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'S IA/4 ll LfABavC'' �FNKRAL NOTES l -------ro ' - C, (r /L/J_: Tf /p /.+l y 6, R'.?4'7%� T •t/�+"A/1�1!�'" 1. ?uoti_nga to rest on f cam► Orad fill ', • tiq CIV NOTi~`a X / • � YP i�J FH .Ay. pipe LrenaMs and onera.Yaatraton ineZow fw;ti a to r,'f/I'T 1KI backlillsd with lean concrete. 2. See aretateotaral details for all dimns3�n- rnd details not ,hewn. Ccatrarlcnr to Verifl and check �"L'/I-/.YI%r�'S/pf /'�lq;F/ /- B' rl'.RnO'/6• • /- '#�• V. ,z r.^'1/IAF_ r��il'r;P� a 4 '.p" 0,G, ,N ..•-_ 6.11 conditions on jobeite. � r! 0 Nkc�F Ms n 4i do• bloc! 2 - }- tg SF (; .P/'/./7 /n' •7!l'^ ///, 1 _- _ __..____ �► _,. _ .-�.. l�F T.�/! r ,r 5 E t G tf qJ• N O.1'� S 't��� 1 N� F.,P✓ A11 consx eta Loads; be 25G0, �'' Parts ?dac 125 P51t LL, I�,nd !'3P0 3elaNi< Lrrw 2. • __ T/%/� / !/f/A�H//,h'• x4 �,► a�os 4• psi at 2e days. Set xll anchor bolts and dowel telara ,Nottring. 5. 1,11 reinforcing steel to be inter idists grade Astro A-15 4ef,ormd to AM 11"905. petatl, <N _...11Y ��( !'■' fabrioato And place )www AL'j CDdt alb end Yanunl 415. Welded, wits arab to los A-' ` 3,'iG' t7WfE. /JLT C'i'/,iF`f %-CUT - NAILU ,4H UIX (1M) AS& 185 .j r�' LEIJC.sFI/.,���- /!� /C/t 3✓n/a Z Y" ? AtS7NCON/. ��,/1,.•/ i//y� �;. '/ '.` 6. Set min reinforcing ,teal 2" from forms for bealoa sod celwens 3" tl�I earth for recti ri r nR . r I I 14,4-5 yFW Gr/V/NLA/ dCN7 6nq .iuidt to support 2-:bbd each end oRe.c,a J' 7. Provide 4q-0" by 2'-0" e0r'nar bats for all horigtontsl wall mteC. s% �s %M int$r>tratd�artr. Joist Splices 4-16d each joint ,�G, � ,�,•\.�./ Typical bar lap 27 d:aoetare or 2►-.p" aim. '� 9. All 11101 QET. "LA:TFipS Blocking 2-aha each end �� ��, ding to be dons by osror V- 1t mirk.I�- I :• -7- +tS vFi T as2?'E5/" /� 3-164 to support �K' F.�. 9. c,oneltwete block shall be lightwoigtet carte conforming to AS'ltt .:pec. •9p cbat� A crit, s ,attar F/?S T PW rt ua jl i I A in plywood 10d A 6" all edges of 1 eeepnt, i 11m, Q sand, and s dnlmtV nater. fasticieer ,Ayr oa lddl►d. 0-51 FiH /.f'I� ►/�. ,' s/^v _ L T/1iFU e. C'�i¢� .SyQP �G Bl.��Y S/�Q/� `n2" int. bre W. RairtforoA all block walls as aieown +.1#.R ir1.6" dianwtnt trussed wire Mntoreing alternate abestrock par afgrs directions o*tsMe i TF.ip t+_,cxr1, _�_..-,i •1111_.__._. and 1-+116 vertical °�,w-0" in gsonted oel.la_ Una course of Wire Awl 9e ostt:ted above and bel" __...,.....�„..__._. aoatinuous bawd t+esas, Neintorw all a •ni I �? tape all Joint*. ____11 11._.. 11_11._ F ngs with .1lntele par sehedou ea• as detailed, 2+A bar's 1," 4eehi --�-•--------+ in bond bear at sills, 1 -05 in grouted cell at jamb exoept 2 bare and 2 calls at fire doers at T /ve nK sa setae, �Ild" etre to C7 C K W. `r�!E 1..1�1 C; windows. All grout M be 25UG psi wal to uaAs nth 3/8" ad rnae a egatfAl c'�c s/P!'U TflJ SELLS. (//6I/ T AC I`riC pare,l�fe1 sups - "ts ' X�-nR .7 c: /1B0 (�✓F. C.r. BELGI//,8"ll / 2" deakil* rsndrm lerwth2-•364 each b�►aring c0MrUL'rING STRUCIII URAL VN(3Ij4gj%P 11. Trussed wire roi�ing to eoatos'n to AM A-82. •k�' lay per eatgrs dirastiea. 3 6 *tote 12. All laainated bow" to be, /y /C./qL VVALL sF. CT/.�%y Yetal roofing 1RiL with i 711 OWKVM aull.olNo .26a0pei in tocorAaece with VXU 1962 Speoi lsafiwo t 1#6 Alm dKeept W M O R T L n N D, (�R s G O H 3 e-t s,, as noted. 1'reainm rudsh in -bMrocet, indeed ial el.sewhe lw. 1 ,eat AI 41§r &04 ltd, trap au u� nal wasb•re prelduml 1 cost eealsr and lead wrap all lllduetrial. AI'1C Oertit'loktq yo4tVAr�. alt were, salt tapping ---•--._._.._.,`_..._._.___.__._.r.._._.� _ sheet Adtal ecretq in p •13. All sawn lumber to Con to ex ceili Joists t be betw a joists. L on woo �' etrnot ion as better Dept IK Jo a o rtatdeiHlr 1111 boJtw be n ae d shall be lr�evided with sat wa1hpi.b lIl • -•_. .- ---- -- ---- -----_.-_.____..�- __ _ ._.____._.w+...._._ _1111 .__._.._._.�__._.._____ �............r..__._.._._. __ ___�__._._...�..,_._._.-.-...._....._. - - _ ..�._....�_.._�. --.._� 1111.__. • IN - x :,,a' , ry !Ilrlrl►IIIIIJIIIIIII+IrIII�_�IIIIIIIIIIIIIIIIIIIIIIIIIIIjII11111IIIII+IIIIIIIIII�lllll�lllllllll1lllltllllllllllllllllllllllllll1►IIIIIIIIIIIIIIIIIIIIIIIIIIIIII�TIIIIIIIIIIIIIrIIIIIIlIl1111111 ""'" " '- --• I 7 _. 1 _1111 ............... NOTE; IF THIS MICROFILMED I 2 3 4 5 9 7 8 9 10 I I IQ DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING, _ OE 62 92 I2 92 S2 b2 EZ 7:: 12 02 61 91 LI 91 SII bl EI ZI 11 01 6 8.. 1 -'1 -..1---.I9- S''"� b IE. if 11111111 11 fill I111111111111h11llunllulllll11111,IIIfill III IIIIIIIII 1141111111 Illus{ImluuhUlIUU111n1UIIlUl1IIIIIII 111II11111W�i11�I111�IWIIIIII1111�IlII�IIIIIUllul1111111uu11U11111U�11uU11Ullll�llll�lllhlllllDll�llllllUl�IlUI11H JUNE 1 , 1990 1111 ' I f 1 I 0 00 lV) -- ~0 L. - (_ __ l T . _-_ 7- -T- T -- 7• '�- I ^,__— -�'-"'T-�'�_ _+1.\ - -e-- �'- � �► _�_...� 1 .. w � J._..�_-�I_. 1� ►__ .1 _- _ _. l _�a • N C hl P'...,P 1J G t 1 _I Ifr«.1'I+J C N I� H 1-I �9�I I I �.R 1+1 G N li ...� C H , ' 1 +--r • — Q I+J I I I , i IL ( ! , I R_'1.1 L.I I>S Q nl c 1-1 1 - Z 1 I I 11 I 11 I I I I L 1 I I N l 1 . I.V Ql I � � � I � 1, ; l r L G I.a U1149 �-� A. 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JUNE 1 , 1990 . . _.. _. .. _ . -- -- _ ..sr,.�_— _ .. ,— _.�� ,-. e .. i Fill,, M.. I ♦ 1 � N 1 O N 1 I 2 4 U F- tJ ra V f'1 ! —�— - 3 to 2 M 12 -rtouo 4010-2 12 N l� 'Mf- Ir o. 2 o 1 1 COLI a 4610 .. 12 41 Ga->1-ID •1.r 10 2•�1•ar — r1(D, 3 1 o � I 1 7 NII 11/ 1 .40 ! a � G }} U I1 4 N Q m �L 1 IVu/j/1 ,1 ,` `\ ♦\, � - � III 0 N\ � - CL 00 LL NJ Lu ,� (-z c.n \, t `\', �. r ♦ sib I ,� t '`♦♦ \• .� � i��l_rte-- _;,,r----�":-� • �•, � '•♦ zt to ,_,+ �-�--..-�-.�- � � 'r� I \ �..J I \ - I1 ,1 �► �� c�L-ri La A .1. e..P 1 c A P ;7- I 1Jo. IG-4- 81/2.0c 1 I - A 5 h.1 F�C.,, 8'Y S O O T 4.1['�L►1 C n L C>Ca L.1 T E P I rz r�s l�L c r-, N o. A p L c 5 Co i `MM G,lR. TIOJ 195 CW rLI�cr_p-4,CLr'S StJr:._L M,�. rzF~ EzrzF:. N ALL c-�-0 LJ c 7�rt b S u,n,L�- 1%Fw- I•r✓ S T rt &W O t?'O F)c7LP {JCS, 113, ,, 8,10 f Imo. SLJALL L%E? FI j! I-0 ` ., ro-4 y_.. S1.1F.LGF, IJo S4-7-7-7 W _ r— ` �__ POt_I?'� T'c �P:F,p1..:�.dY 13- ,,j '3l (xICAL �oIJT��cratz COti�UIr TG �� ,:.JFZ16D T<� A 1211 wiw. 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SHOP . . .._..._._.._..._ _....__.._._- .. ___ SErzvlcP M(tar OFFiccs 2 W i1 oPOzoMAe5 F40TIZWW 53o29oHo F 96 T12 W W ND pVr.4.4SEIEs -F4OT12.WW FLOClog G R, STOwcc G4�b.w PAR44 RL.O• ' .,,, - � r LAVATnRY FM•1+< 4 S L'MeRSo►1 22090 r - f LO'_itra 2M HIRA1PM5 2 __. ✓ IA:?;t. _ T f:LPC,fib MPbFi 14 -bd di2twl+o�2 Par.712 wwl+o tJ} I I i a } 7 11 I�/I 111 III111 IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII IIiI,II IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII III III 111 111 111 111 111 111 III 111 111 III III 1e�elr�att ' NOTE: IF THIS MICROFILMED l ...r ( 2 3 4 -5 6 7 8 9 10 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT 15 DUE TO THE r)UALITY OF THF. ORIGINAL DRAW I NG. - ----— 0E 62 BZ LZ 9? SZ VZ EZ ZZ IZ 02 1.I 61 91 LII 91 SI bl El ZI 11 01 6 9 LI• f9 5 b E Z I"•"" rrl1INHIuNIUIIInUInnINIlIIn111H1INIIIIIIlI111111111IU1111111I1U111111I111')IIIIIIIIIIIIIIIIIUIIIIIIIIIIIII�lI111111111IIIIIIIIIIIIIIII►1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlII111LIIIIIIIIIIIIIIIIIIII�IUIIIiIIIU�lllLL11111111W1111llIlIIW!'IIIlII111il111Ill11I1111IlIIlIIIIIIIWIll1) 1. .:LUNE 1 1990 t ._.._--•IMS'+^------ ..-- ---- -r--- -�--'- ` .r -•.•a^ _ »rr - •�►•.nw+awr '�1��`.S _ .� .:...__.._--..•- _}. N v o 0i Q — �1 � 0 U va - --- --— -_-may.-— Q LL we LIZ 'ON DC7' M N , 1 r-1 I VI Z Z y lu \ 0 +i r- q U LAJ N N N -.... _ EI � cV I _.. rJ �",.��::.:�:_,.-_== --�\ � •�,�.- �I ••_ - -- � __ , l-- T - C1- _ _ :�n._c�.csr....u.a:..�.i--. sa:-:..:..nas��cs.tKss. Y � -- - ., _- ----..___•-.._.. _ ' � } , _ 1 - I•-- "Po fill 1. M Cl I, •- - ,1. r- ._� 1 �/ .. - _ ._._.. __._ . ..... .._ .. __ ..__��_.._�. __ . -.-� _�_ __ ___...�___�_.... �'i�'�� On,lnv'ly �„�� � /�� y�ryr' - b \i. Vo\�Q e \\ It \ _•--- � \• ISI � , �� •'�' `', ` ,� \ ' .\�\f �.- /i � .\ h� . `�.�' �q t , ,t0 , lfl r I - P ; ', "1O • ; V ', O I 'ILI nl , p \S` 0� ti. LL Q d I r <I to �, G N 1 ti ' P + f'• ��` Q ,� '1 1 tl .. mac+ 1 � � N J � �; � I '�� � � 4�;' ,.� �/ �\�1 \\ `, , , Ix 0 Its In wt y11 S \ �� � a t � � �`' ,9 �' • d0 / /� �w N N. L 1 ,1 �.1 1� --- _ � TSN �Nff�� �V•/' `/ 1� I '41 J _ 1 ' 1. Ilk Lo �� I II y d 1 t ' ^ 1� t I ' 1 (I �� �� �1aiM, i,72t10h0� --- •' 1 ' 1 ^ 1 7j0 -ttilY � -� (► - • N 0 I O SV Cltj 714, lick �1_ -'"` O per,l O h g v N o d �,<<,,..•.°^^�""'�_- 7 fel Hit wl ui w .r..... - '' _ '�ItIIIFIIIt N ItIIItI111It n-�IItIIIIIlIlI111IIIlII�IIIIIIlIlI1�IIIIIII�II��II11��111IlIlIII11111I1111111I�I�I11�I1111111I1111111��I1��ItI11tI111I11tI111III1I111IfIlIIIIIIIIIIIIItIIItIlI111I111 .. _ _ • _..:.,,,, .... ._. - I .. NOTE: IF THIS MICROFILMED I 2 3 4 5 6 7 B g I'0 II 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING, OE 6z Bz [z 9Lp 5Z vz 6z zz Iz 0z 61 el LI sl 911 bl el al II UI-I. -6 e c S S Ih Ie.. z I�'•« 94 NtIII11IIn1IuulwllHulnNItNIINIIIIlIlI1111I1111I1111WI1I11Na►pwUlIlI11I11HII111III11IW�UlII1111IIIJI1114IIIIlIIIUIIIIIIIIIIIIrItt1111I1U1I1111IIf11II111IIlUHl1!]IIIIIIUIIWIWllIWIIl1111111�IuI1111IIII111111IIIIlI11l�Wf I111111llI111111111Ill11I)IIIIIUIIUllIIIH _ JUNE 1 , 1990 �',T LAN-A CHICAGO HONOLULU HOUSTON DAM Es S MIME LCIS ANGELES Y'C.iRK CONSULTANTS IN APPLIED EARTH oCIENCES NEW EW 'rCPORTLANC SOIL MECHANICS • ENGINEERING GEOLOGY GEOPHYSICS SALT LAKE CITY SAN FRANCISCO SEATTLE 12120 S . W. MORRISON STREET • PORTLAND 5 . OREGON CAPITAL 8 -7689 PARTNER: IRVING E . OLSEN May 281, 1963 City of Tigard City Hall Tigard , Oregon Attention : Mr . Ralph Symon Gentlemer : Re: Knauss Chevrolet Site Tigard , Oregon As per request of Mr. Monroe we are enclosing a copy of "Site Preparations and Fill Specifications' ' for the Knauss Chevrolet site. During the course of the site preparation and filling we made intermittent inspections and several density check tests . it is our general conclusion that the work performed to date has fulfilled the minimum requirements set forth in the specifications . `44ith regards to foundation design for the building we suggest that foundations be based on a maximum soil bearing pressure of 2500 pounds per square foot . If we can be of further assistance do not hesitate to call us , Yours very truly , D S & I rvi E . Olsen IEO : jf /attachment cc :Mr. Dick Knauss CABLE ADDRESS DAMEMORE ,.r++,Mr r', �.,ry ,,,,.., •� . „�. _,.,..- ._ x.r�tp dlt���f�.k„'•u°'SdAe�4w9A�� , o. } , �, � 1 � 1 ! I SCI I I � I ! I � I I � I I � I IIS � I� � rt rrl �1 rll �ll r � 111� 1 rlr � tl rll � ll � � Ir1rj1 tlt � llr Ilrlrll Ill � ili ililill ili � ili ili � ili � ii � ili il � � iti ilifilr ili � ili ._. NOTE : IF THIS MICROFILMED 2 3 '4 5 6 7 8 9 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO I THE QUALITY OF THE ORIGINAL DRAWING. _ ---- --- - - -- - ---- ---- OE 62 9z LZ 92 SZ bZ Ez ZZ Iz Oz 61 of L1 91 SI bl F:I 21 11 01 6 9 L 9 S b E Z 1 '►"a;,.+ �►II Illili�il iiiiliiii i�iili�iiliiiiliii�t111iIIIIIIItII11 N111 �1�I�1lE��llrI�III16141111111111_,U611111.1.I)Ill IIutltill W- 111"ItIl I ml 11111111Hill 1i11111 V�w1lllill Illl�1WI11i� JUN 1 1990 �r�1���,,. .. ".�."� -.._.r.-- --w..rr .., . d��•N[A�/tAV�.,M..__ _.....�._ i . '� '.,-"'4'-':iv,:c._,p:,yM,a,s;:,::.�t.ifA4,,•-�._—._ ..._._......_.-..-.....-...—...__. .. .� .�..r,,I►� _....w,..,Ya ...,now. -�.......�,; 'f'�M�'Ft�: .... -' - .M,. h•"�, _^- _ - ...� h KNAUSS C NE VROLPT SITE S .W. BARBUR 6 H i�- _.t AY 217 TECHNICAL PROVISIONS SITS' PREPARATIONSMAND FILL SPECIFIKATIONS General I terns o f work to be covered include all necessary excavating , fill i ng , grading and cagier related items associated with this project . The scope shall includo, but not be 1 imited to the f(Mowing general operations: (a) Clearing and Stripping of site (b) Removal of debris and undesirable material from site (c) Compacting of existing soil and placement and compacting of reusable soils (d) Furnishing , placing and compacting of imported fill materials . Dae ra t i o n s I The site shall be stripped of vegetation to a minimum depth of six inches . Wood debris of all type, paper, garbage and other combustible mater- i al shall be rived from the site or burned. The burnt material may be used in the fill providing it is spread or mixed with the imported fill matearial . Pieces of concrete, br i cic and other non-combus t i bi r mater i ai not in excess of 12 inches maximum size may be used in the lower portion of the fill provided they ant!k thor- oughly imbedded in and surrounded by compacted fill material . 11 The stripped surface shall be rolled with a minimum of three pusses with either as sheepsfoot or rubber-tired roller. Any soft areas disclosed by the rolling shall be either removed and replaced with suitable fill material or suitable rock or gravel may be worked into the soil to obtain a suitable base for subsequent filling . Approval of the site preparation must be obtained from the Enq ineer prior to subsequent filling . III The initial two feet of fill to be placed over the stripped sur- face shall consist of a sandy material having not more than f i vee percent passing 4w'._ _ .. y.-.mow ..•.,N- ' :.r.Nwa $t�y. .. ^,e � I � � � i ►i 111 �iIl111 � � i � Iil'i� lllltll � lllllilll � Illllll (III�T� iillill � I_�� Ililllii �i � III � IItitll � � Iliillilll � lltlill � tll � II � � JIIIJ� I � IIii � Iili � il � lil � � � I � I � I � � � i ��I� i � I � i � I � III � I � I � I � � � lr � � l � � � l � � - ,. • I 1 I NOTE : I . THIS MICROFILMED 2 3 4 -- 5 7 B 9 i o 1 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF 1HE ORIGINAL DRAWING. 0E 62 82 12 92 SZ 02 EZ ZZ 1 c OZ 61 + 91 LI 9I1 GI V I E I al Il l 01 -6 9 1 9 S bl E 2 ��IIIIIII�IIII�I�II�i�111����I��1���111�IIll�llll�llll11111�111 1#�11d lvIII IIAIWI1! 1111I1111111611111111111!�;lit11111AIhIJ1II11,1111111till I11IIIIIU11111I111JUNE 1 � 1990 111111�11111�111�1111�1�1II �II�I�III illl�illl��i11�1111�j11�lU1JUlllll�lllJ!l�1ll�!lIl1�IUIlIIU�II11 fi k .y, ... ---._-.. - ... - .. _.......,u:._..__.,- �°-- � ;.;ypos+e.�1Nr•..-. ..,.......:. sib, "�'� 'n-v ,r.., gyp►.� �lryr _.. - a No. 200 standard sieve . 5ubS044uent iripor-,ad fill shall consist of a sandy material having not more than about five percent passing a No. 200 standard t s 10ve w' on moisture content of fill cannot adequately be controlled. Whon dwry.)ns t rated by they contractor and confirmed by the Engineer that moisture content can be controlled to within three percent plus-,minus of optimum Intal s Lure con rent , the fill material may have a much as 30 per.:ent y)ass. ing 14o. 200 sieve. The %:ole c ractor shall furnish samples of the material for , approval , however approval (; f material does not in any way relieve the con- tractor from complying with the minimw compaction reyuirawnts . V 7lie fill shall bw p) aced in essent i all y hcor i zontal lifts not exceed ": rig six inches in rompac:,ed �.; i ckness and compacted to a density equivalent to 92 percent, of maximum density obtained from Standard A.A .S .H .O. Method of CoMaction except that the fill wi thin tnreae feetof the final fill grade ,hall be compacted to a mitlimuir, of 95 percent of Standard A .A.S .H.O . maximum density. The contractor shall provide sufficient equipment at the site to spread and compact the quantity of fill material delivered to the site hourly to the minimum required densi cy. V To restrict future slopes erosion , fill sic>pes shall either be overfilled and bladed down to the compacted material or the fill surface slope shall be rollod with a minimum of three passes using either a! "cat" tractor or s heeps foo r working yip and down the slope. VI During the stripping and filling operations the Engineer will Intermittently inspect , test and make i•ecommendations , if required , to assure that fill is satisfactorily placed and meets the minimum specified compaction. Density of the embankment in place, as determined by tests conducted by the Engineer, shall be the scale basis, upon which sat i sfaetory compl et i on of the work is judged. Densities shall be determined by field density tests and/or by . �r111I111Ii11 �„( 11 111 ' 111 Ii� Iltl IIII111 11lI111 1111111 Illllll Iillllt Illllll IIT� I � I IIIIIiI i11Il11 Ili � rjl III � 111 i11 � 1 � 1 1111111 1111111 1111111 111111 � III11 ! 1111111 111I111I111I111 �. `, "`'"'�':,' ` NOTE : IF TH IS M ICROF I LME D ► 2 3 4 5 6 7 J8 9 10 11 12 DRAWING IS LESS CLEAR THAN i THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. .-- - - OE 62 92 LZ 92 SZ b2 EZ 22I 02 61 91 L I 91 S I '101 E I 21 11 01 6 9 1 9 S b E 2 1 "►llIII IIIIIIIIII111111111111111111IIII�IIIi�IIII�IIII�It11I1111 111�11N {, I 16ljl( IIIIiIIIIIILiI,i�lill�lllull!I�LIi11111��)Italia_IIILIlIINIt 1111i1t1tlt1ifl111iI1111�1it1I1111�1111IIUIIIilllhil�I�UlI01�1�11,1 1111111U1111 11111111�111�U111�Jll�lllJ�llll�Il)IliUl�llll extraction of undisturbed core amples from thy; c,.mpletad fill . Sufficient time shall be allowed for the Engineer to perform the necessary testing sof the fill inateri a for approval , prior to placing of any fill , to perform all of the control ts�sts necessary for assuring that a properly planed compacted Fill Is being obtained. Storm Crain a line The ver:)rk covered by this section of the specifications Includes installation of portions of the storm drainage system Including storm drainage lines ap,,J s_,orm drainage structures and/or appurtenances , as shown on the drawings . portions of rhe %#,-rk ; t_i, located in the Oregon Mate Highway right- of-way. The Engineer ' s plans have (or will have been) approved fir construction. The contractor shall furnish a performance band and insurance coverages In amount-samount-s requ i red by the State. U.NERAL r,OM?1 T 10NS Definitions General Condit ion: of the Contract shat i be in accoi dance with the standard forms (numbers 2. 1 through 2. 13 - 13 pages) furnished by Consulting Engineers Counc i 1 , except that the portion requiring a Proposed Guaranty Is deleted. (A copy of these provisions is ave i t able for review In t:ie Eng itaeers office. ) ificatOneG n epretat1O of 5 s Any prospective bidder who is in doubt as to the true meaning sof any part of tine pi ans and specifications , may submit ter -arae: Engineer a written request for an interpretation thereof. Any interpretation of Lhe documents will bn made orly by addendum and a copy of such addendum will be. mailed or delivered to each person receiving a set of such documents, The owner and the Engineer will not be responsible for any Cather interpretation of the documents . .-. , , _.. - f�ifAl3tit 'MY1iY:?laP.eY .a+/91idGY.:3tY:ua.;a'aatk .,. MON °tl aibwStGrr.;r. .�.,.••gYyfr.:.-. -, rht• �,^;aei•._....rxa.^": ,.,, .•t,..eFM, :,.ala:uea,t::..i,__ w +ahu4r:.v,dW11f7J4.A"11�7LAdiu7t.. . • .. :' ...- +...tee.-...- � N; -aew+wca� .l .._ �,,;.Frrw►. t`�a"'. w ._. . i 3 5 9 NOTE . IF THIS M iCROF I LMED - 2 4 6 7 8 1�0 11 12_ DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL D RAW I NG. - --- - -- ------ OE 62 62 L2 92 S2 11P EZ 22 12 02 61 @1 L I 91 51 b I E I 21 11 01 6 9 1 9 S b E 2 1 �►IIOIIIIIaillliiilliiaaliiiiliiiilaaialiiiF��11111111111111111�1(��IIIg�;�1.11�IIli.l�.�.1.Itilllillllllld,��I1illllllll!1I11lIIIll�l)11�111J111.1I111�M11t1�IlJilllr1i1t11I111iIlItIIl111�111Iltlilllllllllllll.illlllll.�W � IIIII��t1111111�1111�11111111iIJ!)U11111u�11.!l�lluiilll1111i1ll.L111111 JUN 1 � 1990 ILr,, Changes in Plans and Specifica ions The o>wneyr reserver ' he: right to make such changes and modifications .as he deems Advisable after the wnrk has been advertised and before or after proposals have been received and the contract awa rded. Changes made prior _() recel p't: of projx)sal s will be made by means of addenduns issued to all prospective biddors . Changes made after they execution of the contract will be paid for at a price mutually agreed upon In writing by the Owner and the Con* ractor and approved by the Engineer, prior to performance of said work. curve i Unless otherwise specified , I:he Engineer shall estabi4sh all base lines for 'location of the principal or_mponents of tl*wr wr,rk together with a suitable bench mark adjacent to the wcark . The contractr)r shall develop and make all dt: y i surveys necessary for the construction including slope stakes and other working points , lines and elevations . The Engineer steal l -,:sake a detailsurvey after the site has been stripped by the contractor and again after the area has R)ce.n filled to the gra.je:s shovar in the dray-ii ngs . Measurement and Pa nt of Embankment. Material s I ,,- is contemplated that the embankment materI A s ma/ )ea obtalnod from several barrow sources away From the site. . Payment wi ( 1 be leased can the V01110 ume of fill placed and compacted at the building site. Tile rhothod of comput- ing volumo�; will be based can the number of cubic yards installed cc vactesd in accordait, .4 with the average end area me;lxad . The engineer will perform a sur- vey Immediately after they site has been stripped by the contractor and again after the site has been filled to the grade shown on they drawings . An I nc reas-t in flit voli.rcne over the basic contract volume of cubic yards will be paid the contractor can the basis of contractor ' s unit price. A total flll volume less than the basic contract amount will be deducted from the �ump Sum Rid at they cost per cubic yard given in this contract . 'Imam, Mr law AWWr 1111111111 ' I ! � � I � I I 1 ' 1 ' I ' I 1 I I I � — _..-�--•a .eK,..,.. _ ...-r. rs . . r.".. -.- .-. -,..�.-.+°`.- .iw..-,.; � ......,r._ �—. I M �• Ii1I � � � I _ III I � I III f I 1 illllll � ll� llll �lll (1 � 1 � 111IIII � II � I � 1 � � � 1 � 1 � 11 � 111IIII � IIIIIII � III� III � � I � � � I � � � li i1i � i1ili1i � ili 11i � i1ilil � � ili iii � � 1 � ' � I � � i � � ...,- ...,;�.�.., ..�. .r:: �,�,:._. rr NOTE : IF THIS MICROFILMED 2 3 4 5 6 7 6 9 1�0 1 ! 12 ' DRAWING IS LESS CLEAR THAN —� THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. _- OE 62 BZ LZ 92 SZ bZ EZ ZZ 12 0 6r $31 L 1 91 GI b i CI 21 1 1 01 6 8 L 9 5 b E �►IIIIIII��III�I�������������I��I����I����I��iII1�111111111�iI1�I11�II�U11111�1�.�1)IIi11111I111,�1i111i111111iIItII��11u��1L111uII1.11-1�I��i111�1u�lilll�trt111111111u11111�1i11ltui�lul�1 I I JUN 1 ) 1990 �1�u�I_.� ►�iu��l1�� ►��I�I�I �1�� Iluultut1wt11��luul��l�.I�11�11�llullitt�111�� .r�+.erlL7!slln..• .�,y,,PrrYt ,..l ,..wr..w .........r.....rrr.._.....--... _ _. - L .... ,...,r •_.. .,,,1i..yq '•r ♦.. .'ML"� �.� - t E N1�4 C2 !c; S `�~' j C�J I �s ti �t ,t,.Jl r'� la' 1 ►�_1 w 30-IL . r-- � LL -TO V-3C= S U it'M 170 C.:. 1 T`gJ. _ GA..EWE e Pk k- t4 O-C C ALL P 0 1-4 12 IF L IV LC 46r� A Q C... 70 0 P/l A L L Cousrpaucnoij J01 WTS 1 I.,t S t_Aa S"oVLp PSE CALLED OU � t=o Q W is Z►T 10 k 'w,,' L L 2E:- Ik)F0R.C: ! 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"^� ___ ..�.�.__.._�...-..__ � .-. �r•r.-�w-...... �...� _�.. .__ _...._..--.- ., •,..,� .—- r. . arr.-- . ,� .,.. - „«, �,,.�„ _ --- ... _ �.•.,—gid _ -w. 1 Is P i fill L- 8 � 01" ... ; 140 p5f x ) 18 te-(.f 5 FO C, x u3 Nv ,•+ _.,. � �- i I I I � � � i Itltltl ' � � i�_ ilt � tlr Ililiil IiiIIIIII �IIiI�) IN � IIIIIIIIIIII. 111 �1iIIl.lII111111t � 1111tltltllltll 1111111Iillll � t I ) IIIIIII ) IIIII tltltltltlllllt flllllt tlllllt tltlilrltltlt � i ,""'. - `- -�.,.�� NOTE : IF THIS MICROFILMED I 2 3 4 5 6 7 8 9 10 I ) 12 DRAWING IS LESS CLEAR THAN i THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL D RAW I NG. -- - --- OE 62 92 a 92 SZ bZ EZ ZZ 12 02 61 IBI L I '? 1 91 b I E I 21 11 01 6 9 l 9 S� b E Z 1 �rllltltt�tttt�ttttlttit�ttttltitt�ttttlttttIt11111illlllllllil�1111111 {!�,)�IIh1-11�.tJ1��111111)11I)l��i�IIiIIIIII!IIIII��III�I1111IILIIIL)�)I)1t�lIIIItIltllillltttlllllillll1I111111111IIllillllt�hll�l�llll�ll�{ 1W�IIII,�lllllh,1�,111111111111�I1I11!lII11111.111IIItI . JUN 1 1990 .MAIf r � 17: (S &(�'\ �Tf ( per,,, q- 040 + -Z Z 9-0 t � = too J 1 C] i9 +A 4 .2 2 WALL ) "1770 ID L •w C� Il u. 83 �3 r-'�rtil1-3 —3 133 14-3 'rL 3 �; 0 i L iIr EI1 a rsr rIr iIr "�� r r 1 I ' 1 III 111 I I I � 1 III I � ! I I III 1I1 r �l I i T� i� r � Ii I f III III T� I 1 III Tr1 .IIi I I III t rIr I r ililr r rIr r t � Ii r r IIr i r rIr r r rlrll -. - - ._.. :. - ,-- • +y h 2 3 4 5 7 8 9 I I NOTE ; IF THIS M ICROF I I.MED - — _ 6 10 12 DRAWING IS LESS CLEAR THAN j THIS NOTICE , IT IS DUE TO 1 THE QUALITY OF THE ORIGINAL D RAW I NG. ----- OE 62 92 a 92 S2 b2 E2 ZZ 12 07 61 BI LI 91 SI bl EI 21 11 01 6 ® L 9 S b E z 1 �►II�IIIllrlll�rrrrirrrrerr�rlrrrr�rrrrlelll~IrIIIIIIIlIII1lIllt�IIIIII�I �IIt,1110_II�IIIIIIIIIIIIf1lIIIIIIII!IIIIII�tII��II�IIIIIII.Illl��lf�II11�tU1I111lIfIIIIIIIIIIIU�IIiIIIIII�IIIIIII.tI�l.U1�1 llWlltl111�!!!!l.�lU�lll1IIUI��LuI1111 JUN r. r 1 ) 1990 ��hJ �'�� ;yS �� ��✓r�Cil.��,�' I=ILL SOIL iLLr � "� `". JO�tilT1•a �rlP .1 W N .T2,1� 'h� G' �", SI 1<.1t�J �� �f3� W �..e-� �� �.► � !t�� 2�:.► ��, � rl F�U►..1 r.�/�►'Ti 0�.� ���.� �; � � M E �a � � 1�•J I NOTE : I F THIS MICROFILMED 2 6 ? 8 9 10 11 12 DRAWING IS LESS CLEAR THAN " THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL ;CRAW I NG. ----- 0c 62 82 LZ 92 SIZ bZ EZ ZZ I? OZ 61 Y BI LI 91 SI bl EI ZI 11 01 6 8 L 9 �rII�IIIIJIIIIIlI11�I1I1I111ilII11�1111JIIl1IIIIIJIIIIfllll�l111 11111 1 1 II��IlJ�II.i��i111�1111�1 ,If11,�1111I11!I�ttl�lll1��1111�11_111111!I�k l lill�tllNt111�tltl�I111111U111JUN 1 � 1990 1111III�lIll�It1�i1111�11�1 I I I -1��� UI�111 I�IIj�,�J,lj�lU�Ul�l�llllW!l�1lIJLlI�IIIUI�U.UIII11 . 4 ___� © to � � U t� tJ � � �! �► � � �.� w �..► •I.J .�,. ,,.. (-H._n_,. ,n .0 1. c _a, _�-:v=i=�_'JS-�i-'. m_ o_ � ry's ry."�_�.'�._�•. •� n , � :.i n 'n `° n - n � o �u f� - �. .-y � ,n � y,.w • ' I I I ' ' ' I I � � i ^+ ..� I J 1 • • I 1 1 I O I O W_ I r+1 I I 10 1 I f I I I 1 lW W I I 1 ( ! 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I NOTE : IF THIS MICROFILMED � ' - ' - 2 3 4 5 6 � 8 9 10 I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO 1 i THE QUALITY OF THE ORIGINAL DRAWING. OE 62 92 LZ 92 SZ t►Z EZ ZZ IZ Oz 61 of LI 91 SI bi EI 21 11 QI 6 9 L 9 r'Y U N 990 ��II ��������� 1111�1��11�!l���H�I�III�III�elll�lllllllll�l� I ' J.,�lllil�IIIIII,�UlIIIIIIIII!�lll��I��ItLIIUIIUJl�ilul�lk�11�II�ttI�IIIIli1l�III1.�u��IWl�lul�lil�Ulll�J�111 1�111�111� I :�luttlw� �l�u,l.Lwl�,.u1,u�.1��luul���1111W.1llll�l ;, i � '`� '� � � 1`/'► � �..I ��'cY� is 420 H C. K. s- ( N•! '.'q'4.Cy....y'.•„M.A V.YM.MI'Vnq.✓:.a..Yil.'rtt.anCM.EYY`�YMM.�W14M.Y.\M.ta,..w.w.SMWaMf.M.1/�'MSM.1.MM'Y.l„i4►q.Y.'1q��..:lh\..\r+wY v�. 4z-:>P'o' Soo ....q.., ;mss .. ���� �,.��..✓..� .* re��-aa .;.. ,.. ,.. .. rte_ _ ��r�� .. -_ ._ �,,�,:. �, �. �11 � I � � EIil11,� � 1 I � IIIII 1 �� 1 � 1 I � 1 � 1 � 1 111111 I � II111 II1 Ijl ISI 1 �1 lil 111 1I ! ISI I ! � lI � � � � � I ilt AliI � 1iAli I ili � i II � 1 � 1 � I II t i i I i 11111111101 _..__ I I � NOTE : IF THIS M ICROF I Lh'E U _ 2 _ 3 4 �J 6 '7 ��o + 12 DRAWING IS LESS CLEAR THAN _---- 1 THIS NOTICE , IT IS DUE TO 1 THE QUALITY OF THE ORIGINAL DRAWING. E 62 8Z LZ E12 Sz bZ EZ ZZ 12 02 61 91 11 91 S I b l c I 21 11 01 6 9 L 9 S b E Z I » ►tt�tltll�I���I���I����I�iiilii�i��i��l��llltllllllll�lllllllllNIIILIII�LIf��tIItIIIIlI1 �I�IIIIIIIII±IIIII��I�I���II�IIItfII_I11IU�1litlllltllit1II111IIIt1�IIIlIIIIiIillllll II I I I �����""�� "��""�� 11111 _UI I. 11i1111lIUL�Ulljllllu!!l�11 U IIIc I1111�11LII1lll1 JUN 11990 #04 s Vh----.--'1"A , , . , _ r• fj u —7 � 11 Li _7 7 -24 i VI j I I • 4/2" I�'_ �. ._ l , • . ^,I ' ' ' ' " ' 47z 5 41/4., � 15' W" 40 '241Q•a� G11a•" 7' 4 1. ' a'. .a'•o" 2 es' a'.c„ a•c118 4'•�' a•a" at ,a4IS' •-�' i t5 / _'� _ q'.o" 'Z,• -� fV , , V I o • rt I fec'4 F L I WK 1 F I GVlf7.HCAfJ DC:fi. I j _- Q•°. Z4 ¢reriTrf•rsa,rL les v. I ! ! 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