13 Tunnels in Lieu of Open Trench SW-06 SW- 14 Blasting SW 36 SW- 15 Sheeting and Bracing SW-06 SW- 16 Sewer Grade and Alignment SW-07 SW- 17 Sewer Pipe SW-08 a. General SW-08 b. Concrete and Clay Pipe SW-08 c. Asbestos-Cement Pipe SW-08 1. Non-pressure Pipe SW-08 2. Pressure Pipe SW-08 d. Cas'. Iron Pipe SW-08 SW- 18 Joints for Sewer Pipe SW-08 SW- 19 Pipe Laying SW-09 SW_20 Branches SW-09 SW-21 House Connections SW- 10 SW_22 Connections to Existing Sewers SW- 10 SW-23 Manholes and Clean Outs SW_ 10 . General SW- 10 b, Drop Manholes SW- 1 1 c. Frames and Covers SW- 11 d. Clean Outs SW- 11 io Section Description Page SW-24 Backfilling SW-11 SW-25 Bank Run Sand and Gravel SW-12 SW-26 Replacing Pavement, Sidewalks, Curbs, and Gravel Surfaces SW-12 SW-27 Measurement for Payment SW-13 a. Sewer Pipe SW-13 b. House Service Pipe SW- l3 C. Sidewalks SW-14 d. Curbs SW-14 e. Bedding SW-14 f. Excavation and Bedding Belo•., Class A or Class B Bedding SW-14 g. Select Backfill SW-14 h. Surfacing SW-14 1 . Asphaltic Concrete SW-14 2. Gravel Surfacing Replacement SW-15 i. Manholes SW-15 1 . 'Type A Standard Manholes SW_15 2. Drop Manholes SW-15 3. Cleanouts SW- 15 j. Testing SW-15 SW-28 Tests of Workmanship SW-16 a. General SW-16 b. lnfiltrat;.on Test SW-16 c. Exfiltration Test (using water) SW-16 d. Exfiltration Test (using air) ,5W-17 SW-29 Clean Up SW-18 a. General SW-1 ti b. Sewers SW-18 C. Final Inspection SW-19 PART I SPECIAL PROVISION. SP-01 GE14ERAL STATEMENT AND EXTENT OF THE WORK a. General. The work to be done under these specifications and the plans which accompany them consists of the construction of sanitary sewers, manholes, and such appurtenant facilities and work as indicated and required. The contractor will be required to furnish all labor, mate- rial, and equipment necessary for the construction of the systems as indicated on the plans and stated herein and to furnish all miscellaneous items required to complete the work. The work is to be constructed for the City of Tigard, Oregon, herein defined as the owner. The owner reserves the right to make reabonable changes in loca- tions of sewers and/or manholes from those shown on the plans and adjust grades during the construction of the sewer system, all for the purpose of better serving the City. Where indicated on the plans, or instructed to do so in the field by the engineer, the COTItractor shall provide appropriate stubouts or outside drops in manholes for future sewer connections and shall close the ends thereof by suitable means to effectively prevent infil- tration. The plan sheets are prepared on topographic maps developed from aerial photographs. The surface profiles have been prepared from on-the- ground surveys where the sewer location is largely in brush; in open areas profiles have been taken from the plan sheets. No attempt has been made to correct the contours on the plan sheets where ground surveys indicate other locations. Measurement for grade and payment will be based on construction staking performed by the engineer. The contractor is cau- tioned not to rely on the plan topography for critical dimensions. Property corners, where shown, are positioned from such iron pipe as were found. No complete property surveys as such have been made for the project. This sewer project is to be constructed to provide gravity flow to the sewage treatment plant from the area lying southeast of S, W. Pacific Highway between Walnut Court and Canterbury Lane and to pro- vide for future gravity seNver connections. b. Subsurface Conditionr;. There may be water at some loca- tions. The extent of this water, of quicksand, or of other adverse soil conditions is not known, but the design has been prepared with the intent SP-01 IL of effecting a sewer that will be as shallow as is practicable. and yet accomplish the objectives of the project. In preparing his bid, the ccn- tractor should recognize that these design considerations can. allow little if any sacrifice of depth to avoid difficult excavation. c. Connections. In addition to constructing the sewers, man- holes and doing other related work shown on the plans and described in these specifications, the contractor shall also make the connection to the sewer near Walnut Court. No flow will be allowed until. the entire length of gravity sewers has met the leakage tests. SP-1,2 PLANS Detailed plans for this project are shown on drawings v hick are bound separately and which bear the general title, CITY OF TIGARD, OREGON SANITARY SEWERS and file numbers and subtitles as follows: Sheet No. Title File No. 1 Plan 63-P-220-5-6698 2 Plan 63-P-220-5-6699 3 Plan 63-P-220- 1,-6700 4 Plan 63-P-220-5-6701 5 Profile 63-P-220- 5-6702 6 Profiles 63-P-220- 5-6703 7 Profiles 63- P-220-5-6704 8 Typical Details 63- P-220-5-6705 SP-03 T1MF; OF COMPLETION The bidder shall name the time of completion in calendar days from the date of execution of the contract. Space for this is provided in the Proposal. Liquidated damages as detailed in Section GC 3. 8. 9 of the General Conditions shall be $50. 00 for each and every calendar day that the date of final completion of the contract is delayed. It is further understood that should the contractor not complete the work within the time specified, the owner may discontinue any further progress payments until the work is completed and accepted by the owner, except should a progress payment in excess of $5000 be due the contrac- tor, based upon work completed anter the ''Time of Completion'' of the contract, the owner will make a progress payment in accordance with regular provisions of these specif4cations. SP-02 SP-04 PREQUALIFICATION OF BIDDER Laws of Oregon require that all prospective bidders on public works m construction must qualify therefor to the satisfaction of the owner of such works before the forms or other documents which are essential in the prepa- ration and filing of a proposal may be issued. It therefore will be presumed that each bidder will have applied to the owner for approval of his qualifica- tions and will have received such approval before requesting that said forms or documents be issued to him. Prospective bidders who heretofore may have qualified with the owner and whose evidence of such qualification is still acceptable may upon request receive the necessary approval without filing new proof thereof - all subject to the discretion of the owner. SP-05 NON-COLLUSION AFFIDAVIT " The owner reserves the right to require that any bidder, before being awarded a contract, shall execute a non-collusion affidavit in such form as will satisfy the owner that the bid offered is genuine, is not sham or collusive, and in no respect or degree is made in the interest or on behalf of any person, firm or corporation not named in the proposal con- taining such bid. SP-06 PAYMEN'T'S Payments will be made to the contractor in accordance with Section GC-09, Measurement and Payment, of the General Conditions. Payments may be made by cash or warrant, and detailed information on payment is * available from the City. SP-07 PROGRESS SCHEDULES AND WORKING; HOURS The contractor shall proceed with the work upon receipt of notice to proceed. See Section GC-3. 8. 1. , Prosecution and Progress. This " notice will be issued after execution of the contract and after performance bond and certificate of insurance have been received by the City. The engineer shall be notified by the contractor when these documents are delivered. The contractor shall within ten (10) days, or within such time as determined by the engineer, after the date of the commencement of the work, prepare and submit to the engineer for approval a practical schedule showing the order in which the contractor proposes to carry on the work, the date on which he will start the several salient features (including the procurement of materials, plant and equipment) and the contemplated dates for completing the same. - SP-03 As most of the work is to be done in residential areas, the con- tractor shall confine his operations to daylight hours. If the contractor desires or if due to slow progress is required to carry on his work at night or outside normal working hours, he must submit an application to the engineer. A permit to perform work during other than normal working hours may be granted by the engineer provided the work is at a place and location not immediately adjacent to residences. If work at night is permitted, the contractor shall allow ample time to enable sati- factory arrangements to be made for inspection of the work in progress, and he shall light the different parts of the work in a manner satisfactory to the engineer and shall comply with all regulations of the owner and the State of Oregon. SP-08 GUARANTEE Whether or not there appears here or elsewhere herein specific reference to guarantees of all items of material, equipment, and work- manship, they nevertheless shall be so guaranteed against mechanical, structural, or other defects for which the contractor is responsible that may develop or become evident within a period of one year from and after acceptance of the work by the owner. Such guarantees shall include care of backfilling of ditches or at structures should the fill settle to such extent as to require refilling or resurfacing roadway surfaces to restore the original or intended condition or grade. This guarantee shall be under- stood to imply prompt attention to any remedy of such defects as those mentioned above if and as they occur after the contractor shall have written notice of their existence. If the defect is of such nature as to demand immediate repair, the owner shall have the right to make them and the cost thereof shall be borne by the contractor. To support the above guarantees the contractor's performance bond shall remain in full force and effect for one year following the acceptance of the project by the owner. The bond shall. be executed by a surety com- pany authorized to do business within the State of Oregon and it shall be subject to the approval of the attorney for the owner. In addition to the above requirements, the contractor shall make his own determination as to the amount of the maintenance bond which will be required by any corporation or agency granting 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. SP-04 PART Il INSTRUCTIONS TO BIDDERS IB-01 INTENT OF PLANS AND SPECIFICATIONS It is the intention of these specifications to provide for careful, thorough and workmanlike construction procedure in the installation of mate- rials and equipment and in the manufacture and delivery of such materials and equipment. The bidder to whom the contract is awarded shall furnish all the material and labor necessary to complete said contract in accordance with all of its terms and conditions. The plans and specifications shall be considered and used together; anything appearing as a requirement of either shall be accepted as applicable to both even though not so stated therein or shown. The engineer may furnish supplemental plans and specifications to define more clearly any requirement of the original documents; these shall be accepted by the contractor as of the same force and effect as though they had been included among the listed draw- ings and in case of any conflict between the listed and the supplemental draw- ings, the latter shall govern. The contractor shall not be entitled to extra payment because of his compliance with the requirements of such supplemental drawings unless they contain new requirements involving costs which clearly could not have been anticipated by an experienced contractor in his examina- tion of the original listed drawings or could not reasonably be inferred there- from as requirements of the contract. All specifications and notes appearing on the plans shall have the same force and effect as though they were repeated herein. IB-02 INTERPRETATION OF DOCUMENTS If a prospective bidder is in doubt as to the true meaning of any part of the plans, specifications, or other proposed contract document, he may submit to the engineer a written request for an interpretation thereof. The person submitting the reclnest will be responsible for its prompt deliv- ery to the engineer. An interpretation will be made only by addendum duly issued by the engineer and a copy thereof will be mailed or otherwise de- livered to each prospective bidder. The owner will not be responsible for any other form of explanation or interpretation. IB-01 IB-03 EXAMINATION OF SITE AND CONDITIONS Before making a proposal, the bidder shall examine the site of the work and ascertain for himself all the physical conditions in relation thereto. Failure to take this precaution shall not release him from his obligation as implied by the proposal he submits nor excuse him from performing the work in strict accordance with the requirements of the contract documents. No statement made r-� any officer, agent, or employee of the owner pertaining to the site of the work or the conditions under which the work must be performed will be binding on the owner. IB-04 QUALIFICATIONS OF BIDDER The owner desires that this project shall be built by a contractor who is competent and adequately financed. The owner may request the bidder to submit a written statement to show experience in construction work of this character as an indication of qualifications and business standing. If required, the bidder may make his statement in such form as may seem appropriate but it should be notarized and failure to comply with this request may cause rejection of the bid which is affected. IB-05 PREPARATION OF PROPOSAL Bids must be submitted by filling in with ink (or typing) each and every blank provided for such purpose in the form headed "Proposal", or if the bidder is required to provide a special form appropriate to the nature of his bid then such form shall be complete in all respects as required by the specifications if it is to merit consideration by the owner. Where indicated all blank spaces shall be filled in with words and figures. Written amounts shall take prece- dence where there is a conflict between the written amount and the figure. If the proposal is made by a partnership, it should contain the name of each partner and should be signed in the firm name, followed by the signa- ture of a partner or that of a perstm duly authorized to act for and on behalf of such partnership. If made by a corporation, the proposal should be signed with the name of the corporation and the State in which incorporated, followed by the written signature of the qualified rfficer and the designation of the office he holds in the corporation. The address of the person, firm or corporation in whose behalf the proposal is submitted shall be given. The bidder shall comply with all other specific requirements of the proposal form. IB-06 ALTERATION OF DOCUMENTS PROHIBITED Except as may be provided otherwise herein, proposals which are incomplete, are conditioned in any way which the plans or specifications do not authorize, contain unverified erasures or alterations, include items which are not named in the proposal form or which are unlawful, may be rejected as informal. IB-02 REIN' TB-07 SUBMISSION OF PROPOSA L Each proposal sh-.11 be completely sealed in a package addressed as required by the <)ificial advertisement, marked with the name of the Bidder and the title of the project; it must be delivered to the addressee at or before the time named. !.n said advertisement. IB-08 MODT�'LCATT,ON OF PROPOSAL Change in a proposal already delivered will be permitted only if a re- q uest for the privilege of making such modification is made in writing signed by the Bidde - and the specific modification itself is stated prior to the scheduled closing time for the receipt of proposals, To be effective, every modification must be inacle in wr.ting over the signature of the Bidder; no other form of pro- cedure will be accei.,table. IB-09 WITHDRA','JAL OF PROPOSAL, A proposal may be withdrawn at any time prior to the scheduled closing time for filing bids. This may be done by the Bidder in person or upon his tele- graphic or written request. A telephone request for withdrawal of a proposal will not be recognized for this purpose. If withdrawal is made personally, a written acknowledgment thereof will be required, After the scheduled closing time for filing bids, no Bidder will be per- mitted to withdraw his proposal unless no award of contract has been made prior to the expiration of thirty (30) days immediately following the time when bids are submitted. Bids received after the scheduled closing time will be returned to the Bidder unopened. IB-10 OPENING BIDS All proposals received prior to the scheduled closing time and which are not withdrawn as above provided will be publicly opened and read aloud even though there may be irregularities or informalities therein, except that any pro- posal which is not signed will not be read and, consequently, will be rejected ithout consideration. TB-11 AWARD OF CONTRACT Within thirty (30) calndar Says after the opening of the proposals the owner will accept one of the propos als or reject all bids. IB-12 BASIS OF AWAh T) The award will be rnade upon the basis of proposal which in the owner's sole judgment, will sere the best interests of the owner, An early comple- tion date is desired and the owner may give such value as may be IB-03 deemed appropriate to the contractor's "construction time" after all other features of the Bidder's proposal have, been considered. 1ia-13 REJECTION OF BIDS The owner reserves the right to reject any or all proposals or to waive any informalities therein if it is believed that the best interest of the owner will be served thereby. v' r 113-04 PART III GENERAL CONDITIONS GC-01 DEFINITIONS 3. 1 . 1. Definition of Terms In these specifications and the contract, the following words or ex- pressions shall be understood to have the meanings given below: AASHO - American Association of State Highway Officials ACI - American Concrete Institute API - American Petroleum Institute ASA - American Standards Association -' SME - American Society of Mechanical Engineers ASTM - American Society for Testing Materials AWS - American Welding Society AWWA - American Waterworks Association IEEE - Institute of Electrical and Electronics Engineers NBFU - National Bureau of Fire Underwriters NEC - National Electrical Code NEMA - National Electrical Manufacturer's Association UBC - Uniform Building Code "Kidder" - Any individual, firm or corporation formally submitting a proposal. for the work contemplated, or any portion thereof, acting directly or through an authorized representative. ''Contract" The agreement between the owner and the contractor describing the work to be done and defining the obligations of the owner and the contractor in accordance therewith. It includes the "Specifications, " "Proposal, " "Performance Bond, " and "Plans, ' and it includes also, all agreements of a supplemental nature that may be entered into during the progress of the work, "Contract Documents" The plans, specifications, agreement, per- formance bond, including all modifications thereof incorporated in the docu- ments before their execution and all agreements of a supplemental nature that may be entered into during the progress of the work; the "Contract" includes all of the "Contract Documents. " "Owner" - The owner of the work, when it is completed as indicated in the official advertisement and named in the contract. "Contractor" - The individual, firm or corporation undertaking the execution of the work under the terms of the contract and acting directly or through Ins or its agents or employees. "Engineer" - The firm of Stevens, Thompson, Runyan & Ries, Inc, or any duly authorized assistant acting for the firm; the engineer being the agent of the owner. "Inspector" - The authorized representative of the engineer or owner assigned to observe the work or materials therefor. 4-6 CC-01 M "Performance Bond" - The form of security approved by the owner, furnished by the contractor and his surety guaranteeing the complete and faithful performance of all of the obligations and conditions placed upon the contractor by the contract. "Plans" - The maps, plans, and drawings as listed and referred to in the "Contract Documents" together with any additional maps, plans, or drawings furnished by the contractor if and when they are approved by the engineer; also any supplemental drawings furnished by the engineer to the contractor and also all approved shop drawings submitted by the contractor and approved by the engineer, all as provided elsewhere in these specifica- tions or other contract documents. "Proposal" - The written proposal of the bidder on the form furnished for the work contemplated and which is required to be signed by the bidder. "Proposal Guaranty" - The security to be furnished by the bidder an a guaranty of good faith to enter into a contract for the work contemplated if it be awarded to him. "Right of Way" - The area provided by the owner for use in con- structing the work covered by the contract, including the appurtenances thereto. The right of way so designated may be either temporary or perma- nent. "Specifications" - The directions, requirements, explanations, terms and provisions pertaining to the various features of the work to be done, the manner and method of performance, and the manner and method of measurement and payment. The specifications include such directions, requirements and explanations as appear on the plans. "Subcontractor" - A.ny individual, firm or corporation acting for or in began of the contractor in the Pvecu.tion of all or any part of the con- tract. This does not include those working (or hire or suppliers of material or equipment except that production of materials or supplies at the project site shall be deemed as being product-d by a subcontractor where such is not. produced by the contractor's owr) forces and equipment. "Supplemental Agreement" - Any written agreement or under,staZid- ing entered into between the contractor and the owner to supplement or clarify, or alter the plans, specifications or contract, or to otherwise provide for unforeseen work, contingencies, alterations in plans, and other matters not contemplated by or adequately provided for in the plans and specifications. "Surety" - The Company or Association which is bound with and for the contractor, for the acceptable performance of the contract, and for his payment of all obligations arising out of the contract. Where applying to the "Proposal Guaranty", it refers to the Company or Association which engages to be responsible for the bidder's execution of a satisfactory con- tract when and if his bid is accepted by the owner. "Work" - Work shall be understood to mean the furnishing of all - labor, materials, equipment and other incidentals necessary or conven- ient to the successful completion of the project or the portion of the project involved and the carrying out of all the duties and obligations imposed by the contract. 4-6 GC-02 "Written Notice" - A written communication delivered in person to the individual. or to a member of a firm or to an officer of the corpora- tion for whom it is intended, or if delivered or sent by mail to the last business address known to the one who gives the notice. It shall be the duty of each party to advise the other parties to the contract as to any change in business address until completion of the contract. "Act of God" - Means an earthquake, flood, cyclone or other cataclysmic phenomenon of nature. Rain, wind, flood or other natural phenomenon (including earthquakes, cyclones, etc. ) of recorded intensity for the locality of the work shall not be construed as an Act of God and no reparation shall be made to the contractor for damages to the work result- ing therefrom. GC-02 PROPOSAL REQUIREMENT'S AND CONDITIONS 3. 2. 1 Inclusion of Proposal in Contract The requirements and conditions of the proposal are hereby made part of this contract. GC-03 AWARD AND EXECUTION OF CONTRACT 3. 3. 1 Time Reserved for Award of Contract and Preparation of Contract Documents The time of completion of the work conternplated by this contract shall not be vitiated by the fact that there will, of necessity, be a certain period of elapsed time between the date of receiving bids and the signing of the written instruments by all parties thereto. In specifying the dates for completion, it has been assumed that a period of not more than forty- five (45) days will elapse between the receiving of the bids and the submis- sion to the contractor of the written contract for his execution. If the above period exceeds this amount, the bidder will be released from his proposal bund unless by written notice to the owner the contractor has granted the owner an extension of time for the official award of the contract. 3. 3. 2 Contractor to Furnish Bund The contractor shall within ten (10) days from the date of notifica- tion by the owner that the contract is ready for signature and before com- mencing work thereunder, furnish to the owner and maintain in force during the continuance of this contract a bond satisfactory to the owner and with such surety or sureties as the owner may approve. The bond sha.l.). be in the fell amount of the contract price and shall be for the 4-6 GC-03 faithful performance of this contract in all respects, including but not limited to payments for materials, labor, etc. , and no contract shall be binding until the said bond is furnished and approved by the owner. If said bond is not so furnished within the ten days herein specified, the contract may be immediately terminated by the owner without any notice to the contractor. No work may be commenced until the bond has been approved by the owner. 3. 3. 3 Estimates of Quantities Approximate Only It is expressly agreed that the quantities shown in the proposal form whether for a "Unit Price Contract" or in connection with a "Lump Sum Contract", given under the heading "Schedule of Contract; Prices" are approximate only and are not to be taken to be either representations or warranties. The owner does not expressly nor by implication agree that the actual amount of work will correspond therewith, and reserves the right to increase or decrease the amount of any class or portion of the work as may be deemed necessary or expedient by the engineer, without extra or special compensation to the contractor except as may be provided elsewhere in these specifications. 3. 3. 4 Examination of Plans, Specifica.tionR, and Site of Work It is understood that the contractor, before signing the contract, has made a careful examination of the plans, specifications, and con- tract; that he hat3 fully informed himself as to the quality and quantity of materials and the character of the work required; and that he has made a careful examination of the location and condition of the work and the sources of su-ply for any and all. materials. The owner will in no case be responsible for any loss or for unanticipated costs that may be suffered by the contractor as a result of conditions pertaining to the work. 3. 3. 5 Amount of Contract The amount of the contract shall be understood to be the total sum of the amounts computed from the approximate quantities and unit prices or the lump sum as given in the proposal form. Where pricea are given on alternate items, only the amounts of thealternates accepted by the owner will be included in the total. 3. 3. 6 Execution of Contract .. Within ten (10) days after receiving from the owner properly pre- pared contract documents, the successful bidder shall sign the contract. 4-6 GC-04 GC-04 SCOPE OF WORK 3. 4. 1 Intent of the Plans and Specifications The true intent of the plans and specifications is to provide for the execution and completion in every cletail of the project or work described in the special provisions and contract. Except as otherwise specifically provided, the contractor shall furnish all labor, tools, implements, machinery, supplies, materials, and incidentals, and shall do all things necessary to perform and to complete, according to the specifications and plans, the work to be done tinder the contract. This shall be understood to include, in addition to the work specifically called for in the plans and speci- fications. the performance of such extra, additional, and incidcrital work as may appear in the sale judgment of the owner to be necessary for the comple- tion of the work contemplated in a substantial, workmanlike, and otherwise satisfactory manner. 3. 4. 2 Increased or Decreased Quantities The right is reserved by '.he owner, without impairing the contract to make such increases and decrease; in the quantities of the work as may be considered necessary to complete fully and satisfactorily the work in- cluded in the contract.. The contractor shall. have no claim for damages or for anticipated profits on account of any portion of the work that may be omitted, prrwided such omission shall not thereby reduce the amount of the contract by more than ten per cent (10%n) provided, however, that the owner shall have the prix, lege of deteting any item or items of any schedule in its entirety and said ten per cent of permissible reduction then shall apply only to the aggregate contract price for the remaining items. Deletion of entire items generally shall be made when the contract is executed but in case the q contractor shall, have performed some work on account of any item which is subscnuently deleted, he shall be paid therefor on the basis of extra work, 3. 4. 3 Alt?rations in Details of Construction The engineer, during the progress of the work, may alter any of the details of construction as may be found expedient or suitable; such alter- ations shall not invalidate the contract nor release the surety, and the con- tractor agrees to accept and execute the work as altered the same as if it had been a part of the original contract, The compensation to the con- tractor in such cases shall be determined as specified for Additional Work should additional requirements be made of the contractor or by negotiation if the wo.-k is reduced. 4-6 GC-0S 3. 4, 4 Extra Work Upon the written order of the engineer, the contractor shall per- form such additional or extra work that may or may not be included under or covered by contract prices, as may be necessary for the satisfactory completion of the project. If the work is of a kind for which a specifica- tion is given herein, it shall be performed in accordance with that speci- fication subject to such supplemental or additional specifications, plans and instructions as the engineer may issue. If the work is of a kind not covered by a specification Riven herein it shall be performed in accordance with accepted practice for the class of work intended and in accordance with such plans as may be issued by the engineer. The owner shall have the (,,)tion of paying for additional or extra work at the stipulated unit prices ur stipulated lump sum prices given in the proposal form or on a force account or cost plus basis described in .Article 3. 9. 6 of these specifications. Payment for extra work will be made only when the work involved has been authorized by the engineer, in writing prior to performance of the work. 3. 4. 5 Protection of Work During Suspension If it should become necessary, because of the lateness of the season or any other reason to stop the work, then the contractor shall open proper drainage ditches; erect temparary structures where necessary; prepare the work so there will Lie minimum i.nterfercm-e with traffic, if the work is on a public right of way ; and take every precaution to prevent any damage or unreasonable deterioration of the work during the time the work is closed. if upon reopening the work, it Is found that any such damages or deteriora- tion has occurred, due to the lack of said precautions, then, and in that event, the contractor shall correct all such conditions at his own expense in a manner acceptable to the engineer. 3. 4. 6 Final Trimming of Work The work to be done under the contract shall include such repair work as may be necessary to overcome such deterioration as may occur on some portions of the work while oth,,r portions of the work are being i.erformed. The project shall be in a neatly trimmed and well-finished condition throughout at the time of completion and acceptance. 4-6 GC-06 3. 4. 7 Final Cleaning Up Upon completion of the work and before acceptance and final payment shall be made, the contractor shall clean up the right of way and all prop- erties on which he has operated in the construction of the project, including removing or burning all discarded materials, rubbish and debris. He shall tQar down, remove or burn all construction plant structures erected by or for him, or by or for his subcontractors or employees on the right of way or on property controlled by the owner. He shall do all things necessary to put the whole of the right of way and such other property controlled by the owner as he may occupy in a neat, clean and orderly condition. 3. 4. 8 Removal of Contractor's Equipment and Materials It is understood and agreed that the contractor is to promptly re- move from the project right of way and other property owned or controlled by the owner, all equipment and material that he places thereon that is not to become the property of the. owner. It is further understood and agreed that any such equipment and material of all kinds that is not removed, as herein provided, within thirty (30) da •• after the date upon which all other work to be done under the contract is completed, or within such longer time as may be agreed upon in writing between the contractor and the engineer, shall become the property of the owner and may be used or otherwise dis- posed of by the owner without ehligation to the contractor or to any party to whom he may transfer title. Nothing in the above clause shall be construed as relieving the con- tractor from his obligation to clean up the right of way and the sites of his operations and to remove and dispose of debris, waste materials, etc. , in accord with other provisions of the contract. GC-05 CONTROL OF THE WORK 3. 5. 1 Authority of the Engineer To prevent misunderstandings, disputes and litigation it is expressly understood and hereby agreed to by all of the parties to the contract, includ- ing the surety, that the engineer shall, in all cases, determine any and all questions which may arise concerning the quality, quantity and acceptability of materials furnished and work performed; the manner and rate of progress of the performance of all work; the interpretation of plans and specifications; and the amounts and classifications of the several kinds of work and materials; and his estimates and decisions in these matters shall be final, binding, and conclusive upon all parties to the contract. 4 -6 GC-07 The engineer shall be the owner's representative during the con- struction period and shall observe the work in process on behalf of the owner; that said work will not be considered completed until approved by the engineer and accepted by the owner; that the contractor shall at all times carry out and fulfill the instructions and directions of the engineer insofar as the work to be performed under the contract is concerned; and that in the event the contractor tails to carry out and fulfill such instruc- tions and directions, the owner may refuse to make any partial or final payments to the contractor so lon.g as such instructions and directions are not complied with. In case of the termination of the employment of the engineer, the owner shall appoint a capable and reputable professional. engineer whose status under the contract shall be that of the former engineer. 3. 5. 2 Deviation from the Plan;! No deviation from the plans or the approverl working and/or shop drawings is permissible except on written order of the engineer. 3. 5. 3 Interpretation of Contract, Specifications and Plans In cases of conil.ic.t in the requirements and pro,,isions as set out by the contract, the specifications, or the plans, such conflict shall be recon- ciled by the acceptance of the following order of precedence for the various contract document6: (1) the contract document bearing the signature of the owner and the contractor; (2) the writtenproposal of the contractor; (3) Part 1 and Special Technical Provisions of Part IV; (4) the plans, including notes written thereon; and (5) Parts I1, 111, and Standard Technical Provi- sions of Part IV of the specifications. The apparent silence of the specifications and plans as to any detail or the apparent omissiuii from them of a detailed description con- cerning any point, shall be regarded as meaning that only the best general practice is to prevail and that only material and workmanship of first qual- ity are to be used. The contractor shall take no advantage of any errors or omissions in the specifications and plans or of any discrepancies in or between same; but where such errors, omissions or discrepancies occur, lie will be gov- erned by the apparent intent of the specifications and plans and by orders of the engineer. Work performed by the contractor as a result of an error or omission in the plans and specifications when such error or omission is not called to the attention of the engineer shall be at the contractor's risk. 4-6 GG-Q6 3. 5. 4 Plans and Working Drawings The contractor will be supplied with six sets of specifications and the prints of the drawings prepared by the engineer showing the project in detail. The contractor may obtain any additional prints required from the engineer by compensating the engineer for the cost of printing involved. Figured dimensions on the drawings will be used in preference to scaling the drawings. Where the work of the contractor is affected by finish dimension, these shall be determined by the contractor at the site, and he shall assume responsibility therefor. General drawings showing such details as are necessary to give a comprehensive idea of the construction contemplated will be included in the plans; but the contractor shall submit to the engineer for approval. such additional shop details, settings, schedules and such other working drawings as may be required for the construction of any part of the work, and prior to the approval of such plans any work done or material ordered shall be at the contractor's risk. All shcp or working drwvvings shall be made in such a manner that clear and legible r,!productioros ran be rnade from them. Any drawings submitted for approval which are, in the engineer's opinion, carelessly prepared, erroneous or unchcciced, will be returned to the contractor for redrawing and checking, and aJlf�r such re drawing and checking shall be resubmitted to the engineer. All drawing,-, submitted to the engineer for approval shall be one of the following sires: 8 112 x 11 inclies, 11 x 17 inches, or 22 x 36 inches. Shop drawings for structural steel items, structures or rniscellane- ous iron items shall consist of shop details, erection and other working plans showing dimensions, sizes of material, lists of field rivets and bolts, details and other information necessary for the complete fabrication and erection of all such metal work. Shop drawings for mechanical equipment and other structures or equipment shall consist of such detailed plans as may be reasonably re- quired for the successful prosecution of the work and which are not in- cluded in the plans furnished by the engineer. Th- se may include plans for falsework, bracing, centering and form work, masonry layout diagrams, bending diagrams for metal reinforcement, shop details for precast con- crete items, and installation drawings or instructions. 4-6 GC-09 It is expressly understood that the approval by the engineer of working drawings or shop drawings submitted by the contractor or his agents will not relieve the contractor from responsibility for errors in details, dimensions, or quantity or strength of such materials. Material improperly fabricated shall be replaced or modified at the contractor's expense. I The contractor shall submit with such promptness as to cause no ' delay in his own work or in that of any other contractor, not less than two copies, checked and approved by him, of all shop or setting drawings and schedules required for the work of the various trades. The engineer I shall check and approve, with reasonable promptness, such schedules and drawings only for conformance with the design concept of the project and compliance with the information given in the contract documents mak- ing desired corrections, including all necessary corrections relating to effects on design. The contractor shall make any corrections required by the engineer, file with him not less than six corrected copies, one of which if requested shall be a reproducible transparency, and furnish such addi- tional copies as neFeded should he wish more than one approved copy returned for his use. The engineer's approval of such drawings or schedules shall I not relieve the contractor from responsibility for deviations from drawings or specifications, unler-s he has in writing called the engineer's attention to such deviations at. the time of subrnission and secured the engineer's I written approval, nor Shall it relieve him from responsibility for errors of any sort in shoji drawings or schedules. The contract bid prices shall include the cost of furnishing all I shop and installation drawings and the contractor will be allowed no extra compensation for such drawings. I The contractor shall keep one copy of all drawings (including approved shop drawings) and specifications on the work, in good order, I available to the engineer and to his representatives. 3. 5. 5 Quality of Equipment and Materials I In order to establish standards of quality, the engineer may have, I in the detailed specifications referred to certain products by name and catalog number. ThiFa procedure is not to be construed as eliminating from competition other products of equal or better quality by other manu- facturers. The words "approved equal" shall be considered following all such listings regardless of whether or not they so appear. 4-6 GC- 10 The contractor shall furnish to the engineer the complete list of proposed desired substitutions in sufficient time prior to their use to give the engineer adequate time for his review, together with such engineering and catalog data as the engineer may require. Failure on the part of the contractor to supply data to the engineer prior to ordering or using such alternate material or equipment will not relieve the contractor of furnishing acceptable material, or equipment as required by the engineer. The contractor shall abide by the engineer's judgment when pro- posed substitute materials or items of equipment are judged to be unaccept- able and shall furnish the specified material or item of equipment in such case. All proposals for substitutions shall be submitted in writing by the contractor and not by individual trades or material suppliers. The engi- neer will approve or disapprove proposed substitutions in writing within a reasonable time. No substitute materials shall be used unless approved in writing. 3. 5. 6 Specifications by Standard Designations Whenever practicable, specifications will be made herein by desig- nating certain published "standards" of recognized organizations. Abbre- viations "ASTM" will be used to indicate the American Society for Testing Materials and this will be followed by the officially published designation number for the particular specification to which the reference applies. Other standards will be indicated by the full name of the sponsoring organ- ization or by clearly recognized abbreviations. In all cases it shall. be understood that such references mean the designated specifications or the latest revision thereof. All material, equipment and devices not specifically covered by such "standards" as indicated above, these specifications, by the plans o-r by addenda shall be subject to the approval. of the engineer to determine the suitability for the service intended. 3. 5. 7 Equipment Approval Data The contractor shall furnish two copies of complete catalog data for the manufactured items of equipment and all. components to be used in the work, including specific performance data, material description, rat- ing, capacity, working pressure, material gage or thickness, brand name, catalog number and general type as requested by the engineer. This submission shall be compiled by the contractor and approved by the engineer before any of the equipment is ordered. 4-6 GC- 1 1 t Each data sheet or catalog in the submission shall be indexed according to specificatipn section and paragraph for easy reference. After written approval, this submission shall become a part of the contract, and may not be deviated from except upon written approval of the engineer. Catalog data for equipment approved by the engineer shall not in any case supersede the contract documents. The approval of the engineer shall not relieve the contractor from responsibility for deviations from drawings or specifications, unless he has in writing called the engineer's attention to such deviations at the time of submission and secured the engineer's written approval, nor shall it relieve him from responsibility for errors of any sort in the items submitted. The contractor shall check and approve the work described by the catalog data with the contract docu- ments for deviations and errors prior to submission to the engineer for approval. It shall be the responsibility of the contractor to insure that items to be furnished fit the space available. He shall make necessary field measurements, including those for connections, and shall order such sizes and shapes of equipment that the final installation shall suit the true intent and meaning of the drawings and specifications. Where equipment requiring different arrangement of connections from those shown is approved, it shall be the responsibility of the con- tractor to install the equipment to operate properly, and in harmony with the intent of the drawings and specifications, arid to make all changes in the work required by the different arrangement of connections. Upon approval of the equipment by the engineer the contractor shall furnish six copies of catalog data of all process equipment or com- ponents thereof together with operating and maintenance instructions. 3. 5. 8 Cooperation with Other Contractors The contractus ah;111 conduct his operations so as to interfere as little as possible with those of other contractors or subcontractors on or near the work. It is expressly understood that the owner has the right and may award other contracts in connection with the work so long as it does not interfere with the work under this contract. Where one contractor's operations are within the limits or adjoin the operations of another contractor, each shall be responsible to the other 4-6 GC- l2 I I for any damage, injury, loss, or expense which may be suffered on account of interference of operations, neglect or failure to finish work at the proper time, or of any other cause. 3. 5. 9 Contractor to Have Representative on Work The contractor shall at all times have a competent superintendent or foreman who shall be acceptable to the engineer and capable of reading and thoroughly understanding the plans and specifications as his agent on the work, who shall have authority to receive instructions from the engineer or his authorized representatives. The superintendent or foreman shall have full authority to execute the orders or directions of the engineer with- out delay and to supply promptly su:h materials, tools, plant, equipment, and labor as may be required, regardless of whether or not the work is to be performed by the contractor's own forces or those of a subcontractor. The fact that an approved subcontractor is performing any portion of the work shall not relieve the contractor of this requirement. 3. 5. 10 Information Regarding Work The contractor shall furnish the engineer every reasonable facility necessary fur obtaining such information as lie may desire respecting Lhe nature and quality of the material: used or to be used and the progress and manner of the work. The engineer shall be allowed access at all times to the books and records of the contractor, and the contractor shall. furnish him all data nec- essary for the determination of the actual cost of all or any part of the work. 3. 5. 11 Notice to Contractors Any written notice to the contractor which may be required by law or by the provisions of the specifications may be served on said contractor or his representative, either personally or by mailing to the address given in the contract or by leaving the same at said address. 3. 5. 12 Notice by Contractors Wherever in the specifications the contractor is required to notify the engineer concerning the progress of the work, or concerning any com- plaint which he may have to make, or for any other reason, it shall be understood that such notification is to be made in writing, delivered to the engineer or his representative in person, or mailed to the office of the engineer at the address given in the official "Notice to Contractors"„ 4-6 GC-13 if IN, M. 0 100 \ \ --- S 1►11 . 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TIGARD 3 C 1 PRAWN T SCAT L 1' _ '=' DATE -• I7 7 / ���,tir�r','r'. I'J(!►IRe'r.� P L A N Z-;'_ -:e,' i _ ��F_r. ./G �r/ i�.. . - v r I ,'�' w �Lr•.—t/J T{'�•� { ■ \ � l I DATE. Na. REvIS1ON - 1 G.r�►. � �J z�n - 57 -- SANITARY SEWERS Tf Hti CHECKED FI PACIFIC HWY SEWER 5 OF 9 ' • ".'m F.4R.A �,, ..» r,. a _._ a -1:, 'rr. f. r 040y „�!ws:M' r -� .�,r' . •-"V - w. •:wn°'.,"" ."'9r►...;1 :'K:"-r.-...._ , _. _ a..w-.r.; „ ..._-......•..—......�w ._. _ .tlWYnn+4N:. ..r► � rjlttI��I1 �����It� :'IL jI 'ijl�irl+ ('1�'1 `��I�t(1 1�1fq 6 MTT �tI �II��I� �hI�ItI TII�I�I III�I1� III�It►IItI�II� i' I 1 I I I � I I NOTE: IF THIS MICROFILMED 2 T... 3 4 5 6 7 8 9 IO I _ 2` DRAWIN[, IS LESS CLEAR THAN r✓r THIS NUTICi-(--IT IS DUE TO wry' r✓ [QUALITY OF THE ORIGINAL i . .. ' DRAWING• OE at 92 LZ 92 S2 V2 E2 2t 12 02 dt 91 L I 91 GI t►t 11 1 Ii 9 [ 9 L 1p E I°1A"' -' ,,ttr � ��ulimlunlullllull�ulllmblulnf�lulu�IltlahllllaalaN6�lIM�IhI�,IN1�1N►NlulNnl►utIN�IIIluhlttllll�l�lu '1I111M►111 JULY 1 1 9 ` •- i C46,37785 -- 1,412,463 16 S W. PAC/ F1 �_— A-6-� �lw Y (�WE".ST 4gc%r/VL') 291 u6 A-6-0 -- --- 86 ' 288.94 85.2 1�Sign ' 8 9J '� L Sign u � ` bqn-- ...... ._ 300-- ---------- I V1 I 98.2 I j f1 , ^'----�,� - n ' /NIS E T Co/? DO � 1 0� i'" -" 388.4 ,►,r� v,� \ \� `�`` \ i C - - °c t<( ` 392.9 33 4 J�r''')� � 1 �� ��� `•�, i i 1 11 �1� r r') rr+�n i f I I - ._- - 1; 7"_ f 1 -340z", \ ' ��`. '� - _ _.�� � '-•.,tip �� \\ \\Y/� \ ` .1 \ Q ` `\ \` � '\ \ i \` 1 �.7 350 2 7 4e f �'Y PRsp OF 426 3 OREt30N Tie to Sheet e s ,� SES //VSE 7— lid T DESIGNED. T. :� APPROVED '� R CITY 0 F •T GAS 0 R EGO N G7 7 DRAWN SCALE 1" - 50' DATE JUNE h I� 1t Enginerrs ' an,I��r.� 4 SANITARY SEWERS 8 �„ i �� �/r% Pp RTLANp. OREGON SEATTLE. WASHINGTON � 0`i DATE N0. F EV1S1 Gh BY CHECKED V ,tom FILE 63 G• 22C�-� - 7C � I 1 .. ` r. ._..`- - , - .. - .. '+ror+�""_ .a.-c: .' .••� -s__ ." .,"�r4ir-c.Yji� _ ""�:"'_-. _'.._•",L'*^ _ _ ..,_...._,...—..rn...,n.r�W11�w,...o...-..... - .,. _ -..... Mw..�rrw•..,«..++walaMYil vw WiIiYiiii �Y+d41�Y+�Irn'. - „ loll�Ill 1111 11�'Rll��fil���'II1lIlI.(t{111��17r�1ji II ISI 111 111 11 11111 11111 III Ilf>)�Illl�tll{111�111IIIIIIIII111I111{III'IIIIYIIIIi11I11lIrIlI111I111I1Illtlt'11tllrl NOTE: IF THIS M ICROF I LME D 1r••--w �••••� ••�? 3 4t 15 g !8 g 110 ! ! _ 12� 1 _ DRAWING IS LESS CLEAR THAN THIS NOTICFw-IT IS DUE TO JK Q"LIT'f OF THE ORIGINAL I ..�,,�• ORAwING. AE 62 9? LZ 92 SZ 02 EZ -$Z 1Z dt 61 81 LI 91 SI bl E1 21 11 01 6 • L to S t, IE.-- Z II ' '� �rlllunlunlllnlln1ln1111yI�r1u1111�1t1111it{Itif�nu�rlulka�l�alrn►�NuIn�I�rlu�HnMlq�itllltlll�tl►IIuHI1111Ir1111a1M�F1111�IIII�IIIIIIUI{Ilrimllm���YN{uulnlllmllull{Is11�1 �U11�1111W11�II{l111�1111111Af�I1N - JL JULY 1 1992 3. 5. 13 Surveys Lines and grades for buildings and all structures and appurtenant facilities including sewers and pressure lines shall be established by the contractor from bench marks and base lines established by-the engineer. The contractor shall devel-)p and make all detail surveys necessary for construction, including the setting of batter hoards or other construction guides from the marks given by the engineer. The contractor shall furnish suitable stakes and other markers to be placed as guides for all construction work and the cost thereof shall. be included in the contract price or prices for various units of the project. The engineer will notify the contractor of the number, size, and quality of stakes he may require from time to time for the establishment of base lines and bench marks. In general such stakes shall be furnished from a source where their accurate and uniform cutting is a regala.r business. Stakes shall be stored as the engineer may request. 3. 5. 14 Authority and Duties of Inspectors Inspectors shall be. authorized to inspect all work done and all materials furnished. Such inspection may extend to all or any part of the work and to the preparation, fabrication, or manufacture of. the materials to be used. It is the duty of the inspector to report. to the engineer as to the progre,,5 of the work and the manner in which it is being performed, al;n to report whenever it appears that the material furnished or the work performed by the contractor fails to fulfill 1.he requirements of the plans and specifications, and to call to the attenlion, of the contractor any such failure. In case of any dispute arising between the contractor and the in- spector as to materials furnished or manner of performing the work, the inspector shall have authority to reject materials or suspend the work until the question at issue can be .referred to and decided by the engineer. The inspector is not authorized to revoke, alter, enlarge, relax or release any requirements of the plans and specifications, nor to approve or acceptany portion of the work, nor to issue instructions contrary to the plans and specifications. The contractor's responsibility for work performed under this con- tract shall in no way be relieved because of the presence or absence of an insprcter. No work shall be deemed acceptable by reason of the presence of an inspector. 4-6 GG 14 ARMLMNALMU s. 5. 15 lnspection The engineer or his representatives shall be allowed access to all parts of the work at all times and shall be furnished with every reasonable facility for ascertaining whether or not the work as performed is in accord- ance with the requirements and intent of the plans and specifications. The contractor shall cut and replace with new materials, at his own expense, such samples as are customarily required for testing purposes. If the engi- neer requests it, the contractor shall, at any time before acceptance of the work, remove or uncover such portions of the finished work as may be directed. After examination, the contractor shall restore said portions of the work to the standard required by the specifications. Should the work thus exposed or examined prove acceptable, the uncovering or removing, and the replacing of the covering or the making good of the parts removed, shall be paid for as "extra work", but should the work so exposed or exam- ined prove unacceptable, the uncovering or removing, and replacing of the covering and the making good of the parts removed, shall be at the con- tractor's expense. 3. 5. 16 Unauthorized and Defective Work Any defective work, whether the result of poor workmanship, use of defective materials, damage through carelessness, or of any other cause, found to exist during construction or within one year after final acceptance shall be removed immediately and replaced by work and mate- rials which shall conform to the sPer_ifications, or shall be remedied otherwise in an acceptable mariner authorized by the engineer. These provisions shall have full effect regardless of the fact that the defective work ma.y have been done or the defective materials used with the full knowledge of the inspector. The fact that the inspector in charge may have previously overlooked such defective work shall not constitute an acceptance of any part of it. Work done contrary to or regardless of the instructions of the engineer, work done beyond the lines shown on the plans or as given, ex- cept as herein provided, or any extra work done without authority, will be considered as unauthorized and will not be paid for bN the owner. Work so done may be ordered removed or replaced at the contractor's expense. 3. 5. 17 Disputed Claims In any case where the contractor deems extra compensation is due him for work or materials not clearly covered in the contract or not ordered by the engineer as an extra as defined herein, the contractor shall in writing notify the engineer of his intention to make claim for such com- pensation before he begins the work on which he bases the claim. If such notification is not given or the engineer is not afforded proper facilities i 4-6 GC- 15 by the contractor for keeping strict account of actual cost, then the con- tractor hereby agrees to waive the claim for extra compensation. Such notice by the contractor and the fact that the engineer has kept account of the cost as aforesaid, shall not in any way be construed as proving the validity of the. claim. In case the claim is found to be just, it shall be allowed and paid for under a supplemental agreement to be entered into between the parties to the contract. 3. 5. 18 Final Inspection Unless otherwise provided, the engineer shall make final inspection of the work included in the contract within a reasonable time after written notification by the contractor or his superintendent that the work is com- pleted. If. after inspection, the work is not approved by the engineer, he shall advise the contractor as to the particular defects to be remedied be- fore final approval and recommendation to the owner for acceptance can be made. GC-06 CONTROL OF MATERIALS 3. 6. 1 Materials to be Approved Before Use Only materials conforming with the specified requirements and approved by the engineer shall be used in the work. Before the delivery of any material to be used in the work is com- menced, the contractor shall have advised the engineer as to the source from which the material is to be obtained, shall have furnished such sam- ples as may be required for testing purposes, and shall have received the engineer's approval of the use of that particular material. The approval of any source of supply by the engineer will not imply that all material from that source will be approved, and should material from an approved source fail to maintain a quality meeting the requirements of the specifica- tions, use of material from that source shall be discontinued, and the con- tractor shall furnish approved material from other sources. Regardless of the source, any nriaterial delivered upon the work which fails to meet the requirements will be rejected, and only material meeting all require- ments will be allowed to be incorporated in the work. Any material or item incorporated in the work which does not meet requirements of the contract documents, even though it be installed with the consent and/or in . the presence of an inspector, shall be removed and approved material shall be used in its place and all costs for removal and installation of approved material shall be at the contractor's expensed 4-6 GC- 16 Material which after approval has, for any reason, become unsuit- able for use, shall be rejected and not used. 3. 6. 2 Tests of Materials All tests of materials shall be made in accordance with approved methods as described and designated in the specifications. When tests of materials are required, such tests shall be made by a testing laboratory approved by the engineer and at the expense of the contractor. The con- tractor shall afford such facilities as may be required for collecting and forwarding samples and shall hold the materials represented by the sam- ples until tests have been made and the materials found equal to the require- ments of the specifications or to approved samples. The contractor in all cases shall furnish the required samples without charge. In the absence of any definite specification or reference to a speci- fication in the technical specifications or in the special p.rovisior,s for the particular project involved, it shall be understood that such materials and tests shall meet the specifications and requirements of the American Society for Testing Materials. Unless otherwise specified, all tests of materials shall be made in accordance with the methods prescribed by the American Society for Testing Materials. Wherever in the specifications a particular specification of the American Society for Testing Materials is referred to by number, it shall be understood that such reference shall include all amendments and addi- tions thereto adopted by such organizations prior to the award of the con- tract. The testing of materials shall be done in a laboratory, approved by the engineer, and the results of the tests made therein shall be used as a basis for acceptance or rejection, in accordance with the specifications for the particular material.. 3. 6. 3 Storage of Materials Materials shall be stored in such manner as to insure the preserva- tion of their quality and fitness for use. When considered necessary to pro- tect materials against dampness, or to keep them clean and free from dust, dirt or other detrimental matter, suitable sheds, platforms and covers shall be provided. Materials shall be stored in such a manner as to facili- tate inspection. 4-6 GC- 17 3. 6. 4 Defective Materials All materials not conforming to the requirements of the specifi- cations shall be considered as defective. No defective material, the defects of which have been subsequently corrected. shall be used until approval has been given. Upon failure on the part of the contractor to remove, repair or replace defective material when so ordered by the engineer, the owner shall have authority to removb, repair or replace such defective material and to deduct all costs so incurred from any monies due or to become due the contractor. Defective material not permitted for use shall be immedi- ately removed from the site or disposed of as directed by the engineer. 3. 6. 5 Ordering Materials The contractor is cautioned against placing orders for full quanti- ties of materials until the work has advanced to a state permitting the determination of the exact quantities required. Estimates of quantities of materials furnished by the engineer are understood to be approximate only, and, unless otherwise specified, the owner will in no way be respon- sible for any materials in excese of actual requirements. Neither will the owner be responsible for any incrFn,-ed costs or extra expense that the contractor may have to bear on account of materials or work not being ordered at some earlier date. 3, 6. 6 Materials Furnished by the Owner Materials specifically indu•,itc.ci shall he furnished by the owner. The fact that the owner is to furnish material is conclusive evidence of its acceptability for the purpose intended, and the contractor may continue to use it until otherwise directed, if the contractor discovers any defect in material furnished by the owner, he shall notify the engineer. Unless otherwise noted or specifically stated, materials furnished by the owner, which are not of local occurrence are considered to be f, o. b, the nearest railroad station. The contractor shall he prepared to unload and properly protect all.such material from damage or loss. The contractor shall be responsible for material loss or damage after receipt of material at the point of delivery. 3. 6„ 7 Manufacturer's Directions Manufactured articles, material and equipment shall be applied, installed, connected, erected, used, cleaned and conditioned as directed by the manufacturer unless herein specified to the contrary. 4-6 GC- 18 3. 6. 8 Guaranty Period The contractor shall warrant all materials and equipment furnished by him for a period of one year from date of final acceptance of the work by the owner. This warranty shall mean prompt attention to the correction and/or complete replacement of the faulty material or equipment. GC-07 LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC, 3. 7. 1 Laws to be Observed The contractor at all times shall observe and comply with all federal, state, and local laws, ordinances, and regulations in any manner affecting the conduct of the work, and all such orders or decrees as exist at present and those which may be enacted later, of bodies or tribunals having any jurisdiction or authority over the work, and shall indemnify and save harm- less the owner and the officers, employees, and agents (including the engi- neer) of the owner against any claim or liability arising from or based on the violation of any such laws, ordinances, regulations, orders or decrees, whether such violations be by the coritrec�or, his subcontractors or his employees. 3. 7. 2 Permits and Licenses The contractor shall procure all permits and licenses, pay all charges and fees, and give all notices necessary and incident to the due and lawful prosecution of the work. Such fees shall be included in fl-, basic contract price. 3. 7. 3 Patented Devices, Materials, and Processes The contractor assumes the responsibility of defending any and all suits or actions brought for the infringement of any patent claimed to be infringed by any material, device, plan, method or process to be incorpo- rated in the work and/or required to be used in connection with the work to be done tinder the contract, including all attorney's fees and court costs, and he shall indemnify and save harmless the owner, the officers, em- ployees, and agents (including the engineer) of the owner from all claims of and suits or actions for infringements of patents. 3. 7. 4 Sanitary Provisions The contractor shall observe all rules and regulations of the state and local health officials, and shall take such precautions as are necessary to avoid creating conditions which are not sanitary. The contractor shall 4-6 GC_ 19 provide and maintain in a neat and sanitary condition such accommodations for use of his employees as may be necessary to comply with the require- ments of public health officials. He shall permit no public nuisance at any place over which he has control. 3. 7. 5 Public Safety and Convenience The contractor shall at all times so conduct his work a.; to insure the leas: possible obstruction to traffic. The convenience of the general public and the protection of persons and property is of prime importance and shall be provided for by the contractor in an adequate and satisfactory manner. The contractor shall conduct the work with the view of causing a minimum of inconvenience to traffic on intersections and connecting streets and to persons conducting commercial enterprises or residing alOTIg the route of work. Entrances to residences, garages, service stations, busi- ness places, driveways of all kinds shall not be blocked for more than a few hours, if at all. Satisfactory means cf ingress and egress for persons residing or having occasion to transact, business along the route of t.'rle work shall be maintained at all times. The contractor shall not wcrk be- fore 7:00 A. M. or after 6:00 P. M. without permission of the owner. 3. 7. 6 Barricades, Warning Signs, and Flagmen The; contractor shall at his expense and without lrir ther or either order provide, erect and maintain at all. times during the progress or temporary suspension of the work suitable barricades, fences, signs, or other adequate warnings or pr.otectic)n, and shall pr,;•,ide, keep and main- tain such danger lights, signals, and flagmen as may be necessary or as may be ordered by the engineer to insure the safety of the public as well as those engaged in connection with the work. All. barricades and obstruc- tions shall be protected at night by signal lights which shall be suitably distributed across the roadway and which shall be kept burning from sun- set to sunrise. Barricades shall be of substantial construction and shall be suitably painted to increase their visibility at night. Failure of the engineer to notify the contractor to maintain bar- riers, lights, signals, or flagmen shall not relieve the contractor from this responsibility. If, in the judgment of the engineer, flagmen are necer-sary for the purpose of protection and safety to traffic, such flagmen shall, on order of the engineer, be furnished at the contractor's expense. 4-6 GC-20 The signs to be furnished and used by the contractor in directing, controlling and safeguarding traffic shall conform with the standard sign designs in use by the state highway officials. The contractor's responsibility for the safeguarding of traffic as specified above shall cease when the work included .in the contract is accepted as complete. 3. 7. 7 Fences By Vie construction of temporary fences, or by other adequate mea.r.s, the contractor shall restrain stock from leaving the lands wherein they are confined or from trespassing which would be made possible by, or which might result from, the removal or destruction of existing fences or the carrying out of any part of the work under the contract. The con- tractor shall be responsible for all loss, injury or damage that may result from his failure to restrain stock as above provided. The expense of erecting and maintaining temporary fences and for otherwise providing for the restraint of stock shall be borne by the contractor. The contractor shall use all reasonable care to avoid damaging existing fences, and lie -,hall repair or replace at his own expense, and to the satisl7ctloll of the owner, all. fences which are in any way damaged by his opera,t.joris. 3. 7. 8 Saft-gua roof EXc:avat i On F. The ontractor shall provide such :safeguards and protections around and in the vicinity of the excavations he makes as may be neces- sary to prevent and avoid the occurrence of damage, loss, injury and death to property and persons because of such excavations. Liability for any such damage, loss, injury or death shall rest with the contractor, in the cases of excavations made ori V... highway right of way or on lands owned or otherwise controlled by the owner. The contractor's responsi- bility for safeguarding and protecting and his liability for damage, loss, injury or death shall cease when all work to be done under the contract is completed and accepted by the owner. 3. 7. g Use of Exploslives In the use and storage of explosives, the contractor shall use every precaution to prevent; injury to persons and damage to property. Secure storage places shall be provided and al.l such places shall be clearly marked with warning signs. Only persons experienced in the 4-6 GC-21 handling of explosives shall be allowed to use them on the work, and no shot shall be put off until warning has been sounded and all persons within the radius of danger removed. In the handling and storage of explosives, the contractor must com- ply with all federal, state and local laws, and the owner will in no way be responsible for any noncompliance therewith or for damages to property or injury to persons resulting from accidental or premature explosions. 3. 7. 10 Trespass The contractor will be solely responsible for any trespass upon adjacent property or injury thereto, resulting frorn or in connection with his operations. Iie will be liable for any claims that may be made on account of trespass or the deposit of debris of any kind upon private grop- e r ty. 3. 7. 11 Protection of Property and Persons In the performance of the work to be done under the contract, the contractor shall use every reasonable and practicable means to avoid dam- age to property, injury to persons and loss, expense, inconvenience and delay to property owners, users of streets or highways and others. He shall provide protective devices and flagmen wherever and whenever needed in affording this protection and, in the performance of the work, he shall use no means or methods which will endanger, unnecessarily, either per- sons or property. At points where the contractor's operations are adjacent to prop- erties of railway, telegraph, telephr.,ne and power companies, or are adja- cent to other property, damage to which might result in material expense, loss, or inconvenience, work shall not he commenced until all arrange- ments necessary for the protection of the interests of the owner, as well as any interest that a third party may have therein, have been made. When explosives are used, particularly in proximity to buildings or other structures, care shall be taken to protect the surroundings from injury by the explosion, the resultant concussion or by flying rocks or debris. The quantities of explosives and the manner of their use shall be such that adjacent property will not be damaged. In case the vicinity of the work is accessible to the general public, the contractor shall, before any shots are fired, post men about the work in various directions to warn all persons of the danger existing and to prevent them from approaching closer than safety will permit. 4-6 GC-22 3. 7. 12 Restoration of Damaged Property All damage and injury to property :hat may be caused by or that may result from the carrying out of the work to be done under the contract, or from any act, omission or neglect of the contractor, his subcontractors, or his employees, shall promptly be made good by the contractor either by the repairing, rebuilding, or replacing of the property damaged, or in some other manner satisfactory to the owner of such property. In case of failure on the part of the contractor to promptly and satisfactorily make good such damage or injury, the owner may, without notice to the contrac- tor, proceed to repair, rebuild, or replace such property as may be deemed necessary, and the cast thereof will be deducted from any monies due or which may become due the contractor under the contract. In applying the provisions above stated, the repairing, rebuilding or replacing of damaged property shall be understood to include the pro- viding of any temporary facilities that may be needed to maintain normal service until the required repairing, rebuilding or replacing is accomplished. 3. 7. 13 Responsibility for Damages The contractor shall be responsible for all damages to property, injury to persons, and loss, expense, inconvenience, and delay that may be caused by or that may resultfrom any act, omission, or neglect of the contractor, his subcontractors, or his employees in the performance of the work to be done under this contract. The contractor shall. indemnify and save harmless the owner, the owner's officers, employees, and agents (including the engineer) from all claims, demands, suits or actions of every name and description brought for or on account of any damage, injury, loss, expense, inconvenience, or delay received or sustained, or claimed to be received or sustained by any person or persons, which damage, injury, loss, expense, inconvenience, or delay may have been caused by or may have resulted from the perform- ance of the work to be done under the contract, or from any act, omission, or neglect of the contractor, his subcontractors, or his employees; pro- vided, however that the owner shall promptly call to the attention of the contractor any claim, demand, action or suit filed with the owner for any such injury or damage and should suit or action be commenced against the owner to recover any such claim or damage, the owner shall, before time for answer expires or before default has been entered, furnish the contractor and/or his surety with a copy of the complaint. It is expressly understood that, in the event any of the hereinabove mentioned claims, demands, suits or actions are not settled or otherwise satisfactorily con- cluded by the contractor and a valid release thereof or other suitable 4-6 GC-23 ALMIR evidence to that effect has not been furnished to the owner, the owner may retain so much of the money as is due to the contractor, or such money as may become due to the contractor, under and by virtue of this contract, as -nay be considered necessary by the owner. The owner may retain such monies until such claims, demands, suits or actions have been settled or otherwise concluded to the satisfaction of the owner or until the interests of the owner or the persons concerned have been satisfactorily protected. The owner, the owner's officers, agents (including the engineer), and employees will not in any manner be answerable or accountable for any loss or damage resulting to the said work, or any part thereof, or to any of the equipment, materials or other things used or employed in prose- cuting or completing said work, during its progress from any cause what- soever, but all such loss or damage shall be borne by the contractor, and all work under the contract shall be solely at his risk until it has been finally accepted by the owner. 3. 7. 14 Contractor's Responsibility for Work Until final acceptance of the contract, the contractor shall be held responsible for any injury or damage to the work or to any part thereof by the action of the el.emerts, or from any cause whatsoever, and he shall make good al his own expense all injuries or damages to any portion of the work before its completion and final ar.c_eptance. 3. 7. 15 Personal .Liability of Engineer In carrying out. any of the provisions lier.eof, or in exercising any power or authority granted to him by the contract, there will be no Liability upon the engineers or their authorized assistants, either personally or as agents of the owner; it being always understood that in such matters they act as the agents and representatives of the owner. 3. 7. 16 No Waiver of legal Rights The owner shall not be precluded or estopped by any measurement, estimate, or certificate made either before or after the completion and acceptance of the work and payment therefor from showing the true amount and character of the work performed and materials furnished by the con- tractor, or from showing that any such measurement, estimate, or certifi- cate is untrue or incorrectly made, or that the work or materials do not conform in fact to the contract. The owner shall not be precluded or estopped, notwithstanding any such measurement, estimate or certificate, and payment in accordance therewith, from recovering from the contractcr 4-0 CC-24 I and his sureties such damages as the owner may sustain by reason of the contractor's failure to comply with the terms of the contract. Neither the acceptance by the owner, or by any representative or agent of the owner, nor any payment for nor acceptance of the whole or any part of the work, nor any extension of time, nor any possession taken by the owner shall operate as a waiver of any portion of the contract or of any power herein reserved, or any right to damages herein provided. A waiver of any breach of the contract shall not be held to be a waiver of any other subsequent breach. 3. 7. 17 Insurance a. General. The contractor Shall not commence work until he has obtained all insurance required under this section or until he has satisfied the owner in this respect; nor shall he allow any subcontractor to com- mence work until he also has obtained similar insurance which is appli- cable to his work. The contractor shall maintain insurance throughout the life of this contract as will hold the owner and his agents harmless and shall indemnify the owner for any losses arising out of the contractor's operations including any contingent liability arising therefrom. b. Industrial Accident Insurance. The contractor shall take out and maintain during the life of this contract, industrial accident insurance for all employees who will work on this project arid, if any work is sublet, the contractor shall require the subcontractor similarly to provide such insurance for all of the latter's employees unless they are included under the protection afforded by the contractor. If employees engaged in hazard- ed ous work are not protected under the state statutes (or rules of) for indus- trial. accident insurance the contractor and any subcontractor who is affected must provide compensation insurance with a private company which in amount shall be equivalent to that provided by the state indust real accident insurance for the protection of employees who are not so engaged. c. P'ablic Liability and Property Damage Insurance. The con- tractor shall take out and maintain in force during the life of this contract such public liability and property damage insurance as shall' protect. the owner and the contractor against losses which may result from claims for damages for personal injury, including accidental. death, as well as from claims for property damages, which may arise from any operations under this contract, whether such operations be those of the contractor, a subcontractor or anyone directly or indirectly employed by either of them and the amount of such insurance shall be as follows unless modified by the Special Provisions of these specifications. 4. 6 GC-25 Public liability insurance shall be in an amount not less than One Hundred Thousand Dollars ($100, 000) for injuries, in- cluding accidental death to any one person, and, subject to the same limit for each person, in an amount not less than Two Hun- dred Thousand Dollars ($200, 000) on account of one accident; Property Damage Insurance shall be in an amount not less than Fifty Thousand Dollars ($50, 000) for any one accident and sub- ject to that limit per accident a total (or aggregate) limit of not less than One Hundred Thousand Dollars ($100, 000) for all dam- ages arising out of injury to or destruction of property during the policy period. The owner, its officers, agents (including the engineer) and em- ployees, shall be named as an additional interest under said policy or policies and a certificate(s) of insurance shall be filed with and approved by the owner prior to commencement of work. The certificate shall indi- cate that the policy (policies) will. not be cancelled without 30 days' prior notice to the owner. d. Fire Insurance. The contractor shall effect and maintain fire insurance with extended coverage upon the entire structure on which the work of this contract is to be done to one hundred per cent of the insurable value thereof, (unless otherwise provided in the special provisions) includ- ing items of labor and materials connected therewith whether in or adja- cent to the structure insured, materials .in place or to be used as part of the permanent construction including surplus materials, shanties, pro- tective fences, bridges, or temporary structures; miscellaneous materials, and supplies incident to the work, and such scaffolding, stagings, towers, forms, and equipment as are not owned or rented by the contractor, the cost of which is included in the cost of the work. EXCLUSIONS: This insurance does not cover any tools owned by mechanics; any tools, eouip- ment, scaffoldings, stagings, towers, and forms owned or rented by the contractor, the capital value of which is not included in the cost of the work; or any cook shanties, bunk houses or other structures erected for housing the workmen. The loss, if any, is to ue made adjustable with and payable to the contractor as trustee for whom it may concern, except in such cases as may require payment of all or a proportion of said insurance to be made to a mortgagee as his interests may appear. The owner shall. be named jointly with the contractor in all policies, all of which shall be open to inspection. Certificates of insurance shall be filed with the engineer. The owner or his agents (including the engineer), the contractor, and all subcontractors waive all rights, each against the others, for damages caused by fire or other perils covered by insurance 4-6 GC-26 provided for under the terms of this contract, except such rights as they may have to the proceeds of insurance held by the trustee. If required in writing by any party in interest, the contractor as trustee shall, upon the occurrence of loss, give bond for the proper per- formance of his duties. The truetee shall deposit any money received from insurance in an account separate from all his other funds and he shall distribute it in accordance with such agreement as the parties in interest may reach, or under an award of arbitrators appointed, one by the owner, another by joint action of the other parties in interest. If after loss no special agreement is made, replacement of injured work shall be ordered and executed as provided for changes in the work. The trustee sha.11 have power to adjust and settle any loss with the insurers unless one of the contractors interested shall abject in writing within three working days of the occurrence of loss, and thereupon arbi- trators shall be chosen as above. The trustee shall in that case make settlement with the insurers in accordance with the directions of such arbitrators, who shall also, if distribution by arbitration is required, direct such distribution. 3. 7. 18 Pa ment of Bills by Contractors The contractor shall promptly make full payment for labor, mate- rial, supplies and provisions, at such times as they become due and pay- able, to all persons supplying said contractor or his e,u'jcontractor with labor, services, materials, supplies or provisions for V.he prosecution of the work provided for in the contract, and he s}.,mil not permit. any lien or claim to be filed or prosecuted against the owner for or on account of any labor, services, material, supplies or provisions furnished. In the event that said contractor fails, neglects, or refuses to make prompt and full payment of any claim for labor, services, materials, supplies or provisions furnished by any per,,on in connection with the con- tract as said claim becomes due, whether said labor, services, materials, supplies or provisions to be performed or furnished for said contractor or for his subcontractor, then, and in such event, the owner may withhold the amount of such clairn by the person or persons fuenishing such labor, Nerv- ices, materials, supplies, or provisions and deduct the amount thereof from funds due or to become due said contractor by reason of the contract. The deduction of any such amounts because of claims in the manner herein authorized will not, however, relieve the contractor or his surety from his or its obligations with respect to any unpaid claims. Sums withheld for the purpose named herein will be paid to the contractor upon certification that said claims have been paid. 4-6 GC-Z7 3. 7. 19 Air and Water Pollution Laws The attention of the contractor is called to statutes of the state re- lating to the pollution of water and air. The contractor shall carry out his operations in conformity with the applicable sections of state statutes and all regulations which are adopted pursuant thereto. 3. 7. 40 Use of Completed or Uncompleted Portions The owner shall have the right to take possession of and use any completed or partially completed portions of the work, notwithstanding that the time for completing the entire work or such portions may not have expired; but such taking possession and use shall not be deemed an accept- ance of any work not completed in accordance with the contract documents. If such prior use increases the cost of or delays the completion of uncom- pleted work or causes refinishing of completed work, the contractor shall be entitled to such extra compensation, or extension of time or both, as the engineer may determine. GC-08 PROSECUTION AND PROGRESS 3. 8. 1 Prosecution of Work The work to be done under the contract shall not be commenced until the contract and performance bond have been executed by the con- tractor and his surety and delivered to the owner and until written notice to proceed has been received by the contractor. Performance of the work to be done under the contract shall be c rimmenced within ten (10) dayn after receipt of written notice to proceed by the contractor, unless later commencement of the work is authorized by the engineer. From the time of commencement of the work to the time of com- pletion, the work shall be prosecuted as vigorously and as continuously as weather conditions will permit and always in accordance with a sched- ule which will insure completion within the specified time limit, due allowances being made for possible unfavorable conditions, interference, breakdowns, and other causes of delay. There shall be no voluntary shutdown or slowing of operations without prior approval of the engineer. If it appears to the engineer that the rate of progress being made is not such as will insure the completion of the work within the specified +i-,e limit, it shall be within the authority of the owner, upon notification 4-6 GC-28 by the engineer, to require the contractor to provide additional equipment and men and to take such other steps as may be necessary to insure com- pletion as specified. 3. 8. 2 Subletting or Assignment of Contract The contractor agrees not to assign, transfer, convey, or other- wise dispose of the contract or his right, title, or interest therein either in whole or in part, or his power to execute such contract to any other person, firm, or corporation, or to subcontract any part of the work without the previous consent in writing of the owner. In this connection, it is to be understood that the owner will not approve of the subcontract- ing of more than fifty (50) per cent of the work to be done under the con- tract. It is understood and agreed that, if any part of the work to be doze under the contract is subcontracted, the subcontracting shall be deme in accordance with and the contractor shall bre bound by, the following pro- Vi sions: If the contractor proposes to sublet any of the work, he shall list the name of the subcontractor or siibc oiitractor.s in the space provided in the proposal form and submit the list with his bid. Should the proposal form not provide space for the listing of the names of proposed subcon- tractor(s), the contractor shall provide such it list to accompany his bid. Failure to include this information it, his proposal could constitute cause for rejection of any and all future requests for subcontracting any portion of the work, All subcontracts shall be in writing and shall provide that all. work to be performed thereunder shall be conducted and performed in accord- ance with the terms of the main contract. Upon request, certified copies of any or all subcontracts shall be furnished to the engineer. In case the terms of any subcontract are, in the opinion of the engineer, unfair to the subcontractor or otherwise unsatisfactory from the standpoint of the owner, or in case the work being done or to be done under any subcontract is not conducted in a manner satisfactory to the engineer, the contractor shall, upon written notice to this effect, cause such subcontract to be terminated and the subcontractor and his employees to be removed from the work. Any loss or damage that may be suffered, on account of such action shall be borne by the contractor. The contractor agrees that he is as fully responsible to the owner for the acts and uniissions of his subcontractors and of persons either 4-6 GC-29 4 directly or indirectly employed by them, as he is for the acts and omis- sions of his own employees. Nothing contained in the contract documents shall create any contractural relation between any subcontractor and the owne r. Insofar as is practicable, the contractor shall make payment for subcontract work in the same units and on the same basis of measure- ment as apply under the main contract. The owner will not be responsi- ble for loss resulting from the contractor's failure to do so. In making payments to subcontractors the contractor shall protect himself against possibility of overpayment, and he shall assume such losses as may result from overpayment. The subcontracting of any or all of the work to be done will in no way relieve the contractor of any part of his responsibility under the con- tract. The contractor shall have on the work at all times a qualified and capable superintendent whose duty shall be to direct and coordinate the operations of the subcontractors and to see that the orders of the engineer are carried out promptly and intelligently. Failure of the contractor to control the work of the subcontractors to the satisfaction of the engineer will result in t1ie issuance of orders requiring the cancellation of the sub- contracts and the removal of the subcontractors from the work. 3. 8. 3 Limitations of Operations Opera.tions on the variuus units or portions of the work shall be begun at the time; and locations approved by the engineer and shall be prosecuted betweet, such limits at; he may establish. No part of the work shall be widertakcu without his; approval, and no work shall be carried on cor.trary to his instructiors. In case of a dispute arising between two or more contractors engaged on the same work as to the respective rights of each under the specifications, the engineer shall determine the matters at issue and shall define the respective rights of the various interests involved, in order to secure the completion of all parts of the work in general harmony and with satisfactory results, and his decision shall be final and binding on all parties concerned. 3. 8. 4 Water Supply The contractor shall provide pumps or other means to supply water under pressure to clean up the excavated surface and forms prior to con- creting, for sprinkling concrete, and for other purposes for which water 4-6 GC-30 is required. He shall also provide an adequate and pure supply of drink- ing water for the use of his employees and shall indicate the same by sign. Provision shall be made for fire protection where fire hazards exist. 3. 8. 5 Use of Premises The contractor shall confine his apparatus, the storage of materials 1 and the operations of his workmen to limits indicated by law, ordinances, permits or directions of the engineer and shall not unreasonably encumber the premises with his materials. 1 The contractor shall not load or permit any part of a struc:tare which he is constructing under this contract to be loaded with a weight that will endanger its safety, nor shall he use any such structure for any pur- pose without the approval. of the engineer. The contractor shall enforce the engineer's instructions regarding signs, advertisements, fires and smoking. 3. 8. 6 Protection of Work and Proeerty 'rhe coritractor shall continuously maintain adequate protection of all his work fr.um damage and shall protect the owner's property from injury or loss arising in c..atnectiom with this contract. He shall make good any such damage, injury or loss, except such as may be directly I due to errors in the cuntra.ct documentF or caused by agents or employees of the owner. lie shall adequately protect adjacent property as provided I by law and these contract documents. The contractor shall take all necessary precautions for the safety of employees on the work, and shall comply with all applicable provisions Iof federal, state and municipal safety laws and building codes to prevent accidents or injury to persons on, about or adjacent to the premises where the work is being performed. He shall erect and properly main- tain at all times, as required by the conditions and progress of the work, all necesbary safeguards for the protection of workmen and the public and shall post danger signs warning against the hazards created by such features of construction as protruding nails, hod hoists, well holes, elevator hatchways, scaffolding, window openings, stairways and falling materials; and he shall designate a responsible member of his organiza- tion on the work, whose duty shall be the prevention of accidents. The name and position of the person so designated shall be reported to the engineer by the contractor. 4-6 GC-31 I In an emergency affecting the safety of life or of the work o•r of adjoining property the contractor, without special instruction or authori- zation from the engineer or owner, is hereby permitted to act, at his discretion, to prevent such threatened loss or injury, and he shall so act, without appeal, if so .instructed or authorized. Any compensation, claimed by the contractor on account of emergency work, shall be deter- mined by agreement. 3. 8. 7 Character of Workmen and Equipment The contractor shall employ only competent and efficient laborers, mechanics, or artisans; and whenever, in the opinion of the engineer, any employee is or becomes unsatisfactory for the work assigned to the employee the contractor shall., upon request of the engineer, remove him from the work and not employ him again upon it. The methods, equipment and appliances used and the quantity and duality of the personnel employed on the work shall. be such as will pro- duce a satisfactory quality of work and shall be adequate to complete the contract within the time limit spe rified. Only efficient and competent laborers and foremen shall be em- ployed on force account work, and only tools and equipment in good condi- tion and suitable for the work shall be used. The engineer shall have authority to dismiss from force account work any laborer or foreman whose efficiency is in his opinion below that of the average of the contrac- tor's forces, and to refuse to allow the use of tools and equipment which, in his opinion, are notsuitable for the work. Laborers and foremen dis- missed and/or t.ovls and equipment rejected shall be replaced by the con- tractor to the satisfaction of the engineer. 3. 8. 8 Temporary Suspension elf the Work The engineer shall have authority to suspend the work wholly or in part for such period or periods as he may deem necessary, due to unsuitable weather or such other conditions as are considered unfavor- able for the prosecution of the work, or for such time as is necessary due to the failure on the part of the contractor to carry out orders given or to perform any or all provisions of the contract. If it should become necessary to stop work for an indefinite period the contractor shall store all materials in such manner that they will not obstruct or impede the traveling public unnecessarily nor be- come damaged in any way, and he shall take every precaution to prevent 4-6 GC-32 a damage or deterioration of the work performed, provide suitable drain- age, et cetera, and erect temporary structures where necessary. The contractor shall not suspend the work without written approval from the engineer. In all cases of suspension of construction operations, the work shall not again be resumed until permitted by order of the engineer. The contractor will be responsible for all damage to the work that may occur during suspensions of work the same as though the damage had occurred while the work was in progress. 3. 8. 9 Time of Completion of Work and Extension of Time Limit Time is of the essence of the contract. Therefore, the work to be done under the contract shall be completed in its entirety within the time specified in the special provisions, provided however, that the engineer may at his discretion recommend that the owner extend the time for completion of the work without invalidating any of the provisions of the contract and without releasing the surety. Extensions of time as above provided will be considered by the engineer only upon receipt of a written request from the contractor accompanied by the written consent of the surety. Each request shall state the date to which the extension is desired and shall describe the conditions which have operated to prevent completion of the work within the specified time. When an extension of time is granted on any basis other than those delays caused by acts of the owner (,r "acts of God", it shall be with the understanding that the c,-,ntra(--f.,)r will reimburse the owner for the engineering expense incurrec. in connection with the work during the period of the extension in addition to extra expense of any kind that may be brought upon the owner by reason of the overrun in time. Should the owner cause a delay in the completion of the work by reason of requirements )n extra work or otherwise not provided for by the plans or these specifications, the contractor will � e granted an exten- sion of time for completion equal to the amount of suc.i delay and no charge will be made against him for the extension of time so granted, provided however, that all such extensions requested by the contractor shall be made to the engineer in writing on or before the fifth of the month follow- ing that in which the alleged delay is said to have occurred and such claim for extension of time shall state explicitly the reasons therefor. Should the contra, for fail to file such written claim for extension of time within the period provided therefor, he thereby shall have abandoned any claim 4-6 GC-33 !i therefor. The engineer shall. have the right to order the work to cease for a time because of inclement weather, but in case such order is given, the engineer also will give notice as to when the work shall be resumed and the contractor's time for completion will be extended for a time equal to the arnount of the delay so ordered. The contractor must not anticipate such orders, but must obey them as issued and shall have no claim for damages other than that covered by the extension of time. In naming the prices for completion of the work within the time specified, it shall be understood and agreed the work shall be completed within that time. If, however, said work is not completed within the time named in the contract, as extended to cover the total days of delay allowed in the paragraph above, the owner may deduct and retain out of any surn then due or that may become due the contractor at time of such delinquency or later, the sum specified in the special provisions for each and every cal- endar day that the date of final currmpleticn of each contract is delayed. In submitting a proposal and signing the contract, the contractor thereby shall have agreed to these provisions and, furthermore, that the sum deducted and retained is not a penalty but a reimburserY,ent to the owner for damages which the owner will have sustained by reason of such delayed completion. Damages so liquidated are understood to include the additional cost to the owner for engineering supervision, interest charges, and overhead all of which damages would be difficult or impossible to asr.ertain accurately. Delay forced upon the contractor by fai,ure ort the part of the owner and its representatives to act promptly in t.tie carrying out of its obliga- tions and duties und,: r the contract will tie considered cause for waiving a Dart or all of the aforementioned reimbursement, only when and to such extent as such failure does actually prevent completion of the work within the specified time. Changes in plans and increases in the quant.icics of work to be per- formed will be considered cause for said waiver only when they are of such nature and when they occur at such times that they materially and necessar- ily retard the progress of the work. + Temporary suspensions of the work when ordered by the engineer 4 in advance and with written agreement to the effect that time extensions will be allowed for t.h m, will be considered cause for said waiver. Amounts due the owner from the contractor under the foregoing provisions shall be deducted from any monies then due or to become due said contractor under the contract, and such deductions shall not in any degree release the contractor from further obligations in respect to the 4-6 GC-34 fulfillment of the entire contract, nor any right which the owner may have to claim, sue for, and recover compensation and damages for no perfor- mance or breach of the contract, 3. 8. 10 Annulment and Cancellation of Contract by Owner If the contractor should be adjudged a bankrupt, or if he should make a general assignment for the benefit of his creditors, or if a receiver should be appointed on account of his insolvency, or if he should persistently or repeatedly refuse or should fail to supply enough properly skilled work- men or proper materials for the efficient prosecution of the project, or if he should fail to make prompt payment to subcontractors or for material or labor, or persistently disregard .laws, ordinances, or the instructions of the engineer, or otherwise be guilty of a substantial violation of any pro- visions of the contract, then the owner, upon the certificate of the engineer that, in his opinion, sufficient cause exists to justify such action, may with- out prejudice to any other right or remedy and after giving the contractor and his surety seven (7) days written notice, terminate the employment of the contractor and take possession of the premie-es and of all materials, tools, and appliances thereon and finish the work by whatever method it may deein expedient. In the event action as above indicated is taken by the owner the con- tractor shall not be entitled to receive any further payment until the work is completed. On completion of the work, determination shal.l. be made by the engineer of the total amount the .ontractor would have been entitled to receive for the work under the terms of the contract, had he himself completed the wurk. If the difference between said total amount and the sum of all amounts previously paid to the contractor, which difference will hereinafter be called the "unpaid balance", exceeds the expense in- curred. by the owner in completing the work, including, expense for addi- tional managerial and administrative services, such excess will be paid to the contractor, with the consent of the surety. If, instead, the expense incurred by the. owner exceeds the unpaid balance, the! amount of the excess shall be paid to the owner by the contractor or his surety. The expense incurred by the owner as herein provided, and the damage incus red through the contractor's default, shall be as determined and certified by the engineer. In addition to anti apart from the above mentioned rights of the owner to terminate the employment of the contractor, it is expressly under- stood that the contract may be cancelled at the election of the owner for any willful failure or refusal on the part of the contractor to faithfully perform 4-6 GC-35 o e� the contract according to all of its terms and conditions; provided, however, that in the event the owner should cancel the contract, neither the contractor nor his surety shall be relieved from damages or losses suffered by the owner on account of the contractor's said breach of contract. It is understood and agreed that the owner may, at its discretion, avail itself of any or all of the above rights or remedies and that the invok- ing of any one of the above rights or remedies will not prejudice or preclude the owner from subsequently invoking any other right or remedy set forth above or elsewhere in the contract. 3. 8. 11 Right of Owner to Do Work If the contractor should neglect to prosecute the work properly or fail to perform any provision of the contract, the owner after three (3) days written notice to the contractor, may, without prejudice to any other' remedy it may have, make good such deficiencies and deduct the cost, thereof from the payment then or thereafter due the contractor. 3. 8. 12 Contractor's Right to Stop Work or Terminate Contract If the work should be stopped udder 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 the engineer should fail to issue any certificate for payment within ten (10) days after it is due, or if the owner should fail to pay to the contractor within thirty (30) days of its presentation, any sum certified by the engineer and approved by the owner, then the contractor may, upon seven 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 ary loss sustained upon any plant or materials and reasonable profit and damages. 3. 8. 13 Suits of Law Concerning the Work Should a suit of law be entered into either by the contractor (or his surety) against the owner or by the owner against the contractor (or his surety), the suit of law shall be tried in the county of the state in which the work was or is to be performed. If one of the questions at issue is the satisfactory performance of the work by the contractor and should the appropriate court of law judge the work of the contractor to be unsatisfactory, then the contractor or his surety shall reimburse the owner for all legal and all other expenses (as may be allowed and set by the court) incurred by the owner because of the 4-6 GC-36 suit of law and, further, it is agreed that the owner may deduct such ex- penses from any sum or sums then or that may become due the contractor. Should there be no such funds available or should such funds be not suffici- ent to cover the said expenses, then the contractor or his surety shall pay all or such additional costs involved. GC-09 MEASUREMENT AND PAYMENT 3. 9. 1 Methods of Measurement and Computation All work completed under the contract shall be measured by the engineer according to United States standard measures. The methods of measurement and computation to be used in the determination of the quantities of materials furnished and the quantities of work performed under the contract shall be the methods outlined in these specifications or by those methods generally recognized as good engineerizig practice, which, in the opinion of the engineer, give the greatest accuracy consistent with practicable application. 3. 9. 2 Scope of Payment The contractor shall accept the compensation, as herein provided, in full payment for furnishing all materials, labor, tools and equipment, and for performing all work under the contract, also for all loss, damage, or liability arising from the nature of the work; or from the action of the elements. or from any unforeseen difficulties which may be encountered during the prosecution of the work until its filial acceptance by the owner. 3. 9. 3 Alteration in Detail i of Construction The owner reserves the right to make, at any time during the progress of the work, such increases or decreases in quantities and such alterations in the details of construction as may be found to be necessary or desirable. Such increases and alterations shall not invalidate the con- tract nor release the surety, and the contractor agrees to accept the work as altered, the same as if it had been a part of the original contract. Unless such alterations and increases or decreases materially change the character of the work to be performed or the cost thereof, the altered work shall be'paid for at the same unit prices as other parts of the work. If, however, the character of the work or the unit costs thereof are materially changed, an allowance shall be made on such basis as may have been agreed to in advance of the performance of the work, or in case no 4-6 GC-37 such basis has been previously agreed upon, then an allowance shall be made, either for or against the contractor, in such amount as the engineer may determine to be fair and equitable. No claim shall be made by the contractor for any loss of anticipated profits because of any such alteration, or by reason of any variation be- tween the approximate quantities and the quantities of work as done. 3. 9. 4 Quantities and Unit Prices a. Lump Sum. The contractor shall include in the contract sum all allowances named in the contract document .for items (or for the entire work) which are to be paid for under a lump sum prices) and shall cause the work so covered to be done for such sums. Should the engineer direct that additional work be required or work deleted under a lump sum price(s) item, the contract sum will be adjusted therewith by negotiation or may be based upon the basis of ''extra. work'' for additional work at the option of the owner. The contractor declares that the lump sum price(s) includes such sums for all expenses and profit as he deems proper. No demand for ex- pense or profit other than those inc h.►.ded in the lump sum price(s) will be allowed. b. Unit Prices, The total amot.int to be paid under the contract for items for which unit prices are to be named will be calculated on the basis of the unit prices named in the proposal for the quantities actually incorpo- rated into the finished project, all a6 providod by the proposal. T'he quan- tities named in the proposal or separately listed are approximate only but these are to be used as a basis for the comparison of bids and to determine the amount of the performatwe bond. However, if unit prices appear to the owner to be unbalanced to such an extent that. changes in actual quantities required under the contract might result in contract price adjustments which would increase payments to the contractor excessively, then the owner may take such a conditiun under consideration in making the award of the contract, The owner expressly reserves the right to increase or decrease the estimated quantities during construction and to make any reasonable changes in design without thereby being obligated to the con- tractor in any way as a result of losses he may sustain because of inade- quate unit prices or because anticipated profits are not realized. 3. 9. 5 Claims for Extra Compensation In the event any situation arises which, in the opinion of the con- tractor, entitles him or will entitle him to compensation in addition to that which he will receive at the prices and on the basis of payment specifically 4-6 GC-38 set forth in the contract and in previously issued extra work orders, price agreements and supplemental agreements, the contractor shall notify the engineer of the situation and of his intention to make claim for such addi- tional or extra compensation. The notice to the engineer shall be made in writing and shall be delivered before any of the extra expense to be claimed is incurred. The notice shall set forth the grounds on which the additional or extra compensation is to be claimed. If notice to the engineer is not thus given, or if the engineer is not afforded proper facilities by the contractor for keeping strict account of actual cost, then the contractor hereby agrees to waive the claim for such extra compensation. Such notice by the con- tractor, and the fact that the engineer has kept account of the cost as afore- said, shall not in any way be construed as proving the validity of the claim. In case the claim is found to be valid and just, it may be allowed and paid for as an extra as provided herein for extra work, or it may be allowed and paid under a supplemental agreement to be entered into between the parties to the contract. 3. 9. 6 Payment for Force Account Work When extra work is ordered by the engineer to be done on a force account. basis (either by the contractor or an approved subcontractor) such work will be paid for on the basis of the actual cost to the contractor or subcontractor plus an allowance of .fifteen (15) per cent thereof. Where said work is performed by a.r. approved subcontractor, five (5) per cent will be allowed the contractor for supervision of the subcontractor's work. The items of cost to which the: above percentage will. be added and to which payment will be restricted are as follows; a. The payment to be made fur labor used in the work will be made at the rates actually paid (plus a sum not to exceed twenty-five (25) per cent thereof for items of direct overhead on labor such as but not limited to wel- fare or fringe benefit payments, social security, accounting, insurance, etc. ) to the laborers and foremen by the contractor or subcontractor unless these rates are in excess of the current .local prevailing wage rates, in which event, payment will be made at the local prevailing wage rate. The time allowed will be the nur.ber of hours worked directly on force account opera- tions. b. Payment for purchased materials, equipment, and supplies used on force account work will be made at the prices billed to the contractor or subcontractor by the supplier, less all discounts. It will be assumed that the contractor or his subcontractor has taken advantage of all possible dis- counts on bills for materials and supplies, and such discounts will be sub- tracted from the total amounts of bills regardless of any failure of the 4-6 GC-39 contractor to take advantage of same. Freight and express on material and supplies will be considered to be a part of the cost and will be paid for as materials and supplies. c. Materials and supplies produced by the contractor or subcon- tractor will be paid at prices to be agreed upon between the contractor and the engineer, which prices will be no greater than the prices at which the materials and supplies can be obtained elsewhere. d. Where the use of rental equipment is authorized by the engi- neer rental on such equipment used will be paid at the rates actually paid by the contractor or subcontractor unless these rates are in excess of the current local rates, or unless the equipment is owned by the contractor or subcontractor, in either of which events payments will be made at the rates to be agreed upon between the contractor and the engineer prior to begin- ning work, which rates will in no case be greater than the current local rate s. For equipment rented on a daily or hourly basis, rental will be allowed for only those days or hours during which the equipment is in actual use. For equipment rented on a morithly basis, straight time rental will be allowed from the d .v the equipment is first used on the particular niece of force account work until and .including the last day on which it is used on that particular work, provided the equipment is not used on other work during the period, and provided further that the equipment is not idle for a continuous period of more than six clays. No rental will be allowed for anv parte ,)f idle periods of lengths greater than six days or for any time during which the equipment is used on other work. The rental allowed for equipment will in all cases be understood to cover all fuel, Rupplies, repairs, and renewals, and no further allow- ances will be rude for those items unless specific agreement to that effect is made in writing before ti,;, work is commenced. Individual pieces of equipment having a value of one hundred (100) dollars or less will be con- sidered to be tools or small equ,nment, and no rental will be allowed on such. The fifteen (15) per cent allowance to be made to the contractor (or subcontractor) will be made on all items of cost listed above except for rental on equipment authorized by the engineer to be used on the work in which case the allowance will be five (5) per cent, The percentage allowances made to the contractor in accordance with the terms outlined above will be understood to be reimbursement and compensation for all superintendence, use of tools and small equipment, 4-6 GC-40 overhead expenses, bond cost, insurance premiums, profits, indirect costs and losses of all kincts, and all other items of cost not specifically designated herein as items involved are furnished or incurred by the con- tractor or by the subcontractor. No other reimbursement, compensation or payment will be made for any such services, costs or other items. should any percertage allowance or other corresponding allowance be made by the contractor to a subcontractor (other than specified herein), in connection with force account work, such allowance shall be at the sole expense of the contractor and the contractor will not be reimbursed or othc -wise compensated for the same by the owner. 7 For, a Account Bills Hili,, for force account work must show in payroll form the dates, names, hours worked each day, rates of pay, and amounts paid to each individual employed on such work, and must give in detail the nature of the work done by each. Bills for materials must be fully itemized, show- ing dates of delivery, quantities, unit prices, amounts, and discounts, and must be accompanied by receipted invoices covering every item. All. bills, payrolls, and other forms of claims for payment on force account work must be st.,.bmit:ted in triplicate, must state the number of force account work or chan�lle order applicable and the name or number of the contract under which the work was performed, and must be approved by the engineer. Failure to present claims in proper form within thirty (30) days after the close of the mouth in which the work covered was per- formed shall constitute a w.i iver on the part of the contractor of his right to present such claim thereafter or to receive payment therefor. 3. 9. 8 Payment. for. Omitted Items 'The owner shall have the right to cancel the portions of the con- tract relating to the construction of any item therein by payment to the contractor of a fair and equitable amount covering all items of cost in- curred prior to the date of cancellation or suspension of the work by order of the engineer. Where practicable the work completed before can- cellation shall be paid for at unit prices, otherwise the contractor shall be allowed a protit percentage on the materials used and construction work actually performed at rates as provided under "Payment for Force Account Work", Article 3. 9. 6, but no allowance will be made for antici- pated profits. Acceptab,'e materials ordered by the contractor or deliv- ered on the woi k prior to the date of cancellation or suspension of the work by order of the owner shall be purchased from the contractor by the owner at ,.-tual cost and thereupon becomes the property of the uwner. 4- 6 GC-41 3. 9. 9 Partial Payments At a regular period each month the engineer shall make an esti- mate of the amount of work completed and of the value of such completed work. :-ie shall also make an estimate of the amount and value of accept- able material to be incorporated in the completed work which has been delivered and properly stored at or near the site or at an acceptable loca- tion to the engineer. With these estimates as a base, a partial payment shall be made to the contractor, which partial payment shall be equal to the value of completed work as computed from the engineer's estimate, plus the value of accepted materials which are in a condition or state of fabrication ready to be incorporated in the completed structure and which are held in storage on or near the work, the value of such materials com- puted in accordance with Article 3. 9. 10 of these specifications, less such amounts as may have been previously paid, less such other amounts as may be dedu.ctibl.e or as may be owing and due to the owner for any cause, and less an amount to be retained ire protection of the owner's interests. Until such time as the work is accepted by the owner the retained percentage shall be ten (10) per cant of the value of the completed work unless applicable state laws or municipal ordinances provide for a greater Sinn; then the: amount required by such lawn or ordinances shall be retained. The engineer may withhold or, on account of subsequently discov- ered evidence, nullify the whole or .c part of any payment certificate to such extent as may he deemed necessary to protect the owner from loss on account of: 3. Defective work not remedi(-d. b. Claims riled or reasonable evidence indicating probable filing of claims. c. Failure of the contractor to make payments properly to subcontractors or for material or labor. d. A reasonable doubt in the opinion of the engineer, that the contract can be c.)mpleted for the balance then unpaid. e. Damage to another contractor. Should the amount due the contractor under the estimate for any given month be less than five hc,ndred (500) dollars at the option of the engineer, no payment shall be made for that month. 4-6 GC-4Z Partial payments shall not be construed as an acceptance or approval of any part of the work covered thereby, arid they shall in no manner relieve the contractor of responsibility for defective workman- ship or material. The estimates upon which partial payments are based are not rep- resented to be accurate estimates, and all. quantities shown therein are subject to correction in the final estimate. If the contractor uses such estimates as a basis for making payments to subcontractors, he does so at his own risk, and he shall bear all loss that may result. The making of partial payments under the contract, either before or after the date set for completion of the work. shall not operate to invali- date any of the provisions of the contract or t:) release the surety. At the time payment is made for any materials which have been stored at or near the site, the ownership of such materials shall be vested in the owner, and they shall remain in storage until used on the work. Such materials shall not be used on other work. 3. 9. 10 Advances on Materials For materials delivered and held in storage upon the work (or near the site of the work if approved by the engineer), allowances will be made in the partial payments to the contractor. These allowances shall be in amounts not exceeding ninety (90) per cent of the net cost to the contractor of the material f, o. b, the work, and from such allowances there shall. be retained the percentages regularly provided for in connection with partial pa}tnenty. In rases where there is a bid price on a given material in place the allowance shall be further limited not to exceed ninety (90) per cent of the difference between the bid price and the cost of placing as estimated by the engineer. At the option of the engineer, no allowance for materials shall be made on any partial estimate unless the total allowable value for all mate- rials on hand is at least one thousand dollars ($1, 000. 00) and no allowance shall be made upon any single class of material the value of which is riot at least five hundred dollars ($500. 00). The inventory of materials for which advances are: requested shall be kept to a reasonable size as approved by the. engineer, No allowance shall be made upon fuels, supplies, form lumber, falsework, or other materials, or on temporary structures of any kind, which will not become an integral part of the finished construction. 4-6 GC- 43 As a basis for determining the amount of advances on material, the contractor shall make available to the engineer such invoice R, freight bills, and other information concerning the materials in question, as the engineer may request. Should there be reasonable evidence, in the opinion of Vie engineer, that the contractor is not making prompt payments for material on hared, allowances for material on hand will be omitted from partial payment. 3. 9. 11 Allowance for Materials Left on H#nd Materials not required by the unit or lump sum prices named in the proposal but delivered to the work at the order of the engineer but left unused due to changes in plans, will, if the materials are not practicably returnable for credit, be purchased from the contractor by the owner at actual cost (without percentage allowance or profit), and shall thereupon become the property of the owner. 3. 9. 12 Final Estimate As soon as the completed work shall have passed satisfactory inspection, the engineer will so notify the owner and contractor in writing and the contractor will then be paid an amount such as will make the total payments equal to the total contract price less the retained percentage. Payment of the final estimate will be made at the same time in the month and in the same manner as above provided for munthly estimates. The retained percentage of the final contract price shall be retained for a period of thirty (30) days following the final acceptance of the completed project, and every person performing labor or furnishing supplies toward the cornpletion of said improvement or work shall have a lien or Maim upon said fund so reserved, provided such notice cif the lien or claim of such claimant .shall be given in the manner and within the time provided by law. After the expiration of thirty (30) days following the final accept- ance of the work said reserve, or all amounts thereof in excess of a sufficient sum to meet and discharge the claims of material men and laborers who have filed their claims, together with a sutra sufficient to defray the cost of such action to pay attorneys' fees, shall be paid the c ontrac:tor. 1. 9. 13 Suspension of payments No partial or final paymentshall be made as long as any order made by the engineer to the contractor in accordance with the specifica- tions remains uncomplied with. Neither shall any partial or final 4-b GC-44 payment be made as long as any claim or lien filed or prosecuted against the owner, the owner's officers or employees contrary to the provisions of the contract remains unsatisfied. 3. 9. 14 Correction of Work after Final Payment Neither the final certificate nor payment nor any provision in the contract documents shall relieve the contractor of responsibility for faulty materials or workmanship and unless otherwise specified, he shall remedy any defects due thereto and pay for aTiy damage to other work resulting therefrom, which shall appear within a period of one year from the date of final acceptance. The owner shall give notice of observed defects with reasonable promptness The contractor shall initiate corrective action within five (5) days after written notification from the owner. All questions arising under this article shall be decided by the engineer. 3. 9. 15 Payrnents Payments under the contract shall be paid in cash by the owner unless otherwise provided by the special provisions of these specifications. l_ ;, GC-45 PART IV SPECIAL TECHNICAL SPECIFICATIONS TS-01 GENERAL The specifications in this section are devoted to features of on- the-site construction which are peculiar to the sewer work for the City of Tigard, Oregon. These sections will supplement and amplify certain sections of Parts I, II, III, the "Standard Technical Specifications for Sewer Work", the "Standard Technical Specifications for Concrete and Reinforced Concrete", and the detailed plans for the project. These sections may also modify and supersede certain sections of the "Standard Technical Specifications" and should these two sections be in conflict, the requirements of Special Technical Specifications shall govern. TS-02 PIPE FOR SEWERS Pipe to be installed shall be of the type and class designated on the plans and in the specifications. Rubber gasket joints of a type approved by the engineer shall be used to join gravity sewer pipe for this project. Special care must be exercised in the manufacture of pipe for rubber gaskets. All pipe ends shall. be smooth and concentric to properly receive the rubber gaskets. The annular space must be constant and within the tolerance specified by the gasket manufacturer. Joint assembly shall be made in strict accordance with recommendations of the gasket manufacturer. If at any time, in the opinion of the engineer, satisfactory results are not being obtained either through fault of the pipe or the rubber gasket the faulty material may be rejected and shall be removed from the job, a. ,Standard Concrete Sewer Pipe. 'This type of pipe shall con- :orm to ASTM C:14 Extra Strength. b,. Asbestos-Cement Pipe. 'Tlii9 type of pipe shall be "Ring-Tito" or "Fluid-Tite" and conform to ASTM Specification C•.296-59T, and it may be used in lien of concrete sewer pipe. �i TS-03 COUNTY ROADS Attention is called to Specification SW-07 in regard to sewer work in streets controlled by Washington County. The side streets in the proj•• A act are under the jurisdiction of the Washington County Read Department. TS-01 Certain areas in the project are served by only one access road. In these areae special procedures will be required to provide fire and police protection. At the close of each shift or period of operation any strict shall be backfilled to a passable condition or satisfactory detours provided. The contractor shall make every effort to coordinate his schedules to avoid any undue disruption of vehicular or pedestrian traffic in the project area during construction. TS-04 SURPLUS EXCAVATED MATERIAL Any surplus excavated material shall be disposed oI by the con- tractor, first, on the land from which it was excavated provided the owner of the land so requests and, second, at location-, for which the contractor shall make his own arrangements all at no additional cost to the owner. TS-05 BACKFII_,L a.. Public Roads and $greets. All backfilling of the trench within the existing paved roads, shoulders of paved roads and gravel surfaced roads or streets shall conform to the following: 1. After the pipe has been laid and precovered to a depth of not less than 12 inches above the top of the pipe, the excavated rnaterial shall be placed in the trench to approxi- mately Id inches from the surface and thoroughly jetted or floodec! with an exces,3 of water to supersaturate the mass. After the water has settled the backfill, excess material shall be excavated from the trench to a depth of approxi- mately 26 inches and an 18-inch blanket of sand placed on top of the saturated native backfill followed by a 6-inch course of 2-inch minus crushed rock or acceptable hank- run gravel and a 2--inch course of 3/4-inch minus leveling course. The excess excavated material shall be disposed of by the contractor at hi, own expense. 2. Refer to Section SW-27(g) Select Backfill, b. Easements and Undeveloped Areae. After precoiler the trench shall he backfilled per Section SW-240 random method. 'I',S-0? w c. Backfill Under Existing Utilities. Where the sewer crosses below an existing pipeline, the trench shall be backfilled and compacted within 3/4-inch minus crushed rock from the bottom of the trench to the springline of the existing pipe and for a distance of five feet on either side of the crossing or as directed by the engineer. d. State Highway Backfill. Where the .3ewer is located beneath paved shoulders or traffic lanes of Highway 99, the backfill shall con- sist of compacted granular material, such as bank run sand, to within 16 inches of the finished surface. The retraining depth shall be filled with 12 inches of crushed rock no larger than 2-inch minus a.ncl two 2-inch lifts of Class B asphalt. TS-06 PAVEMENT AND GRAVEL SURFACE REPLACEMENT a. General. The resurfacing shall be completed as shown on the typical details, Sheet No. 6. b. Bituminous Pavement Replacement on Public Roads and Streets. Approximately thirty days after the trench has been backfilled and the pipe tested for leakage, asphaltic concrete surfacing shall be place, on these trench sections where bituminous pavement was re- moved. The asphaltic concrete shall conform to the specifications of the Oregon State Highway Department for Class C Asphaltic Concrete and shalt be laid in one 2-inch lift, spread, and struck-off and while still hot the course of asphaltic concrete shall be thorwighly and uni- formly compacted by rolling with a roller of not less than 6 ton or a vibrator with at least a 6 ton rating. The asphaltic concrete shall be deposited on the trench at a temperature between 2500 and 3000 Fahren- heit.. The edges of the existing surfacing shall be trimmed to a uni- iorm depth of 2 inches and all loose or broken pavement canged by thr sewer construction operations shall be removed prior to paving. The exposed edges shall then be treated with an asphaltic material in order to obtain a bonded joint. Any pavement or roadway surfacing not imme- diately over or adjacent. to the trench, which is disturbed or damaged as the result of operations of the contractor shalt be repaired or re- placed by the contractor at his own _,xpense and to the satisfaction of the engineer and the owner. All costs for materials, equipment, and labor required to carry out the work outlined above shalt be included in the contract unit price for "cutting and replacing bituminous surfacing. " '1'S-03 c. Gravel Surface Replacement. All trench sections within the shoulders of a street, public or otherwise, that are used for traffic shall he treated as a gravel surface and shall be completed as detailed on the typical detail sheet. d. State Highway Pavement Replacement. Where the sewer is located beneath paved shoulders or traffic lanes of Highway 99, the pave- ment replacement shall consist of one 2-inch leveling course plus one 4-inch wearing course of Class B asphalt. The Highwa; Department may issue supplemental specifications for this work; unless so done, the provisions of. paragraph (b) preceding shall apply. TS-04 STANDARD TECHNICAL SPECIFICATIONS FOR CONCRETE AND REINFORCED CONCRETE RC-01 GENERAL Concrete masonry shall consist of cement, aggregates, and water which shall conform to the requirements of these specifications and to the latest issue of the "Building Code Requirements for Reinforced Concrete. " (ACI 318). Reinforcement shall be used where required by the drawings or specifications and such reinforcement shall conform to these specifications. RC-02 READY-MIX CONCRETE All concrete pours over one-half cubic yard shall be ready-mix concrete, unless approved by the engineer, and purchased from an approved plant regularly engaged in ' he production of concrete of the highest quality. ASTM C94 in conjunction with the requirements of these specifications will govern the control, manufacture and delivery of a ready-mix concrete. No load of concrete shall exceed the rated capacity of the truck. RC-03 CONCRETE a. Designation. Concrete will. be designated by its compressive strength (f'c) in pounds per square inch (psi) determined by tests of standard 6 x 12 inch cylinders made and tested in accordance with ASTM specifica- tions at 28 days. The ratio of sand to coarse aggregate in any mix and also the amount of water used shall be subject to approval of the engineer at a.11 times and his orders concerning such proportioning shall be followed as exactly as practicable. The cement content in reinforced concrete shall not be less than five (5) bags (94 lb, ) per cubic yard of concrete in place for concrete. in normally dry conditions and five and one half (5 1/2) bags for unprotected concrete exposed to weather or wetting action of water. Where fill concrete is specified or required by the engineer it shall have not less than three and one-half (3 1 ,2) bags of cement per cubic yard of concrete in place. b. Cement. Only Portland cement shall be used and it shall con- form tu ASTM C150, Type 11, Type I may be used upon the approval of the engineer or if specified elsewhere in the specifications. c. Aggregate. Aggregates shall conform to ASTM C33 and shall consist of washed sand and gravel. No aggregate shall be used which after washing contains soft. friable, thin, flaky, elongated or laminated particles RC-01 totaling more than 3%; shale shall not exceed 1 112%. These percentages shall be by weight and the aggregate amount of such deleterious materials shall not exceed 55o by weight. No aggregate shall contain organic matter in excess of that permitted by ASTM C40. The engineer may require test- ing of the aggregates proposed for use by the contractor to insure their conformity to the above mentioned ASTM specifications. Unless specifically required by the plans or elsewhere in the specifications coarse aggregate shall range in size from 1 /4-inch to 1 1 /2 inches and fine aggregate shall consist of sand passing a 4-mesh sieve. Fine aggregate shall be well graded from coarse to fine-coarse particles predominating with not more than 6% passing a 100-mesh sieve and not more than 2576 passing a 50-mesh sieve. d. Water. Mixing and curing water shall be reasonably clear and free from objectionable quantities of organic matter, alkali, acids, oil, silt and other deleterious substances. e. Admixtures. The use of admixtures will be allowed only by written permission of the engineer or if specified elsewhere in the speci- fications. Admixtures used will u, zonsi.dered only as a means of improv- ing workability of the concrete and facilitating placement, and in no case shall the cement content be reduced below the amount specified. Air entrained concrete shall have an air content: of three (3) to five (5) per- cent. The a.ir entraining admixtures shall conform to ASTM C260. f. Concrete Tests. Concrete will be tested for slump in accordance with ASTM C143 and this as a maximum must not exceed ,hree and one-half (3 1 /2) inches. For the type of work identified the slump shall be within the range indicated below: Slump in Inches Maximum Minimum Plain icoiings and substructures 3 1 Reinlorced slabs 3 2 Reinforced Columns, beams and walls i 112 2 1 /2 Mass concrete, 3 ft. or more thick 2 1 Removal of over wet concrete or concrete that exceeds the above maximum slumps either before or after deposit in the forms may be required. Re- tempering of concrete which has partially hardened will not be permitted. The contractor shall provide a slump measuring mold. Concrete mixtures shal. have the strength characteristics as specified on the plans or if not specified shall be of not less than 3000 psi compressive strength at 28 days. Where there is a total of more than RC-02 ' 20 cubic yards of concrete in the work or where the local building code re- quires the contractor shall, under the direction of the engineer, take four test cylinders for each fifty (50) cubic yards of concrete placed (or major 1 pour if less than fifty); two to be cured under job cond;tions and two in an approved commercial laboratory. Two cylinders shall be tested for com- pressive strength at 7 and two at 28 days. Making and curing the test 1 cylinders shall conform to ASTM C31, testing to ASTM C39. Three copies of all test reports shall be furnished to the engineer. g. Placing Concrete. Concrete for structural members resting on ground shall be placed upon undisturbed clean surfaces, free from frost, ice, debris or water. Water in excavation or forms must be re- moved before concrete is deposited in them and no additional water shall be allowed to enter while concrete is being placed and thereafter for so long as may be necessary to prevent damage. If concrete is to be placed ' in or under water the specification covering such placement will appear on the plans or elsewhere in the specifications. Dry soil should be dampened before placing concrete upon it. Pervious soil shall be covered ' with six (6) Mil Polyethylene sheets to receive concrete. These sheets shall have a minimum lap of six (6) inches. ' Before mixing or transporting concrete, all equipment to be used for these operations shall be clean and before concrete is mixed ready for placing all debris must be removed from the places where it Iis to be deposited. Concrete placement in cold weather will be permitted only under conditions which shall meet the approval of the engineer and the concrete in place shall receive special protection. Salts, chemicals, or other foreign materials shall not be mixed with the concrete to prevent freezing, Iunless such use is authorized by the engineer in writing. Prior to placing concrete a schedule of pouring indicating all. Ipour joints shall be given the engineer and shall receive his approval before concrete operations begin. When concreting operations have begun they I shall be continuous until all material of an appropriate unit of the structure has been placed. Suspension of operations for more than one and one-half hours will not be permitted during a continuous pour and this limit may be shortened on order by the engineer. All concrete shall be placed within 45 minutes after it. is mixed, or if ready-mixed concrete is used, such concrete shall be pla ed within 45 minutes from the time the truck 1 leaves the batching plant or from the time the concrete is actually mixed lin transit-mix trucks. I Concrete shall be placed generally in horizontal layers not more than 12 inches thick except as otherwise specified. When a monolithic layer cannot be completed in one operation, it shall be terminated with a vertical bulkhead. Feathering out to less than six (6) inches will not be permitted. RC-03 ELMNIV Where placing operations would involve the dropping of concrete through completed forms from heights of six (5) or more feet for plain concrete and of four (4) or more feet through installed reinforcement, concrete so placed shall be discharged into hoppers feeding intoflexible drop chutes. Encrustation of installed reinforcement by concrete spilled on it will be tolerated only for a length of time shorter than the encrustating concrete needs for drying out. Where conditions warrant this procedure may be altereu by the engineer upon request of the contractor. Concrete shall be thoroughly compacted by the proper use of immersion type vibrators with a minimum of 7000 rpm when immersed, inserted vertically approximately 18 inches apart. The vibrator shall protrude into the previously placed layer as deep as it goes by its own weight. The period of vibration at each point of insertion shall not be less than 5 seconds and by order of the engineer may be prolonged to up to 10 seconds. Puddling and spading with other suitable tools will be acceptable only for small quantities of secondary importance. In any case concrete shall be worked thoroughly around all imbedded items and into the corners of the forms. Clogging the forms with excessive depth of concrete which may prevent proper compacting must be avoided. Each layer of concrete is to be, regarded as a unit of masonry to be laid and worked before the succeeding layer can be superimposed in the process of monolithic construction. Special attention must be given to the need for securing exposed surfaces which will not require patching after the forms are removed. The contractor shall at all times "nave an ample number of experienced placers, vibrator operators and one spare vibrator to insure a perfect and uniform contact between concrete and form boards. If necessary and permitted by the engineer. holes may be made through the forms to permit proper and effective placing, distribution and compaction of the concrete,. Suitable and safe runways must be provided for use while placing concrete. If the engineer believes that any temporary structure is unsatis- factory or unsafe, he shall have the right to order its removal or recon- struction but his failure to do so shall not relieve the contractor in any way from his obligations in these respects. h. Curing, Exposed surfaces of concrete, horizontal and verti- cal, shall be kept wet constantly for at least ten (10) days after being deposited unless otherwise specified on the drawings or as ordered by the engineer. Surfaces shall be covered with burlap or other blanketing material to retain the moisture during this period„ In general the curing of concrete by the constant application of water is preferable but this shall not preclude the use of other surface treatments where conditions make it necessary or particularly desirable and in cases where the engineer's approval has been secured. RC-04 i. Forms. Forms may be of wood or metal and shall be built accurately to provide the shape, lines and dimensions required for the finished concrete. They shall be strongly braced and tied so as to main- tain their position, shape and tightness without bulging or becoming dis- placed during the process of placing concrete, and be designed to withstand the effects of vibration„ If deformation shall occur at any point when con- crete is placed in a surface which will be exposed permanently in the finished structure, the concrete so disfigured shall be removed and/or refinished to the satisfaction of the engineer. Form lumber shall be of good quality, smoothly finished and free from defects that might injure the appearance of concrete formed against it. Except as noted below, all exterior surfaces of walls which will be exposed permanently when grading is completed and the structure fin- ished as required by the plans shall be formed against plywood not less than 5/8-inch thick, or against thin plywood which may be used as a lining for more substantial forms. This requirement with respect to forms shall be applicable to surfaces which normally may be covered by water except that some such surfaces may be excluded specifically by the plans or else- where in the specifications. Whenever practicable, wall panels shall be formed by using one piece of plywood. Plywood used for forms shall be thor- oughly oiled or soaped to prevent raising of the grain when the surface becomes wet. For interior faces of circular walls tongue and groove lum- ber or lumber lined with plywood shall be used. Curved exteriors of walls may also be formed against well-matched narrow-width tongue and groove lumber if the contractor shall so desire and if the engineer shall approve as not detrimental to the appearance of the finished structure. Where surfaces are to be given a special finish which is not affected by the forms, one-inch boards of uniform widths S1S1E may be used for forms. All joints between adjacent pieces of form lumber shall. be closely fitted so that. lines in the concrete shall riot be disagreeably evident where the boards have rnet. Care shall be taken to keep the grain of plywood in the same direction in adjacent pieces if to do otherwise might produce an unpleasing surface. Special treatment of forms shall be given attention if it is required by the plans or elsewhere in the specifications. Forms shall be thoroughly wetted just before placing concrete in them. No forms shall be removed until the concrete has the strength to resist all possibility of damage to it. Provide 1 /1-inch 450 bevel at all inside and outside corners except where protected by steel edging, The use and removal of form ties, such as bolts, or other devices for holding the forms in place., shall be subject to approval by the engineer. Any such approval will have special reference to the effect of such use on the appearance of the finished structure and there must be definite assurance that form-tying will not have a detrimental effect. At all locations requiring RC-05 smooth forming, form tie a which can be broken 1 /2 inch back from the finished face shall be used. The engineer at any time shall have the right to reject the method in use if in his opinion more satisfactory results can be obtained with some other device or procedure. In general, form ties of twisted wires will not be permitted and must not be attempted without .first 1 iving secured the approval of the engineer. Forms shall be removed with care and where directed by the engineer, corners, etc. , protected. j. Removal of Forms. In the determination of the time for removal of forms, falsework and housing, consideration will be given to the weather and other conditions influencing the setting of concrete, curing and materials in the mix. In general the following periods, exclu- sive of days when the temperature is below 400F. , for removal of forms may be used as a guide subject to the approval of the engineer. Centering under beams 10- 14 days Floor slabs 10- 14 days Walls 1.Z-24 hours Columns 1- 7 days Side of beam" and other parts 12-24 hours ... Surface Finish„ The appearance of all exposed concrete is of major importance. Forms shall have a minimum of joints and concrete shall be carefully placed and vibrated to obtain a smooth surface, free from gravel pockets, voids or segregation. While the concrete is still green voids and form tie pockets shall be packed with grout, joint projec- tions ground level, and surfaces then rubbed and sacked to a smooth even finish. This work shall begin within forty eight hours after removal of forms. 1. Inserts and Embedded Items. In cooperation with all trades and other contractors all inserts and fastening devices such as anchors, hangers. ties, bolts, conduits. water stops, nailing stripe, etc. , and pipes shall be properly located and secured in position before concrete is placed, Special attention is called to the necessity for accurate placing of pipes. Where pipes pass through the structure they shall be cast in place unless permission is given by the engineer to do otherwise. When- ever these .requirements interfere with the placement of reinforcing steel as indicated by the plans, the bars shall be spread and rearranged as directed by the engineer. m. Construction Joints. The location of construction joints not shown on the drawings shall he approved by the engineer. Prior to plac- ing new concrete against any previously poured concrete, the latter shall be cleaned of all loose concrete, debris and laitance, thoroughly soaked and covered with a layer of grout. 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I i i I PRO r �NGINFEhi i � SFEET I r APPROVCITY OF TIGARD OREGON DESIGNED StwEP ,lhoz nmon Runv � the� 1nC 1.n inpers/Plan PROFILES SCALE r ►DRAWN AS CG- - ';' C� iE; L r'CaFTI./ hCCRH,30N AEAT F _�, WASNING70ti SANITARY SEWERS CHCKED -7BDATE L V I S 1 © N Z P220 5 a I 6 -__— _-- I 1 „ Irp1 r ,l,!►i n Illr�llli111�r1r�11r�,11�,1, ,1,1,1,' ,r, ,1,�1�'l�rl������I1�li�l�ll�►li������►I � : 8 7 9 A 10 11 12 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTIC&f-IT IS DUE TO 1 �f �•1E QUALITY OF THE ORIGINAL ----- wRAWING. of 6z 9z iz 9? sa fa 1EZ Zi la 0z Sr e1 c1 91 81 1►1 c z II 01 • t 9 s z Owosso - �� ,T�.f ��w.r- �Nrlunlulllu,lllllll11111►,1,1„11111�arrlurrin�l����l„alu�,II�NInaIM111u„Iru,4„r,�rulrn+11u111r�IIlullrluh,rr1�r11u �rrrinll�rrrthntlnrlluu�tndu ,iulul,lrullnuhlu f„ JULY 1 1992 M' 4 �. I M. y MOM n. Waterstops. Waterstops shall be of the kind specified and shall be installed where shown on the plans or where leakage may occur. The following general requirernents shall be met. 1. Steel Waterstops shall be of eightaer (18) gage hot-dip galvanized sheet metal seven (7) inches in width an« shall be spliced as shown on the plans. Z. Rubber Waterstops shall be molded or extruded from a tread-type rubber compound. Special premolded int, -section and/or tran3ition pieces shall be furnished. Splices shall be vulcanized, rubber cemented into unions with pressure applied for not less than 15 minutes, or bolted between stainless steel plates using stainless steel bolts, all as approved by the engineer. 3. Polyvinylchloride (PVC) Waterstops shall have a mini- mum ultimate elongation of 375%. PVC Waterstops shall be spliced in accordance with manufacturer's recommendations using thermostatically controlled heating elements. Special care must be taken in placing and compacting concrete around and particularly below waterstops. The engineer's approval of the waterstop to be used is required before purchase. o. Measurement. Unless otherwise provided in the contract the contractor shall furnish and place ready-mix concrete; furnish and place forms and care for all concrete and concrete work. The cost of all such work, including sprinkling and curing, cleaning, bonding, embedding permanent fixtures, roughening surfaces, removing laitance, finishing and any and all labor or materials, except reinf;,rcement necessary to secure concrete in conformity with these specifications and the instruc- tions of the engineer shall be included in the price for concrete or in the price for units (or unit) of construction wherein concrete forms a part. Measurement. if a unit price is applicable, shall be the net volume of finished structure as built in accordance with the plans or the engineer's instructions. Concrete items for which payment is to be a lump sum for the complete unit shall include reinforcement steel and shall conform to the requirements of this section but measurements of the volume will not be made. RC-04 REINFORCEMENT STEEL Unless otherwise provided elsewhere in the specifications, all steel used for the reinforcement of concrete shall be furnished and placed in accordance with the following bpecifications. RC-07 a. Quality. Steel bars shall conform to the basic requirements of ASTM A15 and deformations shall conform to ASTM A305. All bars shall be round, deformed, except No. 2 (1/4"). Welded wire fabric or mesh shall conform to the requirements of ASTM A185. b. Placement. Reinforcement steel shall be cut to length, bent and placed as required by the plans and the latest methods of practice approved by the Concrete Reinforcing Steel Institute. Where splicing of reinforcing bars is permitted not less than 24-bar diameters shall be over- lapped unless provided otherwise by the plans or elsewhere in the specifi- cations. Not more than every third bar may be spliced in any vertical plane. Splices shall be offset against one another a minimum of 36 bar diameters unless shown otherwise on the plans. Reinforcing bars in slabs on ground and in footings shall be supported on precast concrete blocks, spaced at intervals required by the size of reinforcement used and by the nature of the soil. c. Payment. The contractor shall furnish the engineer with a detailed schedule of the location, sizes and weights of all reinforcement steel. This schedule shall be submitted to the engineer for approval before fabrication and shall be subject to verification by the engineer before pay- ment will be made. Payments for reinforcement steel in place shall be according to the following schedule of weights where payments are to be made on a unit weight basis. Number Size and Type Section in sq. in. Weight in lb/ft. 2 1 /411 plain . 05 0. 167 3 3/8" deformed . 11 0. 376 4 1 /2" deformed 20 0. 668 5 5/8" deformed 31 1. 043 6 3/4" deformed . 44 1. 502 7 7/8" deformed 60 2. 044 8 1" deformed . 79 2. 670 9 1" deformed 1. 00 3. 400 10 1 1 /81' * deformed 1. 27 4. 303 11 1 1 /4" * deformed 1. 56 5. 313 Bars 9, 10 and 11 have sectional areas equal to square bars of these dimensions. RC-08 STANDARD TECHNICAL SPECIFICATIONS FOR SEWER WORK SW-01 GENERAL The specifications contained herein and in conjunction with the ap- plicable requirements of other parts of the specifications, the plans and addenda if issued, shall govern the character and quality of material, equipment and con- struction procedures for sewer work. SW-02 RIGHT-OF- WAY The owner will. provide the necessary right-of-way or easements for the work. Information regarding the width, status, and special conditions attached to right-of-way or easements can be obtained from the owner in advance of the date when bids are received; the contractor shall confine his operations to the designated areas and observe all restrictions. Special occupancy aid >>:;e of the streets are subject to and limited by permit from the proper officials, which must be obtained before the streets are obstructed in any way. Reasonable occupancy and use will be supported by the engineer's certification if necessary. SW-03 SURVEY MONUMENTS AND PROPERTY CORNERS At various points throughout the work, excavation may be expected to disturb existing survey monuments and property corners. It shall be the respon- sibility of the contractor to locate and reference these markers ahead of his opera- tions and restore them properly and correctly all at no expense to the owner. The engineer will supply information relative to the approximate loca- tions of monuments and corners but final responsibility for location, referencing and restoration shall rest with the (-urntractor. SW-04 INTERFERENCES AND OBSTRUCTIONS The drawings show the location of existing sewers, water mains, and other utilities adjacent to the lines of sewer construction. These data have been compiled from the best available sources, but are to be used for informational purposes only and accuracy is not guaranteed. The contractor shall make excava- tions and borings ahead of his work where necessary to determine the exact loca- tion of underground pipes or other features which might interfere with construction. He shall support and protect pipes or other services where they cross the trench, and Shall be responsible for all damages incidental to interruptions of service that SW-01 may be due to his operations. At certain places power, light, and telephone poles may interfere with excavation and the operation of the contractor's equipment. Neces- sary arrangements shall. be made with utility companies for moving or maintaining such poles. The utility company affected by any such interferences shall be notified thereof so that the necessary moving or proper care of poles and appurtenances may have appropriate attention. If it is necessary for the contractor to incur expense because of such overhead utility lines (other than those incidental to bracing of poles or the inconvenience of handling tools or equipment in the vicinity of such facilities, for which no extra. payment will be allowed), he shall receive extra compensation therefor after such work has been ordered by the engineer in accordance with the standard provisions for "extra work". Should the area in which construction takes place be served by r,iral mail carrier service, the contractor shall cooperate with the mail service and temporarily install, in a convenient location, rural mail boxes which must be removed or blocked by conFtruction operations. As soon as the work is completed all mail boxes re- moved shall be replaced undamaged in their original location. No extra payment will be made for work incidental. to removing, temporarily relocating and replacing mailboxes. All costs resulting from any other interferences and obstructions, or the replacement of such, whether or not herein specifically mentioned shall be included and absorbed in the unit prices of his bid. SW-05 TRAFFIC MAINTENANCE AND PROTECTION The work shall be done under a program which shall have the approval of the engineer and create a minimum of interruption or inconvenience to pedestrian and vehicular traffic. All arrangements to care for such traffic shall be the con- tractor's responsibility and shall be made at his expense. Except with the special permission of the owner not more than one street intersection shall be closed to traffic at any one time. The contractor shall notify the police and fire department having jurisdiction of the closing and opening of streets. On etreets where traffic is heavy the engineer may require the construction of two-wilv bridges of adequate design; they shall be provided with guard rails and shall be lighted at all times. Detours as required by the engineer shall be surfaced with gravel or crushed rock and maintained in good condition. Detours for pedestrians shall not exceed one block in length, and foot bridges over the trenches shall be provided with adequate handrails. All work shall be carried on with due regard for safety to the puolic. Open trenches shall be provided with barricades of a type that can be seen at a reasonable distance, and at night they shall be distinctly indicated by adequately placed lights. Safety instructions received from the engineer or owner shall be SW-OZ observed, but the following of such instructions shall in no way relieve the con- tractor of his responsibility or liability should any accident or loss occur as the result of his construction operations. All expense involved in the maintenance of traffic, detours, bridges, etc. , shall be borne by the contractor and the amount thereof shall be absorbed in the unit prices of his bid. SW-06 PRIVATE ROADS AND DRIVEWAYS Bridges at entrances to business properties where vehicular traffic is necessary shall be provid-d and maintained, they shall be adequate in width and strength for the service required. No private road or driveway may be closed without the approval of the engineer unless written authority has been given.-by the owner whose property has been affected. All expense involved in providing for construction, maintenance, and use of private roads or driveways, etc. , shall be borne by the contractor and the amount thereof absorbed in the unit prices of his bid. SW-07 COUNTY ROADS AND STATE HIGHWAYS Where a sewer is to be constructed wholly or partly upon the right-of- way of a County, Public Road, or State Highwav, the owner will procure from the proper County or State official any right-of-way pert-nit necessary for such work, but the contractor shall obtain all construction permits and pay all fees or charges and furnish a bond if necessary to insure that xAl requirements of the County or State will be observed and the roadway and ditchez reutored to their original con- dition or one equally satisfactory. A copy of all permits shall be kept on the work for use of the engineer and all requirements of County and/or State authorities shall be as strictly observed as though they were fully stated herein. SW-08 RAILROAD UNDERCROSSINGS Whenever a sewer passes under a railroad or is on a railroad company right-of-way, the work to be done shall be subject to the approval of proper officials of the railroad involved. Plans and specifications will be filed with the railroad concerned, prior to the time of bidding but it is the responsibility of the contractor to determine for himself at the time of bidding the requirements of the railroad with respect to maintaining traffic, amounts of insurance, and allow- able construction procedures. All costs due to the existence of the track and the requirements of the railroads shall be covered by the price bid in the contractor's proposal. SW-03 SW-09 CLEARING AND GRUBBING The contractor shall do all clearing and grubbing necessary in the con- struction of she sewers and the cost thereof shall be absorbed in the unit prices of his bid. SW- 10 CUTTING PAVEMENT, SIDEWALKS, CURBS AND GRAVEL SURFACES Pavement or other street surfaces shall. be cut only to the minimum width which will permit the proper excavation and bracing of the trench. Sidewalks generally shall be removed to regular lines and squares but, where practicable, re- moval may be avoided by tunneling. Where possible the cutting of curbs shall also be avoided by the use of tunnels. Where the bid prices provide payment for cutting and replacing pavement, sidewalks or curbs, if in order to minimize surface dis- turbance and traffic interference, the contractor elects to use the cut and tunnel method, he shall be allowed the same full measurement as though all material had been removed. Wherever old pavement is encountered, at any depth, below an exieting wearing surface no extra payment will be made for work incidental to cutting or re- moval of such pavement. It is the responsibility of the contractor to ascertain for himself the conditions which exist with regard to olc. pavements or wearing surfaces and all costs due to their existence shall be absorbed in the unit price of his hid. SW- 11 LANDSCAPED AREAS In any portion of the line crossing private property or landscaped areas, the contractor shall excavate the top soil separately, and pile it on the opposite side of the trench from the subsoil, and shall conduct his work in a manner that will re- place original conditions as nearly as practicable. The contractor shall remove and replace any trees, shrubs, plants or sod that cannot be preserved by construction of short tunnels. All shrubs or plants shall be balled by experienced men, carefully handled and kept watered, and re- placed in their original positions without damage. Soc' shall be handled in a similar manner. Wherever it cannot be saved and restored, the ground must be reseeded and cared for until a stand of grass is re-established, all at the expense of the con- tractor. Plants or shrubs killed or destroyed must be paid for by the contractor. It is the intent of this paragraph that they contractor shall not meet unreasonable de- nlands of the property owners, but shall leave the surface and planting in substantially the same condition as before the work is undertaken. SW- 12 TRENCH EXCAVATION a. General. The sewers shall be laid in continuous open trench except that, in special locations, short tunnels or the cut and tunnel method of SW-0 ,. i excavation may be used either under specific instructions of the engineer or at the insistence of the contractor with approval by the engineer. The engineer may require the use of tunnels to pass obstructions or to minimize traffic inter- ference. The contractor shall not tear up a street or excavate any trench until he has on hand all lumber. pipe and other material, and all equipment necessary for the rabid completion of the sewer therein. Except with special permission from the engineer to do su, not more than five hundred (500) feet of trench shall be opened in advance of the completed sewer, Trenches shall be excavated to lines and grades as staked, with a maximum width at the top or crown of the pipe not to exceed the nom=nal inside diameter of the pipe plus 2 feet. In the event the contractor should over- excavate in width or depth he shall provide select bedding (Class A or B) for the full length of the over-excavation all at no expense to the owner. The minimum trench width shall be adequate to permit proper lay- ing of pipe and making joints and to allow for suitable inspection. Excavated material shall be piled at the side of the trench where it will give the best protection for the work and minimize interference with traffic. Space shall be allowed for a man to walk and work between the edge of the trench and the toe of the slopes of the spoil piles. b. Classification of Excavation. Unless specified in the Special Provisions and/or indicated otherwise by the proposal.. there will be no classi- fication of excavated materials and the term "excavation" shall include all materials excavated or removed regardless of the type. character, composi- tion or condition of the material so excavated, and shall further include all debris, junk, broken concrete and all other materials within the excavation limits. c. Excavation Below Grade. If the bottom of the trench at grade is in unst<<ble material, the engineer may order Class A or B bedding and if extra depth of bedding is ordered, payment will. be made as specified in Section SW-27. Excavation below grade which is made inadvertently or without authority shall be restored to grade by backfilling with Class A or B bedding at the expense of the contractor. d. Wet Excavation. The trench at all times shall be kept free from water and so facilitate fine grading, the proper laying and ,joining of pipe, and prevention of damage to completed joints. Adequate pumping equipment shall be provided to handle and dispose of the water without damage to adjacent property. Water in the trench shall not be allowed to flow through the pipe while construc- tion work is in progress unless special permission to do so has been given by the SW-05 s I engineer, An adequate screen shall be provided to prevent the entrance of ob- jectionable material into the sewer, I The contractor shall ascertain to his own satisfaction the extent to which water may occur, the nature of the material in which it will appear, and I the extent to which Puch occurrence of water shall affect his bid. All costs to the contractor for pumping or otherwise dewatering the trench shall be absorbed in the unit prices of his bid. No extra of any nature will be allowed by reason of water found in the trench excavation or that may enter such excavation as run- off from storms. SW- 13 TUNNELS IN LIEU OF OPEN TRENCH The cut and tunnel method may be used only where ground conditions I are favorable and approved by the engineer. The open cut between tunnels shall be not less than 10 feet long. Tunnels shall not be narrower than the width of the trench, and shall allow at least two (2) feet of clearance over the top of the bells of the pipe at the midpoint between cuts from the roof slopes upwards there- from to tunnel ends at a rate of approximately three (3) inches per foot to facili- tate the proper placement of :he backfill and inspection of the work. In no case I shall a tunnel. cover a wye branch unless specifically approved by the engineer. The trench bottom in tunnels must be accurately shaped and graded and methods shall be adopted to place and join pipes with results equivalent to those obtained I in open trenches. Special tools must be provided and used to place and tamp back- fill, and the opening around and over the pipe must be completely filled with well- compacted material, If the nature of the excavated material is such that it cannot I be readily compacted, the contractor shall, at his own expense, furnish and place bank-run sand or gravel in the tunnel backfill. SW- 1.4 BLASTING I Excavation which requires the use of explosives shall be carried out I in strict conformance to all local and state laws pertinent to this type of work. All shots shall be covered by suitable mats, backfilling and/or such other precautions as may be necessary for protection of life and property. The contractor shall be held responsible for all accidents and/or damages caused by blasting operations. I No blasting shall be carried on without an experienced supervisor and a representative of the engineer at each site where blasting is in progress. I SW- 15 SHEETING AND BRACING The contractor shall furnish, place, and maintain such sheeting and I bracing as may be required to support the sides of the trench and prevent any I SW-06 movement therein which might damage or delay the work or cause injury to street surface or adjacent property, and as necessary to provide full safety for workmen and the public. If, in the opinion of the engineer, any timber- ing is inadequate, he may order additional supports which must be furnished and placed, but compliance with such orders or failure of the engineer to give them shall not release the contractor from his responsibility in respect to the adequate maintenance of trenches. If necessary to preserve a suitable grade for the pipe, the trench shall be solid-sheeted with interlocking sheeting which shall be driven far enough below grade to prevent the inflow of material from outside the trench lines. Transverse bulkheads may also be required to pre- vent movement along the line of the trench. Unless expressly ordered by the engineer, the contractor shall re- move all timber from the trench before or during the backfilling operations. If, in the opinion of the engineer, the safety of the street, sewer, public utilities, or private property requires that any portion of the timber be left in the trench, the engineer shall so order in writing, and shall designate particularly what timber shall be left in place. Sheeting left in the trench shill be cut off about two feet below the surface of the ground. Lumber left in the trench on written order of the engineer, and only such, shall be paid for under the appropriate item of the contract price schedule. Any timbering left in tunnel shall be at the option of the contractor and no pay- ment will be made therefor. SW- 16 SEWER GRADE AND ALIGNMENT At intervals of not greater than fifty (50) feet the engineer will set grade hubs or other suitable markers on an offset line and shall furnish the contractor with their elevations and the corresponding sewer invert elevation at such points. Should the contractor or his employees cause or allow removal of stakes or marks, their replacement shall he at the contractor's expense. Wherever work is in progress, the contractor shall have instruments if required and other facilities for setting of batter boards or other construction guides from the line and grade stakes given by the engineer. He also shall have in his employ a man who is qualified to use such instruments and who shall have the duty and responsibility of placing and maintaining such construction guides. Such employee shall be available as an assistant to the engireer when he is called upon to give lines and grades where work is under way. Additional help for the engineer may be required and shall be furnished upon request. When such assistance is re- quired and is requested by the engineer, it will be paid for under the terms of "extra work". The method of transferring grades from the offset hubs to the sewer pipe shall be subject to approval of the engineer. If batterboards are used, they k SW-07 shall be at least 1 "x4" supported on 2"x -4" stakes or approved metal rods and shall be placed every 25 feet. At least 3 boards must be in place at any given time to facilitate checking of line and grade. Both line and grade shall be checked for each piece of pipe laid, except at tunnels where methods which are acceptable to the engineer shall be used to carry forward line and grade. SW- 17 SEWER PIPE a. General.. Pipe used for sewers shall be of the type and strength designated on the plans, or in the proposal and to the extent therein specified or shown shall conform to the appropriate specifications in this section. Measure- ment for payment shall be as defined in Section SW-27. b. Concrete and Clay Pipe. Where concrete or clay pipe is speci- fied it shall conform to the following applicable specifications: A. S. T. M. Spec. C200 for "Extra Strength Clay Pipe"; A. S. T. M. Spec. C14 for "Extra Strength Concrete ,Sewer Pipe"; A. S. T. M. Spec. C76 for "Reinforced Concrete Culvert, Storm Drain and Sewer Pipe" of the class specified elsewhere herein. c. Asbestos-Cement Pipe. (1) Non-pressure pipe. Where asbestos-cemerit non-pressure pipe 's called for on the plans it shall conform to ASTM Specifi- cation C-428- 59T. Class 1500 shall be used only where trench depth is less than twelve feet and Class 2400 shall be used where trench depth exceeds twelve feet unless higher class pipe is re- quired by the plans or specifications. (2) Pressure pipe. Where asbestos-cement pressure pipe is called for on the plans it shall conform to ASTM Specification C296-59T. All fittings shall be cast iron. d. Cast Iron Pipe. All cast iron pipe shall conform to Federal Specification WW- P-421b and ASA Specification A21. 6 and, unless otherwise designated, shall be Type II or Type III, Class 150, cement-lined and seal coated. All fittings, unless otherwise specified. shall be short-body, mechanical- joint cast iron conforming to ASA Specifications All. 10 and A21. 11. SW- 18 JOINTS FOR SEWER PIPE All sewer pipe, regardless of sire and/or service, shall have a rubber gasket closure of a design specifically for the pipe being used. Rubber gaskets for jointing concrete sewer pipe shall be "O" ring or "D" ring SW-08 conforming to ASTM Specification C-443-60T. Rubber gaskets for asbestos- cement sewer pipe shall meet the requirement of ASTM Specification D- 1869- 61 T. SW- 19 PIPE LA YING All pipe shall be laid with Class C-Standard Bedding unless other- wise indicated on the plans or ordered by the engineer. Class A-Concrete Bedding and Class B-Special Bedding, if required, and Class C-Standard Bed- ding shall be installed as indicated on the plans. Measurement for payment shall be as defined in Section SW-27. " With Class C-Standard Bedding, the pipe shall be supported for at least the bottom 900 and throughout its length (except for the minimum distance necessary at bell holes) by undisturbed trench material or by its equivalent which may be provided by tamped or water-'settled material of suitable character in which the excavation is then made to secure the required support. The fine grading of the trench bottom to provide standard bedding shall be done by hand tools, using lines, straight edges, and templates to provide as uniform support for the pipe as reasonably can be obtained. The fine grading generally shall be done about ten feet ahead of the pipe laying. For bell and spigot pipe, the bell holes shall be adequate to permit making the joint, but no larger than neces- sary so that maximum support on undisturbed ground will be provided for the pipe. Each section of pipe shall be handled carefully and placed accurately; the spigot end shall be inserted to the full depth of the bell and properly supported to insure true alignment and an invert which is smooth and free from roughness or irregularity as nearly as this is practicable to attain. The ends of each pipe shall be checked for line and grade. When perfectly aligned, the pipe shall be supported by placing sufficient backfill material alongside and carefully tamping it into place. At the close of a day's work the end of the pipe shall be closed by a tight-fitting stopper. SW-20 BRANCHES Branches are defined as either Y's or T's. Branches shall be placed where indicated on the plans or ordered by the engineer. Before being lowered into the trench these fittings shall be inspected to see that they are sound and that the branch is properly formed. Wherever practical, branches shall be placed with an angle of approximately 450 upward from the horizontal. Where the corresponding house connection is not to be laid immediately, the branch shall be closed with a stopper of the same material as that of the pipe. The stopper shall be wired in place and the joint shall be of the same material as for the sewer. If any branch is placed wher an inspector is not present, the foreman in charge shall place a stake and see that it is maintained to mark the location of such branch until the proper record has been made by the engineer or his inspector. SW•.09 Branches on asbestos-cement pipe shall be manufactured specially for the pipe used. Where cast iron bolt-on branch connections are used, the pipe shall be cut and the branch connection bolted on with bronze bolts in ac- cordance with instructions of the manufacturer. SW-21 HOUSE CONNECTIONS House connections, where required by the plans or ordered by ;he engineer, shall be of the size designated, and laid to the grade deEignated by the engineer. The house connection will be laid approximately to the property line. The terminus of the house connection shall be sealed with a stopper in a manner similar to that required for the branch. Bends may be required to ob- tain the required elevation of the house service at its terminus. These bends will be paid for tinder the appropriate items of the proposal. The terminus of the house connection shall be permanently marked by means of a 1 " 2" stake marked "Y" or "T" and driven into undisturbed ground immediately adjacent to the end of the trench and firmly attached to the house connection stopper by means of a galvanized wire. Inasmuch as the total lineal. feet of sewer pipe required for house connections will not generally be known until the project is completed, the amount given in the proposal shall be considered as a basis for comparison of bids only and any deletion or add*.tion desired by the owner shall be permitted under the terms of these specifications and all payment made therefor shall be in accordance with the appropriate unit price named in the proposal for the work. SW-22 CONNECTIONS TO EXISTING SEWERS Connections to existink sewers and structures shall be made in a workmanlike manner, they shall be tight and shall have smooth flow surfaces and curves. Payment will be made for such connections according to the bid price in the appropriate item of the proposal and if there is no specific item in the proposal to cover connections to existing sewers the cost thereof shall be absorbed in the various unit prices of the bid. SW-23 MANHOLES AND CLEAN OUTS a . General. Standard manholes shall be of the form and dimensions shown by the detail except That such minor modifications may be made as will meet the approval of the engineer. Should the contractor be equipped with special forms for making concrete manholes which may differ only slightly in pattern from those detailed, permission will be given to use such forms. How- ever, in all cases cones with one flat side will be required. SW- 10 Monolithic concrete manholes may be used or manholes may be made with precast rings of a type approved by the engineer. The resulting manhole shall be watertight and equal. in quality for the service intended as monolithic concrete construction. The bottom of each manhole shall be care- fully formed, the curves of tributary sewers made as easy as possible. All concrete shall be 3000 psi. When precast concrete rings are used, each ring shall be set in mortar. The joints shall be completely packed with mortar consisting of one part cement and two parts mason sand and of a consistency which will not run. The inside shall be troweled or rubbed smooth. The base shall be concrete poured to an elevation at least one inch higher than tide top of the largest pipe. The manhole shall. include genuine wrought iron steps as detailed on the plans. Payment for manholes will be as defined in Section SW-27. b. Drop Manholes. Where indicated on the plans, drop manholes shall be constructed. Extreme care shall be used in the backfilling of the trench and the drop to prevent breakage or settlement of the riser and inlet pipe. c. Manhole Covers. Frames and covers for manholes and similar appurtenances if they are to be used under street-traffic conditions shall be of cast-iron and suitable for heavy traffic. They shall conform in weight and dimensions to the general requirements of the plans and otherwise be equiva- lent to those commonly used in city streets where traffic may be heavy. Light weight, sidewalk type manhole covers and frames may be used where street traffic will not be encountered or where permitted by the plans. Contact sur- faces between frames and covers shall be machined to provide a uniform con- tact surface. Water-tight manhole frames and covers shall be used where called for on the plans or ordered by the engineer. The covers for traffic and suburban manholes shall not have more than two vent holes. d. Clean Outs. Where indicated on the plans or ordered by the engineer, clean outs shall be constructed as detailed on the plans. The riser pipe shall be encased in concrete and shall be capped with a cover supported on the concrete encasement. SW-24 BACKFILLING a Backfilling around the pipe and for one foot above it shall be of earth, sand, or fine material, free from stones or hard lumps. It shall be carefully and thoroughly tamped in layers not exceeding six (6) inches deep so that the fill is fully compacted for the entire width of the trench. The re- mainder of the backfill shall then be water-settled by depositing the material .. S W- 11 in a trench partly filled with water, ur jetting with w-.t`or after backfilling. If the mat,-riai is of a nature not caaabie of proper compaction with water, it shall be machine-tamped in layers not 'co exceed one foot in thickness. If none of the above methods are applicable, due to moisture or other conditions, the engineer may permit the use of random backfilling after com- pletion of precover. In this event the contractor will be required to promptly place such bank run sand or gravel and/or crushed rock as nec.-2saary to main- tain the-street surfaces until resurfacing has been accomplished. Resurfacing will not be p�rmitted where random backfill has been placed until sufficient time has been allowed for trench settlement. The maximum size of stone shall not exceed twelve (12) inches in any dimei;sicn. Broken bituminous pavement will not be permitted in the back- fill. In unimproved areas surplus material free of stones or foreign material derived from excavation shall be neatly piled in a ridge above the trench. In streets which are open to travel or in other improved areas the surplus material shall be-hauled away as it is excavated and disposed of as the contractor, at his own expense, shall arrange. Any costs of hauling, moving, storing or rehandling material after excavation and prior to backfilling shall be borne by the contractor. Improper backfill operations or failure to follow the instructions of the engineer as to backfill procedures shall be justification for stopping the work. SW-25 BANK-RUN GRAVEL AND SAND Bank-run gravel fur use in backfilling, when required by the en- gineer, shall come from approved sources. It shall contain less thar ten per i cent material that would be retainea on a screen with two (2)-in,-�h %cund open- ings (one-half 1 /2)- inch where asbestos-cement pipe is used) and screening may be required by the engineer to remove oversize rocks. It shall be well graded with at least sufficient fines to fill the voids and to facilitate compaction by the use of water. The use of well-graded sand in lieu of gravel for backfilling may be permitted in some instances. SW_26REPLACING PAVEMENTS, SIDEWA.LsKS, ETC. Where hard surface pavement has been cut, the contractor shall either provide and maintain a temporary surface of gravel or rr„o_intain a plank surface across these cuts from the time the backfilling is done —atil the pave- ment is replaced. Plank shall not be less than three (3) inch material, shall be cut to fit, and be laid flush with the pavement surface on a thoroughly com- pacted bed of backfilled material. SW- 1.2 I)• ® Ii I< All pavement cuts shall be replaced with a minimum of two inches of asphaltic concrete unless otherwise specified. New materials shall be used and the finished repair shall be satisfactory to the engineer. In the case of gravel surfacing, the original material may be used if suitable for the purpose. It is the intention of these specifications that all roadways shall be restored to a satisfactory wearing surface. Any pavement or roadway surfacing not im- mediately over or adjacent to the trench, which is disturbed or damaged as the result of operations of the contractor shall be repaired or replaced by the con- tractor at his own expense and to the satisfaction of the engineer. Sidewalks, curbing, pipe from street inlets, drains, and other existing improvements which are disturbed or damaged shall be replaced properly and in such manner as to serve as satisfactorily as in their original condition. If damage to existing facilities is not promptly repaired by the con- tractor, the owner may repair the damage and charge all costs to the contractor. The cutting and replacement of street surfacing shall. be paid for in an amount which shall be based on the length actually cut along the centerline of the sewer. Payment for gravel or sand required as a base for the pavement shall be included in the unit price bid for the pavement. Sidewalk cutting and repair shall be paid for in the same manner, with additional allowances for squaring out the blocks if this is required. Payment for cutting and replacing curbs shall be the total. length cut. If the trench crosses the curbing diagonally the measurement will also be the diagonal distance. Measurement: for payment shall be as specified in Section SW-27. The contractor shall be responsible for the replaced pavement for a period of one (1) year and should it fail due to poor workmanship or materials or settlement of the backfill under the replaced pavement, he shall make repairs at his expense as required by the owner. SW-27 MEASUREMENT FOR PAYMENT a. Sewer Pipe. For all sizes of pipe, payment shall be made on the basis of the horizontal distance for the various depths and classifications of pipe as shown in the proposal. The horizontal measurement shall apply for gradients up to S = 0. 2500 and shall he from center to center of manholes. For gradients greater than S = 0. 2500, the basis for payment shall be along the actual slope distance. The unit price shall include all excavation, pipe, installation, and backfill for Class C - Standard Bedding. b. House Service Pipe. House service pipe shall be measured fr jtn the center of the main sewer to its terminus and shall include the laying length of all bends or fittings. All special fittings shall be paid for as separate items as indicated in the proposal. SW- 13 e. Bedding. Class A and Class B Bedding shall be paid on a hori- zontal lineal foot basis and shall include the additional excavation and select backfill material that exceeds Class C-Standard Bedding. . f. Excavation and Bedding Below Class A or Class B Bedding. If the trench bottom is unstable below the depth required for Class A or Clasn B Bedding, the engineer may require additional excavation and select bedding material. The additional material shall be paid for on a cubic yard basis computed by multiplying together three quantities, namely: (1) the horizontal length of trench to which the select bedding is added, (2) the pay width of the trench for the particular size of pipe being laid., the pay width being the nominal inside diameter of the pipe plus two feet, and (3) a constant depth below the limits of Class ,' or Class B Bedding as specified by the engineer for the rdrticular section of trench. The unit price shall include the additional excavation. g. Select Backfill. If the engineer orders select backfill material to be placed in the trench section, the basis of payment shall be on a cubic yard basis computed by multiplying together three quantities, namely: (1) the horizontal length of trench to which the select backfill is added, (2) the pay width of the trench, as defined above, and (3) a constant depth as specified by the engineer. The unit price shall include the removal of excess backfill material. h. Surfacing. (1) Asphaltic concrete surfacing shall meet the requirements of the local agency having jurisdiction. The unit price shall include the base course and leveling course of the depths indi- cated elsewhere in these specifications. The measurement for payment shall be per lineal foot along the trench when the pavement is placed for pipe sizes from 4-inch to 12-inch. Appropriate bid items for pipe larger than 12-inch will appear in the proposal or be defined elsewhere in these specifications. (2) Gravel surfacing replacement where called for on the plans or in the proposal, shall be measured and payment made per lineal foot along the trench and shall include the base course and leveling course of the depth indicated elsewhere in these specifications. SW- 14 +w i. Manholes. (1) Type A standard manholes shall be measured and payment made based on the depth indicated in the proposal as standard depth plus extra payment on an excess depth basis. If a standard depth is not indicated in the proposal, the manhole shall be paid for as a completed unit. The unit price shall contain the concrete base, channel(s), barrel sections, steps, and frame and cover as a completed unit. (2) Drop manholes shall be paid as an additional unit to a Type A manhole. The addition shall include the additional concrete, fit- tings and steel reinforcement whenever the difference in the inverts of the sewers exceeds three feet. (3) Clean outs shall be paid for as a completed unit for the various sizes of pipes as indicated in the proposal and shall include the fittings, conc..ete encasement, frame and cover. SW-28 TESi'S OF WORKMANSHIP Gravity Sewers. All pipe will be subjected to an infiltration and/or exfiltration test. In those areas which, in the opinion of the engineer, the water table is high enough during the period of sewer construction to subject the pipe to a satisfactory infiltration test it is not anticipated that an exfiltration test will be required. Where in the opinion of the engineer an exfiltration test on pipe is necessary the pipe shall be tested in the following manner and the contractor will be paid on a lineal foot basis under the appropriate bid item in the Proposal, which shall include water, retesting if necessary, and all other incidental costs. Pay- ment on this item shall be based on the length of main sewer tested and measure- ment for payment shall not include the length of any side sewers included in the test section. On completion of a section of sewer between manholes or otherwise the engineer will require that the ends be bulkheaded and the pipe subjected to a hydrostatic pressure produced by a head of water at a depth not to exceed 20 feet above the lower invert of the sewer under test at its higher end. Generally all testing is to be conducted after backfilling and prior to resurfacing and inso- far as possible after hcuse connections are made, The lengths of house con- nections known to be included in the section under test shall be included in the computations to determine the allowable leakage for the test section. A minimum head of 4 feet of water above the invert at the upper end of the test section shall be maintained for a period of four (4) hours during which it will be presumed that full absorption of the pipe body has taken place and SW-15 thereafter for further period of one (1) hour for the actual test of leakage. During this one hour period the measured loss shall not exceed the rate given in the following formula: E = 0. 005DL E = Allowable leakage in gallons per hour D = Nominal inside diameter of pipe in inches L = Length of pipe being tested in feet The above listed leakage rates will also be applied to infiltration from ground water and infiltration or exfiltration in greater amounts than shown in the table will be cause for rejection of the sewer and all repairs necessary to meet these requirements and/or retesting will be at the expense of the con- tractoi . In submitting a proposal for this work the contractor agrees that the leakage allowances indicated above are fair and practicable and that he guarantees to secure these results. The maximum length of sewer for the above allowable leakage test shall be the distance between consecutive manholes. Any section of sewer be- tween any two manholes that does not meet the above requirements shall be re- jected and the contractor at his own expense shall make necessary repairs to the sewer to meet the requirements. SW-29 CLEAN UP a. General. During the time that the work is in progress the con- tractor shall make every effort to maintain the site in a neat and orderly con- dition. All refuse, broken pipe, excess fill material, cribbing, etc. , shall be removed as soon as practicable. Should the work not be maintained in a satisfactory condition the engineer may cause the work to stop until the ''clean- up'' portion of the work has been done to the satisfaction of the owner and./nr engineer. I b. Sewers. The contractor shall flush and clean all sewers. All sand, debris, mortar, and foreign material shall be removed from the sewers I and manholes, prior to any testing or final inspection. C. Final Inspection. The work will not be considered completed or the final payment certificate issued until all rubbish, unused material or equipment shall have been removed and the premises left in a condition satis- factory to the owner and the engineer. . I I SW- 16 I The above listed l,akage rates will also be applied to infiltration from ground water and infiltration or exfiltration in greater amounts than shown in the table will be cause for rejection of the sewer and all repairs necessary to meet these requirements and/or retesting will be at the ex- pense of the contractor. In submitting a proposal for this work the contractor agrees that the leakage allowances indicated above are fair and practicable and that he guarantees to secure these results. The maximum length of sewer for the above allowable leakage test shall be the distance between consecutive manholes. Any section of sewer between any two manholes that does not meet the above requirements shall be rejected and the contractor at his own expe..de shall make necessary repairs to the sewer to meet the requirements. d. Exfiltration Test (using air). The contractor shall furnish all facilities and personnel for conduct- ing the test under the observation of the engineers. The equipment and per- sonnel shall be subject to the approval of the engineers. The contractor may desire to make an air test prior to backfilling for his own purposes. However, the acceptance air test shall be made after backfilling has been completed and compacted. All wyes, tees, or end of side sewer stubs shall be plugged with flexible-joint caps, or acceptable alternate, securely fastened to withstand the internal test pressures. Such plugs or ca^9 shall be readily removable, and their removal shall pi Ovide a socket suitable for making a flexible- jointed lateral connection or extension. The first section of pipe not less than 300 feet in length installed by each crew shall be tested in orde �O qualify the crew and/or material. Successful installation of this section shall be prerequisite to further pipe installation of said crew. Immediately following the pipe cleaning, the pipe installation shall be tested with low-pressure air. Air shall be slowly supplied to the plugged pipe installation until the internal air pressure reaches 4. 0 pounds per square inch greater than the average back pressure of any ground water that may submerge the pipe. At least two minutes shall be allowed for temperature stabiliation before proceeding further. SW- 17 s The pipeline shall be considered acceptable, when tested at an average pressure of 3. 0 pounds per square inch greater than the average back pressure of any ground water that may submerge the pipe, if: (1) the total rate of air loss from any section tested in its entirety between manhole and cleanout structures does not exceed Z. 0 cubic feet per minute, or, (2) the section under test does not lose air at a rate greater than 0. 0030 cubic feet per minute per square foot of internal pipe surface. The requirements of this specification shall he considered satis- fied if the time required in seconds for the pressure to decrease from 3. 5 to Z. 5 pounds per square inch greater than the average back pressure of any ground water that may submerge the pipe is not less than that com- puted by the above .requirements. If the pipe installation fails to meet these requirements, the con- tractor shall determine at his own expense the source or sources of leak- age, and he shall repair (if the extent and type of repairs proposed by the contractor appear reasonable to the engineer) or replace all defective materials or workmanship. The completed pipe installation shall meet the requirements of this test, or the alternative water exfiltration test, before being considered acceptable. SAFETY Braces shall be required to hold all plugs in place and to prevent the sudden release of the compressed air. Due to the large forces that could be exerted by an escaping plug during the testing of the pipe, no _workmen shall be allowed in the manholes in wllich plugs have been placed. Also the contractor' s testing equipment shall be arranged in such a manner that a pressure relief device will prohibit the nresrare in the pipe line from reaching 10 p. S. i. SW-29 CLEANUP a. General. During the time that the work is in progress the con- tractor shall make every effort to maintain the site in a neat and orderly condition. All refuse, broken pipe, excess fill material, cribbing, etc. , shall be removed as soon as practicable. Should the work not , maintained in a satisfactory condition the engineer may cause the work to stop until the "clean-up" portion of the work has been done to the satisfaction of the owner and/or engineer. b. Sewers. The contractor shall flush and clean all sewers. All sand, debris, mortz.r, and foreign material. shall be removed from the sewers and manhole i, prior to any testing or final inspection. SW- 18 c. Final Inspection. The work will :i-)t be considered completed or the final payment certificate issued until all rubbish, unused material or equipment shall have been removed and the premises left in a condition satisfactory to the owner and the engineer. ISW- 19 w w w w Stevens. Thompson, Runyan & Ries, Inc. Engbwers/Planners 5505 S.E. MILWAUKIE AVE., PORI-LAND, OREGON 234-0721 705 SECOND AVE., SEATTLE, WASHINGTON 623-6350 October 4, 1965 Charity Lodge No. 75 I.O.O.F. of Oregon Gentlemen: Th-7 City of Tigard is continuing its program for the extension of the sewerage system into recently annexed and other areas for the purpose of providing sewa4e collection and disposal services,thereby rc'uci. i� the hazard to public health. Engineering surveys indicate that the most feasible location of a newly projecte,21 trunk line involves an easement across lands shown by Washtngt•.on County records to be owned bar you. Permanent and temporary rights-of-way casements are required in connection with the construction of this trunk line, as described on the enclosed easement form. The temporary inscmant ri';lzts will expire uponcompletion of the construction. Post experience hap i,.ndirateri that fifty cents per lineal foot measured along the centerlin a of the permanent easement right-of-way, has been proper compensation for easement rights by owners generally in this Area and this amour.t has; Been paid by the City of Tigard sand other m-Ln1icipnl t.orpoa:atiuus for similar rights in Northwestern T�.gard. "Your coopereL.aon ti, t-iis program will hapten the complotiol, of these muelt r:eeded facilities and will inaGarially assist it reducing t'ie hekhtl, hazards of the area. if you will have your authorized of- fi,-ersa si&kl the within eaasaanent form i. tbLe p eseucc of a noftary public and have the eckrawledgment cc mnp'i eted., a^on return of the -xe- cuted doetnt►e,?t: the CiLy will pruiupL-iy compesasat:e You in the nwn o:. Notarial services wii:L he fun►ished without: charge if you will call. 63?-112.1. If them is any Matter ir1 '•uckrteuLion with the foregoing on which you deaice fu,:l:l.ie.�: L�1f01-1UL-urn, ple-use feel Eree to call the City Recorder aL 639-4171 and she will advise you of the City officer to whore your question should be referred. Very truly yours, CITY OF T IGAIW City Recorder hl.LORFN +NOM►•ON.►.[. MARYIN N RUNYAN.P.[. RONALD C "1",P.[. LLOYD [ ROOT,P,[. I //'//� ,( / /(//� OOROON C TR^OM. P.P.M. 1 A. L ' INC. ` OnJuLtin/J `nGcneerl I]IL•[RT R,M[10•.P.W. w'LPR[0 D AM•LM.P.M. INVESTIGATIONS • REPORTS • DISIGN AND SUPERVISION Of CONSTRUCTION HAROLD R.MURRAY.P.E. ARL R. .P.E. ARvW. TAYLOR,PW. PORTLAND, ORECON SEATTLE, WASHINGTON Hcr . 63-P-220-5 September 8, 1965 REPLY TUI 5505 9.E.MILWAUKIE A',E. POST OFFICE [BOX 02201 i PORTLAND. OREGON 07202 ►HON[ (503) 234.0721 City of Tigard Tigard, Oregon Re: Sewer Extension along Highway 99 Gentlemen: Enclosed herewith are copies of the descriptions of ease- ments to be obtained for the subject sewer extension. Additional copies have been delivered to Don Prairie for his use in securing the right-of-way. Very truly yours, STEVENS & THOMPSON, INC. By Gilbert R. Meige GRM:Ip Enc)s. f Ownt: I Lizard Ci mrnur.itv Methodist Churc'l Thr WeAerly 15 feet of the Southerly 57. 5 feet of Lot E, Except that portion lying in a public way (S. W. Walnut Ctj ) and the Westerly 15 feet and Southerly 15 feet of Lot D, except that puriion lying in ,► public w.1v tS. W. Walnut Ct. ) And the Southerly 15 fret of the Wo 138 feet of Lot 1, all a part of a subdivision of Lot ' ct Frewmg's Orchard Tracts a recorded in Book 366, Page 513, deed records, Wa• hington County, Oregon, and a 10-foot wide strip of land being 5 feet on each side of a line beginning at & point on the Northerly line of that tract of land described in Book 422, Page 406. deed records, Washington County, Oregon, said point being Ea%terly 33 feet from the most Northwesterly corner of said tract; thence Southerly to a point on the S� utherly line of said tract, said point being Easterly 47 feet from thr SUUthaest corner of said tract. Temporary Easement A 20-foot wide strip of land, adjacent and cunt:guous to the ab. ve describea easement on the Easterly or Northerly side of said easement, cx. , pt,.:.g "i.it portlr.n wHch falls in a building er othe.r struct ,re- Easement No. 19 Owner: Antares, Inc. , a Delaware corporation The Ear+t 5 feet and the South 5 feet of that tract of land described in Book 465, Page 492, deed records, Washington County, Oregon. Temporary Easement-, A 10-Moot wide strip of land, adjacent and contigu0119 to the Northerly and Westerly lines of the above described easement. N I i, l • rr 1 I Easement No. 1R Owner: Arthur J. Poulin a,:d Esther L Poulin, hu,ib-ind and wife A 5-foot wide strip of 1-tnd, adjacent and contiguou � to the most Easterly West line of th,it track if land described :r, 13 cic -444), Pike 716, deed records, Washington C��unty. Oregon; and a 5-foot str,p o: lard adjacent and contigucuti tc, tie mo North lire c.: _• ►id tract. Temporary Eabcment: A 10-foot wade strip of lxr.d, adjacent and curttig�ioub to the Easterly and Southerly lines of the above described casemet.t, e:x..t pt that portion that falls in a building or other structure. 1✓ i Eaeiement No. 17 Ch.-ner: Virginia A. Stone The East 10 feet and the South 10 feet of that tract of Lind ay described in Hook 5"0, Page 201, deed records, W;iyhington Cqunty, Oregon, Temporary Easement: A 20•foot wide strip of Lara, adjacent and contiguous to the Westerly and Northerly lines of the above described edi ement, ..'. , 'ti,'17J^{Ow•ul''1�,��.'1M{.•''`V d'.�ii g,�y..y'::t' ., y:'•?: r'. f I lr f F.iserrient No. 16 Owner; Charity Lodge No. 75 1. O. O. F. of Oregon The East 10 feet of the South 10 -feet of that tract of J..ind described in Book 153, Page 430, deed records. Washington County, Oregon. Temporary Easen,r-nt The Eaat -�O in t of the South 30 feet, of the .ib,-ve ciesc ribed tract, except thit portion described in the above e itezrne=rt, Ea3ement No. 15 Owners Richard Beamish, Mary Beamish and .Jane Beamer-h The South 10 feet of that tract of land deucribed in B:,.,k 222, Page 79 deed rrcords, W,tshingtc•r. County, Oregon. Temporary Easement A 20•foot widt. strip of I in; ice—t and contiguuud to the Northrrly'line of the above describe-d easement. Ea4emcnt No. 14 Owreris. R. M. Brandhagen and Maple BrandhagF!n, hut4band and wife (Tax records show Carl Daniel, may be later deed filed, ) A 10• foot wide strip of land being 5 feet on e.ich s;dc of a line beginning at a point on the Northerly line of that tract of land described in Book 1 `•f , Page 30', dead records, Wa„ hir,gtc.n County, Oregon, said point being Nester:), 1•?9 feet from "-w mo- Etstrrly corner of Said tract, thence Southerly to a point on the South line of said tract, said point being. 4 i0 Fast-. feet from tho most Westerly South rncr i:d or tet, ind a 10-foot wide strip of land, adjacent and contiguous to the South line ntng�West from said pt;Ant to the m- it Wester:,, c,;rr,rr of Said 1� orUsetment: A 10-f00t WI- ” s!r;p of Lit d -idjat:ert 'vA cc.ntt¢l. 'un tri c1 wlde of that portion of ti r attu•:e described easement ly ?•c t .5.•, trHrly bearing: and a 20-foot wide strip of land, f dace +^t and contiquouu to the Nrrtr,Prl%- 1 r't• of th it port,,_.n 1:1 tl�v above det„ riff -in'!'�t J,`,:llryl �1'. .1 Westerly bearing. S. Eaeemcr.t No, 1) Owner: Ch<,rlr�.� j__t»r:-r. e►X.:�.."1�X�..i. 4! Ln t. w.1fe i'�T6-foot wide: -itr c+ ne 'c e . 7 r -q�64ir. cif a iinr beginning at a pont on t'r.c Northe r'-, line a! -rat tr,a t t.,; —And deo�3.� ribed i in Bnok 338, Page 413, deed G;.;;-.!y. Oregon, id point being Westerly 347 feet frcm the Northeirt Corner o! s,.tid tract; ther.ce Southerly to a po:r,t t. , 5c.-;thwe?: tt rl•, i. of s,-1.c !r�+ct , Said point•'baitng Werterrly 199 feet !rc,m -,)ie rnc, t Southcrk W,pst turner of ;aid !r:actt and a 10-!out wide strip of land radi%ce.r•t and contiguour+ to the most Swithwesterly line of said tr;� :t, beginning at a p+:int Westerly 2Q4 �t Sect from the rT+ayt Sr+•trsrr'y 1ti'r_,at :Dense of ya3d tr?ec.t :�- i rur. +ing :��rth- 1 ',wevsterly 135 feet. m-,,rc or lase, to that lime., twar�ntt NIcrth 18021Eae" ary Easement A 10-fo ;t wide cr i) ar l + ,.. aIjiccnt yard � , : + . � ;•.+ le. of that portion of ti-e a bovc tiv t r.' e 1 ea ietner.r Iv.-:g or. a �rttar bearing: and a 20-foot wide strip -:r land, .adjacent a+n_1 contiguous to the i NortItherly liner of that pC't'ttr;n r,f •},�: �i.�,,e p rjr•.,,{r:+,^ C . ;ctT,.`1"t l; ir,(; iri.i. i • r We�t+rrly bearing, a t . r Easement No, It Owner; Fred Schrier (no ogler shown c)-,. deed) A 10-foot wide strip of land being 5 feet „n eat h Aide. (A a '.,-- beginning at a point on the North line of that tract of land described .r. B•.:,ok 192. Page 277, deed records . Washington Oregon, s;, point biting Westerly 141 feet from the Northeast corner of *aid 'r , thence Sc,i,-I:erly to a poirt on the. Sc-utl iint r)f s�r.d tr,tc:. said paint being Westerly 347 feet from the Southeast corner of said tract, Temporary Easement: A 10-foot wide strip of land, on ea.'i sale c` !1he above desc rtFied easement, adjacent and contiguous to said casement i Easerne%t No. l l O,x,^,e r: F:cd S 011,er. And Pa. :ne J. O:Her,, }o,s')and a,-.d wife A 110-fc.,_t wide strip of land being 5 feet on e Lc': side cf a line begirn.rg a, ., point on th,, North line of that tract of land described in Book 3Z3, P-Age 5?9, deed records, Washingtcn Co"r',!1 . Or(•g.. n, said point beim We`+erly 130 feet frcrn t-ie. Narthc,iet c-7rr.er -{ .Id tr _A, the+rice to a puint !• the 1 :th lint- A ti . 1 !ract, g d bring Westerly 141 feet from ►_he Southwest corner of said tract. Temporary Eamerneia. A 10-foot wide strip of land, on each side of the ab,-.-,e de.icribed uasemer.t, adjacent and c.oritiguouis to said etasenv-nt. , ya 1 Easement No. 10 Peter A 10- foot •,-du s!r.,p of 1.7e ng b :#-r:t cr-- 1 lwginning at -i point on It'n- Nort', s, cl t-h , trac i Book 3702, Page 3111 . decd reccrd:; , Washirg?or C Ore point being Weiittrly 90 feet Ircni !hv r t: rn,# r O,vnce Sr),,ther;y to pc,,,,,t n% the S4Ah lint L being Westerly 130 feet from the Southeaet c^rnrr of s;%.d tract. Temporary Ea.ierne-.t. I A 10-foot w.We strip of land. on each a-Ide of !'ie ,tb-we d, easement. adJ,-v:rnt and ccnUguous to said easement. Easement No. 8 Own f•r: Terry S. Sayler anti S.tra J Savler *h-,�b.-tn:d and A 10-foot wide strip of land being 5 feet on. each Mede ..ne beginning at a point on the Easterly lire of that tract of land de.-cribed in Book 499, Page 351, deed records, Washington C3unty, Oregon, said point being Southerly 5 feet from the Northeast corner of said tract; thence Southerly to a point on the South lint, rf ;a,d tract, said point being Westerly 32 feet from the Southeast corner of said tract. Temporary Ea!ieme.nt: A 10-fo�,t wide strip of lard, on each side of tY.e abovr described easement, adjacent and contiguous to said e.-,Nemo.-nt. " A, fi r Easement No. 9 Owner; John W. Setn.ker and &srbara A. Setniker, husband and wife A 10 • foot wide t tr:p of Iand being 5 feet on ea, ". s 3e o! -s beginning at a puir.t on the North Lre of th-3t tract a{ :.snd de•tier :ie d .n Book 4?5 Page 790, deed record:. Wash i,g'-:r :; ..- f , Oregon, said po.rst being Westerly 32 feet from tie Nort c . : r of said tract, thence Southerly to a poirnt on the South line of said tr,sct . Haid poir;t being Westerly 90 feet from the Southeast corner of a:,:d tr:,ct. Temporary Easement A 10 foot wide strip 0 1.1 or, e.sr:l !—,He of t"he: above descrlbid u� r. � . easement, adjacent and cor':guc:.:� tc, said easement, A. nMpi� '�1 f; Easement No, 7 Owner: Fred J. Schrier and Charlotte K. Schrier, husband and wife A 10-foot wide strip of land, being 5 feet on each side of a line beginning at a point on the Northeasterly line of that tract of land described in Book 433, Page 211, deed records, Washington County, Oregon, said point being Westerly 47 feet from the Northeast corner of said tract, thence Southerly to a point on the Southerly line of said tract, said point being 45 feet from the Southeast corner of said tract; and, a 10-foot wide strip of land, being 5 feet on each side of a line beginning at a point on the Northerly line of that tract of land described in Book 432, Page 52, deed records, Washington County, Ortbcn• said point being North 61005' West 45. 0 feet from the Northeasterly corner of said tract; thence South ' 45055' West 39. 0 feet; thence South 21014' We 9t 107. 52 feet to a point on the Westerly line of said tract, said point being North 000271 Exst 127. 66 feet from the most Southeasterly curner of said tract. Temporary Easement: A 10 foot wide strip of land, on ea-h side c,f t}:r iib( ve des( r:bed easement, adjacent and contiguour, to said easement. Easement No. 6 Owner: Robert D. Litton and Doris J. Litton, husband and wife The Easterly 15 feet and the most Northerly 10 feet of that tract of land described in Book 549, Page 377, deed records, Washington County, Oregon, Temporary Easement. A 20-foot wide strip of land adjacent and contiguous to the Westerly and Southerly aides of the above described easement. EaRement No. 5 Owner: Irvine W. Lamson and Elsie Marie L►rson. hui-b,ird c,z,d wife The EaKterly 15 feet of that tract of Lind described -,Ti Book 275, Page 807, deed records, Washington Countv Oregon. Temporary Easement- A 20-foot wide strip .!f lard adj-,cr! ! and contiguous tc she. Northerly line of the tb(.vc dc�-r r.bcd e.it mt r t i Easement No, 4 Owner:. Melvin E. Ballard anti .Joyce A. Ball.rd, "."sl)ar:d and wife^ Tht. Easterly 15 feet of th:,t tract of i.ind rir t r,ned it) Book, 403, Page 469, deed records, W"8111 4ton C,')UntN,, OregLr , (�x' ept that por- tion lying :n a public w.ay (S. W,. Frewing S• i Ternporary East-me.-It A 20-foot wide strip of lard, ad)acert .ir.:� c_r)ntiguou8 to tt,e Northerly line of the above described easement. Easement No. 3 Owner: Carl Shuholm and Gladys Mae Shuholm, husband and wife The Easterly 10 feet of that tract of land described in Book 333. Fuge 569, deed records, Washington County, Ores�-,n Temporary Easement: A .10-foc•t wide strip of land, adjacent and contiguou& tri the Ncrth- erly line of the above described easement. -s, w� nFdt� ' • t.-n .n�r tw '; , I I I i , � I rQ I =i 9 o 220 -___ _ _ _____ T-- - T--- - --- - 270 I ��I i 1 + Im ' I f 11 ` jj i �, I -.....____.-__. ' --1 --- • - -- - 1 _-_ --._1_._. ._�-�___ ---- -- _ 20rJ �DO � �----------_....- -' _____ .. _- ------- -___-__ � ���.I 2 0 0 �!O �c � ' I Ird 200 .— _ -- _ -__--- - 20 c 5_ __ -------- ---- - -- ---- 2so q r i I.E. 191.54 1 .. 190, , 1.E, l 98.0 0140, — -- 190 t- /RJ /90 �• n0 � L- , � _=;! ---'' - --- ------- ----- ` . .� , �. J.E. B/. t1.E. 179, 4 . Z o I 1,E ;�O. l I /. F. 2Y9 �4 I I.E. 16 1. O/ I LE. 18 0.05' ( i �E, /70 /70 a3o I L4 TZ' r �f�� ✓"'�t l'� ,� 7d a� �' T 6'" L 4 TE2,� L o f MN /2.11. 2�1 ( ", MA/AJ on GA /P2E T T ST. A T-,�l'�; Z- 290 2 j I � 0' 2 90 041 __ :�'� e l ----.,_._-._..- - - --------- -i--_- --- - --'--- -- 1? 7!� c 5 O • i\ , Imo, o0 / n v"' tum ocrt j i61 __ _ ; E. 254. 4 ► 70 ?- --- /c. 259.o v --- -_� - —_ ---- ------} � i � „�! ------ - ____.._ - � �......--.. -'-•--.�'�'`"�- __•_--��I' - ., � ��E. X79 72 2 C- J / - 6 0 270 1 a 2 p / 'e�R�.�i,ll'/SP\ 4 4253 > UR�G^t� :...�t; �� • Vf/c'r/CAL 467iY E;e 7,fF 4 CITY OF TIGARD OREGON sHEEr Or-SIGNED APPROVED .►� I .t- ._ _ ---_ - _-__---____---•-------'---r----_-_.___ ____ _ _ �____- -- -- -- 1`11 �cewt•nl� 't'ixc>tt� ��cJ.i Ft �, !ti DRAWN T S. 5CALE A5 Nv?1� I DATE ,F Fi En cnvers Planners a,r>tlist.. st c I �-i�i�� / ��r�i.��o .���-�rvsTr�vc ;=,,�ij -__ _- -----___.�.____ ____ _____-._ _-___-_ _�u� � � � �� � � � �V �~ P R 0 F I L E S 7 DATE NO. REVISION— ---+� - 6�• P 2Zo 7 , �'ORTLANU OREGON SFATTI_E, WggHINt` SANITARY SEWERS Q BY CHECKED G- 4-111 1 FILE - �TC'N v al< F FSC:i r i .,w)' SEWER 9 OF cl .vrR. s-�_sw►yiw..ewrr.,... iin•.r�:w.... _».,.___.. .«..,�........_. ^• •t .. r - ...�_.-a - ....:-5' .'� p"'.w'.:"'� w!• ""F-� _ - —_« w ._aK,w.r..:: �Zv:fi'.^'w.a:.ro/r�.•..w+.....�....-_� ;r'I 1111 til�lll III 111 111 II 1' 1 1 1 1 � 'r~i�j t t I 6.1 I I r I I I ( I I I I I r I I I I t 1 I r Illi) I I I I I I I 1 III 1 Jill 1 � I11 � 1 � 1 11 � � 1 � 1i1i ill � ill � li � � ili Il � illll ) ( lll � lli � ill � IIII1 ) 1 1 t NOTE: IF THIS MICROFILMED I 3 4 5 6 7 8 9 10 11 12 _ I DRAWING IS LESS CLEAR THAN A THIS NOT ICEr-IT IS DILE TO Df Q"LITY OF THE ORIGINAL _ _ t _.-'.-bRAWING. 1 OE 8Z 92 LZ 9Z SZ tit EZ ZZ la L't 61 91 .1I 91 51 bl Q1 ZI I I01 • L 9 S 1/ - E Z I - 11ItIUll�llll�llll�lll1�1111�lI)IIIIIIIII II�IIII�1tItIt111I11111NNI1a111nIIM11IN1tIHMIt1111i1i�111tI1111I1t!tI1N1I1111ItM - ' !` �111� 14111�1111I1 tllllNlHlt IIt1IIIIlI1111I11NIllN 11 t r.' JULY 1 1992 .err+......- w�. . ..�++ - •._...--.__..._._ ._..�--.__, r,...•....�,�..,� .,oly�,•- „��h ,.. ___ ._•». �j _ '? —4- 4 �• ' I F„tit n:c►.; ^10. 2 0-.v:It r: George Anderson T}.e Ea• terly 10 feet of all that portion of Lot 21, Frewing's Orchard Tr;icts as recordf•d in Book 122, Page 260, record of deeds, Wa .h, rlg!-�n County, Oregon, except that portion lying in It public way Fr -wing St. ), Temporary Easement: A 20-fou. wide strip of land, adjacent and contiguous to the N -�rtherly line of the above described easement. W"WWMMM Map 1963 Aace Tac Land I3oo1+; Page Proporty Otmers llamos, Addroccos::: ::: 23-9 valuc Lot 2S-I-2CC-- 11,710--- 3500-- .40---U4-•-131— Si1A.mim, Claude A & 11ary Ann, I0315 9f 2tcDonald Avo. 5,630 3600.» *40---:goo plata--- VINCUUp Arthur H. A i;no S, I0255 0'01 1icDonald Avo, 59590--- 3700— .36-357---645--- 1II'Y, a Wiila;..7 0 & Francis 11, 10175 SH rc Donald Ave. 11,160-- 3 8,00-- .)46---4oI---53o--- WALL, :zjl.on F Jr & Phi lli c A, 10105 Eli 'Ic Donald Ave. 23-9 3,590--- 3900 .45---461---237--- KII3=Yx John P.& Port. Fed. Ilan, Portland, Ongon. 2s4-20 3,590--- 100--I.76---Prob.-7403-• CAID.'=,L, I✓lcio G, 9670 SW Froving St. Tigard. 60060--•• 200-- .00---1117--- 53 SMT!KN, -'onrr d F & 1 :o; 9610 3.1 From i.ng :t. 4,o^o-.- 300-- .47---403---559-•-•-GMSD'U, " Ja cl, I.i5h5 :11 Lomita Avo, Titard. 3,370-- 400-- .65-,-..352--• Ili--- COI;S: R;rry L. ! MaLcl 16-0 S,1 Fretring St. 7,710--•• 500-• .67---330—., 7f,..— 041 CA:1, Ch. GordonP. R.::,.. El-lot, 9585 ."I.1 41ara Ste 1,610-... 1400-- .27---4a9..--J'.*,- ►,iUrE,LL, V.'n. F & Gcrtrade L -3565 ;3•7 Aeh "t. 20000--- 1500-- .45---W--.•34-.,. .;o:ui P & : artha L•', 9865 Ganott St. 4,130--• 1501-- .55--4i7---44 FiIv'.; '.,A'-• .a " :pry C, 9895 Gzrretto Wit, 3,840.-- 1600— ,49--478---4=, cm:.-? Ric�afj :cz .•„I, i :.5 :-.' Ash St. 2,540-.• 1700 ..i: r sa(jK;ta 9575 'H; Garrett Ste I,9oo-... IC00-- .211---351---301--- CA 'P:ZI.L, Jamca til Nve.►•� 60j Cv1 Ach St. 3,9780— 1900+ .39-331-4a7— Do.T LI S,# Ll onol A r .ai y 1",, j 5 4 3S” Ro shrill Rd. Ti g. 3,930--- 2702--2.51 509---312--- ROGIAS, L P .°c Kathorn JN J r, .._ms- ,d, 11485 SW Pt. or-- 2700--5.32--- " " --- ROGMt`.;, Elk Kathcrn (G:•. ..burg Rd) -T6055 �-1 1 a.Lnut St. 55 '' ? - --- 04--605 , 7 C>--- �;� O--I r" 2 .... .:.Z�I�1• �o,SeP.� J, P ....,; 1403 'u Bard. 3,750-..• 3�.GO CO--�-152---5'',.... . (,335 .,' E. G F� �., irc s, :1:V,, Re, yq Tigard. 6,000--- 3001--1.74---455-- . --& L'.E6UE, ,;oo, r", y . ; Cs-1 ::;Lwx c. d slue 23-9 2,210•.-- 3100-1959--471--- 37— Wr., liziph .P� '...ar,c, 9985 ." 'oDonaiu St. 2S,I-2DB 1,580--- 290-4,20-257-7 99-- !CVrl 1 RI&hard 4' M-Arie Q, -^930 5W Dunham. Tigard. 23-9 2S-I-3DD i s. 600-- .911--- LgnfE t' ,.J. V&L ( axle- FeA6 bn Seo. 9530 .xo Omar IO,OCO 1200» .;0---1,311---552...LUT aam U!10 +- imii.c1,x ,-rk ,t. Portland33 35,000--- 1201.2-71--483-- 4:.---DU,20# 14artin (tmr, ', 4 V5ri�b er, ;I, 13900 2S�19•IOA 2 530 --- 100-- . r• 'N fa C.1�i�. li�..;;-., i'it;:ird .�� '76---)�35---X510...- '.L. :, H,C. � •,x, io 52A 5W"Mcbynal I At, 9( 223. 8,1110--- 2oo--6.05-.4,116---736--• .Oil .110 A .r14 10595 71 Ave. Port. I1,950�.-- 201-- .48--•465---07--- ANT, 1'1 S� ; den-00 01 L J; q= CA' .'C,-:aA. 6,1190 300-•-2.54---405---575' -- Itomm, � . 1l ek A.Ao-'�.1 �n 477, S ��ave IYllsH Hwy 3,590--- 400-- .97--,0344-l�t�~--- 11 23-4 7,850--- r'( '4,2.71---417--4..47--•- HIT,11 ^, P ,IA114, ;. 'TA;L ACI: abc ) 23-4 037-500—U' n n 23-9 2S-I*1IB 2,650--- 100-- ,50---397---h0)--- LOVE, :.crtic L et .',I-drlcy, I004C e,1 118nonald St. 101-- .31---106---52.2--- GtR;jI S D f'111RLTZ 4'.►lia, 100'.J SW Mc Donald St. 3,(j18 .^.00-- .47 1?7---378--- P11I:'I'Ii,John J & Clea :', �(e(rc ;l1 1'cLWald Gt. 1, 650--- 300--2.18---399---312- PI,IET11p Clara; Rotz1cX ' 668 SW 12th Dr. Port. 0.— 2100-- .82---124---1411--- i3mmi' Joceph % :A:in ' NOrb.s, 14135 'Eli 103rd. Tig. 11, 'l--- 2101— .93---480---5118--- LAM.Mo I Ion F *& Pwic ►a, I4,L65 SW 103rd, Ti(prd. 4, )--- 2102-- -47---479---275--- tu=o St....rt H & Dom a 14, 14155 SW 103rd, Tigard. 5,�,,J 2200--3.54•-•299---318-« PAL-rL,., Wnry. 10340 �J)"c 0L- Id St. Ti Lard. 23-9 25-1-111A 1i,]90-.x.800.-4.39--312--•1,16»- AnaPaS, .fru ;-asrw . , 1556 Trwian, walla 1.411n, Washington ?tap I963 keve Tax Lind Book Page property *mer's names and adressesit1 23-9 Vali . . Tn 219-I,►2CA 6, '.0--- aCa-- .M---245.207. AlaKM,John Co & A Francis 9765 514 Frmdng Bt►. -------- ';0-- .r'7---622--44&- TIGARD 0=11.17r '?EI MMST CIIURCII. Rd. 3.9670--- '' '=-w- .41-1 —Counter SeC.-B,1?M=. j Lawrence A & Lcota 0, 10930 SW Boones FerrZ LJ3w-w ?... .~j---1193--- 21-- Tn"A.'I, John J el.ib crly Vcrlaino, 17115 �� Frawing St. 3s(60 - --'-- x 363---399-- "AY:1t, Certrudo L, 9700 ESI Frowiinu St. Tir;urd. 5,9'_0--- :�--_. :---..40l ---232-•. '._;.1"'.! T, 11rn:ard L & Virginia A, 9750 r'1 I�c':nait� St• 3,620•-» 5---35 ---656-w TA 1,9 Ecn-dee 'Mmrica :'V.:..an, 9720 SS•l FreidnQ Z% I, CO••- G';'�-- .G)..--3("j9--- 9-•• AI1D:3 "ON, Coo. ;r Ruta C, 12!"'/'5 ^1 I2Iat, Tigard, 7DO-- "elv r. D "r ^ylva 0, 9705 F7rowing St. Q 0 -- .5i---312--•-311-'. Wl PU Mj Wm. `I �� .ryx�*, `675 ;�' k�and tic St. 9"00-i2.C3---^J7---i 117 '. .'.;�::�1, CHIA L & Ilorenco II, 2554 2oinoro Rd. Izivorwido Cal.iforila. 23-9 2S-I-2CB 3,700---20046- .:;.--^70w--I15r,-- ;',arrm, Jahn W & 1=arbara Ap 3JS30 SW 6nrrade, Tigard, t�30--� ': ' .a"1---1��9---351-1 �I► --- .Tcrry S Fara, P.OeBox 366, Oewe;o, Oregon• •r`;---1.132--•• 5f ^IIf17I71� ;`rad-J, d: I'lOttO, I35?.0 �d Pt�C,.flo 1hA�.TIg. 0 .03--•.7.:1.3-- 90-- LITTON, Erva 0 Estate ' R Litton 3.102 1419 77ayal Oaks 1Aivc, Vancouvor, 1lacYington. /.F '..ry0-w-•--,..:' ::-- L0---6/7�i-- -.—';/1J�, 'hbbol, 130x907 DI Pacific Ih}�ry,,�TTiCard. n •71:---275 --i V7w W, ;'01# i Anz 1'i rt 72do ?.urio, 1".O.D= 6457, TiLiard. ,. 00---: , :)-mm •25---5o6--••132-- Ll t:7?;, cly�e F. & Virg l I1 N V R & Florence Lee, of al d4 A 00,AI&A(IA YL�rt'Rf-4N0- VAN,,* cA.lre"<r- AC-a .-- 11570 -1'1 100th, Tieard, Cr©Con• 63-- 1: d '': Cco. F& Ruth C, 12195 M4 I2Iat Ave* Tigtu'd. -. .��w-...'32---569— r �C:, •, Carl. & OL,,,.,,s ::ao, 13000 nr Paciria Ir.y. Tig. �y �w• J-- •3L---_ "i---2i » A< <;M'071p Luchdr, Cs !yrtl4, 12990 1-1.1 Pacific }hill,. rig* 3� •....� ,:�.,� -_, '..--771-- V, ':O:I, T C I?uth B, 9115 54 Frewing Ct.(Ileavoy StnLio 2, •-✓630-- Ritter.—no :'rod, % Frank A Jones reavy rtntriorw Inc* % H P J'lark, og65 E" rYo4ng rt-I Lox 570 & JoyGm, 99 '�c'irnct�rillo, Oregon. 2,390 - . �--_� 3---1.1x9-- DALIAI'^, "civ'.n t9900 .r1 I7Yo•flng Ste I,23 D ...N,. 7....-►'3x1-- MT' •;, ::rirnn. P. o. DooC 6327 Ti curd. Ai-o C rrl ?1 t. !ulana Rivernan. 1 ,.67'0---3't'�' .i,*---- 2"---7111-- 1 .-r.r�. j Jack n & D=bma, 100415 4"'1 Garrett. 3 .5;---327---205-• 11: .114, LLlAii.a, & 1he F & 11131:© J We ZOo25 :14 Ocu-rott. 750-3'X-1921—h52. G0.►• Pr".Or, 1 moan Food & Pcarl A, IU040 Oil Garrett. 3,910---�>C1-- •L�-'r^�141�---��•�-'- n n n M h n i,eil 13 & Patty A. 1^0010 -'VWrrett. 6,11:0--3160-• •5J---39x---62y..� . AU1rCI1, We I1 t Icarian !I, 9995 tll Garrett. 3,3 .0---3^00--. .Go 362---111:^-- !"'M 1LT, rax -,A Lottio, 9975 SW Garrett. 23-94,030030 ---3900--2.01-v-3%9---545-- DAR;�'U'•, Laura & F)rod C, 9955 SLI Durrett. 2::-1-2CC 5,o6o-. 100`-1 AL--w372-'--3I I-- CALA11T199 Fbter J & Dorothy % Ouy B neer 131100 :W Pacific Ihq., Tirsard• 2,920--- 200--I.1i0---323---539-- OLF'OH9 Fred S & Pauline J, 131150 ::U1 Pacific Ihgr. 5,030--300---4.77---203.•- 61.3-- CRI: ?11m F Edo Eva T, 7960 u" Garrett. 7,330--- 1100--9.77---115---510,-w Kfturps Jomph, P.O.L'ox 611039 Tirard, Oregon. 3,9V30---5X1 -11.19---192-277-w F1M ?Ji, Fred, 13520 IM Pacific Ilwye Tigard. 11,740--- 600-X3.01---338--h33-- ':rrAR:1',, Chns, It & Alda Irene, 13170 :W Grant Anti. 11,220-- 5'00-• .97---133---1101« L'VA1:;;i:I1GAL CIIURCII of Ti Gard, Truutme, 13520 -'M Pacific I.Vy, Tigard 23, Oration. 21,I00---7000--1.94---166---307-- mAI1DiMUl, ?-o-Tle f Carl S Daniel. Adminstrator, :av'il! ,!, LOA 7Q, "zoo u,, Map x963 Ana. Talc Land Book Page Property Owner's =men and addreoaesj j j)j Value.Lot WA 29480--1100-- 1.09---Prob.-9557— AE'ESH, Richard, at al Fatate, % John Peters 'Ai,35n 13680 SW Pacific n,47, Tigard. i F-1200 .62---153---,,` Charity LodCe No. 7.5 xoor % T B Denne7 56o---i3o0— .78---477---';6' 11475 71..r Donney Rd, Ibrvcrtan, Oregon. , STOITP,j 7 A, 2813 Portland Boa-do Plotrbargt Oration. 5,820-1400— -- 443--- 4— =JARD, (jr-MIWD CMr-K !I & 1hrriet C, 10375 `" ! .IjUvicwt TiCard. 560--1500-- --1139---!139-- :u,'rACx, Frod !w Ama Cl 13490 ! Watkins, Tigard. G 4•--I�r�.... ...,-469» -i. F'-- •",;Vr�t.`oN, Ik'nmirZ D & 11 10315 S?•I lillvica, Tigard. 5Cr0--- .-- ---46�---291 iORLA:1D, Yhn. F Ec Robecca, 10315 Md IIi]ltrlett. 6,570---I,-4�,• •,.. 465---300-- '�I.:?Oid, 1dn. S & Adol©, 10315 7 I;cDonaa.d SL. 5'510---xis_-- ---�! 0-'-'260 - "IP1I-jrgD, I-Initer F & Freda, 10225 MI Ilillvletr• 5,3 70---2000-- ---435---747-- MEIZII, Oso. B & Dorothy !I, 10195 5w M11view Dre 630---2100-- ---494---515-- ITALL, !Pyr � 0 & Evelyn K, 16369 EE Taylor, Portland. 5,610---2200-- ---42)---499-- DU,:,Ir `'oward A & Ro ar. lc, 17310 SW 131, Tigard. 49790»2300-- ---11,33---202-- +rjlj ;T, John J & Alice L, 10130 .1W Hillview/ 5,020---24C08-- ---441---163-- IUIP u`()?f, S1arold E Charlotte, I0160 SW Iiillviex. 5,000--2500 -- ---!108---4j6--N%=L^.OIJ, WIllaxd E & A]icat 13900, 102nd Ave. Tigarde 6,920---2600-- ---1132---291--- WR::ON, J Walden & Charlotte E 1.3885 X41 102d Tigard. 5,10,?•..-2700 4112---422-- SCjr-I T r- Ric. and L & tiny V, x3965 `w 102d Ti Card. 5 __2C,00-- ---449--525.•- FA.RUMp D & violet, 103115 SIS Derry Dell Ct. Tigard. 40520---2900 ---5011---261-- F M ST, Jake M & Eva,, 10294 Sd Itillvl ew. 5,0°0---•3000-- ---503--- 76-- Kcllaa, Indon L & 'Mae K 10360 S4 I411viewo 2,420 -3100— �»---ti0> -59:- JU:;O, Fbl-M h & A1j.:Le, 990 nU It Donald St. 560---3101-- ---;17---3�i-- ':att, Carl J & Eatel 1., 14325 ��► 1111th Ave, Tigard. 11,930 3200-- _--;'•►, 2:.;'"'- . :TL 7, Arthur J & Ruth, 10340 •I I1111viow, 4,2'0..33()0-- e59•--,^1f i�•..--4:x4-- MST, Forro nt M Jr & FArah E �Zand,%Oro n.e• 4,()!1!)--.-3,'400-- ---lav5••••zF'a ?tRY, -rhna.ld R Patti J, 10345 5-I McDonald . 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U U uuu u u u u u u u u u u u u u u u •r wataw rJ ri t:a •� a a +1 d•u a) a) 1 a w ra m roti1-4vv (D —f 4 >� RCrow, u aa)) .. rtLa W r'-1•ri J : coS wN� wrow ewtiu41 daro , e, vl •-1 �E • I� . Ia1 H H U rr� 1 I i o � ti • h •uaro'ryhoo � H �1 N -I 11•-J r•1•�I u N Q)1-1 al a) N++•u A t, rJ,.-1-Hu.Cr .0 w 'M II-1'k4 gr-14J di .6r1 • dN 11NHN jqp dH ►ro1 '' m ~� a V M u1%u7u �S O u04111 Ll u r, u x ti ww N W W d0) 41d10 ub, N•. NNar4 )- H 1 OO V I� b4.d 4J� ONbNtr+ �q W.Q4:jwpaa)i vU Nrod � dO c, OO (Dba) p .ldpOli ►i 'I a 1., ., ,• -r r, N.-1 h.D r- o Ot)•d' N N h r .. I -C, :. Q,In r•I r•t" t, 00'rr V I'.. -r A ,.t In ,n In 10 M wl N 'd'•r tM '�'r' " ''i • mt' In •rM V1 t0 ps v1 a)-It !n MOh •-I O til r'1 co w tl' M 01 N O r-1 O••4 Ir I .r -r •r-r•Y -r•'!' ■1'er •'1'N 1--1 v •V'In t tr•, ,j t O•-i c O O••-I .--1 O N o 0 o O r-1 O r-1 O N M O O coo 000 000 0000000 00 •. , IL'•-+•� 10 ri N n1 N N r•-(N H M M eM In Ln Vl In h k0 ' •, ', r) nAA o0o art•-I ooaO00000 MMM ri r 4.-i r-t h4 H r4 r-1 r•4 r•i r-4 P-4 r-1 -4 r-1 r-I rl r.J r-4 r1 r-i•-1 r-1 -4 r•I •-4 v, v, rncn Ntnu� (ntntn tnww tnwu)tntntAN 7 r1(VN NN NNN NNN NNNNNNN .V t.. DESCRIPTION City of Tigard S. W. Pacific Highway Sewer Trunk Service District Boundary Those portions of Seetiona 2, 3, 10 and 11, TZS, RI W, W. M. , Washington County, Oregon described as a whole as follows; Beginning at the intersection of the centerline of S. W. Parific Highway with the centerline of S, W. Walnut Court; thence southeasterly along said last-mentioned centerline to the northeasterly prolongation of the southeasterly line of that parcel of land conveyed to Tigard Com- munity Methodist Church as described in Book 420, Pages 14b and 247, Deed Records of said Washington County; thence southwesterly along said prolongation and said southeasterly line to the northwesterly pro- longation of the northeasterly line of that parcel of land conveyed to T. G. and Ruth E. Lawson as described in Hook 255, Page 771, Deed Records of said Washington County; thence southeasterly along said last-mentioned prolongation, along �a,d northeasterly line, and along the southeasterly prolongation of said northeasterly line to the most easterly corner of that parcel of land conveyed to Tigard C,immunity Methodist Church as described in Book 422, Page 406, Deed Records of said Washington County; thence southwesterly along the southeasterly line of said last-mentioned land and southwesterly prolongation thereof to the centerline cf S. W. Frewing Street; thence southeasterly along sald centerline to the northeasterly prolongation of the southeasterly line of that parcel of land conveyed to Carl B. Reverman as described in Hook 147, Page 438, Deed Records of said Washington County; thence southwesterly along said last-mentioned prolongation, along said south- easterly line and along the southwesterly prolongation of said southeasterly line to the centerline of S. W. Garrett Street; thence northwesterly along said centerline to the northeasterly prolongation of the soCtheasterly line of that parcel of land conveyed to Norman Wood 4 Pearl A. Page as described in Book 4S2, Page 40, Deed Recc:ida of said Washington County, thence southwesterly along said last-mentioned prolongation, along said southeasterly line and along the southwesterly prolongation of said aoiith- easterly line to the easterly line of that parcel of land conveyed to John W. and Barbara A. Setniker as described in Book 43S, Page 790, Deed Records of said Washington County; thence southerly along said easterly line and southerly prclongation thereof to the northerly line of Freleon Heights No. 2, a duly recorded subdivision in Paid Washington f'ounty; thence westerly along said northerly line to the northeasterly Corner of ' Lot 19 in said subdivision; thence southerly along the easterly line of said Lot 19 and southerly prolongation thereof to the centerline of S. W. Hill View Street; thence westerly along Paid centerline to the r.enterline M i of 3, W. 104th Avenue; thence southerly along said centerline to the centerline of S. W. McDonald Street; thence easterly along said center- line to the centerline of S. W. 103rd Avenue; thence southerly along said last-mentioned centerline to the easterly prolongation of the south- erly line of that parcel of land conveyed to Joseph Began as described in Book 124, Page 144, Deed Records of said Washington County; thence westerly along said prolongation and said southerly line to the southwesterly corner of said Began's land in the easterly line of the land conveyed to Henry Paetel as described in Book 299, Page 318, Deed Records of said Washington County; thence southerly along said easterly line to the southeasterly corner of r yid Paetel'a land; thence iwesterly along the most southerly lane of said Paetel's land to the com- mon line of said Sections 10 and 11; thence south along said common section line to the southeasterly corner of that parcel of land conveyed to Oregon Foundation, Inc. , as described in Book 535, Page 663, Deed Redurds of said Washington County; thence westerly along the southerly { line of said last-mentioned land to the northerly prolongation of the easterly line of that parcel of land conveyed to John D. and Catherine T. Annand as described in Book 232, Page I11, Deed Records of said Washington County; thence southerly along said prolongation and acid easterly line to a line parallel to and 600 feet southerly, as measured at right angles, of the northerly line of said Annand's land; thence westerly along said parallel line to the westerly line of said Annand's land; thence northerly along said westerly line to the southerly line of that parcel of land conveyed to Esther A. C. Rock as described in Book 340, Page 225, Deed Records of said Washington County, thence westerly along the various courses of said southerly line and the westerly prolonga- tion hereof to the centerline of said S. W. Pacific Highway; thence north- easterly along said centerline to the point of beginning. oas � I _ 2 _ CITY OF TIGARD, OREGON CONSTRUCTION/INSPECTION (P.W ) PROCEDURE CHECK LIST NOTES UTILIZE ONLY clearly marked APPROVED PLANS, plin re\ iRions, change orders, specifications, etc. : I. SANITARY SEWERS (A) Commenced install*+-ien. . . . . ....... .. ... . . . . . . ❑ / (B) Completed installation. .. .... . . . .. . . ... ... . . . ❑ 1) AR-built field notes filed. ,.. . . . .. . ❑ A) C-;,, -ent to engi.neer. . . . . . . . . ❑ 1) An-built field notes received. . . . . . . . ❑ a) Filed in project folder. . . . . . . . ❑ (C) Inspected :tnd Te4ted.. . . .. .. .. .... .. .... .. . . . ❑ l) Tpgt nomonographs filed. ., . , ......... p (D) Tentatively accepted by City. . .. .. .. .... ... .. p / II. STORM SEWER: (A) Commenced inatallntion.. . . . . . ... . p / / (B) Completed installation.. .. . . .. O 1) As-built field notes filed........ . . . ❑ (C) Inspected.. .... . . . .. . . .... p / (b) Tentatively accentftd by City... . .. . .. ..... . . ❑ III. CURBS (A) Commenced install ,ti-n.. . . .. . . .. .. . ... .. . . . . . ❑ ____._�� 1) Bench W Bks set. . . ... .. .. .. ..... .... . ❑ 7) B,. nch Mark lncations filed..... ... .. . ❑ (A) Comnleted in�tall +ti.nn...... ....... ❑ (C) Inspected.. . ... . .. . . . . . ... .... . ❑ (D) TentAtivrl.y iccrit:ud by City... . . . .. .. ... . . , ❑ IV. STREETS (A) Commenced Grading. .. . . . . . .. . . ..... . . , . . . . . . . . p 1) Sub-grad; inaRrected.. . .. . ..... ...... . ❑ / / e) Test data filed. . .... .. ..... . ❑ b) Tentntively accepted by City. ❑ (B) Commenced rockinq. .. . .. .6.. ... . . ...... . ... .. . ❑ r 1) Sub-base inspected. . ... . . ... .. .... Fl a) Teat rtata filed. . ... .. .. .. .. ❑ b) Tentatively accepted by City. p (C) Commenced Pavinn ❑ 1) Paving inspected. .... ❑ a) Tent data filed. . ...... .. .. . . ❑ b) Tentatively accepted by City. ❑ (b) Street tentatively nere+pted by City. . .. . . . . . . C] V. PARKING LOTS (A) Commenced gradinn. . . . . . . .. . ................ 1) Sub-grade inarected. ... C) a) Test data filed. . .. ... ... . . . . C] b) Tpntstively accepted by Ctty. / (B) Commenced Rocking........1................. ... 1) Sub-base inspected............... .... (2 A) Test datn filed........... .. . ❑ b) Tontatively arrepted by City. ❑ r (C) Commenced Paving.. .... ...... .... .............. ❑ / 1) Paving inspected....... .. ... ........... ❑ ' a) Test data filed.....•.... ..... ❑ b) Tentatively arreptedby City.. . . ❑ / (D) Parking lot tentatively accepted by City...... ❑ ! / VI. SIGN: (A) Street name sign• inntalled. .. .. .... .. .... ... . ❑ / / (B) Traffic signs installed.. .... . . ....... .. ...... ❑ VII. SIDEWALK: (A) Commenced installation.. . . .. ...... ... .. ... . ... ❑ (A) Completed installation. .. ... . .. . . . . ... ..,. .. . . . ❑ �_ (C) Inspected. ... . . . .. . ... .. . ....... .. .. ... ... .... ❑ / / (D) Tentatively acr--tad by City.. .... ..... ....... C3 / VIII. STREETLIGHTING: (A) Commenced installation. ...... .. ... .. ... ....... 13 / (A) Comnleted installation.. . ..... .. . ...... . I .. . .. ❑ (C) Inspected. . ... . ............. .. .... .......... .. o (D) Tentatively accpFted by City.. .. .... ...... . . . O / 1) Authors+ation letter to Energise filed IX. LANDSCAPE: (A) Commenced inst-111ation. .. .... . .. . .. . . . . . . .. ... ❑ (B) Completed installation.. . .... . .. . . . .. . ..... . .. ❑ (C) Inspected. . . .. . . ... . . .. .... .. . . . . .. . . ... ... . d / (D) Tentatively acrAptPd by City.. . . .. . . . . . . ... . .. ❑ ' X. GENERAL AREA DRAINAGE: (A) Building rain drains inmpected.. ... . .. . . .. ... p (A) Culverts inspected. ......... . . .. .. ..... ..... .. C3 (C) Drainage ditche, inspected.. ... . . ........ ..... [3 / (D) Tentatively accepted by City. . .. .... ..... . .... 13-/ / NOTE: PRIOR TO COMPLETION OF EACH CONSTRUCTION PHASE, REVIEW FILE TO INSURE COMPLETION OF CHECK LIST AND FILING OF: 1) Approved Plan Revisions 2) Approved Specification Variances 3) Change Orders/Extra Work Orders 4) All Correspondence/Memoe 5) Daily Inspection Sheets