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UNIT ITEM DESCRIPTION UNIT QUANTITY PRICE AMOUNT LS 1,0 CLEARING AND DEMOLITION CY 7720 " F• 2.0 EXCAVA1ION ,if`k1 CY 6880 3.0 COMPACTED EMBANKMENT(INCL MAT L.) EA STORM DRAINAGE r EA 2 4.1 WX 3'TYPE A INLET EA a 4.2 W X 4-1/2'AREA INLET EA 1 4.3 W X W CONCRETE BOX ;. >. h EA 1 4.4 3'X 8'CONCRETE BOX },!s•^� LF 555 4,6 18'RCP,CLASS 111, IN PLACE w. EA 4.7 4'MANHOLE 275 4.8 6'PERFORATED PVC,SDR-26 SEWER PIPE,IN PLACE LF 3Aa 4, LF 250 -- 4,85 6'PVC,SDR-26 SEWER PIPE,IN PLACE EA 4 4.9 DOWNSPOUT CONNECTIONS 302 6.0 - 6.0 TYPE A GUARDRAIL LF is>s y: SY 1765 6,0 '1_1/2'TYPE C ASPHALT SURFACE COURSE OVER 8-1/2°BASE COURSE SY 1765 y ` 7.0 3'THICK ROLLED STONE BASE 8.0 CONSTRUCTION SIGNING AND TRAFFIC CONTROL LS t 't r cz` LF 530 9.0 TYPE A CURB AND GUTTER SY 80 10.0 6'PCC PAVEMENT DRIVES Sy 294 11.0 4NON—REINF. PCC SIDEWALK ' * SY 5.5 - 12.0 4'NON—REINF. PCC COLORED SIDEWALK RAMPS CONCRETE RETAINING WALL 28.5 ' 13.1 CONCRETE CY x N 13.2 REINFORCING STEEL LB 3032 14,0 GRAVITY RETAING WALL LF 292 --- a'; GRAND TOTAL BID. WEST HIGH STREET SLOPE PROTECTION $� ALTERNATE A— PCC PAVEMENT 8.0 REDUCEI-1/2'TYPEC ASPHALT SURFACEC0URSE SY (1765) - 1' OVER 8-1/2'BASE COURSE a 15.0 7'NON—REINFORCED PCC PAVEMENT SY 1765 — w tt, Su _. 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L v'Cr� + .{K• � E' �i+Y•L��ri ' f %: r. c�r` �tj�:t�frll q 1 �' �fx� + "t r t ,�. �"^' a c+h +.�s5•'rtmY.?: 1t �1 4�� 'jcr.td:a+� •f (�'�'�5 r 1 'y a'{ .8 x '}, { i r, �} '{tF�' 4' it Al S ! 4 3? � a ` * i"•'i�f3 ` hatt�tj i t ��+ } f } t { j t' Y�fd '' ti., x • l +. s 5+ w e%7�i,Y1.•i.: i•( i � } t. ,, �f. 7' .S. t p:; ! /' .{ �YT r{ , tx",' '/n �. !* : {L ... `3 3. a" t�� ! p�,�}S� c ! s }r .. Y 9 1 a . i {i 7 � t' !•'C:� �'.f.. •���'���:@s`'�.,�{b'4,`'�:��,Yt. ix1!f,.i t F t, . .,4Y11 4 :{ �". t. f, } •,F � r .s 1 , } tf,, r' tt��!4{��c1 t.4"��{�•if}•. ,. '^� ,S•i i' ..c� ! r'.i. t,r..`..t.`t`t3:'t•t'.1 '�.,,yj r ,F',; �yf f }� , C tA ilia rLiz}:)tC`�.:`',;.,.i :�;1, Ij ,i);{ `� �,} fit? � s 1 \'3 ,r a F Y' {*S'^T.;{'���.�7'4.a',�,.'•'�^ �a 1k{if{ L .hyw l�' �Fs fit.{{ •r ''$tii ,`...'�•f i:��' �` �. �'.c, .!. ': �. r. + .,,i 1,,,'t a �' 1',:: z4.trt��`"f;F;i`"' s � It{i YY { � � •�'• it �. .. ;. � Ityt „l� { '4'.Ftif,3,11 J l�Fl F.Z�'�ig Y"�� '' ^ ti 9"' ra I Vil III NIP;, _4 0211N `Ily� All JJ gi, jT . 51-M i �Onx M�ui-D v�X,K Wil r + a•+ � AI `k 3i# �.J t .: .p+ E...—.. h .. tir + .ri 4rlti j§' t+P'il t D OF J C i of Jefferson � �'� i s� Duane �e�ireamarzn ., s , Mayor r' r F tt ��J g ADVERTISEMENT FOR BIDS Sealed bids will be received at the office of the Purchasing Agent, 320 East McCarty Street, Jefferson City, Missouri 65101, until 1:30 m. on August 24 1995. The bids �'.• ty, p• � 9 , will be opened and read aloud in the Council Chambers at 1:30 p.m. on that same day. The project will include the removal of existing fill, pavement, retaining wall, and storm IKI drainage structures; and the construction of an engineered fill, consisting of various gradations along with pavement, a new storm sewer system and a section of retaining wall. The project limits are along West High Street from Bolivar Street east to the viaduct. k F A pre-bid conference will be held August 14, 1995 at 10:00 a.m. in the large conference room of City Hall. All bidders are urged to attend. A Copies of the contract documents required for bidding purposes may be obtained from the Director of Public Works, 320 East McCarty Street, Jefferson City, Missouri. A non- a refundable deposit of Fifty dollars ($50.00) will be required for each set of plans and specifications. Single sheets of plans may be obtained for Three Dollars ($3.00) per sheet. Y � The contract will require compliance with the wage and labor requirements and the 4t, payment of minimum wages in accordance with the Schedule of Wage Rates established by the Missouri Division of Labor Standards. The City reserves the right to reject any and all bids and to waive informalities therein, to determine which is the lowest and best bid and to approve the bond. CITY OF JEFFERSON James Hartley Purchasing Agent .S h ��t1 F+:..,. >,�+ �.r,, t��, 9�t s {r;�'Ya{✓ }1�,�' +�Si>�p 7t � t �J a s+� r t�., i ifs' t fx.Y ' ' '"`Y .',,,T J(, `� 4t ..r. Sri "ftdd 1 F:•'..A x 5 $ `•.tt a5 �S t4 �V++���'�4b f� 3a C .x. l t�ry •'�'tt �P 1�..i�i �' I °� Y3. a 3 NOTICE TO BIDDERS ' Sealed bids will be received at the Office of the Purchasing Agent, City Hall, 320 East 1995. The bids R McCarty Street, Jefferson City, Missouri, until 1:30 p.m. on August 24, p will be opened and read aloud in the Council Chambers at 1:30 p.m. on that same day. t }` The project will include the removal of existing fill, pavement, retaining wall, and storm �. T p 4, drainage structures; and the construction of an engineered fill, consisting of various F.N. gradations along with pavement, a new storm sewer system and a section of retaining r wall. The project limits are along West High Street from Bolivar Street east to the viaduct. 22 A pro-bid conference will be held August 149 1995 at 1 0:00 a.m. in the large conference room of City Hall. All bidders are urged to attend. .• 1 .t� kk All equipment, material, and workmanship must be in accordance with the plans, �' _ specifications, and contract documents on file with the Director of Public Works, Jefferson . City, Missouri. -'> Copies of the contract documents required for bidding purposes may be obtained from t .k�. Ai cCarty Street, Jefferson City, Missouri. A non the Director of Public Works, 320 East M refundable deposit of Fifty dollars ($50.00) will be required for each set of lans and specifications. Single sheets of plans may be obtained for Three Dollars $3.00 per J y ( ) p4 �fr. sheet. h ,_. A certified check on a solvent bank or a bid bond by a satisfactory surety in an amount .: equal to five (5) percent of the total amount of the bid must accompany each proposal. r. . ` til, '3 •�s A one-year Performance and Guarantee Bond is required. r. _ The owner reserves the right to reject any or all bids and to waive informalities therein ; 7, to determine which is the lowest and best bid and to approve the bond. x CITY OF JEFFERSON, MISSOURI �Sl.ti!it z's Martin A. Brose, PE Director of Public Works 4[rq�.•t .. , t 5.� S1 �4Ni h ,.�. .t ,�•-!'S.'..�:{i.:t:;�l• i`i�+�Eg �•,e��.•li�y. `sr 7�- + 5�j�.r5.a 4.�iF-� {y ci�Yi. Ott L1 _ .i���,� �f•�'�'� r.t�,t'.�„i�r rt,� t E 3 S��K YS<, r t a vx 4t ,'i,lit :�gd,, a.. ;s .� i • '�'•� �f�'s 4;"t�{ 7 b'ts,,;�s � w�. j� +� .§ ,,#•ti`} ,�,r It 3a.��f t� k� (r}'pp�(!�+ t`$e"r+�t s�,�p h FAT�'d+"��, x ° E � 4 �5,4�i'}�7.7+f.�a�t,•�'";' ,P.q'�a,..;:x��, t� �.'��.e„:'� a: �.�.�, w 'j, �} ��.i!,3,.1•t.r.S?; k .✓� a .�Y a ff t . �.t �Y� i4 �. '.E;t„rstF.;f.t(.'zrlUr• 1'/'a{f :, 1; 7�£ t� 1' :t r!;«th;k < o ;a r +h4 �al” ' fa Fk,. of �• �`�`� t r'„la'v d j yv �.t;it�,f'3.� �- tS i '.�. r .; ,, 3t� �`�� �.Yx�i��r•?rr��l�t�i•��r� �-�1�j1,>r I. m"x i�,a�r� �. �"�.�,�.+..._r1,•,,c,��r}t}��' �,* � I' � �S� h r t, y .Y''Yi)3 Pr �+.' tC, �:i` �`J• ut' ff n alt�, r';i�`r�,. yi,F,n,1 'rX:t sfi a „y Sy§. 2aa'^.(C i72r t ry 3, si,�.. s.',{,rrt'`>VaxY�Er •ia'fi-Sy3ixr,,✓ , Tr':m. ,�,rr Ai' 'h.nl a x d PS gar / ;' �tw dtdl yt r afzii n�» F t t ia�i " sJ '�,� ��':� �t>, ��,�°'q':}��`�:#� !J t� 'S u ,.� , ,�1•rY `� �•�,�"at,.Ha;�# �.t`� ,.3 ,,jg!�? att � {��.3{y�; r1'R{'j',«tti{i>mss. f'�4'J'' ri.; "rt"•.R l)•�ia ,. ;+�yy, yy�� LL t_ �•.,:! .�t.,r1.,�� e',. F: , r �` .� '*,.a�!uk'`r �Via"���'i�Yw s r;y�,�a � � a• ���''�N�� � � 6r��r r1�..�Sr)s ��'.• � .t .3 +yv� .j t ' f� !.,{ �y 1 f,t�; f'1 ��.. E! ffffff ',+ y 4 ,y `t:��"Rttt)t :`, rr,; rt iy i.`.• / F(3- t., if l.v.�. }f'C 7�5 . S i'"+ s.x D i ci Y 4 �,t t -v r: {r�k.sl�i� � 4 - t .! c C1: t. t/ ti. e 2v >? !d !��•xr t r r>.� � �. `fit.A�� .. .. dJ • J .. �, ,�1e ..a r` {-,ti�.C�i{it:i aNa tf, µa9.. "fibt��''�• }��4.!{`�3 tf m�ik1`� F� us{ , 4 .� ,., >. Mr'•ii ••t � r> ,a}�r t�r 7�^ £�• t��s 7:�:'F+'d��",�xYr�ry ?z�yrS Y,�t:.�.ft, .. .. _ Y rn ,r... ... -FV�� ... - -1P+hte+l:'ail..•...;...le.rdr/' i Y INFORMATION FOR BIDDERS •y. IS-'I SCOPE OF WORK The work to be done under this contract includes the furnishing of all technical personnel, labor, materials, and equipment required to perform the West High Street Slope Protection in accordance with the plans and specifications on file with the Department of Public Works. I13-2 INSPECTION OF PLANS, SPECIFICATIONS, AND SITE OF WORK The bidder is required to examine carefully the site of the proposed work the bid plans, . specifications, supplemental specifications, special provisions, and contract documents ' before submitting a bid. ` � I0-3 INTERPRETATION OF CONTRACT DOCUMENTS ;.t If the bidder has any questions which arise concerning the true meaning or intent of the ,at Plans, Specifications or any part thereof, which affect the cost, quality, quantity, or ; A,•'1�i i� i' ,, ar character of the project, he shall request in writing that an interpretation be made and an addendum be issued by •J the City, which shall then be delivered to all bidders to whom Y Plans and Specifications have been issued. Failure to have requested an addendum ;k ti covering any questions affecting the interpretation of the Plans and Specifications shall i not relieve the Contractor from delivering the completed project in accordance with the D intent of the Plans and Specifications to provide a workable project. •r• P P P 1 •F°• .��;. I13-4 QUALIFICATIONS OF BIDDERS i� }yrM The City of Jefferson may make such investigations as deemed necessary to determine , the ability of the bidder to perform the work and the bidder shall furnish to the City all such information and data for this purpose as the City may request. The City reserves ` } " the right to reject any bid if the evidence submitted by the bidder or investigation of such •i yi;a bidder fails to satisfy the City that such bidder is properly qualified to carry out the obligations of the Contract and to complete the work contemplated therein. t P P �'. r; I13-5 EQUIVALENT MATERIAL� F�+ Wherever definite reference is made in these Specifications to the use of any particular ' material or equipment, it is to be understood that any equivalent material or equipment may be used which will perform adequately the duties Imposed b the eneral design, Y P q Y P Y 9 g subject to the approval of the City. f X; �.l,Y .f :�,t; �,�' � ''�4}•.srr f tit,i�. r t a t� tt �r 7t• [r i z t ts' 1 { r. r, � V t s t 1 , t t, :':`a�t`}Sr:�t}+<t Sr. r, � Yti.�`i •s?F"itr a n ) r h w [ 1� i 4St ;lu ,�.�f'�,yY�. � �, 7 a jt{�t��y�.�r�,n('� °{+s i"�#th�". I c �3 '� r�°ws,�1�a,s�+�;t.. ���i. ��f, <.".t�`'+r ` S i}'i �i i�>'.tt�;H S ,t' at.�•,i ,S#� x�i.�t r �e'y3f.�+��'tr������ tk� _ (�" ..1 i?� }.,.. '• i�f��','�;r 5 "i��' ��„, ''� �'�{.£ti;�{�.!q�, ,;?y..Fd)' S�,i a �'F ,t.5. .,a•. ..r�i :ty.. '+,.r' ft,cr.i. �'- ,�r ',t•�Y...• �^;"1y�9� f i)7;:,�'t�f L�S � y!� #t�'` } i is�'r`Y A'. 1Y r#,1F .ry t a•'t i Y S)'i ��t P Y +.� y V #'�,• :�.Yd by�4YSit �e,s✓r a. .(i% �j 7 1�i {F, ds3.i•a. a 1 .`� F G;,! 't. r),1 y, "7P,r °�4. a 7" S/tj�'�1t+ <".'�p•3'�s�.,�,=Ss,e..,�v,4;13`c'��?•�a� �.�t�ft.�,'s�. rt��r'r: pr r+ ..K �•. � �j t i C •?{s. 4 i7' <l��e r��.,fir 'r', t S �•'S"�"S;�' �v`,'�,` ,xl �"'�e%;:rr d >e�:tii,r..�y.•r t''.§� r 3 4 tN r��' t'�:1`'$'Y.1�t3 o-,�.r . .]�.rt1T h''j'.. s�'}'� 4,,,�` y;• �� � x'>; "7� � 4�t7�ii�9r,, �' � q 7 x w)Sr,�i Yi a t,Yri{�i' `� ?tAtr�t+ .t 3 13 �fi�&s� ,a rr t'x;�.f t•rr. c�°�,4�r°�:tr�<.,: �i �t ;�:, •�ar �' �"�Yr•�+.`y�`i^t y't ., � tic c t� t 9 �p��:1�;�t, °;,� ��;,iaytt 1�,��ki;:�l, �a', ,s�:�•c�',,'�.•x;.cF.,�,'+t^r t`'t�h' 'A%! i t,,} F 1f. �? .� �r�{Ci'v; id Afl t�'''e�tl 'i ydt;..c7j�.�•t. k4'W� r3,t i.f 3.41'f�1 1,'G� 2:{,v��;'�`?�r,,4�kd�N1�3i rt�:f"?`�t,'�i �J'� i'��.,t '- 1 Hr# �'h 1`�,�?� f're tt y;sia � i 4 i a�'ir`��W"`7 n^;xS'v, C t s t`'i1,c �a f' �"• .t'}rfi s rl .y xt ti"` 4'� ntT; .�y.0 5 .i�cl�•t�,,( t frh.,�t`eS`.{t 4} t'r?t�'f: I [�akl j.'r' ..7 . �3'd�rtr}i�;�,1 14. 4 i°�~L J.,,:l�/ K'�t�t�fi'� £��.t,�,,j�_ is�:t'{i !7 .fTr.d'jz,,, s4;� ?q'p.. � ���d ,e.l � ''r` �, , '`�' ,•:�t ��t�ra t;R k\t f� tl"- !��i ' ik h Atnh�%` dy.. ,,�M ht ••4 Ha.�V � «L r I.1,Z' 1 'rr�}�r�•`.S't', �rtjb ..�i .e. -. ,. .: '. r. .' .• . .� , � f� �:�u�w#��� ;�I� f�. i=�• �C�,�� r '. ��99 .I1 fk '�• 'Stj.�.� 1 l '� J'. r. Y )!s'. I'" +�I. r o Yj y'4�:'!t'M1.{t{.�;�!zf�`' } 'sa�"7Jr5?�Y7.1n.�•C�. 7..,! �, t'.}. r'i t S i 7 t i'brr 99�d.���i q•� �rlr •ldPtti '� .�,rta at 3tf.s+ a +J r�f5 { ,v x r� t f ;E �r •I r a• IB-fi RID SECURITY ..y f Each bid must be accompanied by a certified chock or bid bond made payable to the City of Jefferson for five percent (5%) of the amount of the bid. Bid securities will be returns k1 after award of the contract except to.the successful bidder. . � Should the successful bidder fail or refuse to execute the bond and the contract required {,z • within seven (7) days after he has received notice of acceptance of his bid, he shall forfeit 'N to the City as liquidated damages for such failure or refusal, the security deposited with ( b • ; x his bid. t: IB-7 PREPAIRATION OF RIDS ,s • Bid must be made upon prescribed forms attached in these Contract Documents. Only sealed bids will be considered, all bids otherwise submitted will be rejected as irregular. n�;'ti �;i : s All sales taxes which might lawfully be assessed against the City are to be paid by the Contractor from the monies obtained in satisfaction of his Contract, it being understood { t :r by the bidder that the bid prices submitted shall include the cost of suc taxes. _ >:•�,•t All blank spaces in the bid must be filled in and no change shall be made in t e of the bid, or addition to the items mentioned therein. Any conditions, . phraseology limitations or provisions attached to bids will render them informal and may be considered "1 ;A`.• ; '`;;r;., cause for their rejection. ' Extensions of quantities and unit prices shall be carried out to the penny. = IB-8 PRICES The rice submitted for each item of the work shall include all costs of whatever nature p involved in its construction, complete in place, as described in the Plans and' v Specifications. 2Wt u { '=y I13-9 APPROXIMATE (QUANTITIES Nor^'i;'s.?t { ;Y; ? in cases where an part or all of the bidding is to be received on a unit price basis, the ;;Y = quantities stated in the bid will not be used in establishing final payment due the }� ..A successful Contractor. The quantities stated on which unit prices are so invited are } approximate only and each bidder shall make his own estimate from the plans of the a. quantities required on each item and calculate his unit price bid for each item accordingly. Bids will be compared on the basis of number of units stated in the bid. Such estimated #` quantities, while made from the best information available, are approximate only. ; }' $ " Payment of the Contract will be based on actual number of units installed on the complete work. a � I c •4.y� � r� r.-�✓;<. Nrv+: vi' f t Y.I:�i�iY"r,.h. S{�4'Z Y.. t '`c t .t+�7it r f s '�y 1• y Yr.1: ..L�r ¢Y .1 } y,,,r.m u w .r `s MAM.(;SY. _�` .+"t�;.f 'Ap4Tr.r;`�f°yd�,�•'p,2�.n tS}r1���...�}, rs< . S ,7 Y t �•^ r�<}V�•4;tr { :'1''t-tri' riff 4 t 't�'f.+ f� i,,tu'gr"�t•' I _ "� �`:N� 5^3 s�C�tt i ,ye:rLt ittt C uvr � ! Y ?( �+, a 7 i a i I. �tF s t 79 Y•`7.ft �k^F' tip i<5 ,•y • r:��ar: rrt�3 `Md�M�a.=..,'t,•Irk ig d iyt# G r r rl� `s:.�y�.�'1�� '�`:�x ''ji"":`,�j`�is " ',�';t°' 7 T'iFt,�pr't.�r'? '�.gY+� J � :� 1 � � '^ �,r< `f' �,a4#5{¢ �rY RYY§C�t��y-}•r�s�`;�.s*.,i�t'��tr1t;,�'q't'i�rrL'���}tiliY,'r•�r �''�.�'^��45!', :�+.�r 3t}�"'�e`l`f�C� ='irr�.:�ti�.•t�j�,... rn ajt• j h mi { •a j r' .�:�•� �?s:; �6i'+'i'rc rw% �a�tvd''�i � x;,..a?r;.P,d:o€�1�}��� �� �t.s� i � t, �. �''a j � ,.>: .. � � ti"• � a r ""•;�,c' � �, r t"i y, ��4s� ka^sfat�„�t•k`{y4'aR7��'� '• r r L.,1` 'a.. ''� r,iSt f� �,Y' rs s,iY y a�>' ;ors�a,,f'�+�,°E't Sk ��"�e7 a }t• <r ,{�� tft� 7"'r i"ti'+ {. t`. iS• � s• {)""iC ..1' r r sif ; r i f 5 t h{w # r i W. !�i 3'{. 4! Ft,%{4. �:., ��°�. Cdr. ,fl t"i•.c:�", �7�,�4 fx>`,-1.,a �R;,��,#rt;,��rY���.s t,��,. r,r��� �?�g p'i l�,�R���2�4�`�,,� T�t�'���.'�rs';�«�4,+t, .�.'�• t"' i fSJ :}� r �5}y �o f l+„5,k, Yi!?•f k# l.: � r�t'�•fb {;! tr e�eh f � �{K1 +�,c�r} t'tS�� � ' �, .� Y. "t,},"at } '3 )y' { �,,C. .1 r 1 �:rt }rte L y ,s�i S'.{'i k •i '4.d,'it '".y^��'.i;ttlr.!•� � ,��;`���tf�.a 'vrfr hj r;tt l.A`. , i, � vq s;f. .Lr '♦r``ia'4u;}rt'= {�!~•�ft .}{� .�, 'c3a '�J, +7" ��t rt. •$ __#? 'r .5 '`1�`f;r ;YiP.rl�i Ma7t i�a Yitt'�. � �- j' ti"4. ;�;i'r,;,~v��•.,>.r,'t';+•�'�i! s� �'lz(�y.'4'j�:i�f�r .� t ,�'9�`y};5,���'tp'�"�mF� � �o .. . 3 !`i •i.,, � . S.d* f•P�`•f F���.{. ..�( rf.,,1�..„3?i r'.�nt,'r r.itil' f � ..1 1, vtS 3,y�;..'.4 r Y'f. ^.6 �'' f•.,.{�{ �� 7 r 7• f t `a.l, ,:F'C+'j•r tr,. .3i 1 {L"Yr.t i T 4 .•1itir t`,f.... sF 1. .tiri.ii p1 .t{.,r S{ ”++A ..t{'}..q' �Nr ai`.i:hy,•r• s: f.��S� .rfr•.5te�v�',4^Y. fj 'p' ,W gg �q :..ri �1C4�?r Z'�'f�i+:.+{'.Yjl y. •..Yfifnvi_!ii t d• f + !1."�iY. ?rh74 �l�t Tt 1; 'S �,it' f.�k" :tXC{ 7i't� 1 v�S�ti}•f•g .. � .. rd �: i� .: :.1F. � ,� l�.r'..rte r'+ l�r�#,R� r a �.r -'lw:[(' 1"t+'CtFF It�! f ;?r'XiF.°rf+f�4"177 �.�73 t ,t � 1,. .. t � ,�� a� ... .. , ✓ y: <ot�arf'r,�'{ 1 ��lp`Tjt�' "9 .�,ta?+�'y .tlp ,� .�y�'�iw� 3rr"y'�rr '`� � i r!t � f.. :; s�x�''� `k'r "r'` i-t�}f14;i •�xt y � t�'�� �i f ` li i `, � �Z�.. `+" ( i� t✓l1 AYl 5a1 'i! ) is x � t .:1 # rl J y t q5 t ..,z'f..�'�" ,.,d:{+:§�� 'H,.r .t�•e,a,, '1�,z 7 + � >e t ..�.: r ',f„(. > ,'f•; ..y.k..+:S4a cl'.,c,h, �(; g. r' i vt”#i t3> IB-10 LUMP SUM FTEMS j? tt�53�r Payment for each. lump sum Item shall be at the lump sum bid for the item, complete In a� f' place, and shall Include the costs of all labor, materials, tools and equipment to construct the item as described herein and to the limits shown on the Plans. t t' IB-11 SUBMISSION OF BIDS ; ,51 The Bid and the Bid Security guaranteeing the same shall be placed in a sealed envelope c' #' and marked "West High Street Slope Protection." ` '? } IB-12 ALTERNATE BIDS 'f In making the award, if alternate bids have been requested, the alternate bid which will ®R, be in the best interest of the City will be used. IB-13 WITHDRAWAL OF BIDS a* If a bidder wishes to withdraw his bid, he may do so before the time fixed for the opening, without prejudice to himself. No bidder may withdraw his bid for a period of ninety (90) I' days after the scheduled closing time for the receipt of bids. ,fig No bids received after the time set for opening for bids will be considered. ` IB-14 RIGHT TO REJECT BIDS The City reserve the right to reject any or all bids, to waive any informality in the bids a, ` received, or to accept the bid or bids that in its judgement will be in the best interests of � w�9 the City of Jefferson. IB-15 AWARD OF CONTRACT v; . If, within seven (7) days after he has received notice of acceptance of his bid, the successful bidder or bidders.shall refuse or neglect to come to the office of the Director of Public Works and to execute the Contract and to furnish the required Performance and Payment Bonds and Insurance, properly signed by the Contractor and the Surety and ' Sureties satisfactory to the City of Jefferson as hereinafter provided, the bidder or bidders 4' shall be deemed to be in default and shall forfeit the deposit. MA r". r' 7�t ",1 4,1. tr� t Y�S+`d ;r> q��// 11 t°" :•+7 11'��'M' � hr'7 L I rb� r1 a�''t �S of k f�p'd�t5+� +x� +; 1 r . .a �r�`s��a' �G'�P +i_'2a�°"'P�Fq F^ u+•� a'wl t 1�> r �`(ltr�v„ �'�.etn cm`�t{�� tpF td,.yra:w��:!"'«,��'c �� .3:� !i•'. .� ,I t, tl� {U�fY'�Y S';l ir`t��ftl .� �fk�t�� �' t 9�j,F'y�+f��^���r(.�j�y •f t�Q(.+N�}'"� � Y +I r; '.n7 ry ,�r� t'vf �J1" �211r.1"+.",-J�•fL��7tG1't.p+{ .}Vj'i4 i,� �. rt w���.' i�}y a��'.,,�1•' :4y"r�.,'.,, Y ka�:"'.?'.1's';�L W^e'C'r :��"r�. � �i "Sy"� � 'M> ra. °,�?�:. X �a�+l S21it.E,•• �( f �tr<.n.� +v.i a' p .t i. ;e,• A "?i'4":rr$��,°fx '.`?�'4�,i{�,r.t,�r,}1;» n�,: �d'-! >g�' 6'S, � �e.A.�'+s . .�r;nt ?�:+��;fi'�' i{:,,t�,rr d+•. :�i�";i' .kJ=�t,,rJ w�" $�^ •�i � s. �'�{-�S' aE 3 rj,� t '$ �}t sa;t aA 5.�:y:'au'�,�,�x^r. �.. dry,.� �2 ,t��f� •,l. �, � `�a)f' +a t .f�i' 2f'.1.�' r ,�.iv'� j 1'1' ?•s;Y;;if,rC':e"�13%:''�ttt }.t 14'"r7tiA�.l*��7�',4Y�,.t,�'4„'Xh° e .�1'Y'..`+'Cr� �T�'tiylErelY1Y "y}. �'37� 'n,;. t. i t 9,+° 'r � °`'*'+� >f":, ,cR, �� ,�.n a5 y..;�4� c�.�S,.x �3� �rr'�a lN;a':�W"44zS�•��•.n� 3 i t t t•��gr,��t,> n .�''}� e•. "7 •3„� ����s' ti���FY1 fi�'� >b+�a 2d .�vt 4+= i k Sri.�+r j tt a.7. Ft f i:K�r1 c �.'Y tg° �,� hrt �' r Rt 1 .�” `rl4,t,�+• "`atf .+;.t4�-�Pa6, } (4 tt• } - yr 1 r ='�'t d,)�. 711 .,=r+l '• N4 fit\ 4` ..•. 7 �y � •�nnS�:,.::,Zrr`. ��1�mow:-1 1 r •,4v,. "} .,Y f�iti< �°7:ti.�e�,aC'Y?,fi'�3 �4•"•i?P;?+�z�t�'�'�.��r'�.�'�'���F,y�t ,y .f ,tlA %�'Yd�•p ?"r,s y {: IS-16 PERFORMANCE AND PAYiVIENT BOND A Performance and Payment Bond in an amount equivalent to one hundred percent `+ (100%) of the Contract price, must be furnished and executed by the successful bidder or bidders. A form for the bidders use is contained in these Contract Documents. h . The issuing Surety shall be a corporate Surety Company or companies of recognized standing licensed to do business in the State of Missouri and acceptable to the City of Jefferson. IB-17 INDEMNiFICdATION AND INSURANCE The Contractor agrees to indemnify and hold harmless the City from all claims and suits ,�.. �" for loss of or damage to property, including loss of all judgments recovered therefore, and from all expense in defending said claims, or suits, including court costs, attorney fees and other expense caused by any act or omission of the Contractor and/or his subcontractors their respective agents servants or employees. The Contractor shall be required to provide the City of Jefferson with a Certificate of Insurance outlining the coverage provided. ;.��r.�,is'•rte:�'s;°, I9-18 BID SECURITY RETURNED TO SUCCESSFUL BIDDER Upon the approval 4 r p execution of the Contract and of Bond the Bid Security will be returned to the bidder unless the same shall have been presented for collection prior to .� such time, in which case the amount of the deposit will be refunded by the City. IB-19 NONDISCRIMINATION IN EMPLOYMENT Contracts for work under this bid will obligate the Contractor and subcontractors not to discriminate In employment practices. IS-20 PREVAILING WAGE LAIN C ! The principal contractor and all subcontractors shall pay not less than the prevailing wage '' hourly rate for each craft or type of workman required to execute this contract as !r determined by the Department of Labor and Industrial Relations of Missouri, pursuant to 4'r .,. Sections 290.210 through 290.340 inclusive of the Revised Statutes of Missouri, 1959 and as last amended in 1993. (See Determination included herewith.) IB-21 GUARANTEE The Contractor shall guarantee that the equipment, materials and workmanship furnished a; under this contract will be as specified and will be free from defects for a period of one rv� year from the date of final acceptance. In addition, the equipment furnished by the a f Contractor shall be guaranteed to be free �. 9 from defeats in design. Im r1 ley I. °S r"'^"'^"""•*S 5t! ^rt }} r¢, Y�a 1,..� } pr s1 1 c�t4 i i�l�FY.f tY f.� y. � t1 tt-Ir, u.�. f:?,'.J'Fn: °.fit V�f�e; Ie `Y+ 3Ua����� ='• ,' '1` ' fi, ,P• r+ d'�, t t 4 ? 4 ,•w F 'Y 1 1 j ! 1. i'f��' t � `� i �1 r �� ,• ,„,:�i! i?� t„�„r1,'�,Ih �,�'�pr a,F 111�✓S -�t c tr �f.�t�i r 7 }e. . ,�r se't !sv d � yt?t'�t�F •S',i l?� ,f:k .;F� ;�l � �i�G\I`i aY.§.'4�,11,�'i¢ti�L°s}�n'.^., >,�ri'y.44 rs;v i.tP f .c.{t � .iaf t• r'Y .sg A t :r y+. k't nC✓y,,,rnt'S jr<Gn jm ,•lri. `C >.�' +,'fix.�A+' .�.,��r"�'+�,Y�X.>r 3:Jr}• Y �di::r' L t tt��� i.�t i�I�s•. .�;t. f•`,� .Y` �` � Fran+ ti}S�t�'�'��`t�')ft�r�j'J�'u '`r3?,l: ;�J `��+'E��xwSt •� JJ.C a a% �� ,�;,.)U r )fir+�' ia'�tukl�r r r.: ,.1� i„y d r,} {r � r xir , r.,i't' Snc'tt, .1 �„ ��•n] t�,s.:r,*�';1 � 1,�, ,t r, i ,. r�, '..�' �a:, rh�t". „'rS�,.`, .t.x v � t, r°(.n f, a;.rir;'�<"�1,ri � rt + r :r i� r,+. r rt.��':`�:yS i'��•�':{C,.&rte.i"?7' 'l;��.y nd l �'t'�l ���,�1 I( t q +, x t !J�� �i f rtx't?t> ` r� „,�'?r,.t.•.., : ^� S;. ,. �;i Y t �} �tt�,� �n��$.4+.r� i i 2 1. 7� +i� tt t � Y {�`' 1��iY??+rr''t+i} �7y 7 I !+ 1 , .�`+,,. ��,�y•� +F. �1yyt:.l3;t^ { Cr t% L�411 �.7Ys?•�ry,�ll ?•tgy 1 l+`'v:r r1,+r! Q.. 'd �h-i°611 r : Within the guarantee period and upon notification of the Contractor by the City, the Contractor shall promptly make all needed adjustments, repairs or replacements arising out of defects which, in the judgment of the City become necessary during such period. ' r The cost of all materials, parts, labor, transportation, supervision, special tools, and supplies required for replacement of parts, repair of parts or correction of abnormalities : shall be paid by the Contractor or by his surety under the terms of the Bond. The Contractor also extends the terms of this guarantee to cover repaired parts and all replacement parts furnished under the guarantee provisions for a period of one year from the date of installation thereof. 0 If within ten days after the City gives the Contractor notice of defect, failure, or abnormality of the work, the Contractor neglects to make, or undertake with due diligence to make, the necessary repairs or adjustments, the City is hereby authorized to make the v repairs or adjustments itself or order the work to be done by a third parry, the costs of the work to be paid by the Contractor. x ? _.,• In the event of an emergency where, in the judgment of the City delays would cause r serious loss or damage, repairs or adjustments may be made by the City or a third party chosen b the City without giving notice to the Contractor, and the cost of the work shall 0;:: Y tY g� g a kt be paid by the Contractor or by his surety under the terms of the Bond. i; ./3 IB-22 NOTICE TO PROCEED A written notice to begin construction work will be given to the Contractor b the City of ` : 9 9' Y ry q 'A` Jefferson within ten (10) days after the Contract is approved by the City Council. The . r time for completion of the project shall begin to run on the date established in this notice. IB-23 WORK SCHEDULE h To insure that the work will proceed continuously through the succeeding operations to r, , Its completion with the least possible interference to traffic and inconvenience to the .w Mfrs .. public, the Contractor shall, at the request of the City, submit for approval a complete ° L' R ;r.I schedule of his proposed construction procedure, stating the sequence in which various --+ operations of work are to be performed. IB-24 CONTRACT TIME The contract time shall be forty-five (45) working days. :f I5-25 LIQUIDATED DAMAGES Liquidated damages shall be assessed at the rate of $1,000 per day per day until the `x work is complete, should the project not be completed within the contract time. .r r .! "'t't r—"• Gr'v`:'{„c,y c� t .r7 } F ` !t it ,C,�7'".`R"� z .+s,.$ 3�.!i�_nf.�'''yy"L`F Si,5�7��.5ia t�. �x'y�i��)i. Y53-4.�e.� t�5.tht i s :11.F r i. i.' } ..I �ris P j t a 'r r+\��'�s�tir��s J��X3"` .r•, '4y .1 -k S:i�aa• + o. .sfi ti4+"k��'�',lG�f,#�,vS, �,C;t'�7*tk�t i't>:C j i G. ti.. Ct t }Lt, ..sA' r .+� .l , s�.��t r ^ ( }tl.'.s. !v�'.`'t?+'�' t J. ,PI*z ,Y rd1 + 711 };'' r t r Id + •� � .f tt 1 �s. 1 rt4+j y ? )v f`.YJ4 >r 1 ' ,1 `'lµ at�, y:� •A.' �' •yr ,G���2ti`..`v.Y�'�x}�i'+ r i. ;". 'w � h :,i.} ' r .t}t .�,.�.:a`�„ �?#.°,^ + to � t .r t (r. 4 rt., r � �, 5�:. -��,i1i i,' •tl?:t. 4t r' ,,,r �' ,+. v�'t�c'• i.J;.,hs'�it�$}�1J1•ns� '�r i.:'F i"!`t a'�,7t i-x'; k5 �,f,t. o f�rat+Y au:c- +.:t y J�..�r u: ss � 7 rr,'x ^,T1,,..'A.�',t}r� "� rt,'F,c°�.; �YC:tF Y.t i• �i+;, k.�}' r',�y . 1•r `+.:t�l�' i++n7, f} T t.t:ty � �,j � t II r °:,v 1 x r-2..��- r j F+ r a:°7,:j�Mh nr�S' t r�4���,`-.S'. +� t � a fh<i �,,5�,�(?'��{ ur"N�Y„`L�`)";r5:1,.,i :t�:a,�.t:�6 '�4 S.,i>�.,�� v: t .54'Sri`1 0+ .,j� +qs, . fir / rr` 4 t'.t tYr. .�r !3 iF�' �(Q+1 $ u`�,i;..•��''kr; ,s .Y"_`",i� ;,�".:V�tv}., :fit E 4 1S' Ti p11�,.\•.r. .11 ?L,^..�f Xy: .t l.� �. .} f J` I �.l�b `-r 5 1.'t r �?.c,q 31���J �ry: NEI',".':',r„r�!SiG F' j +.!! r a r�vt.<�r�' l�' ups dS'�Yh { '.;_•.; tt'is t},q r>zt�'*7`4'w 5 $°°fr j qt') , `' Y5. T •�p py {, rtki �.(dr� ..1 1 • tt;�T , wf: BID FORM � Name Bidder of --L Address of Bidder-1,11 f (N To: CITY OF JEFFERSON 320 East McCarty Street ��! Jefferson City, Missouri 65101 regulations THE UNDERSIGNED R Navin examined the plans, specifications, of D BIDDE 9 addenda all a ed contract documents and t other prop the Contract, Special Conditions, rtrr�ic>t'tp tiTKaf thereto; and being acquainted with and fully understanding (a) the extend and character � r of the work covered by this Bid; (b) the location, arrangement, and specified requirements ;4tl.v Ar1w '.ik"k'� 3 for the proposed work; (c) the location, character, and condition of curbs, streets, roads, walks driveways, gutters, , -pz.,.•�,;� k{r.<:, highways, railroads, pavements, surfacing, sewers, utilities, drainage courses, structures, and other installation, both surface antittr y `Yzf (d) the nature ands ; . , x underground which may affect or be affected by the proposed work; g M �' x ' •,:. o be made and the type, character, and general condition of r rx k.} extent of the excavations t :5, z .5: materials to be excavated; (e) the necessary handling able dewatering requirements; 7xrt necessary or p materials; (f) the location and extent of ry ye.. fir <_°rp4�}i.�p;Y,..+• (g) the difficulties and hazards to the work which might be caused by storm and flood r w, water; (h) local conditions relative to labor, transportation, hauling, and rail delivery L >: s facilities; and (i) all other factors and conditions affecting or which may be affected byte rfi " , r,�titY? gQ.. work. H �R �;.;. HEREBY PROPOSED to furnish all required materials, supplies, equipment, tools, and nt� to erform all necessary labor and supervision; and to construct, install, erect, and ` J complete all work stipulated, required by, and in accordance with the p�edp�o hcontract r as documents and the drawings, specifications, and other documents v. altered, amended, or modified by addenda) in the manner and time prescribed and t a 4 he wil! accept in full payment sums determined by applying to the quantities of the - following items, the following unit prices and/or any lump sum payments provided, pus , '} or minus any special payments and adjustments provided in the specifications and he understands that the estimated quantities herein given are not guaranteed to be the exact t( or total quantities required for the completion of the work shown on the drawings and ; rs _ described in the specifications, and that increases or decreases may ete determined during nth 1yf. under the Contract estimated quantities to provide for needs that are s, ro ress of the work and that prices bid shall apply to such increased or decreased P g quantities as follows: x M1lt 111 P11"l- 7777 r;t 1 na 7 .t� 1 Y 4�S 1 '( ,9 i' I t,4 .��'` 7•�}'�iv i f.,µA " � 5r.,r s a.il ts�tl,?r�.+,< + t .3ro. iA.s. r. r ti t cr r ?} t,•.�,i"�Y7ni"�°'rt x; 1 h rS ;t �< �. ,1 rr E.a 1. {! k r .i`• ^rr 3� r„t f tit:{! i;� �� {.,l t T r :. .ri,,f .n'4Ypy o c Iv„J,'+r, rr .: t •, r r '4' S {f `��,.j.�;{'�•}x' �.yn X.��r' 7 v�',t�� ;itt ,. ?3 `Stk2 z t l: t � p , ��•.1r t ({' �'•a;fi'" rf"�>h��'`yy:k:�fr.✓i�k,Y c-•,�}"�..�}ii {. '±+, t.�:t#,5,.�;��'•"'. ^.y r^ M:c"t}':r 1. .7i t �( .. � t<;r} t e � .t.,f 't t C .� i, t > t�+l, �! Y"=,p'KH'�v ..""�.�. �, t l a :q�>rl. f a ,.�Y{r^sa�..?t.fri { u e � t q/� t t �f,'raZrt y�}� +•*, S��`k' ''� ' �}r..dxvr .r. n#..ri'7 yKr., +, yu^, t Z r•. � .{ { .r r•F, �-,: ` u: t .};.j;?,s�"��trt �' 4 :J „ }5 { ., l�$2-ALL{ � jr:� {�. tt 71rr” ttir. l.: I t'•.� { .. !. i.� .'. art. .t rr, .:i.uanu 6 . .. `�. .„ T xri " .. f•e��i���`i t'l '��Y"'j:a'r..4'!�+ 1 � ��.r a��xtR0'11-11 ,11 1'.j .. ( ju x . x ". CITY OF JEFFERSON - PAGE 1 ' ITEMIZED BID FORM AMENDED ' WEST HIGH STREET SLOPE PROTECTION PROJECT 8-22-95 I ER-3100(504) ITEM APPROX. UNIT NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT i. 1.0 CLEARING AND DEMOLITION LS --- --- ,.:° 2.0 EXCAVATION CY 7720 OS19 ad 3,0 COMPACTED EMBANKMENT'(INCL MAT'L.) CY 6880 N'�' t� ' STORM DRAINAGE k 4.1 4'X 3'TYPE A INLET rr, EA 2 LJ 4.2 4'X 4-1/2'AREA INLET EA 2 /_Scw -3,ecz, 4.3 3'X W CONCRETE BOX EA 4.4 3 X 8 CON , EA 1 a� CRETE BOX o� w,,,����,, �•:{, 4.6 18'RCP,CLASS 111, IN PLACE LF 555 _ 'y( r.'s'•r 4.7 4'MANHOLE n)xf 'F` i'1 4.8 6"PERFORATED PVC,SDR•-26 SEWER PIPE,IN PLACE LF 275 4.85 6"PVC,SD R-26 SEWER PIPE, IN PLACE LF 250 Ina 4.9 DOWNSPOUT CONNECTIONS EA 4 5.0 TYPE AGUARD RAIL LF 302 A • 6.0 '1-1/2'TYPE C ASPHALT SURFACE COURSE SY 1765 P-z j''r OVER 8-1/2'BASE COURSE 0 3'THICK ROLLED STONE BASE �- £, SY 1765 c ' 8.0 CONSTRUCTION SIGNING AND TRAFFIC CONTROL LS C 9.0 TYPE A CURB AND GUTTER LF 530 10.0 6"PCC PAVEMENT DRIVES ' SY 80 6u 11.0 4•NON-REINF. PCC SIDEWALK SY 294 12.0 4"NON-REINF. PCC COLORED SIDEWALK RAMPS SY 5.5 _ 'x_ ? i CONCRETE RETAINING WALL ' 13.1 CONCRETE CY 285 �j�,2 . s 4 t 13,2 REINFORCING STEEL LB 3032 14.0 GRAVITY RETAING WALL t fir.. ,mod LF 292 GRAND TOTAL BID. WEST HIGH STREET SLOPE PROTECTION 3 , 77 ALTERNATE A - PCC PAVEMENT 8.0 REDUCE 1-1/2"TYPE C ASPHALT SURFACE COURSE SY (1765) ;{ OVER 8-1/2'BASE COURSE r 15.0 7"NON-REINFORCED PCC PAVEMENT SY 1765 ,; TOTAL ALTERNATE A .�<< ? ,':;� t; ,.�-"�A4?t�•t'4'}'L$S/'iltfb�'r,''S '7 ''w� y rii3 S 1'z s 7 r j�l•.n•ry ^,'.°+�..+ Ai E:'����y,✓.;I.L S(W ;ti rt.i � j' � : C',L 4 ,y . h 1 � E}t i 'I�.k.� ay t t. tY� `Y,.. .� 'y Yxr �'{� a�,t f��2vr��Y1s' .ri Yt rit 1Y .,}.T4 �„ ��,,�, jr;� 'r y. 41 : +Lr 1t. K>:"�64�n,• , H Sj.{i:� t,� ,,x'; 9r a T s ♦x' r Ei4 4 }.. t ! d z h,•r , � i I k k l .. �} y ri 7 •�, F f{1 L k t t •" lx ?. ! 5 v4 {hJ �,sSfY CC :y ,,,(t �'i'.". 1j 7.�•-t,f.�hk{ .{ 1". 1 ti�.�[5..ir: ",yx ftY J Q , } 114` )t , T.. a 4 !' ?•:�4 ,;,;,. �1rs�y t "` i r z i r+• t:3,l Ni,t't•t. �,'�Rt"i�� Y4 R" �•'S�1 fli. .�� �r tr t ��, , m� �'k y li..i}i �) .r �. r:� H�.r7 �t�..Yr.t � J.tits t t p , t t+��t�'4''i,�Jt�r•?5�!�fb.;�� �� � 3 y, r.}x ,+i. t ts, .' � .ytu�': +. ,.t �;�. .�•,.: e'3 'Y ha��,1�(�r£i, ,�` 's�s'�frt'�^�52a� 4(xt r'!4"..}j .r�av+X•,r: I { .rd rY'i!a}'i�,x.tr�S:s. w>.�w. fi{ rt ii;+"5``F t:u Tex'`} 44�f'`"i�¢i�ab'r Y�{,a 6{y'��� '� `` _z7S rt`��r.<n�(, Irk t C . fob t �'�.•r.t. tf11 �. , 1. � e .la . Y 3 $r.,5 "7, '�•� '�*+�+"`� 7'x.r't:S#', �, . A�., a l✓4 5f�� v-3 +"'r ltd#` 9 y si.�� X e �. v, .r , , ! .-jE F s t .�j� �� ' .�s y ufT�S�(M� 't. �+l,,Y ,,�s,,� rl}wI�a,x,ri1,1.}•�.��F4,5 tt , .a; idj,. r 4i..h d.t FY. 4j1 £ y d, t.f�,xl t t t3 .��' L��4k+fy,+t;,r. t. .: Y �Y,ri �.•mss n„1. 1,.,'. ky Y y: i .f Ji. (r � .> 1� C, lY!'�`�..}\ .�fry{3, � 'C7` 1 � � pF <Yr..�. � I'• .. • ,. ,„ �A J+. •'Yi�T .aF<.� 't4.,� r. z �l.L:i+i... "f �t�° y 14�"e1,;.c�.✓2i�r��'st�:stl�s�.;�:lkr�3.e�'>s.�;'i . ,. v4,'.. .��d�A .:! .:.,k•r;.S�i'f?F. .�X�if�+ !'L�itFhk#�iw.w.-�.:.E:''�,,,�1s'�er'�� rti If the Bidder intends to use any subcontractors in the course of the construction, he shall list them. ' Igeott TIME OF COMPLETION ' The undersigned hereby agrees to complete the project within forty-five (45) working days, subject to the stipulations of the regulations of the Contract and the Special Provisions. x' t• �'� ri �'•if It is understood and agreed that if this bid is accepted, the prices quoted above include ; ;,;, y all applicable state taxes and that said taxes shall be paid by the Contractor. ''" The undersigned, as Bidder, hereby declares that the only persons or firms interested inG 9 Y Y P the bid as principal or principals is or are named herein and that no other persons or firms ,; than herein mentioned have any interest in this bid or in the Contract to be entered into; '`;: Y ' and this bid is made without connection with any other person, company, or parties making a bid; and that it is in all respects fair and in good faith, without collusion or fraud. The undersigned agrees that the accompanying bid deposit shall become the property of the Owner, should he fail or refuse to execute the Contract or furnish Bond as called for k..` in the specifications within the time provided. If written notice of the acceptance of this bid is mailed, telegraphed, or delivered to the �: is,yt�;,:•. 1 undersigned within sixty (60) days after the date of opening of bids, or any time thereafter �...,; before this bid is withdrawn, the undersigned will, within ten (10) days after the date of5s_tb such mailing, telegraphing, or delivering of such notice, execute and deliver a Contract , in the form of Contract attached. � �;. 'i cC�.'•i�; 'H t: . .,; E{ t�' r'•, S 'f't`�;+k�? `�.tA 4 r ;lt sry tti'�A �'r' it'F } tf t tkR rat ('tits., r r i r ` +7� >� (i��5 'd_"e?y }',,1'l'�. ,��k'jl t r 'v (3 q ts• rii; yl T' fiF �I tiL +L i. t .�.l`Wt �� .7 ��'�� t .. .r,. •`1�+ � � D •�� i,�;�hf�f.F1(4 ti r ;v•t,� }� { •{, ?7��V t ti . i 4 } �.. Y +� ��r,� k J � r�V�bPojj,,P.+%�',+�.,� i j:� t. y i r tB` y ,'+ i��r t '�.,.}�f fT k ibirt^'�'�iK,•t tf+ ,� ,x.{� I° S 1} at � ` �� �tJSI '.i ;�.� J,r�; y�5�4�" < ty� 7.�� ;�1 �4 'r{'� t � lit �S {z� ,,fp' 1S, 4 F `y V i j t f ,y i o••-, y4 rr,. t Z`�! .y � ��.:i;Yp��t�`,"�h$�S S�'..•ac.rF4k�r Yr{�YV�r r;, r ea�-�•r.�i i Jf i S t 1 St�f. �.1.. 4 .1•'���'.�r i;`.t ��,4.a�S,i�{ �a xkj - 8� r ic• .� t ,4AA�,�,i.,aa<y.t jKi`t. .,.iS.1�/ri t '� r..t�,r � � f.. �j,'fit f 1. .i:•�:".j: .{.,''a»�q� . ..; r` 'il��f�'t;����.�.5���- �t4i 1•. t +us*. li ei t �F i +} s r.Cr. l�� � � �. ..�. .b�� •<.l !}� rt k,1,;��9 ,�ri'f,y,�� �' ;�jl�` j,}M}�, V : :' > � t�t ..�r ,.,xt to .y.! - 1 r t �'� t. /!r .l K,.�t ZY t,'M,( �•+,���s N�.+,T�t tit�.`�, t3.Yr i°4 04 �w{�?•r�.r` Yt''s .,f:�l 1. f <fiA a' t t , tl tt� r a 7� �.� r }; .r.t �� 4 � +rti �r i :. . 'i>.!` P.i• ';t?S F 1 d `1. r n 1 s t xf 1 .. k r 11 t t j1 {{ yd {I � t' .aA�;y ..t�. NC`t 4 'i�'+a'1 �j' 1ry+}�,�,1 y" ..�. , y 5 .., ,tt�'V�`+':z4 c�' �L. r ,(j T e{ �,a V;t;.t t J,�';'!, '+.,4�� {:1if �C S�f}i G:�+'y �+' }Y';*it•��l*.i�114.sR r{�{. e:rte� NA, 1 �f,.+{ ,..i�,+;7•x ,� 1' a�" ;rr tr11,S°.4 ir 7 tf�l�t}..rC t t` r ..is '.i, (;, y r 'f 7;;•,; V' �Y tef �" ,,r{.µ {+ 45 "iti` 7" � h��,�� ��tr s+-1 {�s^�'"''L 1 t ` ,' �r it • . .ty ,. .. .:.,p .:.krc �.ASt?c 1 � ;. + a : w. notice of acceptance may The undersigned hereby designates as his office to which such ; be rY'iai(ed, telegr plied, or delivers .k It is understood and agreed that this bid may be withdrawn at any time prior to the tt; scheduled time for the opening of bids or any authorized postponement thereof. fz, f:,.. Attached hereto is a Bid Bond for the sum of y; Dollars (cashier's check), make payable to the City of Jefferson. , e Signature of Bidder: f , If an individual, doing business ' ag ;. r. w If a partnership member of firm. .` f. b "•! r $ `` If corporation // _I 'T ���-Lz - _ s11 Ae ?yn ."aG�f1�5p, b , { Title SEALz, Oil! Business Address of Bidde l® �---, , If Bidder is a corporation, supply the following information: (I` State in which incorporated h; Name and Address of its: r t n President ` Secretary QV a o ,Wel e,W.r �'•4 l � � S ' !6J Date r r f� i 44 ''1i 6'flr .y� f Sy fki t , t w � y.� i T ffx %j*T .y {y'� 7n, •+yT(�tp " �" f '� �"� rr+�ltt y t '4 +f}f7,r t,t i ��:�F �'}�yi ,�"� �+#",;y1k,c i,s i,• t» Y�,�y��j,}�1+�}ygre�S}`tY �y`F �+`+�1��}+y7� >♦�r� 2 4 $`���y�4 �rr, ✓ � ��' •� t !�� ft�"' ie f '7 S` rc n ✓ � tsr i�' � t� ^p wP � ,�:'} ��; 9�2;`' '�.N.,><� {P`t€,,��,�m�xt :�„„55�.' `h��"`�f7 f r. "�",� !�,A�e� tG,t•}$y �k�r�{'",$SAS�> 'ti, 'i Zs{s.�d sY ��C�• tFM'fr. �i�i r r•�,i�i�3 S�3c£�t�. .i3Y ° :��, ii �t,�,`ll F�i-r :f,s k�{.'R �> lr�rX ^,u. �`., �s4d�: "�.�s��! ,.i�ai r�"i`��!v� Yf T,.. ,. I:s-.� � ,.k ,�2 d n d:f�r'�x7 [."t h;L (t.7�. 7y� �r fir 4'�.:+ ..r �{.�•+ 1�Y .i 1'��rs 1 � GW� �'ryF, S . ;;�# 5� t. t?fRtY ,w ' ,. 1. t' p,�iy't 'ti: z 4 ` „?4:rt Pl :,��{ i ,1 �n� d•r,,. I', I ��o `�e T�"�,''i,},t�X�..�..,..'`7�K;v�4sS.Y�Sa�`.�1..�_�...w �ryr' •i� .. _ ° 4..1+�!,t�ti+k{��],i�r �t}�ki KY r'i ANTI-COLLUSION STATEMIENT STATE OF /V/„ M00.4^1 1 COUNTY OF t- e_ Y ; 61 — .a - being first i duly sworn, deposes and says that he is /���5'l ���– of % t TITLE OF PERSON SIGNING ZE gz-,_-4 2, \N,•i ~4 d NAME OF BIDDER r that all statements made and facts set out in the bid for the above project are true and ;Yc?-• FF „a correct; and that the bidder (the person, firm, association, or corporation making said bid) �'• �s-:�*t;�:• has not, either directly or indirectly, entered into any agreement, participated in any fk ,. collusion, or otherwise taken any action in restraint of free competitive bidding in connection with such bid of any contract which result from its acceptance. wc , (3V Lr�� i •. r.'. t. Affiant further certifies that bidder is not financially interested in, or financially affiliated ; with, any other bidder for the above project. T. m (BY) a� . Sworn to before me this day of 9 9r h_ r; NOTARY PUBLIC T.- t d t My commission expires:_ 0 /9 _ 9 Cam ; r 4° ,• 4 .l p ^sis ,n� ,� r 'tr IF/Ir�!�!;'^�'S"4':•ytr�n?tT��".',`.'-?'�;l!�.°;'a`S":';. �'t fi Sa,N;:P ii of t 35.'�H.41 t � tf•�-• r '. a ,t Cl 4r v i r -�, Y( � tf,��», �, J��t 4+p} r �t5�,4:1•d i lt{ 'R'� t r.t {t' �,,C F �{�` t .r .,,� r �' f' �5L'1+ t7,�f±� {�:�s='rt,G`r�4.''� k. al•.. is ' ,tl .iC 1 .r3�, ,oit �' � . .4 t ''11.i lE K Yk, r �`1✓°r"<''�.:`t j t°1�.i�kS��i.`��y'1jr1:'r t}}4Cy'�'rC{,,.�yX„"t,•S.!5',?pd7•,e1�J.vr.�k.rl'+J>'w:a 1•'?"'t Y3 2•''{��;i°�€C i��t;47�1 r$:y'txi';�.ti S�1 t l�..i.Lzii'sr.r•.`I•i.�ti r :'{r,�•°L,i..•'}:”4 3i��:•S�.',)rr';'r Nc:e,.J-.•tf,'!,,G•�.r r l.kr S'4 f t 3,t.S.I�'�7�r 3.trC'f`tf>?.r-�.'t�'»rr. f'"4 r t C',:t.iCx e S��'i r:»t�fz`/k1,'`'��t{x:rlt�:.•'/r w?:,A i r j ri t 1�.i ',h7 tP fiv 1 a �R '•fax r.b;� A g•,c• �rt rr.�'c r .S x`'4� .t,:2v-;•,x'':31 T'-'3�i;,wit it"•; t ti 1,'•y� t ) 1r�� J. .���, •r+ IN ,;t ,*,�9��a .?t;P.a 5.3�. tr1,t fC.y„`�` c ;�`': t r. 41 JUi•r } ,;^' .. .r•;.S t.�,; 3%-{t`J'`�`.z`.<. ss.�i.s��i*t� #`�,-,.r�'�r"�hyaiia�.�`4 r 6�}� }, ^` '�C ,a�; P�'''1'v cat�-�Sj�S�{t w�Y 25[`?43•:+' �x�'` r' ' t'; tl��i 5 r r ;' �',,.�f a �+,,, �.15:{!?�.�ir.'�'1;.`�?i ��}- F fi' :�ir '�i r=( r„Cx�:r11:�!�,+�y t.•e?! i:�'sL`'�p}s ' 4t 3 rtS tF K'•r i �f. ;Y. ri} 't t ..>d �t T } '.5�,`!{�.r?'•.C,a k,tti u_� P!{r";„(jr btu tfa;�;C!:i7`.}�{�rii+}���j•��• x"., - � ,d' {w. w• fv 1!,rrs.J.rr.{..� P;}... sf 4;, r c•r./x t t yy �'S;�. � s ,� ,,.i &Sk 'iNf: 5 :.. } �J� e tii .r.:`X�,"ftiy#j t'•vyyi`s?�i ";a,{r„.,y,.•qr:v a r .u v S r.•:il; 7'`V ,§ri ,�51�t:h4q� {6�„i•: .Yt ;7,,25.. � t,i� 'x Y+:,'..k� , , �� ;. �1. :� .x��'4 kk'e'.t,r'l;:,c';i`.ca4r+r (gt:7.}r.'r';rf«?,.-f•'s .� .!” t s .�. >,C. 5� 1'µF�is���,„•Sf'•t}:!•," .tg.y.tt} ,,�t .�� `.,�,.r#_.y Il( •.�;� 4 fo-7, ” x '*tr^dy. •i •�:,t'�'r,NSr� �L;';;!;.`vf1�.k •4t.,y}�i;•t:�{, htt 1, t�. r� r z 1 4 �• hfi t*e;k ;u �,fv. !`•1;, C;t'.. ��;,^{.qi ^�.i ti-..} try°;�s•••r r � � „x r. f,; t i•. sti/ ` I:. r t. t. .'p,a. :G jt' ti, rv:t�t} it}..,i°ie r'Y..+:j';�'f:,i:,{'`�P�.f�. .{p'�” :id`- �„�r'41�� x 23. ..f` � 1{4 t�/ , .; .s - ..,,,{'cfr : ; t?t`�±;�} c✓.�..V,,f�,,,,,,/-"bd.� f�� �{,�'� rI r �- sy�i ��,�at,}�,4,i'"•�J- S.K`'�� 'E�Y . .'..� Lj ...,�k .. �•at �p�d� £ g 'se' i> r 1 l-'.r tss;ix. 5 .x. ,. ' .Ti^jH � N 'f! .� 48�T"�•.�'�## .�.., i r # r ns;4 t �.'4�i� "�: .t'�sk a�. ,�i r ;5 .. r :+ j .T' L t§p}rt�rs '+'• � ' I _ 'S.��:;� y,FmY t �, �s :�`Sff 1.. L. 4a � Li r,,iJ3'�ISX�S'+�� �� I Pit• •f t. F q CONTRACTOR'S AFFIDAVIT k. This affidavit is hereby made a part of the Bid, and an executed copy thereof shall 1 accompany each Bid submitted.'. STATE OF.- 0J/`i • ) COUNTY OF "'Ibze.- The undersigned, of lawful age, being first duly sworn states upon oath that he is dt.' •ss"fr � of the contractor submitting the attached bid, that he knows of his own knowledge and yr' $ktF states it to be a fact that neither said bid nor the computation upon which it is based : Include any amount of monies, estimate or allowance representing wages, moneys or x expenses, however designated, proposed to be paid to persons who are not required to furnish material or actually perform services upon or as a part of the proposed project. AFFIANT Subscribed and swo n to before E!ea Notary Public, in and for the County and State aforesaid this day , of �,< — 19 �•� h NOTARY PUBL 4; t a My Commission ExpiresL � � #� 15i. :'•r •# �.. .7'tt""t t.Yr t" 'tf{}� Y� A rt�r�(i 7 �2'All • 'T" � jja;� Syr f 3ti .. �p`` t t"gfix'+ � 4'u� � t�",�,y(�,y •k•��'" ,��5' .1. z ,�.d ?; r`4fa���i"r�.���_`� +����'�.`'*4!7.'�t '45 �.�Ca'f f„�'f, y���7:;§�!�� .w• }�• t� a ��,,ii s ,,y�}� t' �`� "'.u*��,�,7�`f�sr'���}fx?�E����{• ixr�`�t}�v -e �ink� P ��i "rt �i `cif{� y,_ � . J}t�}'{k i /Yi� �. ¢.h j�'9„'StD�,JT'"dl Ll'iP 3kf!:✓}ek�'o-' �4� Y :�;�.}�:.�.'5�;.'�'S�"X�r'.`i<fr"''�:a��r'�Y�i�t�x'��ru�tiy,tt��,z?�"Xl'i jay°!•�r{i�{� .�.r ��� : Y�EwMy{��.s.{,��r 4,• pl,• r � �` .. r .+; 5�ta st¢ r k�, C..3i .� •. ••I��'CT;" t! !': 'i t. :•i .i.-. �'�;f�r;t� kjE. A C rk '#t�` •� ���},�t. �� ��" st r i r5 i c. a {;. y}t' rah{z �.,: 'fit qF 7 'r � 1 yid q f��� • { t A�fp r�wt��: tL).,,i,. .. .. �, .. . ( r .k' �'' t ta•�x s !7` .s..f7 s}{ ?r ..}`: 6 )tx^f- t t .`> `t,t{t+t {� """ s y / 5�4}�.,r� k L•�i.c, �%'c +'�"' pY a '"'t t i'�(,C +.�i#'i�.%,r §F�,• <i•) "}..sCtr1 �r St 1'. ixr.�i i n.-. 1.�.L .,�' i ��`.� , 4 MIIdPa�il�( �3UElNES� U1-ILIZATION COMMITMENT fi it��t A. The bidder agrees to expend at least two (2) % of the contract, if awarded, for Minority Business Enterprise (MBE). For purposes of this commitment, the term .. r "Minority Business Enterprise" shall mean a business: ut. 4. Which is at least 51 percent owned by one or more minorities or women, }`? or, in the case of a publicly owned business, at least 51 percent of the stock tr; of which is owned by one or more minorities or women; and 'I +;Y 2• Whose management and daily business operations are controlled by onert or more such individuals. i "Minority Group Member" or "Minority" means a person who is a citizen or lawful .L ' • �r;,' ty P Y% permanent resident of the United States, and who is: 1• Black (a person having origins in any of the black racial groups of Africa), 2, Hispanic (a person of Spanish or Portuguese culture with origins in Mexico, South or Central America, or the Caribbean Island, regardless of race); .t. 3• Asian American (a person having origins in any of the original peoples of } rx4 1 r tzt; 3:, t y the Far East, Southeast Asia, the Indian sub-continent, or the Pacific Islands); 4. American Indians and Alaskan Native (a person having origins in any of the • original peoples of North America); rl: 5. Member of other groups, or other individuals, found to be economically and t socially disadvantaged by the Small Business Administration under Section 8(a) of the Small Business Act, as amended [15 U.S.C. 637(a)]. .,, �t {' 6. A female person who requests to be considered as an MBE, and who Y.v� "owns" and "controls" a business as defined herein. '' .�hP.t•'.f �.�Cd. pvt Y Minority Business Enterprises may be employed as contractors, subcontractors, or suppliers, y, r + v v � e Tti-1111,r�At¢¢','2,J ,gyp rT€1^hY 3f �r;,�:i'cf:5�y`�ri�`tos'r1�'r��1.dr�('(yrVh4-;t��)�'.c{ttr4t.f°.k r + ;yN, c;-t'�r,�'"r,�'� 4i'r:li,tr'+',�. ntgr (�At•�'m Fr••+ ,�� �:'. ". 3 ,•� G s, }7+.'�Y'�t i tr"),� `�qa�i titG3 � �t n�� i��k y f',,�.^.,,,(C,i jr>>d Sr+7 t e t'�� f t t t11 tr lrr3 J' C�' t,��r fi rg''rr '(�,,�,k;�dut?'�?`K ��,. h�'t�jt,���r,,�'ri'}^s Y•j'i�` 'ii..,.l'�t z 1 p t� � t t-.k`3 r a �'� k t�( �' + L,'' "1�r t�r C'�^�sj,1.¢?;�' t�' �t.�t rt � •`} t. ,�h 4�3 '?t:1�`t t.w r. j.y Pt�n .., � r"t r t V L� d•t t t."s �.i °t` Y't.,(it.r'�r�v tyi{l.Gt fi t�`.�j t{' 'L t f) �� �l 7 �9tt{3•w�' 11 tl. L r v r ,J� . t.t:tt., aa44.,t. Y:ri.r{ t t r,.; ? 11 't'r r `w s 1 5 t rl]• t I r 1. a.c^v,Sa '(' .t .rt y`t a y tr {� i1' ' ,y;�'```�. t� i� �} r'`C f r1 t .r n a ',7? L i ) 1' t .i. YI P: tt rSS 7}• '^,.F" ,i ,� ,�;i. {, s r' y � ..+, ,r �;r'� °+eta$ �•\.:T�a.a.�f�,7_�"li.^!.ti �, r �t tt.yy�S. pY�. t .r 7; Y4(t3 'rr.t tt' �. i' t�"� Sits �} '.r�r�;'v jP`,f,. t, ^i:1 ,'� ,•N '`� '��`.ft� tldtt�', r�.��K etq*��Y ? 4 *+r .c r 't k ?:7 rt t C t 5��,-r 5.,� t.7.4w`, �€� a`�L•,5.. � y * .•7�r+ �jlr� ,l�f..: .PY . ., �' r `., . .. ` ,,,r t ..,5.,� .r.. , t ��S�f'f+{r4�..4��y��c-��s-ti tL'� r,,� .'�"C'•�'Y r. s' 1 ��•o�����v�x'Y"!r�"y � ft��I�l''� ' MINORS BUSINESS ENTERPRISE STATEMENT 1;�4jE 1`{ Contractors bidding n City ontracts shall take the following ffirmative steps to assure that small, women owned and minority business are utilized when possible as sources ' of suppliers, services, and construction items. x% 1. Contractor's will submit the names and other information if any, about their MBE { sub-contractors along with their bid submissions. a 2. Sufficient and reasonable efforts will be made to use qualified MBE sub-contractors when possible on City contracts. �x x 3. Qualified small, women owned, and minority business will be included on solicitation lists as sub-contractors for City supplies, services, and construction. 4. Qualified small, women owned, and minority business will be solicited whenever they are potential sources. 5. When economically feasible, Contractors will divide total"requirements into smaller tasks or quantities so as to permit maximum small, women owned, and minority business participation. 6. Where the requirement permits, Contractor will establish delivery schedules which will encourage participation by small, women owned and minority businesses. e k.. 7. Contractor will use the services and assistance of the Small Business Administration, the Office of Minority Business Enterprise, and the Community Services Administration. 8. Forms for determining Minority Business Enterprise eligibility may be obtained from the Department of Public Works. *tia : 1 r tfi • 'fi �. � �`*��*���.,JAN�l �1����'?�` S�-x t'"i�t�`� .k,�i� *sxS�1r'x�y? kti .i .r. 1 t .�..'LF�" i�iS tr �s 73,� '��?'.�'"'ft t x" � �li�kl�f,� �r'��}�',;` Yjhr•'"y',,ri''�p� �• � Y"S •'x °{ t Yc+k. yYhr}Yi� r�¢j�,,y�, � �Y,t',� ¢ 1?.5'r }8t',Y�• iFo-ir ,", �,,} °t t� a q' ' ;�` }a Y:. `) M '�i F .`rrr?�,r v'?�jM'�"t�f ��, '$.., E :,j r�s'i w'...`�"nttp��>'��k^�,•��.:u�t.�1'i�iX�,1s�� �� rs,�'� S.{.� al,�. �.f.i.i�x"Sf`,{�,�..' �'�f�t�lr�. � . :.'i'!�. t w.rM rah` }Pk [•:� .. s ,��,: •G`' .q: {',` ��. ,��s�yt sg r.r�i�,a,,� ,:.�i. 1�r. ,:,�.�, r r K 1 .S t�4L�'� " t t ' '? ..� r ` k•,�.��d, n � ��, ..�, '�Sri + � . `� ��:!, .. �..:!.:,..k`SU 4NYWdiw3��i.�..� :S..E•._:+.E.r.S,2.....:.::.:s...ix�ser ,�......• +arc.,..t t'�� .v'}��k�.. 'i1a�.�:._.. .. .k� �£i]C�SZ�a? �.l, rs3yte�C'.n,w++,. :t,�q:+, '�7fi 'rr. a jy. B. The bidder must indicate the Minority Business Enterprise(s) proposed for ' utilization as part of this contract as follows: Name and Addresses Nature of Dollar Value of of Minority Firms Participation Participation S2 72, +.� 4 ` Total Bid Amount; D d �`�3` 7 7 Total: 7 Acv Percentage of Minority Enterprise Participation: i` . C. The bidder agrees to certify that the minority firm(s) engaged to provide materials or services in the completion of this project: (a) is a bona fide Minority Business }.t. Enterprise; and (b) has executed a binding contract to provide specific materials1 or services for a specific dollar amount. A roster of bona fide Minority usiness Enterprise firms will be furnished b the `��� � : `3 ;} r City of Jefferson. The bidder y p y '` <: will provide written notice to the Liaison Officer of the City of Jefferson indicating the Minority Business Enterprise(s) it intends to use in conjunction with this contract. This written notice is due five days after notification �.r to the lowest bidder, .4 :. Certification that the Minority Business Enterprise(s) has executed a binding contract with the bidder for materials or services should be provided to the MBE :,. Coordinator at the time the bidders contract is submitted to the MBE Coordinator. Breach of this commitment constitutes a breach of the bidder's contract, if awarded. ` > D. The undersigned hereby certified that he or she has read the terms of this 33 yY commitment and is authorized to bind the bidder to the commitment herein set forth. ." NAND OF AUTHORIZED OFFICER fk. DATE SIqOpoff Or AUTHORIZED OFFICER }3' iP t fix`•` Sim aP �r s 1zA ggb {'ht+�{t.�+ � t•. (. Sre253t wr ! , s'1 , 7 P .t }. 1 ' y }1sj5';q�Y &-;g ' r.;,.'r�t�;f�' '.t r "+�,' �, R F' �� �- �{ r<� r�c R.r rC S An.i�ti { �} :3i. rz. t 4 � c x ��� 7l5y �+,�54 ? .�7�+�(r.! �r t .++• ,+ C Sh rk r'•t (t .r fr lYl J to r t yaJ t-,. �, vt 7 ,X} �.� .r=i��} 97 � �• ��'�` ,'ti{l 'r r,1 t 1 F£1t.1 t �_ t' 1 r t v rx�ti '" � �[f r A"�;p.t"�+'�� ' � �{r V' trK ,r ✓jb �l� �'�.`� }.tS.� i�s t. i -'u '+� to �!r e � kiSfL 4v E .:� �i�t`�T,�rSrve�1y���,7,Yfa '�' ~�, k1 '� �h�{ + c 4 fro si � lt�Q..t e9� '.1 r.x i' .Ii, r r by Gtr�7( 1-,�5'+•i`q°�� 1 .y,t�t,k� r;v. /'"��Y '+.�{p�4 rt`,t}'� {• t ,. ,, .,r. .:' "r,. ;t +r i.�' .t r .�! ? t4`�'<41'r,7 �!%1a"�;�; '�a�(."+. %�+, �, v .:.;ra..:..�.+,.r„•:. � t'.. Yj`y. .,.,� y �”. .z ! ., ., , t'. .5 '�i"{ n }: 1 �'S��Ala t � .{ +1;'}i '�' r n ;.� ,�• L�t RF! {r dr y.r t..*.s_ ,..i r1 .t u c t � ?.S, .�'A r �, PF ``R"t r ��`ra��?'d p�r t + �'" �. �• , ''? � .} r... :'� A�+ h!{�4,tJl�!I.N�r�t+r^�t ��.�i?b b a7�#VJS,I��§l:# yti i � ,�y as t. vt$ µ' s{J 4 f.if 5 a> >ql i s r ,/.is .. .t drrt: -r(�I,� 'r4gi. 3 #5' ,� y•� A.riv•ie?t C+6 'P -"V'1 y� J.��..,;)�i ,..; r�7. • r ...c .. .+met*Axrr+eM �rt+f6i �ltY+r$SFx. t,� t ti ��4!&j,�x.r.'`�c�,"4,ir:�''t• �(rer;S;ht:a�t�,k,`i4{1t'?'�4,4fi�txyv:«eRo�s....^.,..a.4,...c...:.;m33 f;' e t It •��`, t{ra °r]AMEPICAM GTATEG AMERICAN STATES INSURANCE COMPANY INSURANCE Aa+dLMOINNATMkALCORPORAT04 INDIANAPOLIS, INDIANA 46204-1275 ( r Bid Band Know all Men by these Presents j r That we, Muenks Brothers Construction Co. `+ of Loose Creek , MO (hereinafter called the Principal), as Principal, and AMERICAN STATES INSURANCE COMPANY (hereinafter called the Surety), as Surety, are City of Jefferson held and firmly bound unto =tr (hereinafter called the Obligee) in the penal sum of 5% of bid amount r Dollars $ .50� for the payment of which the Principal SYi err' ( ) p Y P and the Surety bind themselves,their heirs,executors,administrators,successors and assigns,jointly and severally, �s firmly by these presents. West High Street Slope <{ WHEREAS, the Principal has submitted a bid for Protection f. NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance Er of such Contract, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the �,•.;+ ,r1ry` a' . amounts specified in said bid and such larger amount for which the Obligee may in good faith contract with p g 9 Y :, another art to perform the Work covered b said bid, then this obligation shall be null and void, otherwise i party p Y g to remain in full force and effect. } August 24th st 95 #1 + Signed and Sealed this day of g 19 f, r�"'•:ry, Muenks Brothers Construction Co. , �•t '.: ' .Principal AL F' ?° Witness Title '. hf: > `�"� {,;=•:'{'''<, ,.. A - ICAN STATES INS ANCE POMPANY Rix Witn Attorney-in-Fact 9.1027 a �� �`'� 10•By P "r'� i�'`Y�' 5of fiS'a1+�+J� 1 + is ( + f ,...)5,` .i i 'i•C4 t.x,=r�� ��41�'t�',�:{'y. y Ltrty�l),�'i.3. t,i�.:�Y,.}�.;s't.,r✓y,+• .5��. >. � 4 rF, +f ' I,i K } i iw l b a t t h�l:43+ ijy{t ..� y 5�"7�a4x..S1f i�s. "t 1 1,St :i:�?';.j4ir .4, 't) ^`I .. l !J:,rSi ^ J tj•1 i�s��!r .M. �rrf1F,5.' Lti tt M t {' i,. I 7f 45V x ) i�(pJ{: ;y•�-1S u/ k t .,ft I 7 ? It, \7 4. i l\\�. Yl ih:.�� - + �y'� '"r�''.���Ft ii.,�,�'3}� , F' 1✓: �,� it '1 �•I x 4;' i,.+ }.�� t t Y' .S r. �. f �i�>rF.(t, .� '�y' ._ =u ,!, ',1' r y?`'i�'���;'.t+J l �'�i.'��`:x y t ..Z?1 .t `i. y �. 1 r 1 �l`: �'2 :SI'i 4. i4'!.: �jg4•�:Y;;,�F,:y;y.rf�f..,� t `�.:�,p:A„s � ..h."x• :iN� R�! L �i}.1�:a:++ .oc�,z' a.� ( 1. �" t� � i, i i rs t iti� .3�{,•,t sb -rpr.43�d.yfnt�,'}3!'r,,.s<'Y�C. + ,� 't .t ,`.,- =51'•,q,t .�tl M4 !i(� j i i' 4 a�ti r '�+«�» ' �• .. t ,, r %1 1 :+;,.t f t ,� 1��1j 7�t�X a �'.� 1 r¢ `�,aidh . . a a:s,;:.wa:..:,mow-t3t,,.1.::�.,._•,._..._... ..�. GENERAL POWER OF ATTORNEY > 1iMERICAN STATES American States Insurance Company • HPOMTIO INDIANAPOLIS, INSURANCE INDIANA INDIANA w�,LINCOW NATIONAL CO N gz ' ti State ( KNOW ALL MEN BY THESE PRESENTS,that American nal oils eIndiana, haih made, constituted and appointed,and existing by these l presents f ernake, , of Indiana,and having Its principal office in the City of India pr constitute and appoint ..DON NICKLAS MIKE SPILLMAN OR SHARON BACKERS------^-------- c} U- — and State of Missouri Qrof Jefferson City Gj Its true and lawful Attorney(s)•in•Fact, with full power and authority hereby conferred in Its name, place and stead, to execulo, acknowledge and Z rovided, however,__ �.,• �,� ,: ¢Q deliver any and all bonds, recognizances,contracts of indemnity and other co ndlllonal or obligatory undorlekings, - 1�-' rhs,It the penal f an one such instrument executed hereunder shall not exceed FTVE H1LNL�BkzD THOUSAND AND NO/100 ($500.000.00) DOLLARS------ °_- _..- Rt Z Z W _ fn and to bind the Corporation thereby as tally and to the same extent as if such bonds were signed by tho President,sealed with the common seal al the Corporation (� 4 W{�- and duly attested by Its Secretary,hereby ratifying and confirming all that the said Attorneys}in-Fact may do in the premises.This Power of Attorney is executed N and may revoked pursuant to and eb authority granted, Section 7.07 of the By-Laws of the American States Insurance Company,which reads as Ioilows: #+u f Y-Z Z "The Chairman,the President or any Vice-President(including any Executive Vice•President.Senior Vice-President,Second Vice-President I-- t. . . . . or Assistant Vice•President)shall have power,by and with the concurrence with any other officer of the Corporation,to appoint Attorneys-in-tact Z as the business of the Corporation may require and to authorize any such person to execute, on behalf o1 the Corporation, any bonds, ''it. ,`-"" W recognizances,stipulations and undertakings,whether by way of surety or otherwise" IN WITNESS WHEREOF,American States Insurance Company has caused these presents to be signed by Vice-President,attested by its ¢ Assistant Vice-President and Its corporate seal to be hereto affixed this 2nd day o1_ r.',;;;I• r'" " h A p 193 AMERICAN STAPES INSURANCE COMPANY y; W(n By j On I ATTEST:_. cond Vice- resident E�INep ; As nt vice•President yl 'trs0 ,'F-W Z U W Z STATE OF INDIANA SS •4 I : � SS ; Q COUNTY OF MARION HSeptember A.D., 19 93 , before me personally came On this 2nd day of e Joseph F. Heim , to me known,who rt t• being by me duly sworn, acknowledged the execution of the above instrument and did depose and say;that he is a Second iVice-President such corporate to f � American States Insurance Company;that he knows s Directors of said Corporation,and that he signed affixed ttis name hereto under like authority. :r �- seal;that it was so affixed by authority of the Board o D ROs ich ,... y.Z, Jose h F. Heim further said that he is acquainted with John J. and knows him,tB be the h. Z U Assistant Vice President of said Corporation; and that he executed the above in umert. y Occ iY W Is: Notary Public pY PG F INDIANA . rt;,,s,•,,s::?:. O STATE O SS otAN 1CC Z COUNTY OF MARION r,eriar.. :JW John J. Rosich CC I the Assistant Vice President of AMERICAN STATES INSURANCE COMPANY,do hereby certify that a g the above and foregoing is a true and correct copy of a Power of Attorney,executed by said AMERICAN STATES INSURANCE COMPANY,which r >` is still in force and effect. `;r p Q This Certificate may be signed and sealed by facsimile under and by the authority of Section 8.03 of the By-Laws of AMERICAN STATES Z INSURANCE COMPANY which reads as follows: ¢ O "All policies and other instrument!Infcludin an issued Exe the Corporation sident,Senior Vice-President,Vice-President,Second d V ce President, > Vr the president or any vice•preslde ( 9 Y ' e( ¢ or Assistant Vice-President)and the secretary,assistant secretary,or other officer,whose signatures,if the instrument is duly countersigned by an authorized representative of the Corporation,may be facsimilies. Such signatures and facsimiles thereof shall a authorized and binding upon the Corporation notwithstanding the fact that any such officer shall have ceased to be such officer at the time such policy �M ajil,'!' 1% Z W or other instrument of insurance shall have been actually issued by the Corporation." ` �� 24th day of St in witness whereof, I have hereunto set my hand and affixed the seal of said Corporation, this Y j s 4�ti INSV� - Cr'? r a' Cl)W A.D., 119-1-5 . + 4c r ti: Assistant Vice President THIS POWER OF ATTORNEY MUST CONTAIN A VALIDATING STATEMENT PRIN iED IN THE MARGIN HEREOF IN ' RED INK, WITH A RED DIAGONAL IMPRINT— AMERICAN STATES INSURANCE— PRESENT IN ITS ENTIRETY. IF b YOU HAVE ANY QUESTIONS REGARDING THE VALIDITY OF THIS POWER OF ATTORNEY, CALL 317-262-6262 OR xvd 9.1459 I,'sF'r 9.1 WRITE US AT P.O. BOX 1636, INDIANAPOLIS, IN 46206-1636. f,,yyry�� �h rtt It ,. y ,-,. ,.-..,�.,. '^ -w,..w nFT!'; '4"5l'Hr?fSa±."'4T`( � � A� rt ... �' i?k'^7�T j v t AGn.i crit r t*t i. A.4 •','"� Y,p f�'��r�t),�!S lhf f �vi (# ✓ t ` F S t t P t�,t x:ft. ♦x`7 y., itf ,s} �rN +�'}'ylE;=i,I fiy ,�r �...:; )k�r t.�a 4i r. 1.�. r} f, tt.AA A4 i• .�3.L I� �Y ! t 4}y�i ` 1 ��,, i '. t t_5 f 7 ��• t �.�s � ��2;.r#� s � ,t. (f s✓ �' r t r J p. r 1, J• 4 i � %'� � t��:�� ft s'�t, ....�. v,,r •'�9,.�Y�� •r;i i� .t r r. .'r .F Y 4. i >, ;. y 1 A,.,�i�';1+�'•`?�,., :,' t� U i, A, i �. ,: .,,� •.� r rt a ..at v�,i S c� sal;,{x�^r m{ , �, ,:n;e�'�txw:'. :...,"�tf�/•wJ'} i Fr bt �uti't , 4 t.;, .. „! ...r' (c,.;... '...1 t10 �' J t1 � '> �',+1R 1} t1.. Ar V* •�dim 4 �f`f y �,�; ��..��,d�,s}.`.t�z.,dt3 ,:+�,-,n Spa S.y#„ >;f a.t L r `'•. yr �.. �. tk s.,ji+�t '� rk i. AFFIDAVIT COMPLIANCE WITH PREVAILING WAGE LAW Before me, the undersigned Notary Public, in and for the County of k State of personally came and appeared H tE;i e� NAME POSITION of the NAME OF COMPANY „t (A corporation) ( a partnership) (a proprietorship) and after being duly sworn did depose and say that all provisions and requirements set out in Chapter 290, Section 290.210 5 through and including 290.340, Missouri Revised Statutes, pertaining to the payment of wages to workmen employed 3 on public works projects have been fully satisfied and there has been no exception to the y ; full and complete compliance with said provisions and requirements and with Annual ; Wage Order No. 2 Section 026, Cole County issued by the Division of Labor Standards wr. of Missouri on issued by the Division of Labor Standards on..March 10, 1995 and last 27T '1 amended in April 1995, in carrying out the contract and work in connection with the West x:: rK High Street Slope Protection located at Jefferson City in Cole County, Missouri, and completed on the day of 19 i ry I�i`< SIGNATURES w Subscribed and sworn to me this day of 19 �h NOTARY PUBLIC a w My commission expires: STATE OF MISSOURI ) )ss #fir COUNTY OF ) ,I 2 t.a .I n,,,:. � '{d �'�'''"�' '.r`;;.%�., d:: y �,���'ki""•r7',.,,ty4.,s,:.,.: rr� + '3 vit� t t „r��'�r,�-�i'k+�j ptr��'�'•,•�1,�,�e`a(I�' `,kK�1`�r, 1`^fi', r a w`� � '� es+.rt d'4� ,� �'yl`�b7 i�+K�'tVA•v,,�a>'h.ap,J�,��,.f.�Y,el� t+ r��T'd5'.� 1�,its'1 d.`�, ✓ 1- ,i � t'�a ?� t �1 � �� ^��•xr$�ir±�`��,•t �;tK.`'�u;? b:, +`�.rY't• {:t ,�. �. ++ •'I, v�«>< r�r' t.rug ,� �� �t��tr era' r,�r,� ;r�"Y'(si GA t�^ �� ;J�/YSf�t �t Y���.r�ts,�j=" j t u„ L� k h;��a. 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V "'7:"( L`�a'»!`r::TtY'ait:''d�' '�'a,•• 'r.tr't.r '!•?�'a %, KF in` nplicate unth't}-ie 1l:abor�and=Iriclustnal ' elations�'Gon=ssion§P'.0 'Box 599 Jefferson •�%t' tY a rW-cw,,,,4+• a.t...�.•,••.t .r:, Twwt the , ••c ,iL•,7!':'c5•:i�;:zffid�`•J,n `)7?:: �'h' :C'.Y..a.,,.x.� 2Yf�W.•wyr. i1'.: C� �• x"31.'•� - t_.�, )- )City;��Mo.65102: Such'ob�ect�ons must��e�t'forth;fin:e�mting:the'spec>�icgroundsyofb�ec�i"on.. ...-' '� tt t•r .H .0 • '_,^'t'�,�,'•'. `A t -xt•n'a•:Hi '�5,, C•:tF , rS 'ji. t,• �. ry.,l:'- n�,�a'a` `�"r{+7C'aa' '1*i,'. t'•rv7 ?ti a. 'LEach objection slall,certify�fhat;a copyr}ids tbeenfu�nishedto:the•Div�sion of I:aborBtanc�ards, mil .Hp�S•"u.;.• _,t.�:�a-a!N+ +'y�-1,.y��,• `I,•.;J,.. :'a_,,�b ue 'S-d.»•_: alb �t*' ''� ^•a '}F:' '�'ra:�`b�....SH`rr'�Ca' �r.Yr+a:y�.k en d i' (L,. ,�.M T1•�f.✓.F f••,l. J. t •(. 1 �''• Box?449}Jefferson City i'Mo:65102 ! . .,. e a which requested thisAnnua��+lage ' 76 f,' >y ' �s'Is4'.'`•�•'tt'.`tit- .`dt:Y'?'ij`i'•f]�'•'4`...a. . � ..,•;.✓A;•-��•.._ r.+'. Jt<, 't'+'V r' "�,, •� ,.a. �.,. i y` �.,.•. jqrdertpUrsuanrgo, :CSR F20.5.010(l�:YA certified!copy of=the:Annual;�Wa(�e,/`„Jrder'has�been. ''�' :•'y,-r,`�* �.' ��Y 'S;•L°;Ct�tr'"`> ..••-}.='�'Nth.°;rr,.�•:r+R;t„-r'.,r�',x-..!'"^"NI�E•.?','�tm.)�r• its' ,a•..yt, .Y-•' .� .J t ] fileci.witli.the:Secretary..of:Staterof:Missoun.�,� r. -nl. • �S�t.•�'�r t •c ,•� ..,dl'4�''ir����Y4 .,','.' u'��.1�• L .{' •�'aY�.;:;^• `f • 1 •�t� t '` olleenQiBaker;. ir c or' ivislor'iof!Labor Standards y; VIM +ice ~ r 'eta• lee.r q' '` +�.�'II�t l�•�+�ti� ''Kx`��c��.�F�' •O r„ .'��b�•Skt ~�' iled UVith°Secretarry of State: a x;1 .01d5a..;• - { „ ..� � � ir'-•fit" :�s, ;°;r•,' f � 95, 'rt'a:+.t ' e ^•L`'F , » #Y"� •n;; ':'=C.J. ti 'µ'{`' S; MH "ct••,,.+}�t,' �. ions'Ma �e File u. �� . .� ir .,.��,e�2.,�• .:,,>., St'Date' b�ect ;�»2 `' "rt xi,.:a�.e••�l`;�.y 1,, •,:..;�:_ f;rr. 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So k q, '} T�� ,4:. �' : )CKfty e�tf. �• ✓'.•�'"::�..A." i.'":n t..,�+l a•a �.• 7l1, i r¢ rr ��^ : ' k'reparecl .by'Niissouri Department of -abor and,Industna Relations � �`' t : ;. :[• ..;.5 •F::r.�':+• :2►•.•r...sr.,. ,r,••..w•_ 1:.,.�:.,.,,., a^ •:•.• .�...::. a t � .1•wa ,.. •: '. � u. .. •t'�...:.:+.w ru.a,•w,�ai •f.:."••r:Yf:r."a:..':r{ryrtrt, y.•r. .• ! .� .�-•;, IM• {Y�) �i .'(• } ai„•.?i ,r:r.;'r(''•i'i Ci' 7,J•'-r, t.2'�, 'r S +. •••-}'fY.`:.r, +� w: iisi:r. a•�1( uti ♦tLL .,'L'i` •''�:�:�:V'ar' r�i'.:..•. _ ..{:tr}'f:,4` ,�..{: J!,:�afJ.(��•::T• .1'..'I",.tr.2 1 •+Y` ':t<4; C"'a'y n• 1--,f•r.lr- J':.. •M„� r�t4'";+• k 7��,�•tG�.ta I;��s • tiy, ri,?n Yom'. .r.�.t. ;�:• .l„ !'l:t.��,d':.,•:, ..i:�:'r: 1.'... =• ,yam i_..�.x�'T,;cR• ••Yii-rt �YL. ,�i.:..♦ 't•.r w. :f ` � .,•, ,`141. ' J,•i:,��•�, .J: .•, ,,,<,a t'+"1r:�d:f...,.y:,,'f° 'i:w:?�'Jf 'n t. ,r,.r• .•j){- :t. •i• •yi. .`t ,:;t(::.,i.,.L..,Y,n•'':'i. i�•.i. ���.'r �'•a'• 't'1r ;f1�„ •:ylA,,,ti ,, h.' a:,).!• ,•h.•,. . . � •i i, n `f� :, •:•Sn.,- .�• ./�•:'1v_, j�+.tJi dal..y�: i-�. y. uilding Construction Rates for COLE County REPLACEMENT PAGE Section 026 G� 4A} i. TEffective Sasic er- CRAFTS Date of Hourly Time Holiday`_-.._ Frincie Benefit Payments Increase Rates Rates Rates H& W Pen. Vac. A r,Tr Other _ tos Workers $24.56, 55 28 3.074.52 =' ;. Erma ers 21.05' 57 7 2.75; 2,00 b.16 bz; t rickla ers•Stone Mason �r _ 4/95 $16.35' 59 7 1.85 0.15 515,28' 60 7 1.95' 1.20 0.17 .: ar enters _ 4/95 S17.56 9 3 1,00 '`° ' Cement Masons �_ 1 0.15 lectncians Inside Wireman)_ S18.68:1 2.8 7 1 2.05 2.75 10% mmunication Workers (USE ELECTRICIANS INSIDE WIREMAN RATE levator Constructors I S22.011 26 54 3.845' 2.19 a 0.085t' �En ineers• Portable & Hoisting: I r Grou I 51 95 I $18.67 i 86 3 3.501 3.35 0.43 ANN .50 Grou 11 5/95 $18.671 86 3 I 3.50 3.35 0.43 ANN .50 • Grou 111 5/95 1 $17.4. 21 86 3 3.50, 3.351 I 0.43 ANN GrOU IV 5!95 ! S16.441 86 1 3 1 3.50; 3.35 0.43 ANN .501 i i e Fitters 6/95 c S24 251 91 1 3 (TOTAL FRINGES $9.78 laziers _ 1 $11.00: FED I 0.341 0.28 0.45 HOL.18 ' { A 1Laborers(Building):General ! : S12.75; 110 1 7 1 2.30; 1.20 i 0.30 _I Semi-Skilled _ X13.10, 11011 7 i 2.30: 1.20' I 0.30 r _ 2,30. 1.20 �-Pod-Cariiers �j_ S13.10, 110 ! 7 1 I 0.30; 1 Plasterer Tenders I 1 $13.10 110 7 1 2.30: 1.20' i 0.30' ,. Sewer Tile La ers-Bottommen I 1 S13.10. 110 7 ! 2.30. 1.20' 0.30! athers-Metal, Wood I 4195 'USE CARPENTERS RATE inoleum La ers & Cutters I 4!95 1 iUSE CARPENTERS RATE 516.35; 59 7 1 1 1.85, I arble Masons 4!95 1 1 ` 0.151 1 ?Millwri hts 4'95 ;-; S16.03° 60 1 7 1.95: 1.20 1 0.17 i a} , _.• orkers S 15.87 11 1 8 i 2.62;! 4.55; 0.23 } �r rs: n Painters Brush 1 4195 i S14.40 i 18 1 7 1 1 1.00 i 64" S ra 4195 i l S14.40, 18 ! 7 i 1 1.00; 1 4!95 + _ $17.56 9 i 3 1.00' last lumbers I S16.00 FED i iPils Drivers 4/95 i 1 $15.68' 60 1 7 1 1.951 1.201 I 0.171 ;;E '` 0.14 r oofers I 1 $17.35; 12 i 4 1 2.651 1.85• heet Metal Workers I 1 $17.74, 40 1 23 1 3.01 1.991 1 0.27 SASM1.77 Si n Hangers S rinkler Fitters ! S9.00: FED ; I I I I ' errazzo Workers ( 4/95 ! 1 516.35; 59 i 7 1 1 1.851 1 0.151 - ile Setters 4195 ' 1 516.35; 59 I 7 1 1.85 0.15 'Truck Drivers,Teamsters 4195 f 1 513.50 101 I 5 1.751 1.75 'Well Drillers I (USE BLDG CONST. ENGINEER GROUP II RATE elders-Acetylene & Electric Yir1 . •, ANNUAL INCREMENTAL INCREASErl 1�Y; rjKi� SEE FOOTNOTE PAGE ° ANNUAL WAGE ORDER N0. 2 ,1141��Yif�$f � •.la, `s`yY�i,dw�r,i.� f �;ss � + � jf �1.,' s er i�'t,.ry'x.{txy,,. � .y`�;,'e4.7 }. s4w .�: 1� fro��'�»"ai" � }" t 1. e � S, r:,.t.i, rys�.t �,,.�^���..f ���,• .fit It �. , A z' .._ r. ;•. i r �s E .t if{.� S) +„ §`i,( 1 ( i:"M,• :r l "[. h,y .i h f` Y✓ f St°.�' a1`�x'ti4"..�k k 7 iy itw•e�Zl�tk t��•5���1t..,�iit�f�}l t�q t ,� '.. ,., .r�.` ;.:. _• 7-1 ' �.r' ,., -• .. „ y;t7r- �� :�:+ 7u'"�tpC*`tf''!°. '� ... ,... �, .. t } K�a �! tf YF (. t� x i.�, y x x L 1 a SK.y algf,t a i• ., g.�{u,t~� t �',�t.LkF.. �/��� i����� '�.�. �:'��,�y!tdY tt.Y':r � �.•. r S n ., ': 4 f:. Y :� p7t• ^fd c"�•° 7rvY'tdt {k; 'f , p t t 1 "t51t1�"�.�'i ti, .r,•,:�:�.i4t'vktKi' Ni•Y .. Gv. .:.:z w�i iit5�, °t ilding Construction Rates for COLE County Footnotes REPLACEMENT PAGE Section Effective asic i- j 1 CRAFTS Date of Hourly Time Holiday. Frin a Benefit Payments Y Increase Rates Rates Rates H & W Pen. Vac. A r.Tr Other :•,der., N W tth, .tr" � I •.�1 t .• Welders receive rate prescribed for craft performing operation to which welding is incidental. se Building Construction Rates on Building(s) and All Immediate Attachments. Use Heavy Construction ' tes for remainder of project. For crafts not listed in Heavy Construction Sheets, use Rates shown n Building Construction Rate Sheet. - Vacation: Employees over 5 years - 8%; Employees under 5 years- 6% �l? nnuity Trust-$1.80, MOST Program - $0.205 j II work over$3.5 million total Mechanical Contract - $24.25, Fringes$9.78 , II work under$3.5 million total Mechanical Contract - $23.16, Fringes $9.72 F 4 I:. rim r� !R 6Y 1 �F NANNUAL INCREMENTAL INCREASE ANNUAL WAGE ORDER NO. 2 6/95 ' 5 �'�i j yr4lxtf� T 1 t .7 � �F.rJY�p +{£C�Y`L.F•,�i t` .Yd,•Jv rjt��§!"))1/ ty � �3 ,h kt tr�'ts 4 zk,2 it1 t�{ �>rs t* � ��i c1}V/¢ v6 :{ S� �} 'l` � t P� i��� Lt S;ll f' IPr,�i��"� .1,�+t!,• Y t�$42 Yr i} /'tktdl ��t X��b'4k'!I '!'�t��k'� �,.Y4+1� .. t � •i th '�' r . t'jr e '�,'�f'4•'x t3t�}'ux �r4�}R�u°t f�f�ttl� s}t r{t �.l uyF;}f 1i� t W�""L'�i h:•,,1, f ',1 7 w �3���•, t' ��� t. t t t 'ft ft.flf�'/,}ii+` ) ,.7t.rr 1t f •�� ry 3 �5.�1'�`ii s�",Ydr f S"tlK � t{_ ,•%r.9 i'. � i 7 3 l:t t •�sr.*�''2(S it .C?�st r''��1.�? t x fui33�di�t,. 135 tJ.t rt y 'ty�{t al •it��} t:,ld�+l��, , �,Y• �•rat} f';� f y J t F:.' �t r+ A�L .}i ,t d t4 .�w' "�T)•,t,� in,r k '�t1M 2 jytt`lAAA.ltR : �. k J• , AA Y$Wi ,! rrti t 'i t t . t 1.,� t' `ttxt�.t1 "�.,r.L•;..t?7,xttYy-'\\%f•�'�'?�+;�,��-�' u"'�'� a?S..h,`'.TG �. u�,,� {� �t 1" t 1 d 'x�'t H•Cr�k ir``1ti I n � >? r Y 1 t t }H y >. a Y Y a ,��f',,.54•r{Ey,3/I 4� 'ln !tr'e" rt.j t e fca47 x.1h3�6C'`tr,y-r,€!t�`f t_��t t¢ �.Stt�xiZt>.i�y 'fl•4kt.�1�` .�{'�, '.A mmHg I r 5Ji a ��3t e� "�3 r `• ,�� �J,�5+' � � f Y � ��G�t rjy¢ �t� f' Nfl',y' + •sty " ,4, > r{,s 5�/ �y� ;.+�1�t vLl x{r,�f.r1 u Y3}¢;}�" {� *zrrr Eiyt�1'�t,` Y t c i �`1 �,t•� qtr •r'�. �'p,t f ,a�})"Rr"f�`i.:s �ii°'il:>.'�tt.,�'{r 9����ri�`°c'#rr'�i'. rJ�( {^t�c.i:�c 2S•tJtR'.V� `��� G"z���yS �. FVa tt Yl�?c:h�(fy�fw5 i��,�t'S FS)a,.5 +5 1 Sa.f�i� ry`R.At�•�.' �N�};Rj !.';'a 1->it;T.�'�jf�',iS-}J�r<�`,;,t'7, f��.��A.7� `}tyi��t!.L'� t?.i4`.p!i'1 s�r���; Y c. :.'t,�l�.h.:;�;>J,�j �'{.r7��`p�t�hA tP 4t` ' nly� tit.. �i n 1 r:yt xfii'.r�1 Y` a t,Ct t.: �.t.�n. f i Y •t i t �,., r ,� .. 1 t d t,317�� r ra•}f ?ty }';� �r Ly�},� 4 P, rJ.......,....,.�........,.5«.....,t�:_..:, ...__,.__._...•,..n.,u• i»ss'sct,-n ,.r�ti,.:,usi . •. .;,.. . '.:' ? ..°.. ., 7. tj r,d i,l'`,.r.', a,(` ;JQ'r,•� .'p, , t� OVERTIME RATES FOR COLE COUNTY OVERTIME RATE ENTITLED FED: Minimum requirement per Fair Labor Standards Act means time and �5,.;' t il� N -half (1h) shall be paid for all work in excess of forty (40) hours per work week. o .i. 9: Means eight (8) hours shall constitute a regular work day, etween the hours of 6:00 Y. A.M. and 4:30 p.m. , Monday through Friday. All work performed in excess of the eight hour work day and on Saturday shall be compensated for at one And one-half (S�j) times the regular pay. In the event time is lost during the work week due to weather conditions, the Employer =< ?, may schedule work on the following Saturday at straight tine. Sundays and holidays shall be ; •z compensated for at double (2) the regular rate of wages. K0. 11: Means eight (8) hours shall constitute a da 's work from 8:00 a.m. " from Monday o Friday. y � to 5:00 p.m, s=- Y Y Time and one-half (l ) shall be paid for first two (2) hours Monday - through Friday and the first eight (8) hours on Saturday. it through Saturday shall be ( ) Y All other overtime hours Monday •. paid at double 2 time rate. Double (2) time shall be paid for all time on Sunday and recognized holidays or the days observed in lieu of these holidays. 1-1fNO. 12: Means the work week shall commence on Monday and shall continue through the •' �,,,.z>��,�,�.,,.4 ollowing Friday, inclusive of each week. All work performed in excess of fort in one week, shall be paid for at the rate of one and one-half (1�) times the regular)hourls t:_ wage scale. All work performed within the regular working hours shall consist of a ten (20) hour work day except in emergency situations. Overtime work and Saturday work shall be aid at one and one-half (1 ) times the regular hourly rate. Work on holidays and Sunda s shall s' ,..J,• be paid at two (2) times the regular hourly rate, Y No. 18: Means a work week stall consist of forty (40) hours in any combination. worked over forty (40) in any payroll - of time ion. Any hours (l ) . All overtime work and work perf r ed on Sundays paid nd holidays shall be paid at the rate of double (2) time the regular pay rate. HO. 26: Means a regular working day shall consist of eight B g ( ) hours, between 7:00 a.m. and ;: 5:00 p.m. , five (5) days per week, Monday to Friday, inclusive. Work days and before and after the regular working day on Monday to Friday, inclusive,n Satrdays,Shall lased as overtime, and paid for at double (2) the rate of single time. Holidays shall s , paid at the double (2) time rate of pay. No. 28: Means eight (8) hours between 8:00 a.m. and 5:00 p.m. shall constitute a day's work five (5) days a week, Monday through Friday inclusive, s :all constitute a work week. The Employer has the option for a workday/workweek or four 4 ten 10 hour days (4-101s) 3 .' provided: ( ) ( ) y ?: -The project must be for a minimum of four (4) consecutive days. -Starting tics: may start as early as 7:00 a.r. ,r i -Work week must begin on either a Monday or Tuesday: f a holiday Y ay falls within that week it shall be a consecutive work day. Y• (Alternate: If a holiday falls in the middle of a week, then the regular eight (8) hour schedule may be implemented). r.? ' -Any time worked in excess of any ten (10) hour work da '�"�'�'�'f;.�, 'J:•.::, shall be at the appropriate overtime rate. Y (in a 4-10 hour work week) ti ``All work outside of the regular working ours - 9 as p. o:ided, Monday through Saturday, paid at one & one-half (1 ) times the employee's regular rate of pay. All work ` from 12:00 shall be a.m. Sunday through 8:00 a.m. Monday and recognized holidays shall be aid at performed double (2) the straight time hourly rate of pay. P SAF11P : = MO. 40: Means eight (8) hours per day Monday through Friday shall constitute a fort :,3z ` - i,,,hour work week. The regular eight-hour working day can begin as early as 7:00 a.m. and (end as late as 5:30 p.m. All hours worked on Saturday and all hours worked i hours but not more than twelve (12) hours during the regular working week shall be aid tv*F 4N n excess of eight ;'� for at one and one-half G1 ) times the regular hourly rate. All hours worked on Sundays pand holidays and all hours worked in excess of twelve (12) hours during the regular working dat�tr r4. (.'; shall be paid at double (2) time the regular hourly rate. g y NO- 55: Means the regular work day shall be eight (8) hours between he first two (2) hours of work performed in excess of the eight (8)6 hour work day, Honda' h , P• s V f=� hrough Friday, y, and the first ten (10) hours of work on Saturday, shall be paid at one & � £' t. -half (1 ) times the straight time rate. All work performed on Sunda } n excess of ten (10) hours a day, Monday through Saturday, shall be�paideatedoubled(2) ?�y straight time rate. !! JAI. WAGE ORJE? NO. 2 a (, � tA:!'c 1 CF 3}AGES '^: 7 ....,.�..,..,,.r�7w+rw�•—,.,..........____��,.....�.,.�,.•,o.nl�ht.�a,,.sn _-.., e� `��Yr 'ir`C��� s°^;}•} �`dt p{73`fg5� T� ` 4 s:n,.:� J,�yarri+�i,: �Yt.tbt�" `a � i t'�y�b�s'x''r`,7 �,r""' s 'Fi y`}� y .� i r :;��ri 'ix ' 7'£{'.y�:,.,'�s"�'i 2 r,e. ! 't`' ,r;i .s.r,6,,, xfi��t.T••J?,};�� .,��a .� ..,•/{ry`;?+:!�!.ditis.r�,y�.ti;�Pi t t. . r �' t'; `' t . .r �•., s. tr: i+'r �ai�S§"' �r 4'.`• r. 1 ,J k. Y.tV.,i,h4• ��� 4 r �i'f 4 } ':t x, .. ' ,'J f� .,..1. l 7 C•.I�h�`E'yyY..t,t�ifl` "'"9�+ },+�{1�C �4 J .. JY •f,r, {�n�i�. J�h �S yt. ...�.�....,�.-�..,....,....,. .. ..•-.—,........d..—.�...�....a-^mac-,.-...-.-T �-,—....w...,.,iTa•--�-- . ..,. ..»............. .,. :.i . ._ 1•n: . .•� r ( ;4t�{r� z�t�ut� '� a t.t r� " evy?t'p H'.%CGftf:CbHl�IR1q , � LiS�'_. V 0. N0. 57, Means eight (8) hours per day shall constitute a da week, Monday to Friday inclusive, shall constitute a week's w/work. The regular(st0arting time shall be 8:00 a.m. When circumstances warrant, the contractor may change the re shall to four (4) ten-hour shifts at the regular straight g i�nea.s . regular g time rate of pay. The first two hours of overtime worked Monday through Friday and the first eight (8) hours on Saturday ,fall be paid at the rate of time and one-half 1 #3 ( �S) A1;, time worked in excess of ten (10) n Saturday and all time worked on Sunday j— hours, Monday through Friday and eight (8) hours o and holidays shall be ,;_ •?' paid for at the double (2) time rate of pay. ,.� N0. 59: Means that except as heroin provided, eight (8) hours a day (which may begin as °cs •` `1 early as 6:00 a.m. ) shall constitute a standard work day, . Yy and fort ) constitute a week's work. All time worked outside of the standard(eighto (8 hour work day shall and on Saturday shall be classified as overtime and paid th All time worked on Sunday and hqlidays shall be cleasif d as ao overtime a d paid one-half t th ( ate of double (2) time. The Employer has the option of working either five (5) eight hour days o �' or four (4) ten hour days to constitute a normal for 4) ten-hour work week is in effect, the standard work day shall be consecutive ten (10) hour periods between the hours of 6:30 a.m. and 6:30 m, constitute a weeks work, Monday through Thursday, inclusive.rt Forty (40) event per he job ies down �;: for any reason beyond the Employer's control, then Friday and/or Saturday a 4 of the Employer, be worked as a make-up a Y Y, at the option forty (40) hours per week. When the five day t(8)z hour time not to work week is cindeffect10fo=, ure or hours per week shall constitute a week's work, Monday tl�rough Friday, inclusive.forty (tho event the job is dawn for any reason beyond the Employer's `.!t+ option of the Employer, be worked as a make-up ay straight timetnot to exceed eight (8e ;+ hours or forty (40) hours per week. ) NO. 60: Means a regular work day of eight (8) hours shall The Employer shall have the option of working five 8-hour days o om 8:00 a.m. to 4:30 p.m, through Friday. If an Employer elects to work five 8-hour dys during workweeyk,Mondadas worked more than eight (8) per day or 40 per week shall be paid at time & one-half (A) the � hourly rate Monday through Friday. hourly Monday through Friday, or an If an Employer is prevented from working forty (40) d) , Saturday or any part thereof may part e worked as aymake-up day at the straight timearater i an Employer elects to work four 10-hour days, bet%,:een the hours 6:30 a.m. and 6:30 p : any week, work performed more than ten (10) hours per day or forty (40) hours per week all be paid at time & one-half (A) the hourly rate Monday through Friday. If an Employer is working 10-hour days and loses a day due to inclement weather, he may work ten (10) hours Friday at straight time. Sundays and holidays shall be compensated for at double (2) time the regular rate of wages. ALL MILLk'RIG:iT work performed in excess of the regular work day and on Saturday shall be compensated for at time & one-half (A) the regular Millwright rate. ?, `;%,,•:; s ?io. 86: Means the regular work week shall consist of five (5) days, Monday through Friday, u { beginning at 8:00 a.m. and ending at 4:30 P.M. All overtime work performed on Mond Saturday shall be ay through half of the 11 be paid at time and one-half (A) the hourly rate plus an amount equal to one- and holidays shall be paid at double (2)d the Thourly rate plus an amount equal oethen pension, welfare, and JATF contributions. Y p pe , NO 91: Means eight (8) hours shall constitute a day's work beginning at 7:00 a.m. and r , ending at 5:30 p.m. The work week shall be forty (40) hour beginning Monday an ending Friday at 5:30 p.m. Employees shall receive double (2) time for ver eight hours in a work Y ( ) k day or for over fort 40 hours in a work week form Monday through Friday. Saturdays, Sundays and recognized holidays shall be Y paid at the double (2) time rate of pay. `�"°�x;���`' ' !K�';':fit,: .r F./.}w,r4l•. caot�:anZ JUNK U r WAGE ORDER PACE Y OF 3 PAGES ' Jp}} t .Tjtt�`�'o tiSL';!�•�7 J I 'i k t� ? �5 a .. ,fty 'y�+7 '`orb- y. i t ur tr fkS}S�{9z�Y ��ff rt+� t ,l5 .r.. r. y .�; �•, t 1i�t` �?t l t4 zY ��'� �' iS i14,i 4.a.:�. �I}.ti ��4, i.G.;•f��"`=����F. r�� :'!{7�"J+�(,'�ti°`J h4>.�i .rrt :(,tt s � r f!, t � e�Y ; qi,L,Cv,�''';1`��:��jiY t• rf y T� ti1sf,�w i T �t .j . �.;' � r t ;�• •t`y�(��yyY��.(.i ���q�"�y"���k'y� ��'' ; t y..._.� ti',. ..^rf. �t�7�+ir,ts"tn .fit �.k{rfy* .i;.dr�'^��».•R,.t�aN�r:�Yr`.t�ya.Y.!N'±"y,..F+"} w.. - ' ,iri•Yk����ttr X'i. ,'. � '..y,..,....;a+.r�...+sa,..i,.,:.•...j_............._..... .K...w, ,.. .+r�^ _, ... . .,. , ,. ..,....._......_.,.,..... _. V..,,.i sJ.r.t..a....:e y N0. 101s Means eight (8) hours a day shall constitute a standard work day, and forty (40) hours per week shall constitute a we work, which shall begin on Monday and end on Friday. time worked outside of the standard work day and on Saturday shall be classified ag ,time and paid the rate of time and one-half (1�) (except as herein provided) - All time on Sunday and recognized holidays shall be paid at the rate of double (2) time. 'hr " 'Arting time may be as early as 6:00 a.m. The Employer has the option of working either five (5) eight-hour days- or four (4) ten-hour days to constitute a normal forty (40) hour t _ � work week. When four (4) ten-hour work week is in effect, the standard work day shall be consecutive ten (30) hour periods between the hours of ' 6:30 a.m. and 6:30 p.m. , forty (40) hours per week shall constitute a week's work Monday through Thursday, inclusive. In the event the job is down for any reason beyond the Employer's control, then Friday and/or ,Saturday may, at the option of the Employer, be worked as a make-up day; straight time not to exceed ten (10) hours or forty (40) hours per week. All work over ten (10) hours in one day or forty (40) hours in a 4-10's work week shall be paid at the overtime rate of time and one-half (1h) . When using a five (5) day eight (8) hour work week, and the job is down for any reason beyond the Employer's control, then Saturday may at the option of the Employer, be worked as a ,,rake-up day; straight time not to r` exceed eight (8) hours or forty (40) hours per week. f iNo. 110: Means eight (8) hours between the hours of 8:00 a.m. and 4:30 p.m. shall constitute �a work day. The work week shall commence at 8:00 a.m. on Monday and shall end at 4:30 p.m. tz on Friday. All work performed on Saturday, except as herein provided, shall be compensated at one and one-half (1�) times the regular hourly rate of pay for the week performed. All ;a + work performed on Sunday and on recognized holidays shall be compensated at double (2) they # ¢; ' re g ular hourl y rate of p y f or the work p erformed. If an Employer prevented from working forty (40) hours, Monday through Friday, or any part thereof by reason of inclement weather } (rain and mud) , Saturday or any part thereof may be worked as a make-up day at the straight jtime rate. The Employer shall have the option of working five eight (8) hour days or four ten (10) hour days Monday through Friday. If an Employer elects to work five (5) eight (8) hour days during any work week, hours worked more than eight (8) per day or forty (40) hour per week shall be paid at time and one-half (1' ) the hourly rate Monday through Friday. If an Employer elects to work four (4) ten (10) hour days in any week, work performed more than 4,r , ` ten (10) hours per day or forty (40) hours per week shall be paid at time and one-half (lh) V_ hourly rate Monday through Friday. If an Employer is working ten (10) hour days and s a day due to inclement weather, they may work ten (10) hours Friday at straight time. 4ry7 �, ,; `day must be scheduled for at least eight (8) hours and no more than ten (10) hours at the ,.rai ht time rate, but all hours worked over the fort 40 hours Monday through Friday will ;t 9 W �r Y ( ) Y 9 Y �,. be paid at time and one-half (1�) overtime rate. ""1W Att,f •771, LEOT,AM': XYNU?kL WA;,? ORDER NO. 2 PAGE 3 OF 3 PAGES ), ' f ; .Q@•'^s ..� .1 !'w^,r"*'a.a.rmtAitMNVw.+'^'^ ............. ^r'+agRWt7yfY�'�r ri ftr4dF�'fird:try,j'f.tk 1t 3 :, tfv {i a�i`� t �'A ?�J �'.r`,�ti='y �'''cayQ;�4:�;�: Zr. "'`r• 7 .^b. �$1 ,.t.,'*rn:ra7�'e 1 t t't Yeti�' t�6 r r S' •,t ' ;? 'i,1 [ ! {y.1 s .:.t bt s ti,.pa;Yr{1�t, :Y'?., Y >iy) '' .i'' ,� 'a" ;y P' cy`1 `�Y.nd+{•Ctt kSl °1.,`? '�, "a,7t �r a' p r .a. ! ,�f i , t � s r .�F r , ,p (.� ��s.s;D ,�' � •.�'�` .Igr, .}t : i ` z Z r + r r3 tt St s . ? o ecJi ,� i �YrS,t;���'-..�:, t� a..y,A 2 tfi.�a+.��?:: 2:. '� �_, i 1 I'i'7 <i� ,•.t. `.; -'t fit. ��. � er'3•{st � "9w✓ -•dPr4 k'4+t.,»ta i°�:, t i*'.g r �,;y+Y(A, �'�i'M��Sn', ri;i� ' 4�c>x S \5�}t +.f,. t.t' r .,.f"rs i .:.i:j .i j.. , r x r• t t t r f �1.. ' {, t..t �t'S«.:tf{,iQ3t. ��,f,;*"e•',;7.,�f��§ y '•�t �'�:9 � s reti3a',z}.,�.,s ry (r•4 r$� t\; � •fR ,i" � t �,. t i..t.' :•.• ''%+.. ,3<.3•, .�� 4 .eta- .'t .,. r .r f .n. '.0 t», :.r.r t "j i � 5 ..i,.: �" fy + 4V" ra}c�r.t.ieso,°a1}7.,,'L�,f•.rld`y'"3 ;}, ��kni}F �t b `"., f.' ,t yt�'`.tA t;•,?4'Z:F„� �rC:' , K „et'., 'i. t t'.:.a >? i I k a.' 3 t t $\r'; :<4• t�,�'r1 r r i +k71 1} 5 $'.. .t�t, i. » S•- .i ,E.s i: a. r'� ;' �{>. ,,s,yjfi,t fitly"n,'.i,V :i�i'"!'a' +. 's' y t yt �✓ ,+ ,4. +.t: ,gA';r",!s� 1 '�� ,�, ''�;9 .i,i"• Ci sr �.'-: t +'.� i i !i+ ):` �ts�jn2S,.(�' �t3s�ft4�`,t_N y.Jl, � v `t!* �S ,,..'t#td'�},`{�1``"� .iW '`4th,•,`' ..y= ,. l,v'nfe++n4+wYNe1Wt.wi-t.+!+tY i"4'Y( ... it�r HOLTDAY RATE SCHEDULE - BLUL.DING CO\STRUCTIO'`�' ,. 1t All work done on New Year s Day, Decoration Day, Fourth of July, Labor Day, ,. Thanksgiving Day and Christman Day shall be paid at the rate of double time. When one of the ,... .., n,�mbave holidays falls on Sunday, the following Monday shall be observed. o. 2t All work performed on New Year's Day, Memorial Day, Fourth of July, Labor Day, b . Thanksgiving Day, Christmas Day, or the days observed as such, shall be paid at the doublet'" ;,,•,time rate of pay. NO. 3: All work done on New Year's Day, Decoration Day, July 4th, Labor Day, Veteran'a Day, n 7-I Thanksgiving Day and Christmas Day shall be paid at the double time rate of pay. Whenever f ` any such holidays fall on a Sunday, the following Monday shall be observed as a holiday. a . No. 41 All work done on New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving and Christmas Day shall be paid at the double tine rate of pay. If any of the above holidays fall on Sunday, Monday will be observed as the recognized holiday. If any of the above holidays fall on Saturday, Friday will be observed as the reco nixed holiday. Y Y Y g y WO. 3: All work done on New Year's Day, Decoration Day, July 4th, Labor Day, Veteran's Day, ij Thanksgiving Day and Christmas Day shall be paid at the double time rate of pay. No. 6: All work done on New Year's Day, Memorial Day, Fourth of July, Labor Day, Veteran's Day, Thanksgiving Day, Christmas Day, and any additional holidays which may be mutually , = agreed upon shall be paid at the double time rate of pay. Whenever any such holiday falls on a Sunday, the following Monday shall be recognized and observed as the holiday. ^ No. 7: All work done on New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, and Christmas Day shall be paid at the double time rate of pay. If k a holiday falls on a Sunday, it shall be observed on the Monday. If a holiday falls on a turday, it shall be observed on the preceding Friday. 8: All work done on New Xear's Day, Memorial Day, Independence Day, Labor Day, Veteran's e paid at the double y, Thanksgiving Day, and Christmas, or days observed as such, shall b ,t time rate of pay. ;°- NO. 9: All work done on New Year's Day, Memorial Day, Fourth of July, Labor Day, Thanksgiving Day and Christmas'Day shall be paid for at the double time rate of pay. Any one of the above listed holidays falling on Sunday shall be observed on the following Monday and paid at the double time rate of pay as all observed holidays. s Wo. 10: All work done on New Year's Day, Memorial Day, Independence Day, Veteran's Day, Thanksgiving Day, the day after Thanksgiving and Christmas Day shall be paid at the double (2) time rate of pay. Any holiday which occurs on a Sunday shall be observed the following ! Monday. No work shall be performed on LABOR DAY except. save life and property. `4.l a° N0. 11: All work done on New Year's Day, Memorial Day, Christmas Day, Fourth of July, and Thanksgiving Day shall be paid for at the rate of double tine. Positively no work shall be Jperformed on Labor Day. Martin Luther Kings Bii-thday, Veterans Day and the day after Thanksgiving Day shall be considered optional holidays, and if the employer and. es:,ployees agree that work will be performed on that day, no pre=i= will be required. "X, NO. 12: All work done on New Year's Day, Decoration Day, Independence Day, Veteran's Day, Thanksgiving Day and Christmas Day shall be paid at the double time rate of pay. Under no { circumstances shall employees be permitted to work on Labor Day. WO • � t:• Rio. 13: All work done on New Years Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day and Christmas Day shall be paid at the rate of time and one-half (1 1/2) . Memorial Da Fourth of July, Thanks giving Day, Christmas Day and ?io. 14 t All work done on H y, Y 4,;. New Year's Day shall be paid at the rate of time and one-half (1 1/2) . No work shall be done ;<• , , ` Labor Day. When a recognized holiday falls on Sunda the following Monday is observed y gn y Y� 9 Y the holiday. + .c i' b� ,,; A_ ,MAL WAGE ORDER NO. 2 PACT 1 OF S PAO� a. dr n. L ``. ""^f v:t•"<.w '�Mb?aYgLfli(!R'D�n"..�..'- -n •.a:r.... .. -.., fn• .. R #�' "•,.,,,..T„ r((b;+�krn 7ji a3,{sv-t z ! f r a N 4 .JY r< r,...ra..... � � `4 ��. }�+ t ,,, r JN"` ..�� z .. .t .a.'c?,ASvJi„}iaS,yG,7..'�!' t�•.,'yal��tp+�•f,,`E�,� �� fSE' t t Sr..^n t} &.a. x3rt it t TAt'4ar t y�,� ( y �. � 1 j'. e , a t _� �•. 'ax - {� Al, 3 t`jf' 7 t` V YS d. ..x "� 7 f fY'1, t r•rrt i d 1 x,r4 7.+.tl��s !t.! J' z t'.,f 5 � 1 ,.... tT ,�. rr 5'l i,t i` a-y � r+rJ�tif.a�I,,"e-�L�:j�{�r�•r� ,- # A4}a,ic e S z-,., �� - � c r, E � o j�,F a ra t{f g." f ,fi{r•,. a .f lmsar•u+lH7wkV0lSrtbtU'Y•inw4•.i W`d.::; ._•.`..._..l.+r•^.brmtkR{µyn, •VY;SM lY!'.-.. `V s.l ! Y t i• }.<. t �+:-t. i. 1+t:'' lk Pt0• 15: All work lone on New Year's pay, Decoration Any, Inge o . `� r•4."= ,�.. d Christmas Da shall be aid fo. at the rate of double tine. Y p p_ndence Day, Thanksgiving DaY4y - I:;. Labor Day. NO work shall be performed !•. 16: There shall be seven (7) recognized holidays: New Yeas , Independence Day, Labor Day, A_-rnistice Day, Thanksgiving Day and Christmas Da441 " any pretense shall be y� ' :' performed an Christmas Day, Labor Da or Y No mark on , performed on the other holidays shall be paid for at two (2) timesdthenregulararate of pay. NO. 27s All work done on New Year's Da}r, Decoration Day, Fourth of July, Labor Da .,.ri ' t Day, Thanksgiving Day and Christmas Day shall be paid at the double time rate of pay. no work shall b�e petted on Labor Day until after 5:00 p.m. , and the rite of pay shall be double time. NO. 181 All work done on New Year's Day, Me-morial Day, July 4th, Labor Day, Veteran's Day, Thanksgiving Day, the Friday following Thanksgiving and Christmas Da shall be double time rata of a P Y When one of the above holidays falls on Sunday, theafollowine � Monday shall be considered the holiday, Q ac.,rFeiic:•, y, and when one of the above holidays falls on Saturday, the preceding Friday shall be considered the holiday, and all work performed on said day(s) shall be paid at the double time rate. NO All ,,tr'.•.t:..,,r r., ,', 29: work done on New Year's Day, Memorial Day, July 4th, Labor Day, Thanksgiving and Christmas Day shall be paid at the double time rate Of a {' f g Friday following Thanksgiving Day provided he or she has notified theirlsupervisoraon the 7Wednesday preceding Thanksgiving Day. �xO- 20: All work done on New year's Day, Memorial Day, Independence t ' Thanksgiving Day and Christmas Day shall be �endence Day, Labor Day, ]holiday falls on Saturd�iy, it shall be observed on aturday.double When ratpaid pay.oiday falls 4 5' Sunda y, it shall be observed on Monday. NO. 21: All work done on New Year's Da 7 •.. Y, Nero, ial Day, Independence Da Labor Day, n3csgiving Day, Christmas Day, or days locally observed as such, shall be paid at te le time rate of pay. If Saturday falls on a designated holiday, all ho paid at the double time rate of y. Y, urs worked shall O. 22: All work done on New Year's Day, Memorial Da Ind Y, pendence Day, Labor Da hanks giving Day, � �� • 9 g Christmas Day, or days locally observed as such, shall be aid at the double time rate of pay. If a holiday falls on Saturday, Friday shall be observed; falls on Sunday, -Monday shall be observed. O• 23: All work done on New Year's Day, X—orial Da Independence y. h, prec recognized Day, Labor Day, Veteran's ay, Thanksgiving Da Christmas Day and Sun..ays s..a11 be recognized holidays and shall be `=``f4+z°':` ?;;; paid at the double time rate of pay. When a holiday falls on Sunday, the following Monday hall bee red a , onside holiday. g ;°�+�;•!t>.+. �. L O 24: All work done on Christmas Day, Thanksgiving Day, New Year's Day, Ne.-morial Day,Independence Day, Labor 'z. Day., Veteran's Day, Presidential Election Day or days locally lbserved a such, and Sunday shall be recognized as holidays and pay. Y paid at the double time rate ' = 't NO. 25: All work done on New Year's Day, Me-norial Day, Independence Day, Labor Day, Veteran's ay, Thanksgiving Day, the day after Thanksgiving, Christmas Da Presidential Election Da G; q' �'"t,' i•. :. r days locally observed as such, and Saturday and Sunday shall be recognized ns bolidrysyr„ '., J:1. nd shall be paid at the double time rate of pay. z.. NO. 26: All work done on New Year's Day, Memorial Day, Fourth of July, Labor Day, Veteran's Ff' ay, Thanksgiving Day and Christmas Da shall be }` Holiday occurs on Saturday it shall not be observed on either the previous Friday pay. Holiday w, ollowing Monday. Such days shall be regular work days. If such a holiday occurs on Sunday .'. it shall be. observed on the following Monday. { '.` . DO. 271 All work done on the following holidays or days Observed as such shall be paid at tha � �"I le time rate of pay: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's =t.s, Thanksgiving Day and Christmas Day. AN`N'UAL "►'AGE ORDER NO. 2 rJ ?A=-2 OF 3 PAGES. is �.}!{f��N�t.A..`tii f .. .; ' i.. ”• .+ '�dd3'r�fib'Ay,-`'�I,N�'vs�1�k1 �4�N�S�,;SiY S {t"�a�"'� *t .a � i t !(s �'f }'rGr ����tY�y'����}�'t"1''�„;Jl r:!7.{ry3,ii t!,.l{„ �e ' '} ;l �r .t f r /• .. .. ... f s k I s ` w �f{: ,&•l�r i ti$i ky'�� ,yD�lhr j!t.., i tl�l u tt:: r �' '.i I � 1 f nl{ 3,Fr19'7J r {•Lxtd(v.4s+'Y�t 37; t rI I r ! ( ::+ { t Snrra�;7-.71, � ��i N�� ��« �E{ nk;ht 1ri '.�t r.�'ti `~II i Y - f ,( .•J .I ;'. F 1 V�;l'(»'.,Y•{p'= 5 r`... t.gp ;��K.''X•r.:• y:(41� I iri,. r t. ..zX t1 _ ff t 7t.sF t(E C r r�,.,kxt 7.:i rl'IXI'!'f1"t��t+sn ltZt �, ViYI.S c C "� ti l: .} r}.• t L cur >`.r'J 4'r`�F, S,.lgl + n � t LY.i..1 �w�>rr xtr�1 JJ.�, ( � I''., .r . '� r.�.7�'a�y, �F`'b"Z •�.,M4e,°P`8�' r ,#, ^/��"i��r;.�, .. Y ir'' 1-I`(k 6�" I J .l •t�T a q {t n rs t t t t 1 s +.�c.7,xX'>'.. strclat N krjf x•�:r'£c�rr'. ..;k'. �'�J�'F.v4iP."�Fe ,ckiwa>k�bivkti► }4, I' l .�ti74t3� �r"��:1... i No. 52: There are four (4) paid holidays and they are: Labor Day, Christmas Day, Memorial a and Independence Day. For these four (4) days, all regular employees shall be paid for ' y' V fight (8) hours of pay computed at the regular at time hourly rate, although no work ;y L ..:,'a performed. Employees shall receive the double (2) time rate of pay for any work performed , : .,:.:. °' on these recognized holidays. No. 53: All work done on New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Christmas Day or days observed as such for these holidays shall be paid at the double (2) time rate of pay. No work shall be performed on Labor Day except when triple (3) tic:a is paid. When a holiday falls on Sunday,•the following Monday shall be observed as the holiday. When a holiday falls on Saturday, the preceding Friday shall be observed as the holiday. , 54: All work done on New Year's, Memorial Day, Independence Day, Lobar Day, Thanksgiving r J } ' Day, the Friday after Thanksgiving Day, and Christmas Day shall be paid at the double (2) r time rate of pay. When a holiday falls on Saturday, it shall be observed on Saturday. When t a holiday falls on Sunday, it shall be observed on Monday. pa 55: All work done on New Year's Day, Independence Day, Labor Day, Memorial Day, Thanksgiving Day, Day after Thanksgiving Day, Christmas Day and Two Floating Holidays (to be designated by the Company) shall be compensated at time and one-half (1 ) the regular rate .;, :,z.N t of pay. Should any of the above days fall on Sunday, the fallowing Monday shall be az ft�`?:,Y° considered and observed as the holiday. Should any of the above days fall on Saturday, thea;a preceding Friday shall be considered and observed as the holiday, t' NO. 56: All work done on New Year's Day, Decoration Day, Independence Day, Labor Day, ti'f d November 11 (which shall be recognized as Veterans' Day) , Thanksgiving Day, The Day after Thanksgiving day, and Christmas day shall be compensated at the double (2) time rate of pay. When an observed holiday falls on Sunday, the following Monday shall be observed as the holiday. No work shall be performed on Labor Day except in cases of emergency, but when work is performed on this holiday, the employee shall be compensated at the triple (3) time rtte .;t•-:,;.� of pay. '��•.:t r 57: All work done on New Year's Day, Memorial Day, Independence Day, Labor Day, �;��•{� " terans Da (Nova. 11 , Thanksgiving Day, and Christmas Da shall be compensated at the �. ;• ..; y ) 9 9 y y s 'up�F'•i�'r,!' ouble (2) time rate of pay. When any of these holidays fall on a Sunday, the following j��ry�{�,;kr;�•. Monday shall be observed. J. t aJ AA00 "3.i *k`C..Y?s�>i!jR V:.1 .Sim✓. :S :i�2��=• r. �y:.d .yr •a/;y�; fi fir' 1 £ AN:`IUAL Vti'AGE ORDER NO. 2 PAG'_S OF S PACMS ± t � k �r t:•,t r ; i t t n1� t r., r � 'ct � �r y,,p1i �1.� }�r/•., t}r. a Z .F rt''�'��'1 ��y�Y't�7�k.q+r j��.'w:£rry { Y r sr •.e � it {t t't i }�. 'dz �4c:}74a ,�.�r kyl cS ;ti eke�yl�s}�44,, jyt,�''� .�zj �S r,'f „..�5�}t„t ��`•`-v}�"���6'i'Ys`•�i°.�?iz`, �^$tb�':.�t:�a�';s is r�,`;.�i t � t4 n ` r t rat c.`z`�:`�.fi: �!5'a�q�J' ic�:kr��?��+ - ntt.{ ',i:r �' •�u(f ..W L� LPf J>'j ) r�Mk` tIt tP;�'� S t .{ .� t .J ,.l �, J P 4i' (- t � 1 G'k ? t4 r' �`, Y ,.t• l .r; „t t .F- X 1 �•CAI S3 i� ,t��� .tx"�r'�'U,,:..,.••,� '?l.'S Y r fe. ✓i .7 N y t It nt "MLy-.., `�'i^ $"�� q;`kt�i ��� t ?t i tr "� •'}.:tt ! ;�r .n:�t �, N.7 ty kyt'�,M n,;,. ,,ff'1"t''.1, s�y�S .�. �` T,J' 4 {,.. 'hiS:�•'.X,:t: 1 �G' 7:>.. t;,, Ott. rid 'stiff' s 1 ,. .1:? it e' cf ,`lt y1 �r r4 rr. .1,al4frt``' <'sr.J a •'!%iS;` �nr^� � ` II r.:{•;,: „�, IJ M tr;a•. } r S r� }. g Yi 1 t{ i21 ri. .r '•,%r f1•`s 7C.,:; sf,�•i. 'i�.�,? "1z, r Y ,5.�:”*, r 4r lk ,x r xJ,: �' �l`1.v s"�{•.n ��l a{.,i, Nr 15 t ! 4t -U,f��j X i�ri{ ,�' .tI?,/' cny `t,5'„Fj d'dr.t,{•rK7t.;try e. ` 4hr.t }, r l'�i7{!.t Y�;j.J� ;,.x'p'tjF5,iy4.::k }a t l tipta;.J J T f+r t.f7,rt Y{4.'t{1?r. i�7 Y e.r.r 't vi 1 y f r�l` trlr.'S,�,J; J t, i .5.Ili r 7..{.� tif.J.z 7 y f!fi��1 y`2y�:.t.�i.•S1��.r't ry sev"f l`F fr�;+i.7'h4"t'�{t7 �tA�,'k��. U ' . ? t '.1,- :t.d:,'�,1t'4{.`r ri f•.��>Ys'vom'j. �y 1 {k rat-•.d��,�r `G.. v J' s r ��F ,'Y. t •t �f:, a �.f+ '� k Ii 9. Pi r cr�tS1� ��;�' t 1.t i , J k'.. t" � .' '' fr. ,;4 rt " t r'nts�?'1�•rtr' rS� a lyty 7•, 5 _ � •�..:`. ... .. ... t C }. � 7 4 fir, Y is � i ,roe � 1 a�+zzYi`c;:�„-,,+,':.,t''2xk7,"iay?:u't `•O;%��';�}:£.�iz.},??-.:�,•r(; � �: �� { rr. �,z(} x ts'y��..�z ,��. i ��.Y `�.'• '' +';..r.}tr`y,.1 y�• if}�'� �. ,.�.......�s:::.:-+,rya:•,�'."nr�rai�Hk wSryl�k:£�r�..'yS�,�'#r�.>ayS t;��".1�; t,t4t��4.js?.i,�}reiS r3�`i�.,.,,i. .�.a,-., ..�I .['ti'?r�„ „Y;s+}�r'4R}SRY.,gym..:,«,..___._ ., .._...,..,...:.,:is•L;rxaY•�iii��`_..,.._. �.' Aew.rfishti�PSt§MY�' +,a.._......_s_`..... £' .}S ,•f'� r i A REPLACEMENT PAGE Section 026 F avy Construction Rates for COLE County �Ifective'_ 6asic -.., Over- j - Date of Hourly Time jHoliday,_•• _ _ Fr Benefit Benefit Payments ; CRAFTS _ _ p 9 ; Increase _Rates I Rates Rates;H & W Pen. rVac. A r.Tr Other � t^` _ _ _ __! PENTERS -- - ---•-- �� i1.80 -.-�--.1}_- iourne men - �r.-_ -_ - 5%95 _. - $19,88 -7 - 5- 1.95 1 80� I 0.05 4' _y -- 5/95 $19.88 7 5 1 _ i1�lillwri�hts - -5/95�'�19.88; 7 I 5 ` 1,951 1.801 0.05 ile Driver Worker -. - PERATING ENGINEERS Y. � ;see attached sheet for classification I I ( s - 5/95 I $17.85 i- 5 I 5 3.501 3.35• 0.40 ANN .50 1I rou I I 5 5 3.50 ; 3.35 i 0.401ANN •• • '' $17.50 . 50 i Group II _5/95 �_ + 5 - 1 } 5%96 _ $17.30_5 3.�0 ; 3.35' 0.40 ANN .50 6%95 $15.00 _ 5 i -S 3.501 3.351 t 0.401 ANN .50 IV ,I BORERS ee attached sheet for classification --_---i 5%95 516.65 2-- - 4--_-2.30 2 00 + 0.40 i f eneral Laborers ___-- ------- -- ---•- 2 2.30 2.00; I 0.40; 17.25 4 -_ 4 2.40 2.00 : RUCK DRIVERS-TEAMSTERS 5/95 2s sters see below for Rates }rt4 EFFECTIVE DATE OF INCREASE FOR ALL CLASSIFICATIONS LISTED BELOW IS 5/95 RATES ar"` ---- - _ CLASSIFICATIONS i IFIC i RATES CLASS A71ONS $17.01 I- - -- $17.16 i �lat Bed Trucks -Single Axle L_ 1?ank Wagon Tandem Axle - $17.28 $17.16 !Tank Wagon Semi-Traitor Trucks -Tandem Axle ,:<: $17.16: tat Bed rtic;ulated Dump Trucks ` $17 01 jlnsley Wagons, Dumpsters, ;Station Wagons - ' $17.011 Half-Tracks, icku Trucks ks, Speedace, p - similar equipment !$:17.28 17.28 aterial Trucks Single Axle $17.01 Euclids & s • -,, 17 A-Frame & Derrick Trucks } Material Trucks -Tandem Axle _ ri $17.28 $17.2- !Float or Low Boy _ ' emi and/or Pole Trailers ! j $16.91 $17.281 iWarehouseman -= inch, Fork&Steel Trucks 1 ff,i Tireman,Oiler& Greaser" Distributor Drivers & Operators { i $j 7•i7 Station Attendant on Const. :., ;;' itator&Transit Mix Trucksr�•,. Mechanics ank Wagon -Single Axle The wage rate for Tireman, Oiler &Greaser, Station Attendant on Construction shall be the same as the age rate for the oiler in the operating engineers schedule, except operating engineer fringe benefits over r; nd above any applicable teamster benefits shall be added to teamsters wages. p g y:. . wage rate for Mechanics In the teamsters schedule shall be the same as Mechanics in the o eratin :� **The ngineers schedule, except that operating engineer fringe benefits over and above any applicable ,�,�� teamster benefits shall be added to teamster wages. •..;. . Fb„'.tj`' iy#` 6/95 ANNUAL INCREMENTAL INCREASE ANNUAL WAGE ORDER N0. 2 }-.a�;.•. ,eta.i>,st.t ' :y',t F•a, JY.; z :rjt1.d`?4tT�iri��r�S!'s`�*'J st 1r,,1.x l t,� 4 5 , :t :j r� 's } ' "^4 �.. t'. s'r ? °� at�urtf�+'} .•. 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IT -?' �t.ffx *y .. •( C 1i r.., tF { � n�ur '4 . .t,xt�ln 4 ly,' a,?..•uW.6t,r,`,n�R7.�ii;;,,.w.r,:a:'sr�._.�,`�.':�d�.:.�+drAllB�k�t+�_ 4�. t r� A 2 e,STERN DISTRIC"T LirW:' GENERAL LABORER - HEAVY CONSTRUCTION :gx: trucks under ;. Carpenters tenders, salamander tenders, dump man, ticket takers, flagman, loading ` ..: .ff , C; bias, hoppers and conveyors, track men, cement handler, dump man on earth fill, georgic buggie n man, material batch hopper man, spreader on asphalt machine, material mixer man (except on manholes), coffer dams, riprap pavers—rock, block or brick, signal man, scaffolds over ten feet not self-supported from ground up, skdpman on concrete paving, wire mesh setters on concrete paving, all work in connection with sewer, water, gas, gasoline, oil, drainage pipe, conduit pipe, P all work in connection with <; r file and duct lines and all other pipe lines, power tool operator, . : uddlers ,in ord straw blower hydraulic or general dredging operations, form setters, p (Fa g y)+ t''.y' ;¢ 44 ck tender, crusher feeder, men handling creosote ties nozzleman, asphalt plant platform man, chu or creosote materials, men workdng with and handling epoxy material or materials, topper of standing trees, feeder man on wood pulverizers, board and willow mat weavers and cable tiersi all laborers working on underground on river work, deck hands, pile dike and revetment work, tunnels less than 25 feet where compressed air is not used, abutement and pier hole men working six (6) feet or more below ground, men working in coffer dawns for bridge piers and footings torch man liners curb, other similar , cutting in barco ackson or any the river, tamper, y manhole licator, h operators, hot mastic kettleman hot tar app and blade ope , ;Y:..:, 4, a gutters, ditchliners, tool operator >,si.t builder helpers and mortar men on brick or block manholes, rubbing concrete; air under 65 pounds, czulker and lead man, chain or concrete saw under 15 H.P. r ;4 ' SKILLED LABORER - 1<iEAYY CONSTRUCTION Vibrator man, asphalt raker, head pile layer on sewer work, batterboard man on pipe and ditch µ„ 1.' v power p =' ' work, cliff scalers v�orkin� from bosun's chairs, scaffold or platforms on dams or lams r over ten (10) fit high, air tool operator over 65 pounds, stringUne man on concrete paving, etc., sand blast man, laser beam man, wagon drill, churn drill, air track drill & all other similar :- t". , ., '� unite nozzle man,pressure grout man, screed man on asphalt, concrete saw 15 H.P. n�drills, g and over, g ' rx: y¢ grade checker, stringlin,, man on electronic grade control manhole builder, dynamite man, powder man, welder, tunnel man, waterblaster -1,000 PSI or over, asbestos and/or sal ' hazardous waste removal and/or dispo 'r4 r ',p lTx t. 'x �a ANIr' AL WAGE ORDER N0. 2 PAGE ca i of i Z.1 FAsn.as.Aw: art :V, r .'f c .•.,,:} t�` 4L+I•t�ti !'k �:`Ja.1"�� Y' }'t �r^5 .t 1 \ .,r, `rf i � 1 t i ,t t ,{, J {_i 4f,tl ijs�',1 TYI,N� t Ar�}+r& �y�st.;�1a,<<: ,t.�ji;1.•!"((� l� r'.b. y.i � 1 it t t t t. � 1:' , 9 rti .1 !.. � �Jnrt;",r,R s, r p f ,}} R •{' .;^ F { , t ♦y S S' r ., s i S.7 L t fi�r,l if ''�cr x "� 1 Ali4 r GrN?/.t2. y� �t Si �1 ,rt�l.a��[,*l�,�t;•�.;.r,^.�+.,.t�.: cr, �. i r. . lY t 7 1',;. ' ,;,t? .t.. S .t.s .'i''j,:f.aF'�i acA r Fpt�as�, .•g yy°. � .4' t�i >rx�" !x-� r .`t,..i j:�.,3 ',,. 't r:F> �.; .; , � ,.L•. } �r ,. �,tip. �^,1� v �t; �is i r h Ct y"r3 f�i�,:� � f 4 „ •.4:f .,� �, r. .i ,;' �'�'t,� e a7i,;tl '` ��4'r��.r�> 'y+ ifitic•� N y} � ,�f• ! i. sva:::k..wtan.lwdr[x+ei..-v,i._..•... . ,_i..,......,,...sro.,rtty-!sfiX"^§riY+bSY?1�"f �, i!':�.,.. ..71 r, ,.,r,.... ... �.f: �. .y ,t.,. •;i: t. it .'.1.:,kt'�. �fn,i c,y�Q .g, OVERTI-NIE R.ATE SC'HEDL-LE - TjEAN'I' COISTR VCTI -- ` - i � ltiseans time & one-half(1'h) shall be paid for all work in excess of eight (8) hours per day (if working y : y bve' 8-hour work days), or in excess of ten (10) hours per day (if worldng four 10-hour work days), for work Jon Friday (if working 4-10's) and work on Saturdays. Sundays shall be paid at the double (2) time rratc. AO, 2: Means time & one-half (1'h) shall be paid for all hours worked in excess of eight (8) hours per day {' .l(if worldng 5-8's), or ten (10) hours per day (if working 4-10's), or forty (40) hours per week, Monday through Friday. For all time worked on Saturday (unless Saturday is used as a make-up day), time & one-half (I 1h) shall be paid. For all time worked on Sunday, double (2) time shall be paid. , NO. 3: Means a regular work week shall consist of not more than forty (40) hours of work and all work £. ; t, performed over and above ten (10) hours per day a.,d forty (40) hours per week shall be paid at the rate of times .. r , 8: one-half (1'h). Workmen shall receive time &: one-half (11h) for all work performed on Sundays. NO. 4: Means a regular workweek shall consist of not more than forty (40) hours of work, Monday through K} Saturday, and all work performed over and above ten (10) hours per day and forty (40) hours per week shallLS be paid at the rate of time & one-half (11h). Workmen shall receive time and one-half (1'h) for all work " performed on Sundays. NO. 5: Means a regular work week may be Monday through Thursday (if working 4-10's) or Monday through Friday (if worldng 5-8's). Time & one-half (11h) is paid when working in excess of ten (10) hours per day (if worldng 4-10's) and on Friday Saturday unless Friday and/or Saturday is used as a make-up day. Time ne-half (1 a p g h) is aid when worbdn in excess of eight (8) hours per day (if.worldng 5-8's), and on Saturday + ess Saturday is used as a make-up day. All Sunday work shall receive double (2) time pay. NO. 6: Means eight (8) hours shall constitute the regular work day and forty (40) hours a work week Monday J through Friday. The Employer shall establish the starting time as early as 7:00 a.m. Time and one-half (IVa) shall be paid for work performed on a regular work day before the regular starting time and after the regular quitting time. Double (2) time shall be paid for work performed on Sunday and holidays. At the discretion of the Employer, Saturday can be used for a makeup day. NO. 7: Means the regular work day shall be eit-'ier eight (8) or ten (10) hours in a regular work week of t Monday through Friday, except where the Em to 'er elects to work Monday throe Thursday h Thday for a four 10- o :lit:r,�1',1SNUr.a hour work week. All work over ten (10) hours in a day or forty (40) hours in a week shall be at the overtime rate of time and one-half(11h). Except as worked as make-up day, time on Saturday shall be worked at time ' N =' and one-half (I 1h). Time on Sunday shall be worked at double (2) time the regular rate of pay. ' Ope o is scheduled � MAKE-UP DAY -Carpenters, Laborers, rating Engineers and Teamsters: Any employer who table conditions ma be assi ed to to work on regular work day, but is unable due to weather or other reason y s sx ''L work on Fridays (if working 4-10's), or on Saturdays (if working 5-8's) at the straight time rate of pay. The fi r r 't preceding'statement applies to all counties except Clay, Jackson, Platte and Ray. #v: orx>:,VY.Aw-2 ANTINUAL `VAGE ORDER INTO. 2 3/95 ` .:z3,;r2i r7 .f rl —^^•.,,,Q:�+'wraxw...."...,....__ ._.__.,,,,.,.. v.,i•gykttlld. �,�n ...yt a»L s .� �',' t i rtit #f{� y ! 1, lhi'b`xd,� 'r� �'„,*���^�'�f��.t�•P �•. i' :7'St�i v,y*�.�����+,f,�,.1�� tN i 1.� •'i.i. .C!i,., t F'� j; ..�'•t t,��",'7ti y'��t�6`'� x f �a� ,1t'a t v :.rr r tom, �f,r rv�l,i s:,: +•;, � '..4.1 + ----7-, -T . ........... Must " -0 N 1-40LEDAY RATE S ONSTRUC f July, Labor Day, , Year's Day, Decoration Day, Fourth o No. 1: All work performed on New Yea ti VeLeran's Day, Thanksgiving Day, and Christmas Day shall be paid at the double time rate of Sunday, the Monday following shall be observed as pay. When any of these holidays fall on Sun such holiday. New Year's Day, Decoration Day, Independence Day, Labor No. 2: All work performed on rate of shall be paid at the Day, Thanksgiving Day, Christmas Day, or days observed as such time & on e-half (11h). When a holiday falls on Saturday, Friday, shall be observed. When a holiday falls on Sunday, Monday shall be observed. ``J" No. 3: All work performed on New Yeas's Day, Memoiia.1 Day, independence Day, Labor aid at the rate of Day, Thanksgiving Day, Christmas Day, or days observed as such, shall be p time & one-half (I 1h). When a holiday falls on Sunday, it shall be observed on the Wowing Monday. No. 4: All work performed on New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Christmas Day, or days observed as such, shall be p ?aid at the double r,`,:_} time Tate of pay. Wh en a holiday falls on a Sunday, Monday shall be observed. No. 5: All work performed on New Year's Day, Memorial Day,.Independence Day, Labor all be paid at the double Da Christmas Day, or days observed as such,'sh Day, Thanksgiving D time rate of pay. When a holiday falls on a Saturday, Friday shall be observed. When a holiday falls on a Sunday, Monday shall be ob served. Labor Day, No. 6: All work done on New Year's Day, Decoration Day, Fourth of July, hall be compensated at the double (2) time rate of Veteran's Day, Thanksgiving and Christmas s all not be observed on either the previous Friday pay. Wben a holiday occurs on Saturday, it shall or the following.Monday. Such days shall be a regular workday. if such a holiday occurs on Sunday, it shall be observed on the following Monday. No work shall be performed on Labor Day. 6`k r3 ANNUAL WAGE ORDER NO. 2 3195 fir; it 7�1 04 ilk .1 '61 "An R� T� Vill AM, QN-1 V, § % XW '1 1 7 ti 4w% ' tpt � 3ft .Rrry dk� t?� i1k.n � �,I 1 tt r,��,,, ��l. t �rl P tt4�er1�.ay t�S i'•�'t+f tyrYy 73 y F!{y t,�j y7,r� �$ ��..� �`� �1 ��j �', r 'Y7�t y '� `1'r ±a a 3}• r 4,.f: .Yua .}J,�'Y;GF,r i"`r� 't�:li�ets,Js � ,x�s,AiY,.w���,rV; T�, ��.' j t:t;1 r f. �,,;t' .4�:i•�:.i,;t , s, I= 1. `a.7. tour`,�+� 7� ;,j.�i^' d 3'.'�t';fi 9..�'�i•'«`�'��U;tciiv^'ks�l A:d=P �fi :a A f :;; :a. v',.,i. >,ic.,qs,v,:.: i�. 1 • 1 • I rr, 01 • • t . a rat ?t . • • rt z? r t' .SS ,f {{�w� vy •�. t �'4• rid ry�r t,�aF G: Jllr • 4.� k l +{ ,!�trt:•lS,J)3;ly li:11«.'t^h,"`'�f`�ea°Aft -tyyf,�'�t:i�i SillS•r`:' I'rv3.t1'4'Y4v;,i ^ 5( .0 •5. �„i.:{i•,�"'il,Y,, fF.'.t�,,d.��;q"ff.`,•'J. )ti: .2.• i �}3` { �,dx[' Y .:�(• f ,'.,,..: �•',. ,' 1 t } r,:;l 1, r iR•+{ y ffi%'f d w bR lliNl • ,.q..!s l�' :;,}nt ..i.. 7rz1:?T � � 5, �'a t ',t,2' .11IS 2. d C t 1j,, �,. 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'i. >�. �.3 {t•rtr ,.� ,(,. f j��.';S.'!�: .ef�� I:d, ) „rz4�$.i3+''1. �3..,.,1GF�. ,8�, r';r+ 1;xr•'rL;}•'v;f as „<?' J � �an .;'i« rs) `•{�$;:«;:i.; .t •i ! ..k r it y'.7"Y��rly t:'.y .3 .:'•'.' ,.l dt''���a i!dt''�,y1 psi 4.�,3��;,Y?••f. ,`a ),i'{ r..a4 �`L �'»j' i�Y v ,t r.,�-.h,7. i .r3 .'.t' .; �,c?4 �f t rTit4•'r.,y ¢�''�l'a r �: !Y. �•, 1. (a bra:r €€"«�y���'^{ 't,:a 4; ��: ,Y,X:.It r�:.•s.p��a�43�t ��;i§r• _a ,�« � y�i, tht' �y,u• ;�r :4 7�' y.: =�;r. F F ±1 i, ..,fz•,:4;if s.,,«fir :�...jf`�'vUiXll•r�q �1 !9 '1 ``���� f y.}�k. ( '�e'4,w �S,'��� tfr� %+G.�} +j•.'1n�t ;+:5 � �•,,i :5,R. '1,7,..�rrr it .rit'S 11 t •`r"�{l'�r,Y7 ' i' ^Z.J r y'vt r}Ua 'LT7 e�2 �. 3t. ,,J,. �' �' ,i7�Yf .,'k�t`4?�vt`: �+ ,�'i��'k�,,�r �. � t S,i 1 . 'a , �, pn r 1+ F°�'.4 X i'�Sa• 'fir�`v,r 1 r r � `� i 3 ,�x(S•t• 7� '�i f 3µt i.� z i �,r.i h' 1 UTILITY WORK Qassifcatipm _ T Journeyman Lineman or Cable Splicer $20.90 ' *Lineman Equipment Operator 20.90 "Groundman Equipment Operator 18.04 Blaster 17.01 Groundman-Winch Driver 14.65 Ground man-Driver 13.96 " F x Groundman: (1st six months) 10.83 ¢" �. Thereafter 13.96 Pole Treating Specialist 21.41 r✓+ Pole Treating Inspector 19.73 ,,yy Pole Treating Truck Driver 13.43 't qt:a Fringe Benefits x Health & Welfare 52.00 Vacation Holiday Trust - 10',4 k '4 National Electricians Annuity Plan - 19 c i Apprenticeship & Training - 3/4 of 1 National Elec. Ben. Fund - 3% *Lineman Equipment Operator shall be a Journeyman Lineman or an Apprentice. In the event 1 `x' that a Lineman or Apprentice is not available, a Groundman may be u s raded to operate this PP Y P� Pe equipment. ° } **Groundman Equipment Operator -- all tractors, tensioners, tension pullers, trucks four tons . rated or over, digger trucks, Sth wheel trucks & cranes, and all trucks with hydraulic equipment with controls outside the cab when not used in the operations assigned to the Lineman Equipment Operator. 3� OVERTINIE RATE: Eight(8)hours shall constitute a work day between the hours of 7:00 a.m. and 4:30 p m., and forty (40)hours within five (5) days, Monday through Friday inclusive, shall , constitute the work week. Work performed in the 9th and 10th hour, Monday through Friday, shall be paid at time and one-half (1'h) the regular straight time rate of pay. Work performed outside these hours and on Saturdays, Sundays and legal holidays shall be paid for at the rate ` `rL of double (2) time. HOLMAY RATE: All work performed on New Year's Day, Memorial Day, Fourth of July, Labor Day, Veteran's Day, Thanksgiving Day, Christmas Day, or days celebrated as such, shall ' be aid at the double time rate of a V4rhen one of the foregoing holidays falls on Sunda it �r p pay. g .� Y Y, shall be celebrated on the following Monday. ANNUAL % AGE ORDER NO. 2 04M.Ar: 3/95 'r � fir: s,� '#�ji �4a+�� 'it;�'yuj�i��'1 •�r�"Y �+ } � t G li '.wT�`•`Yr i 1�•'{'_'.•,.pjy,r ,, ? qj T. N�,Ri: ? •� t 4 J 22t�y�'9a. �,°"•: h`y. M '� � k i d�'' Tr,' r"r'3+'t�•" 'r}s �5+b,� £mac tu,�1{Z.P � jr,rilr �r,r',"^.sCy-k�{S ��t�w ` ti w✓t. a. c h f r i e t fF A .- t1r 3 rHC '�'.+➢�f},t${gsyryP J es p i •. n yc a ,., ,. . . ( ;. .,.t xa iTkFi l{ � `?N'��.t�k tf.''tar �'1� i}�� ,i:7:Y,:2?+;..�i.i�::BN31.'#.N'•.ar.,�.:.......,_Yr ---- ` '',W'v ! r i 11 N0. 28t All wank dare on New Year's Day, A.''rnistice Day, Decoration Day, Independence Day, `; ' :a 1, n hanks iving Day and Christmas Day shall be paid at the double time rate of pay. No work g erformea on Labor Day except when triple (3) time is paid. When a holiday fa11n hall be p � 4 Y, c' , '•% Sunday, the following Honday shall be observed as the holiday. Thanksgiving y .`< No. 2gt All work done on New Year's Day, Memorial Day► Independence Day, t the g double Day, Christmas Dmy or day observed as such for these holidays shall be paid at the double time `:•+ a No work shall be performed on Labor Day except when triple (3) time is paid. 'c rate of p y w Monde shall be observed as the holiday. i When a holiday falls on Sunday, the £ol..o it g L1t N0. 30t All work done On Daw and Memorial shall bye paid Independence double time rate of pay. Friday after Thanksgiving y s!. Na work shall be performed on Labor Day except in special canes of emergency and only when . Y>: triple (3) time Ste paid. When a holiday falls on Saturday, the preceding day of Friday will Tfr _ be observed as a holiday. When a holiday falls on Sunday, the following Monday shall be observed as the holiday. N0. 31t All work done on New Year°s Day, Washington's Birthday, Memorial Day, Fourth of July, .• i Labor Day, Columbus Day, Veteran's Day, Thanksgiving theFdouble time rate of gpay.g Ifya �} Christmas Day, and Employee's Birthday shall be p holiday falls on Sunday, the following Monday will be observed as the recognized holiday. t If a holiday falls on Saturday, the preceding Friday will be observed as the recognized 9r,"yf holiday. ('r .: 2t0. 32 t All work done on New Year's Day, Memorial Day, Fourth of July, I,abar ay, Thanksgiving Day, the Friday after Thanksgiving, and Christmas shall be paid at the double 5. sfs ' .1 time rate of pay when one of the above holidays falls on Sunday, the following Monday shall J,. be observed and when one of the above holidays falls on Saturday, the preceding Friday shall be observed. Y . Yt0. 33: All work done on New Year's Day, Memorial Day, Fourth of July, Thanksgiving Day and ;...,,,. Christmas Day shall be paid at the double time rate of pay. Labor Day shall be paid at the u r.!°�':;: . iple (3) time rate of pay. If the holiday falls on Sunday, the following Monday will be xs�fidY qr'. :i served; if the holiday falls on Saturday, the preceding Friday will be observed. t£J.5 ! No. 34: All work done on New Year's Day, Memorial Day, Independence Day, Labor Day, ,,,. ,._ ` aThanksgiving Day, and Christmas vQdYonhthe follow ng M nhaydandlbetpaid a�ordinglyholWhen ? falling on Sunday, will be obse. one of the above holidays falls on Tuesday, the preceding Monday will be observed as anon working holiday. When a holiday falls on Thursday, such as Thanksgiving, the following Friday will be observed as a non-working holiday. rsbr.. ? + 35: A11 work done on New Year's Day, Memorial Day, Independence Day, Labor Day, } Thanksgiving Day and Christmas Day shall be paid at the time and one-half (1 1/2) times rate of pay. If a holiday falls on a Sunday, it shall be observed on the following Monday. • shall be paid a.. the double time rate of pay. a �t No. 35t All work done on Lebo_ Day a���w•.,�i Memorial nay, Independence Day, Labor Day, Veteran's NO. 37: All work done on New Year's Day, a Thanksgiving Day, Christmas Day, and such other days asema be declared legal holidays N`f Day, g aid the double time rat pay. ;;,;:: by the Federal Government shall be p be rfo--med on New Year's Day, Memorial Day, Fourth of duly, Labor p`f. It0. 3B. No work shall Pe and Christmas Day. ` ,. •, Day, A=istice Day, Thanksgiving Day k ` �•.. -y„ ?' .�,.. .v_,^. 2to. 39t No work shall be done on the following holiday$: New Year's Day, Memorial Day, -0• ' Saturday,ndependence Day, Labor Day, Thanksgiving Day, and Christmas. Any of these holidays falling n Sunday, the following Monday shall be a holiday, and any of these holidays falling on preceding Friday shall be a holiday. the p g Y n." � ✓ N0. 110t All wank done on a legal holiday shall be paid at the double ti-_9 rate of pay. '- A.N. UAL NVAGE ORDR Nn. 2 rAC s OF s p�►c k b�i>rT, n' �f Y r .. r ✓'' i .. • � � t�� '�y�`�}(i�'��NSV` Ir, S � i >, 1 � Y r ,{' ; .} e .( r H h( 4,{ zY� ��it�'�tF� �•�'i•`j!. 'y Ga T(t3t ��!'i�Argi y3'�*,.',`,1r. �r71t.i i'). 'r rt ..s,r,l t ' 4 t 4 Ft i .. Ir f=A�'r g,��' �''_l(f�W'•�'.l i,� !�'•R .�1•� {, 1 �i • "; ��a;}tt .. �� '2 tkd�Sb`t..i t�n.1:tft F. { 7t.. S 4 1t� 4 r � 1.. f J } �Sd } b?f:'{4J i, � 'i�; , ! r } l .. S�`.. �3�'y�lw.z�s6r�!y'F'��' �` �}�.�f Y�rf�y t�� f �t a t S `'R y t x .•i�SY , r ''r t ' k .$, t � r:s..i t `r+Y'Y ''�'�-ss� /Ly�•'{; t,f�s���Y •'.{�'� . t a� R r r.S ��"5t4, r-i�':!� �rv'�.�- ��• �{f '��`,f`'.a @ r .Y �, t.� t.. qri r �'`�' 't � i �� ?1t, , „tf Rr,(� a. �Y`[ '��H:Y,�Wi�Vt ( _ �D .E 'r`,v;��,[�{�M �f A,�'`,S ;+, Ir. �.°• �� `' � ?I� ! s } � s ai n'�i Y ,�. .l��F a�t,�4, ;nt s•�iSfr,:i>i x i t• ,- ,fir',: �� µ ds,� ,:,<��: < t��{:f { n 3r ,. i 1 .. (•' y5r'r'Ott�tt k i5 �'^H' d ;' .' ,!raflxinaevrrw:: er fi r4'•�FSk�yry30.1F�3 .�� ..:.._ ;.:.i ....�...:..,.,,i.•,r^.'«r,.wreo-M}"?;iX�Y+i..r,,.rE'.r?'+.4'?7 ,.,..'.',y, y,��'..J i`�m.,^.:!r 1;� t�.�rt�e.t,7��,t^Yrj�t��G`r`5��;.'���5 � ��'� 4 v k 1,Ytir r3!' ' �t r. I ' ?t0. s1: All work done on New Year's Da Memorial Da 11 be paid at the double time rate Of Pay. No work shallabesdone on�h=, s d Veteran'�a lrya 1 )) $� r July ar Labor Aay. When any of the above holidays fall on Sunday, the followDin� Fourth considered be observed as ouch holiday. If a holiday falls on Saturday, it shall not be considered to be observed on the previous Fzida or g Monday " xegular workdays. Y fallowing Monday. Such days shall bat `? r-»37q. 421 All Frank done on New Year's Da ' shall be paid at the double time rate of p Memorial Day, Thanksgiving Day, and Veteran's ?pray TFr. of July or Labor Day. pay. No wo,.k shall be done on Christmas Day, Fourth SSA. 43: All work done on New Year's Da Day (Nov. 11th) or mutually agreed upon day, Thanksgiving Dny,lCandaCh i rasa ay, Veteran'w �" paid at the double time rate of a Day shall be tt' the following Monday. If a bolidaX falls on Saturday, it shall beyobservedlon the p ocedinn NO. 44: All work done on New Year's Day, Washington's Si July, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Da shall be ¢ double Y. Decoration Day, Fourth of (2) time rate of a P Y• Positive � p ''�'�;'.�N"��}: • I r,o work s„a11 be allowed on Labor Dn aid at the these holidays fall on Sunday, the following day will be observed as the holiday. If an og ••i., 1-,1�,� {y,t. these holidays fall on Saturd aY, the preceding Friday will be Observed. Y If any of . HO 45: All work done on New Year's Da � Veteran's Day, Thanksgiving Day, and Christmas days to be celebrated as such .l,i,,•1; 3, . Yr Labor Day, -:.z.,..h,�;•�<wi paid at the double time rate of a ° h stall be pay. if a holiday ialls on Sunday, it can be observed on the b• `':r,Ex:`: . following Monday. If a holiday falls on Saturday, the employer shall designate whether such i holiday shall be observed on Friday or Monday. 8i0. 46: All work done on New Year's Day, Hemorfal Day, Fourth of July, Thanksgiving Day, and Christmas Day shall be paid at the two and one half (2 1�2) times rate of A Dpi ' ON LA_90R DAY. Holidays falling on Saturday shall be observed the preceding Friday. y 'f al on a Sunda pay. ro �+qRR SHALL idn s g y shall be observed the following Mande . 471 The following holidays; sy are recognized: New Year's Day, Me.�norial Dny, Fourth of July, l M � `��^. Employee's Birthday, Labor Day, Veteran's Day, Thanksgiving Day, Christmas Eve Christmas Day, New Year's Eve. The above mentioned holidays can be changed by mutual agreement. When a holiday listed above falls on Saturday, it shall be celebrated on the Friday preceding ' p holiday. When a holiday falls on Sunday, the following Monday shall be observed. Holidays g the ,;,;��,g�ti��•.,��';;;, referred to above shall be paid for at straight time when not worked and at double time plus holiday Pay when worked. r•' {•^� , , Bt0• 48: All work done on New Year's Day, Good Friday, e^or Y. ia1 Day, Inds Day, Thanksgiving Day, day after Thanksgiving, Christmas Eve and Christmas Day shall be aid at the double time rate of pay. Should any of the above holidays fall on Sunday, the following Monday shall be observed as the holiday. Should any of the above holidays all on Saturday, the preceding Friday shall be observed as the holiday, ys •. ,.... NO. 49: The following days shall be observed as holidays- New Year's Day, Decoration Day, July 4th, Labor Da Thanksgiving �✓; a��z �` Y►observance e of Day, CtL�ie}man Day, New birthday .4 personal Jaya. The observance of one (1) of the personal days to be linitedo the time <f ` ," ,. between December 1 and March 1, of the followin '' ' eight 8 g year. If employees work on any of these g 6 ) holidays they shall be paid time & one-half (11y) rate of pay for all hours worked. NO- S0: All work done on New Year't,'Day, Good Friday, Decoration Day, Fourth of July, Labor Day, Thanksgiving Day and Christmas Day shall be paid at the double (2) time rate of a X. ,. If any Holiday fella on Sunday, the following Monday shall be recognized as the legal f s � holiday. P Y IRO. 31: All work done on New Year's Day, Memorial Da Inds 3 Y. penal su Day, Labor Day, Veteran's Day, Thanksgiving Day and Christmas Day, or days observed as such, shall be paid at the double time rate of a � pay. In the event one of the above holidays falls on Saturday, the Y� iday shall b•e celebrated on that day. If the holiday falls on Sunday, the holiday will i elebrated on Monday following. R '.V 4 J` A "iY AIr 'UAL. WAGE ORDER h'0. 2 t. ?A=- 4 of s?AM �pl Ff5 e�tra'•�t{rC �ti.¢'.+f� Yl � ,�rt'? .p' •"'-nw,ww.. .„.�. '?--....fix �tk k � � :5n sM�`t 51 a bl C i, } e .� ikRi„^sp•',�)i,�w;y '> ' e ro{ Y a C Y 7,� ' •� i4( Sp( ,�.!FA ,i S�y,S' , 1 ! j .k. �.. 'l� �WK"hi'k Z Yt t S .t� i r } f !y�; �yr+�K����5 f •{jp''^ ;•'4t3gi{t� taiittr ' t '1 f r1 ' 7 s t �(. i ,{•r �7 P .�il��1� �h?�S'a'�,•� r(•�et�Zl!^1'4'`,,.ttr ' �. 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'+ U SiJ. .'`7. r .�;d.�.., ,.�I.tij,;{�"L.t.'v}'•'Y`tt,`a6r'4K•el'°`'r�� .P f.�:'�r {i ! }}�� H�?• �, �� x.�,�i., R .F .+ � ,.t• F h t.,r.r �r -}r S. r .t� Ss l v:4fl j.'+' �t+J` •�:(±v + z 1 ;� t k"'�+ 3 �.'`K i�74' r { 4 s .t .1: , )i, ii. .)tzra f,Jr.{q`'�, ,y�i..t i�' T:�)_�r 's'ti'tb�•'t* ,�5 'f:... T 7 '4�• �Pi r '.,��,����,�r S7 nC•xwr�P 1,,,r c 1 t.r.•r J�a J: 1� ��r l i 4f,1't5 '`' �.�:}^S:+ .ihJ•,i4.. .�Yi^t��rJ4',�,'TiF' pJly�t4 .��i�� S � 'X7�, w;f ,+4 k`C�y{Y:{t: 3' ? 7 f Y" T s .� ��r :} � t,, t �! !J.x)i�r��,,.^(.Y •� F;�J'�.-,:�,r$ ,r�Y,iv�t'{T �").'^�. " a '�' L;tCY. >�jr ';�� y � �,1t�'�9r r,�`�':�;� �. "��..i'r r.I. 1 K {i ol- `. s(l, s ? r•i, .e ,r, '• •.�'';u7 k%` eis t a t� s.t �.,i n .i!' u t t r —� :1'? t, i v i �(� "�;� '%�' ih.,, i�c S s'�t"`i"78. ' tC'� �(t Y+�)(`X�� S'•�-�'�+}t iP r ;:a s t•'-r ' .k; rfi4ty,+r3 y �.}i,,{ty . t ff s s ...: +'i 1v 1 .€': lit z � �� a��.zW,vYal• rw a +.f ' }�r,: j�t4 ,;i ..4 '`t p,������,'1",l h: EXCESSIVE UNEMPLOYMENT EXCEPTION CERTIFICATION �,. . I, the undersigned, of lawful age, first :l being duly sworn, state to the best of my Information and belief as follows: 1. That I am employed as by 2. That was awarded a public works contract for West High Street Slope Protection. a ` 3. That I have read and am familiar with Section 290.290 RSMo (1993 Supp.) , f. v+ an act relating to public works contracts, which impose certain requirements k upon contractors and subcontractors engaged in a public works construction r project in the State of Missouri. ; y a 4. Although there is a period of excessive unemployment in the State of v; Missouri, which requires the employment of only Missouri laborers and laborers from non-restrictive states on public works projects or 9""u, improvements, an exception applies as to the hiring of since no Missouri laborers ;t z or laborers from non-restrictive states are available or capable of performing `fig FURTHER AFFIANT SAYETH NAUGHT. ` AFFIANT Subscribed and sworn to before me this day of 19 a NOTARY PUBLIC My Commission Expires: APPROVED BY: + DIRECTOR OF PUBLIC WORKS CITY OF JEFFERSON, MO tj "M t^L' �"�• 4 a' r x ?..'i r e .,y ( a �t,.;,19¢r"` 7�'~i?S ti� ''1r'. t.e i ���},,���Ka���t�`��,�F ? A���✓`�-x.��1tt���'xt}�I`�dpn j+ 4'< ,n'Y .��1§'X ?1.�u — "Ciuci,c,.r<.i: -.. ,,_ _. .. . a::•�:l L'i�y.;..i>"Ic3si'�e. ;r CONSTRUCTION CONTRACT 1 ; THIS CONTRACT, made and entered into this 6th day of September, 1995, by and between Muenks Brothers Construction Company hereinafter called "Contractor", and the City of Jefferson, Missouri, a municipal corporation, hereinafter called "City". , WITNESSETH: That Whereas, the Contractor has become the lowest responsible bidder { =y for furnishing the supervision, labor, tools, equipment, materials and supplies and for 4, constructing the following City improvements: West High Street Slope Protection. a7i, t NOW THEREFORE, the parties to this contract agree to the following: t iA 1. Manner and time for Completion. The Contractor agrees with the City to ti furnish-all supervision, labor, tools, equipment, materials and supplies necessary to perform, and to perform, said work at Contractor's own expense in accordance with the is P P P ,:'vgx( n! contract documents and any applicable City ordinances and state and federal laws, within f'` forty-five (45) working days from the date Contractor is ordered to proceed, which order . shall be issued by the Director of Public Works within ten (10) days after the date of this contract. 5111 Y 2. Prevailing Wades. All labor utilized in the construction of the aforementioned improvements shall be paid a wage of no less than the prevailing hourly rate of wages"A ?` for work of a similar character in this locality, as established by Department of Labor and ` { s Industrial Relations of the State of Missouri and as established by the Federal Employment Standards of the Department of Labor. Contractor acknowledges that .� ,. ' Contractor knows the prevailing hourly rate of wages for this project because Contractor has obtained the prevailing hourly rate of wages from the contents of the current Annual Wage Order No. 2 Section 026, Cole County in which the rate of wages is set forth. The Contractor further agrees that Contractor will keep an accurate record showing the names .A. . and occupations of all workmen employed in connection with the work to be performed X42 � P r P P ' under the terms of this contract. The record shall show the actual wages paid to the ,,., •,}; workmen in connection with the work to be performed under the terms of this contract. A copy of the record shall be delivered to the Director of Public Works each week. In accordance with Section 290.250 RSMo, Contractor shall forfeit to the City Ten Dollars ($10.00) for each workman employed, for each calendar day or portion thereof that the workman is paid less than the stipulated rates for any work done under this contract, byr1, the Contractor or any subcontractor under the Contractor. 3. Insurance. Contractor shall procure and maintain at its own expense during the life of this contract: ` (a) Workmen's Compensation Insurance for all of its employees to be engaged jrz° in work under this contract. c' yY 7. J t ,1 i "� `t4ti}'v�yt{�}�,. ��i '�b,rrr t�,�SY. k�?�ffr�iy��r.V�r4� +.i t t r r.,x } sr1 t} ,r} . r} ?I �s•.J t� 3rd sl r 1 7 Ir bSj'��57k.,f',°�(�{J,��`.}'�1r }. 2ti4, ��� ��Tr�����1.! d4�,s J tE.'�al.; r,1 f t,' .)h.0�.a4 y. 1lf r .�, t !'t jt�}ti1t ..z°•11(1 hr7,C'/�1 t�'.''y1,� {' .+' N rU, M-. .r���t�t}��s'S^�•1.}a".::,. 1�;r r7.�rwi�sf7zyx ..y. .s� ,j,. �. t e ,5 '.�( � }r 'CS y�tC.\i�I' ;h� . a k �>•s�`� �,., h li, Yi�t ,� � t ix , r } 's { Y �..�lti �t. f:�.1 '�F ,.} � !�. � i Y 1',��. �. pp*.�' •s' �t'f,1'x :' .rs .s k s , 'l r as , t,Y 1�.i��?t,y,}aa3�.� `� `ft,�' �' 't,;t� 3 �'". •.g5;vtr' t+�aa. E s .�=Y,+,v'�,�j�'rg4,,..Y,l�?'�'�jhz�. t.j}Y�'.: +�t�r , ,� 3.7 } 1k:t. rC..r.rlrt : .', .t}�{, .�i,Fr E,'`i.••r 1r?y,'I,t���„H.�, J �� r s f; v�''t. 'i .d >its.�� {.t � ���;,{,'3 1 ! :r 1 � t h '.S•t t ���?�`J'CN;� �'ts {.,� ,+IY� ��( t 1 ttr �!�;�r :•�i i (�'�hPx��tr�`t�• Ly .. � ;?.?ri. ; t i ,. t t. t :f I r . t 5 t'���t �. 'r ` !n' p�M 4}Sdf s ��t rL f''e� ��+5 � nd'�ni J. "q �t� t.i� r .'.y � ; v .i . `Y.s .,. f v li t• .�� .. t�('t�e,�7�3y"°i3 ryly�+r}tEV'i�,Y�`i�.,�; r��5,���.S � 6 r t !� I ( 'S.. %, •`'1• v.� t r , 7T '•, S (b) Contractor's Public Liability Insurance in an amount not less than $1,000,000 for all claims arising out of a single occurrence and $100,000 for any one person in a single accident or occurrence, except for those claims governed by the provisions of the , . Missaud Workmen's Compensation Law, Chapter 287, RSMo., and Contractor's Property z' Damage Insurance in an amount not less than $1,000,000 for all claims arising out of a single accident or occurrence and $100,000 for any one person in a single accident or occurrence. Automobile Liability Insurance in an amount not less than $1,000,000 for all claims arising out of a single accident or occurrence and $100,000 for any one person in a single accident or occurrence. (d) Owner's Protective Liability Insurance - The Contractor shall also obtain at r •r t. its own-expense and deliver to the City an Owners Protective Liability Insurance Policy R, naming the City of Jefferson as the insured, in an amount not less than $1,000,000 for t all claims arising out of a single accident or occurrence and $100,000 for an one person 9 9 Y P .�. .; in a single accident or occurrence, except for those claims governed by the provisions of ` ?' ' the Missouri Workmen's Compensation Law, Chapter 287, RSMo. No policy will be accepted which excludes liability for damage to underground structures or by reason of blasting, explosion or collapse. �n• a Subcontracts - In case an or all of this work is sublet, the Contractor shall ,:_. ..',� ( ) Y require the Subcontractor to procure and maintain all insurance required in Subparagraphs (a), (b), and (c) hereof and in like amounts. (f) Scope of Insurance and Special Hazard. The insurance required under Sub-paragraphs (b) and (c) hereof shall provide adequate protection for the Contractor ' and its subcontractors, respectively, against damage claims which may arise from {' operations under this contract, whether such operations be by the insured or by anyone directly or indirectly employed by it, and also against any special hazards which may be encountered in the performance of this contract. N%t hjc k' NOTE: Paragraph (f) is construed to require the procurement of Contractor's protective }t'. ' insurance (or contingent public liability and contingent property damage policies) by a general contractor whose subcontractor has employees working on the project, unless the °•ir f y, R general public liability and property damage policy (or rider attached thereto) of the general contractor provides adequate protection against claims arising from operations - - by anyone directly or indirectly employed by the Contractor. 4. s" 4. Contractor's Responslblllty for Subcontractors. It is further agreed that r, Contractor shall be as full responsible to the City for the acts and omissions of its subcontractors, and of fully either direct) or indirect) employed b them, as P Y Y Y Contractor is for the acts and omissions of persons it directly employs. Contractor shall cause appropriate provisions to be inserted in all subcontracts relating to this work, to bind all subcontractors to Contractor by all the terms herein setforth, insofar as applicable ti 'r l ��!^'`.�^,, kFiJ r,,.. •!.'r yt, .„.iAro f ij �X'jcy}'J{`}'T tj 1"t?(1 i'.'l��•i .} 4 1 �'k'fct A }}} �,. art u ;,}tti �j9ti�1 r'�Yl ; i.: ,a.+ C qYYl t �.4 F s }d""t r•t ,,} t. •�:� �+r d d ���¢t,St •�� rx, i VNIT/^:X'Jl4F•Fxy'?§3a"+f e14ii 5t' tL{F :.r< !s asi r 1 t f 1 {. t tir} ` { Y r. 9 H�ay�trr J"FIR.$Y "Al erg tr��,�r�a . �r '•Lf', �s, x,t,.ty•r�?k f, d F. �, n. ,j 1 �'�fi t "t.t� rtx} 2 l,r Y�{ .r r.t 'v��'t� .Plx- y i�!�t'';' I�•�4�, lS2 a �y';. r d]7�q+ T •�.Y'. 't{.� 7J.�' 1i�-".°4,�Tt1"I21�J�(1� 1t�. Y)rJx!...�.w4 7Fy ilY� $� �..� \}5 '!� .Sri 4 � 1��E •,1��"},ft,J�, ,p}J; `P {✓ '� �.�L ,�t4 ��y�jt4 tiN;S,t `r� z"t l;tgJ� � �� `��_ �kl� !f.��,t t''��y tt�7�j{fit}{ ,t .Y .�,�,,u",If „'�y'�'sy�1:}:r,P•'i''�t''° •��-rvif` a tr� .�r�`,�„y3�� ;�'t.� ..� cxi,��{,.f}.� �A�,�t. d�tr, t 14-nb�t s 45 �` s I�d '* "I>. kf '�#+"''��� � 3t 1; � ��• ' tit{=„ t r} ;�i+, : t��• ' :l z`tY � , �^i t y1'•r� � s� .(r r, ff� k r �t.•i .r��. __7+���*+' ti d i �y �f< �'!,e�,�,q���{Ys .M�{Kt�[j,L'h Y�nflr�.t�i.:�z Y }r.u" 9•,``.�l ti�,,�'' SNP.:.Sr',.tt, ,f ��a.�fN lrii�r�tt y.fa f�s'i��•. '-hI11�.�,�a y�7� .�;: `its.a{ �n�'� {. F ;.�➢ �ns<L c%SiLL' �str �>? >x tx ;�f���,,��� r �1 Mlt ,.w1,ta,,i.l�,.�+ik .:}�`9 13�! kF �S,f{ t. E }>4•.t. ,,w�� ,�i, ery.¢ y �yf•f;a+ 'i ., �t�y+�,.� •t "�, ,,t��,�;.1. } 7 ,:+! t., �.�`r.i• x C :Jt {�: f ,1 , ..1 r ,"t 7 fs.x `YZ.`+�i+i�i}3�ii,..M+� , G . ,�, �.N,N � ! i i , { EJ�, r<Sl, ,5',� c?.r� r'..•Si i ,f { f n F•i^ to the work of subcontractors and to give Contractor the same power regarding E a`,�ti. termination of any subcontract as the City may exercise over Contractor under any provisions of this contract. Nothing contained in this contract shall create any contractual relations between any subcontractor and the City or between any subcontractors. 2 s 5. Liquidated Damages. The Director of Public Works may deduct $1,000 per day from any amount otherwise due under this contract for every day Contractor fails or refuses to prosecute the work, or any separable part thereof, with such diligence as will Insure the completion by the time above specified, or any extension thereof, or fails to complete the work by such time, as long as the City does not terminate the right of a5 Contractor to proceed. It is further provided that Contractor shall not be charged with liquidated damages because of delays in the completion of the work due to unforeseeable a causes beyond Contractor's control and without fault or negligence on Contractor's part or the part of its agents. . fi + � Frc xq 4S q 6. Termination. The City reserves the right to terminate this contract by giving at We least five (5) days prior written notice to the Contractor, without prejudice to any other '> I rights or remedies of the City should the Contractor be adjudged a bankrupt, or if Contractor should make a general assignment for the benefit of its creditors, or if a _ receiver should be appointed for Contractor or for any of its property, or if Contractor should persistently or repeatedly refuse or fail to supply enough properly skilled workmen z3. ti fir;;;.::: �.,' Vil ` or proper material, or if Contractor should refuse or fail to make prompt payment to any =;r+ ..........A , ` person supplying labor or materials for the work under the contract, or persistently r { disregard instructions of the City or fail to observe or perform any provisions of the 44 contract. 7. City's Right to Proceed. In the event this contract is terminated pursuant to ..,.. Paragraph 6, then the City may take over the work and prosecute the same to . completion, by contract or otherwise, and Contractor and its sureties shall be liable to the City any costs over the amount of this contract thereby occasioned by the City. In any s such case the City may take possession of, and utilize in completing the work, such t materials, appliances and structures as may be on the work site and are necessary for completion of the work. The foregoing provisions are in addition to, and not in limitation of, the rights of the City under any other provisions of the contract, city ordinances, and '+ state and federal laws. it t{,4 r « 6. Indemnity. The Contractor agrees to defend, indemnify, and save the City harmless from and against all claims, suits and actions of every description, brought '. . zm against the City and from all damage and costs by reason or on account of any injuries or damages received or sustained b g y any person or persons, or their property, by Contractor, its servants, agents or subcontractors in the construction of said work, or by any negligence or carelessness in the performance of the same, or on account of any act v<r or omission of Contractor, its servants, agents, or subcontractors, or arising out of the :t{ award of this contract to Contractor. �t fr S. 4 F N i'i`G',c'kj f`a':�a..•a��.f�:,� SAr Ftrrl,�r J i �i,�yr(r9+tt f,.t .1 , t � 5 . ,, t 9t y#: t ..r ) ' C � ,�,�`i� ryL�{.J 4 L�'rt+r�.�rA51+A_°•fit it titr F '�i r }.,irk�t{ai 1 't t '�a s l r t' 5''k{ a tt. y �i:i �'�° 1'"' �'";S3°''#f[ti iyi {.t.Yo-� a 19 .0 i jl:t'� r�r':1; It'y �C it .t.rcYt t..N`1h*afi}y`�.li =4f,4f�t.t ti1S•.5 �fl1SS Yl tif; ,'?J, )�ti{},�t.r4,,cat/y�.r�.�.;�4 �+� �•s3h,Jr,'��m{•,i R;r, . r;4 t?e }n, 1 l ''�. s , F ,.ate ��r r g�.r ��+,j �+�i�. `•a 15,E t. 4 F.y_ ..� ) $rT"•F tt d i k?t 4 £ 'R � 1�} .�': r r :f{ .. .';a f rk. txt r �1)� .�`.�}) {fir A{JcT t„ �,,.,� g1� ti � •?( S�:r,� r„��'d• r f t t)tYi { r a e s n9 . $k 1,., +,:i-1' x a,yJ'?' -'{t Jf tL� r�f�'S�S # y f x ,S J+S d :,f t:#h t t ." r''"` .f '` :� t �lr f�y�l . y '"4.r•.a ;`Jr •x'�J 1:f.��t.t i'.�y'`f''.".ti'�3rrz s�, {Jj^�� )t r}�t.?ry {{���n N 7 ,� r'' f ' ,,yi + r N),.z•'1 r k++�s x;�'�t1N•�".�2,�}�N•q; tS�r,...X �� :9iJuS``l�i 4. 3 1` 1'! �5 Ri�.t�.4',;t ..{ktt,;h`tGy'z;o 'c.dj � lr.rlV f.t„+f. St tfr.a ..,,,'t 4 .asl:r`,' t{,�+�. t.,S'ts n t•,.��4� r.0 1sfW, �•'4�a4. ." �, � 1' ' �.e, .�,� lz 3 a"ht.�5�•+,�)rr .t. .s .rS: f' ! ?;{ .1 sf . ire{,. �,r 4 i J i a..,< ', fir,.;.:`t.t', ,�,r '� ..9,": �., ,i�r .rh ���'�iRr:(' r`i�,. ..„ y.Y ti# -,�1 fl .a..yt ffi Fz .'�1 'S•: TJir. ,z i�P;�;:e'F�y dd y}.Zf��{ yy i ,y. r;( .l 1✓' d c +' �.,i 7r ) 'r/+: I ' '. y. ## , ,3 7. Y '�'.!, t' Jt SJ^.. t t,Sa?.` a 77 7z, 9. Payment for Labor and Materials. The Contractor agrees and binds itself to pay for all labor done, and for all the materials used in the construction of the work to be completed pursuant to this contract. Contractor shall furnish to the City a bond to Insure the payment of all materials and labor used in the performance of this contract. 10. Supplies. The Contractor is hereby authorized and directed to utilize the City's sales tax exemption in the purchase of goods and materia s for the project as set out In Section 144.062 RSMo 1986 as amended. Contractor shall keep and m9intain records and Invoices of all such purchases which shall be submitted to the City. 11. Payment. The City hereby agrees to pay the Contractor for the work done pursuant to this contract according to the payment schedule set forth In the Contract Documents upon acceptance of said work by the Director of Public Works and In accordance with the rates and/or amounts stated in the bid of Contractor dated August 24, 1995 which are by reference made a part hereof. No partial payment to the Contractor shall operate as approval or acceptance of work done or materials furnished hereunder. The total amount of this contract shall not exceed Three hundred six thousand elaht-hundred ninety three dollars and 77/100. ($306,89 M 12. Contract Documents. The contract documents shall consist of the following: a. This Contract f. General Provisions b. Addenda g. Special Provisions c. Information for Bidders h. Technical Specifications d. Notice to Bidders I. Drawings and/or sketches e. Signed Copy of Bid This contract and the other documents enumerated in this paragraph, form the Contract between the parties. These documents are as fully a part of the contract as if attached hereto or repeated herein. 13. Nondiscrimination. The Contractor agrees in the performance of this contract not t to discriminate on the ground or because of race, creed, color, national origin or ancestry, sex, religion, handicap, age, or political opinion or affiliation, against any employee of Contractor or applicant for employment and shall include a similar provision in all subcontracts let or.awarded hereunder. i'x'` � y+�,� d Ae � .'4# S '..r•l�+r,yl!�Nrl91F•,�� .:%a! �i}y5�'+r�rrs#���+ '4 if �/+� ���"!+'rv't�ta 7��ia r r��yi�t�li r� ��xl� �� •'� 'e.� k;,. a ,i r� J r i. �f�, ' �.1,py71�,+..''� t�.r+•�.....Y.7,z4'c�[il•;.,F*Yl�.�*,�Lni'f`��}��'y� f.�^�' ,r.Y. .f, + ,��` ,,�`)"�:�;?..4 .li �f. t • � •r • i • • rM�` f4�: • �ij',�fi���e'C " 1®rd .' �:��;c;iii: 'rs t�,' '+ ` t< t ,!n�t.r' !�1'%:}pis+k•.1K,�y"u•,'fni:.�,�"?4S�'t G�. ir,;�;,4}"I�tsY��i,^�"`. ilk.4y� •+,}(�j�, ;�i?�' u ist4 � %rl y r.{ �, ., w r,} �,ath 1,1<,` t`•77; "'.^rP, ,�.' `.s• �t., -•x'3 ,•�,r 2`- r:.?,;t,•, .-t,r ...�ittf,.ssi=tts J;ra'•'YV.n j �1 ,�',fi, •r `Gt,. alI..rr •�, ,7 r�Iyh";hy„�i�,,,�r.a�,`..,,,, 1 1: MI K7 r .;71,' � fa. n.4 .:4:, •:. :��.;r,l. s' .5,°�:iv. .,{.. �. u��� �ldf.{?n`�..7t. �d,J. °n1t"`y^` ".vt.f,:.":i l,/4i7'f;'; ' .t,x. ;+;l, `�7 „a�. �L s,l'° i tVV;�„i '.)1, •.,f, �37.s. � ; f,' .�•4 a', y! r � } '�{::r�j;6. x,5 Y' ,r. •.!�n,r ,+tS)o.� $�� x�a/, ? 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"7H t�t.''ln;:, .�; 2• fki� r .c'id` t � tt J4T� I't. 1 1 :,$; o•�•}��: ia, r�.,rr�,i .r wrr�j„> ,.,k .:4�{v y t�Vpt 1••,.t;” 5-..- ��> iv'.§;b,,.,4�7•n t. ?{�t i k�,<' t � `::}.,, ir. ;.,s.3.f Y, f .0 �,, ft ,� �J{i� t�ip•�' �. .3�. <�.5..,�n... 'S!��'G s �':. `r� '� 1 t' `'I,+fJyi I ,�,, t t A S'sh;..:!(:'.'l'�ti •� ' ��';x''y?�J'�` 'C�7i�-^'�' %';R�� �.� �y.�,��}���l'�'`f�j� i` �•: Ad 7,ally"'�!.{.t,J,�y;,t`••a{J!d� p;`o{51F(.�;�7r jll{:?.;,. r } cr, 7 t .,r •!., s,�n''r' k>,�11.r._�� i�,�z n. �> � �'���1 4 s f� i 4 r�., i •�, t+'t•.��i. � {::�l f'i r j�} t 1 h 1 .J• .rua+reli � s^ r ... ' 4 aK'id ';�,xt113R+�•.i.'hp + 1.1 1�+,�� � ; W�'IY+W t x• }- �'' i ' �1r. ` .y'a � DATE AT (MIWDD/YYI '.: P1 09/01/95 .: a PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION t. The Nickles Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE � a 34 1n1pp Dr. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ox 6910 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. ` on City NO 65102 COMPANIES AFFORDING COVERAGE The Hicklas Agency COMPANY •:'`#. &I - 922 A Bituminous Insurance Company INSURED COMPANY , L Nuenks Brothers Construction SAM' 13y: i''• Company 1'' Route I., Box 163 COMPANY „ S/ Loose Crook HO 65054 D ClA'VEpAa t THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO TI IE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED On MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, rrY e EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFEr,TTVE POLICY EXPIRATION LIMITS LTA DATE(MMIDD" DATE(MM/DD/YY) ?;'..t9 t•.v: r GENERAL LIABILITY GENERALAGGREGATE s2000000 A X COMMERCIAL GENERAL LIABILITY CLP2196189 07/01/95 07/01/96 FRouucrs•comp/op A00 /2000000 CLAIM MADE ®OCCUR PERSONAL Q ADV INJURY $1000000 OWNER'S&CONTRACTORS PROT EACH OCCURRENCE $1000000 } `r FIRE DAMAGE(Any one fire) $50000 MED EXP(Any ono person) $5000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $1000000 A X ANY AUTO CAP1866445 07/01/95 07/01/96 _: ALL OWNED AUTOS BODILY INJURY �74•rT{; ' per pe—n e SCHEDULED AUTOS ) A: f}}t IRED AUTOS BODILY INJURY !s ' (Potaceldenq f 7'.t •". NON-OWNED AUTOS t x'r I h..e TiAE PROPERTY DAMAGE GARAGE LIABILITY AUTO ONLY•EA ACCIDENT f NigF r'' ANY AUTO OTHER THAN AUTO ONLY: EACH ACCIDENT SnL. AGGREGATE S EXCESS LIABILITY EACH OCCURRENCE UMBRELLA FORM AGGREGATE t OTHER THAN UMBRELLA FORM S Q s tr: A WORKERS COMPENSATION AND STATUTORY LIMITS sfz tµ 4 = EMPLOYER'S'LIABILITY EACH ACCIDENT $100000 THEPROMETOR/ wm WC1146978 07/01/95 07/01/96 DISEASE•POLICY LIMIT 16500000 F wa f.,r•.,-, OFF4ER4ARE: IXCL G8F18E•EACH EMPLOYEE 19100000 OTHER r., A Property CLP2196189 07/01/95 07/01/96 =t A Equipment Floater CLP2196189 07/01/95 07/01/96 ;n ; DESCRIPTION OF OPERATIONSlLOCATIONSNEHICLES/SPECIAL ITEMS ' 4Th Nest High Street Slope Protection Project. �s.;I� ?P��6ipI�ICA't'f�.,NOt.r7��1�. .. .... ::•:'..;:<:. :.; ;.:.::::::...::.::CAN�1`LL�'1'LaN •;� CITYJ W 1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE �. <' EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL a, 30 DAYS WRITTEH NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, , r BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR UA51UTY 4 `•�� City of Jefferson , ;; 320 E E. NcCarty Street of ANY KIND UPON THE P ,ITS AGENTS OR RESE ATIVE& �+ Jefferson City NO 65101 TMc��RgPREa 3 ,y The Hicklas A A h gtiN`>ICI:?IJ '. { MbUhtU t } S rwy'�• ,�! VK Y.r. 't�"at��.+!•'"�+'v�.�t.:rrttt�ayt�jh L 1�.. }t .: 1 4' ', sn I' ri :t t t tti � p': ( r+r i eft rr�L''''.'•�K�.i 1 �tY�,�sf,� 4stf3s�4+ti r:1 .j,°r { { .YY 4 i 1 f 3 ), x { ; ! 1�}�t,{'� Y j}7 rr`rF' o4'9+�r$ tµ�..-yth ; r b'�t yK t rf/rr7 Kti�: .n @Ylc r r t a , .rS.r l.Ark `+ rYFevr' u� ';, en i ¢, s �.k("_g•�.�-t�;,y 4�"c t{lr� l i':r1i, h•Klc,_4'} /irY r' f r' r'�.t 1c t itr � 1 '.1�' �r i1��;rt-.A �t,5 �s��rt '• .t' it J'�f, �$ f t I° of•Y^ f t,3 !?t( t t ,3 4 ry 1 L S} St 6 `7 riJ' G4Y#r fR'. t}}. ,li. x; }.y.. � �ia �xs.{.Yft+ty jw ,�aa;-r� }� r.; } r 'ti.•'t t�r,rN' 1 .t �t;i tt.��rl`.' ,r� }t>. rt�l yr ��q�Y ,h�'.��r��Yic: ,�p k v� r .. 'i J 2 •t� '>�JM d,(" ro r �X r r iJ i �}. i # tP , l , 7; ' . t �J 'ut k��•�ta`,,}°i d.�' ��tr+, k•�T. I ; y� h A�@AY.T•1 f{f�77 .:n.�F. ..4_..y!n < ��`".i'T-A't� �.:.3..�Cve?@�+dYS. .•,,,.... _Rrr. u. �f!te�h t,,..v�r.'r ' ' �{iY��'.e''gt,�{•tK { ¢��� y,. � � ;.:.; F P yy .w 1(�� .; �[/f���y( e��}}gg �1y�§y��}{ .:» : •;T ��!'���,.OM®0 OP, '•'i: �'i•v: '�!.�;\ ■:M: .'.:•: :.::;i v: .'.:: ::::: {��.• .it�!fst;. ................ �1 S K.�.......:::::::. 09101195 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION The Hicklas Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CEI,ITIFICATE ��'•'�i zr, 3407 Knipp pr. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ox 6910 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Afj`" On City NO 65102 COMPANIES AFFORDING COVERAGE TQ41, klas Agency °OMAN Bituminous Insurance COLIIpAllnyk4 ,. INIURE0 COMPANY ' tY>' COMPANY Nuenks Brothers Construction C Route 1, Box 163 a: Loose Creek NO 55054 COMPANY r= THIS IS TO CERTIFY THATTHE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD is INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS r CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, f q;t M1. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. �z�. y I CO POLICY EFFECTWE POLICY EXPIRATION toa ' LTR TYPEOPINSURANCE POUCYNUMBER DATE(ItLDUDO/YY) DATE M/D UMITB Y;N.YS ' ,..,• ': #^ 4 -i GENERA!LIABILITY GENERAL AGGREGATE $1000000 ?` A X COMMERCIALGENI]aALLIABIUw CLP2253561 09/01/95 09/01/96 PRCOUCTS•COMP/OPAGG 61000000 N. ii CLAIMS MADE LJ OCCUR PERSONAL&ADV INJURY $1000000 two N�r:."?',,r''•P ,f X oYVNEa e$CONTRACTORS PRDT EACH OCCURRENCE 61000000 FIRE DAMAGr WV one Oro) $50000 ?` MED EXP(Any we parwn) $5000 AUTOMOBILE UABIU[Y f.. COMBINED SINGLE LIMIT 6 ANY AUTO ALL OWNED AUTOS BODILY INJURY � SCHEDULED AUTOS (Per pe—) 6 IREDAUTOO BODILY INJURY ?t 6 AUTOS (Per*=Idenp #' f' PROPERTY DAMAGE 6 Pti 3: GARAQE LIABILITY AUTO ONLY-EA ACCIDENT 6 � ANYAUTO OTHER THAN AUTO ONLY: EACH ACCIDENT 6 AGGREGATE 6 EXCESS LIABILITY EACH OCCURRENCE 6 UMBRELLA FORM AGGREGATE 6 OTHER THAN UMBRELLA FORM 6 �= WORKERS COMPENSATM AND STATUTORY UMTIe EMPLOYERS'LIABILITY EACH ACCIDENT THE PROPRIE M ilVq P DISEASE POLICY LIMIT 6 OFFICERB ARE: EXCL DISEASE-EACH EINPLOYEE Is n` OTHER •fly, I. r ' MCRIPTION OF OPERATION01LACATIONU1/EHICLES/BPECIAL nEMB nay Nest High Street Slope Protection Project. H C I TYJ-1 SHOULD ANY CW THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THUMOF,THE W SUING COMPANY WILL ENDEAVOR TO MAUL d 30 DAYS WRITTEN NOTICE TO THE CERTIFICATIE HOLDER NASAED TO THE LEFT. `e - City of Jefferson BUT FAILURE MAIL SUCH NOTICE!SHALL IMPOSE NO OBUGATTON OR UABIUTY " ' 320 E. NeCarty Street OF ANY NIN THE COMPANY,ITS AGENTS REPRESEHTATIVEL Jefferson City NO 65101 Au r' . The N c s ge C�fi#�1 :...!.:. . . .........: :::.:..::;:�:;.;:titiA�C/pkl INSURED'S COPY ' �, N d`.r7�rzi't t t'�l i ri' ��✓3 4 r 1 :a� t}.! Y•y / . p t! ''�i 6Y�� �!, }+ }�TS�����tt•�.1f7 ^,i�<I�'t"�Id 2.r 1 v�'.ti t �{`j bti tr5'� SCR'r`y F r spi r, ����'s r�rj�s ;,•�IJZ"V'{<i-4itFr���c`����� r't�.tS 4�t� ,,art� t�t y`F 4 I .S' '� } F. 1. it r.t�Jh� !,f i y r�1. -�,,I ti.t rl . ,'��` t})}�.r�'4?'&..'F^r��1�'S�?✓✓�•t*iFy tf��Cttt�l�<,i r>t i1S�x;;s+r t to Y�s r r y}S� R� 'l.l�j i IrI,, i�. J i �P, �1.�j ttlr4?;,r»'�'9f-..,+G"..�..', + +t.tX�.f �'i•{sstS�L+�'t,��r,�Ly�{R�tti. c,..tr 6f,'tr.I tai 'h S ,t.t v� 4'yF ..,f}µ. �< �J`� lS( t„�i 'i5 t��i YC",n�'''tn.'t :�' rAt 'a - a .rt-:.r .h.�,'iAA.t�� �x.ir�'yry'?i}a'.t.�. �J` ,ti[ {7;4?i;i1 i'fi�r' t ,' r .0 5{ 1' f t�5 ,r ��'�"+�i ''�t ,ki �'�r'�:�,y��{. e•x°'7 ffv .Pt� �. v.,",r++rt`�;,'��fy .2{:{.,tS xa{tZi�eg k �r,r:��Y trvfv�+ �r 'fir r�.r'}iih•tt (/`� '�t z7 a'e r. f t , }tt }5�>iF Yt �,9.�4,`•y ,�.�yy, ` .��t t �:id � f. �t�'14.'#;r fyt s itr'Ir Z� 91,$1rJ � •f � {.. { hf r7"r' c ' h ,..;� e.,. :F,G yt $ t{;.•:,, V n,-s7 f` a:i '�Z{t r + F Li I e �. .k a} A. t t, t aE' f j j^ t,x r i f$`g}:;I��+:j4 4 M rljy,;, i+r�nil}k:t.{;: '., :h �� M.�� �. .r. it '' .,tz.v ' }o- ' •;r..'r.F' L ;r� s.; �S rr o `..:;rS.j a ?r �, t .R r {.7..,..,�' .14 1- PERFORMANCE, PAYMENT AND GUARANTEE BOND KNOW ALL MEN BYTHESE PRESENTS,that we, the undersigned Muenks Brothers Construction Co. hereinafter, referred to as "Contractor" and American States Insurance Co. a Corporation organized under the laws of the State of Indiana and authorized to transact business in the as Sure ty, are held and firmly bound unto the State of Mi ssour City of Jefferson hereinafter referred to as"Owner" InthepenaISUMof Three hundred six thousand eight hundred POLLARS ninety-three dollars an a 77 1 00-: 1 $ 306 ,893- 77** lawful money of the United States of America for the Y V payment of which sum, well and truly to be made, we bind'ourselves and our heirs, , ,-.F � executors, administrators, successors, and assigns, jointly and severally by these 0, presents. THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH THAT; WHEREAS, the above bounded Contractor has on the I s t day OfSeptember 1995 entered into a written contract with the aforesaid Owner for furnishing all materials, equipment, tools, superintendence, labor, and other facilities and accessories, for the construction of certain improvements as designated, defined and described in the said Contract and the Conditions thereof, and in accordance with the specifications and plans therefore; a copy of said Contract being attached hereto and made a part hereof: NOW THEREFORE, if the said Contractor shall and will, in all particulars, well, duly and faithfully observe, perform and abide by each and every covenant, condition, and part of the said Contract, and the Conditions, Specifications, Plant, Prevailing Wage Law and other Contract Documents thereto attached or, by reference, made a part thereof, according to the true intent and meaning in each case, and if said contractor shall replace all defective parts, material and workmanship for a period of one year after acceptance by the Owner, then this obligation shall be and become null and void; otherwise It shall remain In full force and effect. r yf Riti!,3.t21'4`r- ` �� a�t c#y't'�: a�,�,� :.7��A�,a n,'Fv,°ra4'i �,�.: a ' --•--, 1 t ,�,�; S t:: , Y�.;, s t.i��r Ott r.t�+F�'{!SY ��ser,7",t �' s .. .! , :•t,': < )r .` 1 -,�i•,� ,) for any labor, 7: n that if the said Contractor fails to duly pay PROVIDED FURTHER, materials, lustenances, provisions, provender, gasoline, lubricating oils,fuel oils, a and coal repairs, equipment and tools consumed o used in said work, groceries ' p oodstuffs, and all insurance premiums, compensation liability, and otherwise, or any other f their, or its supplies or materials used or consumed by such Contractor or his, will a the t� fa. subcontractors in performance of the work contracted to be done, the Surety p (' same in any amount not exceeding the amount of this Obligation, together with interest as provided by law: 1 ' , < : the terms of the IF FURTHER, that the said Surety, for value received, hereby stipulates an k agrees that no change, extension of time, alteration, oreCd ciaitoionsoaccompanying the + g , contract, or the work to be performed thereunder, or the specifications notice same, shall in any wise affect its obligation on this bond and he terms of the waive contra t, or , xtension of time, alteration, or addition of any change, e y to the work, or to the specifications: a the prevailing hourly rate said Contractor fails to p y p 'h PROVIDED FURTHER, that if the `" ' . - m' a workman engaged in the ` of wages, as shown in the attached schedule, to any v rr r, defined and described in the said +}. construction of the improvements as designated, 7 a contract, specifications and conditions thereof, the Surety praeasondo (hisrt a act or �i�� penalty provided for by law which the contractor incurs Y w, r ...,:. g g with interest ={cz omission, in any amount not exceeding the amount of this obligation together _t as provided by law: t here et his hand and the said Contractor has unto s + IN TESTIMONY WHEREOF, the said Surety has caused these presents to be executed in its name, and its corporate sea to tH, hereunto affixed, by it attorney-in-fact duly authorized thereunto so to do, at be he Np on this the Jefferson City , ' Sept embe r jg 95 Al I s t day of . r }.fit • �t,rS� , � Muenks Brothers Construct ion Co. ' Insurance , 4* American States .r+ '"t COMPANY ONTRACTOR rsa,f; SURETY , .r." . B #t (SEAL) F 1 B (State Representative) <. Attorney-in-fact r�4 (Accompany this bond with Attorney-in-fact's authority from the Surety Company certified to include the date of the bond.) ,t .M1 •'kj wrRM++ ro' y ti �. li 1'. 1<. r �1 ,P t illy ' 251 } ) "ta z���•ii^� 9 ' t w 9 j.a:rt a Y t t r t tY i �. l tt++St �. t it v ,•y�,�ti't" Y'l� s-S ><�3�7 �� ?r �. Rw frvr �+�,kXla' tq7`"`j"'[is'/;,''ti}' 4:i3�*t t. ..,51: .S '}�c F$!R y'��"'�,7,. �{�' �r�1i y`t tt�t'.j t i'�'"y�,S,..4'i>µ*^„�4t„'.h H;�`.s.t"i yF'yy#k.p T'.4�����';”k r j.C?},`;,Y i";^S°�RF,�`l}'.�,�:¢n t F'.c-0,.j£?L:.1S'.M�a�.Stt!.`l Y•;tr`{.'o.te 1r''u r l�;x�.#1:��y�rsT.:�t.�'i tf>"#h5+?c�`'+s1.:.+�,t.[,x',d.�j�['°r"','r`nv,.}{'C f r[}Lv.+ty':zLi.rS'.Ciq?�i a)-W ti 7,'[t,a7 1,;9.',�.•t�4+t��'�..f.,";�,'rk.°+'.�4 F+y.,77�'w;.�''`�!n�t.7 r`"t Y k).aa Ys}•�'ct 1f l7d'L,,l 7�i.+t...a.s i�r 3F t4.F*''s..{r af n,n.4 W�L Y t 1,,c^i�.f�,`L",1`[;?'i l4 a'$.i',:#7 Dk e'.>-T..f[a#>}s..�tR.v.X.°.S,tt Ltsf'..{#S�.'7,fi'FFYhL jaW i:rFy.x.ni 7.t jt'E�:r t,''�pj.�k yy,�',:�;'X,"i,�r'?(e7;,1t4i,,j'�,-�'n7,�it�:};,lP x.+�.5k�iti•22i t�:nc...f I ge>t{a r��a rS,'S„rt t f.;�f l{!,,'•i"x 4i1 S»,,t.7 r✓2 i f'� 4 1# r u 'el , a� 41, ' °s V k Y .[ S tJ. .S” 5. .1T.. ,. s.v„',":t ra .,1,. � ..y tr, t,tj„�'. •..,rr�G}i.r:;,141;c�i`ss`�� r,.r"''rCt ' ;3i;�F`'t ��.. ��� t. �,,, .�„• .. ' ! j .. � ;5;,� fiC .. ,f t *�'„i.V;,t.t��z�,j4 ps f`'(1u��4��'''�.t'::r'�. :? .�,I� ��df .. r, ..,. ' � �' „�'ttt�rP:v i t irbt. r.i[ .�7• F /t, 1 vl. k t : • II GENERAL POWER OF ATTORNEV.> ;::`.":•`':r fie► AMERICAN STATES iStates insurance Company INSURANCE AWdUNCO NNATIOMCORPORATION INDIANAPOLIS, INDIANA I KNOW ALL MEN BY THESE PRESENTS,that American States Insurance Company,a Corporation duly organized and existing under the laws of the Slate Indiana,hath made of Indiana, end having Its principal office in the City of Indianapolis, , constituted and appointed,and dons by those presents mat4o; constitute and appoint ---- -------.------DON NICKLAS, MIKE SPILLMAN OR SHARON RACICERS------°°°-- 7' u_ Missourir of Jefferson City _ and State of Its true and lawful Attorney(s)-in-Fact, with full power and authority hereby conferred in Its name, place and stead, to execute, acknowledge and � ` (,q,•, s,•s rovided, however, Y deliver any and all bonds,recognizances,contracts of Indemnity and other conditional or obligatory undertakings, p pqr that the penal am of any eed one such instrument executed hereunder shall not e?cc �1e� W es' N��]pRED THOUSAND AND NO/100 (5500 000.00) DOLLARS--------_°----___–__°__- H and to bind the Corporation thereby as fully and to the same extent as if such bonds were signed by the President,soaled with the common seal of the Corporation C) , c and duly attested by its Secretary,hereby ratifying and confirming all that the said Attornoy(s}ln-Fact may do in the promises,This Power of Attorney is executed T and may be revoked pursuant to and by authority granted by Section 7.07 of the By-Laws of the American States Insurance Company,which reads as follows: "The r Chairman,the President or any authority granted (Including any Executive Vice-President,Senior Vice•President,Second Vlce-President or Assistant Vice-President)shall have power,by and with the concurrence with any other officer to the Corporation,to appoint ion, any k.� W as the business of the Corporation may require and to atithorizo any suan person to execute, on behalf of the Corporation, any bonds, U) recognizances,stipulations and undertakings,whether by way of surety or otherwise" a LU IN WITNESS WHEREOF,American Slates Insurance Company has caused these presents to be signed by Its Second Vica-President,attested by its 2nd da September IL Assistant Vice-President and its corporate seal to be hereto affixed this y of A D 19�_ AMERICAN STATES INSURANCE COMPANY O ` ZZ By 4'J ATTEST: cond Vice resident �y INae4 As nt Vice-President I— W U m Z STATE OF INDIANA SS f= COUNTY OF MARION ���' September z On this 2nd day of A.D.,19-23 , before me personally came J h' F. Heim me known, who ose p a being by me duly sworn,acknowledged the execution ot.the above instrument and did depose and say;that he is a Second Vice-President o}. American States Insurance Company;that he knowg the seal of said Corporation;that the seal affixed a the said instrument is such corporate U7 seal;that it was so affixed by authority of the Board of Directors of said Corporation;and that he signed his name thereto under like authority.And said Z Joseph F. Heim further said that he Is acquainted with John J. Rosich and knows him to be the Z U Assistant Vice-President of said Corporation; and that he executed the above in umert. cc Z , fir;,; t'...7 Notary Public PY P Gel a Z QA O STATE OF INDIANA a X Z COUNTY OF MARION } SS DIANP CL Q John J. Rosich _ the Assistant Vice President of AMERICAN STATES INSURANCE COMPANY, do hereby certify that 02 the above and foregoing is a true and correct copy of a Power of Attorney,executed by said AMERICAN STATES INSURANCE COMPANY,which 4-_ is still in force and effect.JQ This Certificate may be signed and sealed by facsimile under and by the authority of Section 8.03 of the By-Laws of AMERICAN STATES. �G Z INSURANCE COMPANY which reads as follows: p "All policies and other Instruments of insurance Issued by the Corporation shall be signed on behalf of the Corporation by the Chairman, C3 the president or any vice-president(including any Executive Vice-President,Senior Vice-President,Vice-President,Second Vice-President, Q or Assistant t or anrosident)and the secretary,assistant secretary,or other officer,whose signatures,if the instrument is duly countersigned p by an authorized representative of the Corporation,may be facsimilies. Such signatures and facsimiles thereof shall be authorized and binding upon the Corporation notwithstanding the tact that any such officer shalt have ceased io be such officer at the time such policy Z W or other Instrument of Insurance shall have been actually issued by the Corporation." 1 s t September, Cn cc In witness whereof, I have hereunto set my hand and affixed the seal of said Corporation,this day of W: �6 finer, = A.D., 19 f- ~ I... c f Assistant Vice-President t' IN THE MARGIN HEREOF IM;:. �i THIS POWER OF ATTORNEY MUST CONTAIN A VALIDATING STATEMENT PRINTED RED INK, WITH A RED DIAGONAL IMPRINT—AMERICAN STATES INSURANCE — PRESENT IN ITS ENTIRETY:lE;, ]9*1469 YOU HAVE ANY G�UESTIONS REGARDING THE VALIDITY OF THIS POWER OF ATTORNEY,CALL 317-262 5262 OR (2.42) WRITE US AT P.O. BOX 1636, INDIANAPOLIS, IN 46206-1636. �t`y0�a t: �. ,.wew.ats.i.�Muwv{"`xt't4�.0<1v�5„r..4a:.•.w..._... .... .:... r'.kS,., :t. f }:''r4 } tr.l�� �� .y`} � G i �,:•7 'h f�t�`tr5 7,ta/.f tt �i} . ,�il!}t)....,,•.:: 57 P' `�c.;.,'ST'aE.�Is^yi�a�����if `¢� �k'i.�*1Ikii� � � �r�1 �e /1 �i. F1. GENERAL PROVISIONS FORWARD + u LJ The following Articles GP-1 through GP-46 are "General Provisions of the Contract", modified as set forth In the Special ProAlorts. r •� � GM n CONTRACT DOCUMENTS it Is expressly understood and agreed that the Contract Documents comprise the Notice to Bidders, Instruction to Bidders, General Provisions, Special Provisions, Bid, Contract, Performance and One Year Guarantee Bond, Specifications, other documents listed In the Table of Contents and bound in this Volume. Plans, all Addenda thereto Issued prior to the time of r opening bids for the work,all of which are twreto attached,and other drawings,specifications, and engineering data which may be furnished by the Contractor and approved by the Owner, together with such additional drawings which may be furnished ' by the Engineer from time to time as are necessary to make clear and to define In greater detail the intent of the specifications <F` and drawings,are each and all component parts to the agreement governing the work to be done and the materials equipment fy q.f to be furnished. All of these documents are hereby defined as the Contract Documents. '' M... The several parts of the Contract Documents are complementary, and what is called for by any one shall be as binding as if •z w �;'F` called for by all. The intention of tine Documents is to include the tarnishing of all materials, labor, tools, equipment andw h . W'.., .. ;; supplies necessary for constructing complete and ready to use the work specified. Materials or work described in words which F; so applied have a well known technical or trade meaning shall be held to refer to such recognized standards. The Contract shall be executed in the State and County where the Owner is located. Three 3 copies of the contract documents shall be prepared by the Contractor, each containing an exact copy of the Contractors bid as submitted, the Performance Bond property executed, a Statutory Bond where r eq uired, and the contract agreement signed by both Pa rties thereto. These executed contract documents shall be filed as follows: Two with the Owner ' One with the Contractor t' GP"2 DEFINITIONS ; Wherever any work or expression defined in this article, or pronoun used in its stead, occurs in these contract documents, its ` shall have and is mutually understood to have the meaning herein given: 't:..�rt s �• 1. "Contract" or "Contract Documents' shall include all of the documents enumerated in the previous article. ` 2. Owner", City dY PadY g ` 'City",", or words "Pa of the First Part, shall mean the entering Into contract to secure performance of the work covered by this Contract and his or its duly authorized officers or agents. x'ri 3. "Contractor" or the words "Parry of the Second Part" shall mean the party entering into contract for the r� performance of the work covered by this contract and his duly authorized agents or legal representatives. 4. "Subcontractors" shall mean and refer to a corporation, partnership, or individual having a direct contract with the Contractor, for performing work at the job site. rk' 5. "Engineer" shall mean the authorized representative of the Director of Public Works, 0.e., the Engineering R'`% Supervisor). 6. "Construction Representative" shall mean the engineering or technical assistant duly authorized by the Engineer ; f x limited to the particular duties entrusted to him or them as subsequently set forth herein. ` y r r•3'i'�`'�rki���"�C�k ���� yk� SS r 4 fi .��;'t�y�t ; )a1 J�f y..i1`:"!{ {u t. �f.�r{.,y s�• .(' }if tc i 7t.1 {i.it�'(, v' t ?(rr d t .. #r-ty }r Itrs 7 .af tt 5 h��r;y�.k:�r r 6�. ;`, r � 2 t'A�r•'� / } +, �.t j ; r� {#^{ Y^f.{ •tN i s�kaa ''Sa�l'r M1� �fp i j �lrsvi 1f,t2y.+ j'� !€t ;3� t(.{K,,y; 1,0 Vii.. ,e}+< ��Lk�„1? ),.S[i esi'[f,r�',�_ t�..•t1�., 's��,+rS°f�F"��r'��1 ��',F't 5,};'�t�t�.� :. ,`,YS'31��+,�yS}+' ��4tNt�S�`�;'�`�i,. .i. E.. n. o `s ti i,tT"'• t P ,t F+.ti rh . ° ��tt� il`r,i`,..f.,t�� �,s i+x +s'1i':,:.'� L� flr+ + {t r•k.i } ,�'t ' ' .h'• Sr' w ti :ar1+' '`'�rFra' cVF Yi ea i 4r i�� 21,�'.�f� t t}:!:l �4 s 1}l.!'� 3� rrr r, i:"l7' +..1 t�'r;.,.yr�; t" ''7 Paz i. +1 i Z;;� 'o ''1�4�'.!• �% e ai.`.t i s 3 .� ', y'1 s,>`. ,� a ! .I"7M s x :�� S E?;v '+l'�d•, d it :a rx,:��r 'xz t7'd,"l+rii.a ¢ a .' t .,it S xx .�,� irtZl 4 # '� ,�t,°. , r F . S'. �<; '� r � t 'r t i ,`< � ;�+,: ¢ .,i i,;Y , f" f. P ra,t� � � �'f•�� ',° lip �1 �" 'H`q > fi�P}�,t �t'n � i�•ER.rq S L' t' .. a"'+`„ �, A^ P 9 rt '{}d ify+aj].� i.,r $aC,r*t ril,y,7 kr+ rS .J. — .. .. .,c r 4•. ',f !I, �fi 1�u`� 3 f�a1E � 1A t .i• i t � +' E r.+4 } .:dx � t r rr i 1! .a;xR�,,,,,• C h "Date of Award of Contract° or words equivalent thereto,shall mean the date upon which the successful bidders x r. 7. TO b the City. proposal is accepted Y r.,! 1 'Day' "days", expressly defined,shall mean a calendar day or days of tw®ntyfour hours +_ r; g, Day or days ,unless herein otherwise ex Y each, g, ,The work" shall mean the work to be done and the equipment, supplies and materials to be famished under this 4r ;' contract, unless some other meaning is indicated by the context. $` "Plans" or"drawings" shall mean and include all drawings which may have been prepared by the Engineer as a 10. ; f r basis for proposals, all drawings submitted by the successful dnngs submitted propo Cityato the Contractor during a all the City, if and when approved by the Engineer, a T the progress of the work, as provided for herein. i `�• `�� 11. Whenever in these contract documents the words "as directed", was required", "as permitted", was allowed", or words or phrases of like import are used, it shall be understood that the direction, requirement, permission, OA allowance of the City and Engineer is intended. " "property". "satisfactory or words of like r , " roved", "reasonable", "suitable". "acceptable , property, 1g. Similarly the words app s roved, reasonable, suitable, s ., A y particularly specified herein, shall mean app effect and import, unless otherwise pa ' y R acceptable, proper or satisfactory in the judgment of the City and Engineer. M Whenever any statement is made in these Contract Documents containing the expression"it is understood and p agreed" or any expression of the like import, such expression means the mutual understanding and agreement , -< Contractor and the Cityr' of the f ` Specifications for Highway 4 N,:s "Missouri Standard Speci "'� ifications" shall mean the latest edition of the x° 14. "Missouri Highway Spec' Trans ortation Commission. b the Missouri Highway and p Construction" prepared y THE CQNTRACTOR GP"3 r his understood and agreed that the Contractor, has careful and quantity of the materials to be encountered,the character as to the na re an work, the conformation of the ground,the character,quality t . of the equipment and facilities needed preliminary to and during the prosecution of the work, the general local conditions, all other,matters which can in any way affect the work under this Contract. No verbal agreement or conversation with any officer,agent or employee of the City, either before or after the execution of this contract,shall affect or modify any of the terms ; • or obligations herein contained. r°�{ ! ! The relation of the Contractor to the City shall be that of an independent contractor. GP-4 THE ENGINEER j �.k ... I✓ The Engineer shall be the City's representative during the construction period and he shall observe the work n process o I. behalf of the City by a series of periodic visits to the job site. He shall have authority to act on behalf of the City. The Engineer assumes no direction of employees of the ontrarcct r responsibility consjructionuiseto the City to endeavor to r activities or responsibility for their safety. The Engmee Po protect defects and deficiencies in the work. r Any plan or method of work suggested by the Engineer, or other representative of the City,to the Contractor,but not specified ; or requlred, M adopted or followed by the Contractor in whole or in part, shall be used at the risk and responsibility of the ;{ Contractor; and the Engineer and the City will assume no responsibility therefore. }:5 t;ti "+ ,�Nf3g.�'M i y" �«rg�4 ?ttP1.i, c�, W ,tJ` �SSsaifi},! (�k lie ft 5i;�Y;^ tyrt. .rh r.*..:w,s° 5• F�.y�p �E 'S �a.,,'S'} e$'�.$`t �: t7 ts,ii. erF� i 'aia{•i +`r,fX&c xr # rl�lxtt> !' }l'�r . t;�71rly"���tt''�� `�'�' 1 �• '+ i r.d �'�:i��'f��/.f�''s+N.�,k°.N�n�r~�'�,`I�t�t��..`++$�`trt iii�a.r��+;4.�!`��.'K CS:.S,�y` {µ}'.( �` + g�fi. ! 'tl`. ,. + r, ssar �t`rii yix '�� *`kt i i2it}' �^',�� pr' xr +�!t; o ,r• .} `.',r �e � icr3 .,,r ^ ' �t,n t}4�^r?r� + ,tr r" �r pt:�ss�3'�*"i y��`S�s„ � t.` �.i.`° �1�.a,•,��'+'Srl'�{�j.���t�z+,'�k,��'vf,�{ .!. ' �,t iy,Y. ,r .... ,`r,s•. .x ,.. .. :i ,;,,,t `�,tr •a ,°S,:tVt J� t ,r5 .�c >?�Y.r 1 1 Y. Yr� n 15'(i� � � x°! . GP-5 BOND g Coincident with the execution of the Contract,the Contractor shall furnish a good and sufficient surety bond in the full amount ail of the contract sum. This surety bond, executed by the Contractor to the City, shall be a guarantee: (a) for the faithful J ? J perfonnance and completion of the work in strict accordance with the terms and intent of the contract documents; (b) the : payment of all bills and obligations adsln from this contract which might in an manner become a claim against the G c PaYm A 9 A Y A ty' ( ) , for the payment to the City of all sums due or which may become due by the terms of the contract, as well as by reason of >' any violation thereof by the Contractor; and for a period of one year from and immediately following the acceptance of the completed project b the CI , the payment to the Ci of all damage loss and expense which may occur to the C b reason ' �.��•; P Y ty, PaYm ty A Pe Y fiY Y of defecthre materials i ised,or by reason of delective or improper workmanship done, in the furnishing of materials, labor,and equipment in the Pe rformance of the said contract.r All provisions of the bond shall be complete and in full accordance with stabitory requirements. The bond shall be executed with the property sureties through a company licensed and qualified to operate in the state and approved by the City. Bond shall be signed by an agent resident in the state and date of bond shall be the date of execution of the contract z If at any time during the continuance of the contract the surety on the Contractor's bond becomes Irresponsible, the City shall have the fight to require additional and sufficient sureties which the Contractor shall famish to the satisfaction of the City within xFI {, i ten (10) days after notice to do so. In default thereof, the contract may be suspended, all payments or money due the Contractor withheld, and the contract completed as hereinafter provided. GP-6 INSURANCE 3 GP-6.1 GENERAL: The Contractor shall secure, pay for and maintain during the life of the Contract, insurance of such types and amounts as necessary to protect himself, and the City, against all hazards enumerated herein. All policies shall be in the amounts, form •' ry P ty� 9 J,? and companies satisfactory to the City. The insuring company shall deliver to the City certificates of all insurance:squired, signed by an authorized representative and ,. stating that all provisions of the following specified requirements are complied with. ?t <. All certificates of insurance required herein shall state that ten(10)days written notice will be given to the City before the policy is canceled or changed. All certifications of insurance shall be delivered to the City .. ,� A ry prior to the time that any operations under this contract are started. All of said Contractor's certificates of insurance shall be written in an insurance company authorized to do business in the States ' r.: of Missouri. GP•62 BODILY INJURY LIABILITY & PROPERTY DAMAGE LIABILITY INSURANCE rtis4' (1) Bodily Injury Liability insurance coverage providing limits for bodily injuries, including death, of not less than$1,000,000 c per person and$100,000 per occurrence. , (2) Property Damage Liability insurance coverage for limits of not less than $1,000,000 per one occurrence nor less than $1,000,000 aggregate to limit for the policy year. t GP-6.3 CONTRACTOR'S PROTECTIVE BODILY INJURY LIABILITY &PROTECTIVE PROPERTY DAMAGE LIABILITY INSURANCE: (COVERING OPERATIONS OF SUBCONTRACTORS) (1) Contractors contingent policy providing limits of at least $100,000 per person and $1,000,000 per occurrence for bodily r' r Z injury or death. � ' rU?'A1'•GV�f.' I.a. (2) Property Damage Liability providing limits of at least $1,000,000 per occurrence and$1,000,000 aggregate. �Myti• 's 4 i�'Rr+f1eTA{ oNr�!�,rr►^„ t j'h� �l�f„tl• f��4j*'ti x 5z t a t t 7 t t {4 ! 5 x ; x� p !� r.`10. 1 , � rl t � F V '�• 1 ' t r •� �5. �'�,}�y�.t�l��i[�7t'i+dli}rtY Pt st :li�t t1r 3 4 1 ` .,e',i,'j }, x �t.; xr �t h a" ! 4.H�>F�a��t �.) .14�gr��1;��'. y���p r,'tl).( tikf *'? 4>�:, t ,�;. 3.� O' t1 !,}���t 7�r3�r,J�{{ f t f. �:'' a1 � 1 3, e'� •S� ''�i.f h t,�{ ait�,(�:.t� tY.dr.ba���. �1� 9., l,i(�f �.�� ':(> 'z,, t }v �,{>Y `r y' r,;�fiYq'`. s .� Y�.. j a. f t •,'7 � .i 4 '' ,'}� x t 3 t � 9 ;+,,;:.x g" {:Lr t!,S� r h a, �.�i r i,y.�¢�{a, ;�. .p� ',+Yap.t.. ,�.7.r'�' s• x} t{, t fy:;�jry�•4,��T?!/ uay ti` i ,, ! .n�r f tl,.F �y.s-' .L"E` �+' ',•>,+i1S'-,.''.d.x ��,,;, �s-":`t :�.y„f�..�pt !�.,(,4 ,. 'i �.i. y�; ..!aYa?:v�.�;»,1 {C,� � .: ,� �. v.f,.:t�+ �` s.sj}Li t�' -.tli' ¢♦4S'1xp ':�;,t.S'<�:�f']"'.f}ri V �r,r.. �v,',t r. ez':"ii'.��'Sx�,k.pS�s'�-s.�,;�1t: �j��(' ,a}ef. 'n;•a k�� .:'34„1 .re�;,,iq,�k�. 'f ,' a r. ,. .r �.. t �<,,11 e, 5'rt��`S}�' ��. �j I gg i�. ? � Orn�,, n���Y{�5�•���rR,�,F F r' 4�.a.:Ir ( .. i .911tlr+�sri.tw:.;.'a 3 f�i��}'. s GP-6A CONTRACTUAL LIABILITY Property Damage coverage with $1,000,000 aggregate limit. GP-64 OWNER'S PROTECTIVE LIABILITY AND PROPERTY DAMAGE INSURANCE S}Sr •,r t '+ " The Contractor shall purchase and maintain Owner's Protective Liability and Pro Damage Insurance Issued in the name �,.. p h Party g of the Owner and the Engineer as will protect both against any and all claims that might arise as a result of the operations of ;- the Contractor or his subcontractors in fulfilling this contract The minimum amount of such Insurance shall be the same as required for Bodily Injury Liability and Property Damage Uability Insurance. This policy shall be filed with the Owner and a copy filed with the Engineer. Y.f GP-6.6 EXCLUSIONS The above requirements GP-1.2, 1.3, 1.5 for property damage liability shall contain no exclusion relative to: j Gr` ' a 1 Blasting or explosion. Consult Technical Specifications Part I for possible deletion of this requirement on subject project) .i; (2) Injury or destruction of property below the surface of the ground, such as wires, conduits, pipes, mains, sewers, etc., t= caused by the Contractor's operations. (3) The collapse of, or structural Injury to, any building or structure on or adjacent to the City's premises, or injury to or ` -'. destruction of property resulting therefrom,caused by the removal of other buildings, structures, or supports,or by excavations ` below the surface of the ground. >r, 27; GP"6.7 AUTOMOBILE BODILY INJURY LIABILITY & AUTOMOBILE PROPERTY DAMAGE LIABILITY INSURANCE Contractor shall carry in his name, additional assured clauses protecting City, Liability Insurance with Bodily Injury or bath Limits of not less than $100,000 per person and $1,000,000 r occurrence, and property damage limits of not less than P Pe per P PertY g $100,000 with hired car'and non-owned vehicle coverage or separate policy carrying similar limits. ` ,. The above is to cover the use of automobiles and trucks on and off the site of the project. ? GP4.8 EMPLOYER'S LIABILITY AND WORi(MEN'S COMPENSATION ;�" Employer's and Workmen's Compensation Insurance as will protect him against any and all claims resulting from injuries to and t;. death of workmen engaged in work under this contract,and in addition the Contractor shall carry occupational disease coverage ?, .;, with statutory limits,and Employer's Liability with a limit of$100,000 per person. 'The"All State"endorsement shall be included. In case any class of employees is not protected under the Workmen's Compensation Statute, the Contractor shall provide and 5 cause such contractor to provide adequate employer's liability coverage as will protect him against any claims resulting from <. injuries to and death of workmen engaged in work under this contract GP"6.9 INSTALLATION FLOATER INSURANCE This insurance shall insure and protect the Contractor and the City from all insurable risks of physical loss or damage to materials and equipment, not otherwise covered under Builder's Risk Insurance,when in warehouses or storage areas,during , Installation, during testing and until the work is accepted. It shall be of the "All Rlsks" type,with coverage designed for the 43 circumstances which may occur in the particular work included in this contract. The coverage shall be for an amount not less ; f dy than the value of the work at completion,less the value of the material and equipment insured under Builder's Risk Insurance. + `' The value shall include the aggregate value of the City-tumished equipment and materials to be erected or installed by the ;.7 Contractor not otherwise insured under Builder's Risk Insurance. Installation Floater Insurance shall also provide for losses, if any,to be adjusted with and made p y j payable to the Contractor and :.. " the City as their Interests may appear, s E"y If the aggregate value of the City-fumished and Contractor-fumished equipment is less than $10,000 such equipment may be covered under Builder's Risk Insurance,and if so covered, this Installation Floater Insurance may be omitted. F- �i 'r5c�•rS'k�r,s.i"y'.?i.� ' .?lF` �:'at 5 ir:,{:.a. 't9 rt li `i 'r'' d 1 r� �'•��{•�,�1"f33C' ,{r �{ 'i rt a.'=e,.t�tr✓i r tY, f { :r.� S.r �x}�^ f�rr, ¢r a 5 1t r"t 7}v +a�Y.t r.YJ3 It t' 7•,•� l �.s . 1` S t,' s{'y�"i' s,jer.a'it '" t ftt§ ,5"+ tr. :'i -A,«�,.ft T P,}a} -5cr d Sri �? ti,�(t7� i•��,, �` : �4�� 1. air}, '�,, }:t'rj',�{ 'a°Y'Y d 5F riq p t< 'h t•. fir t>- kf f i`Ch�r. fr 4dr�•, A^+ \. �,. � - ZR�y* In PN�(,t u -.,r .•1 &c;.Px f. r.1 tZaC-��`�;;:s � y$r k4¢,1 � Y t• `l `•��� a.w, r}*;'r i'� a 't`yt � �x t' ��t }`a, ���'i��'= t'�r�' ���sL �'!,.. �. (,• ��' � •p[ Y {r{rlc ;t kf�i�• Y 2kf} E t �lr�4 � �� W�;vti'' 1 r �` X Q �'j,� ; 1i f ?7;S1"1 i 7•p�+'7 �r NEE k � r'x p•E �v,Lr�+ YF 'yam# �'Aq t �,.{Y )j+p j� o��a �p1+1.yy .a EY i�.: _75: .i G} � •}. '9. .a a ;�F(kvY` ;,y4^,���V'S � !�� 4�,` i����.. A °+Jx��`i1 t'1"A�`q•y��" �{'{tP.+,l�' {2 y.4� � 'n}„r� ,j �Y�. b ,.j,'•41titrf4i��h{ �7 �\A ��i.�.P1},r i�• �X' [ � �t \+ai 41'��!"ri< XM t� ��i 1'L...}y5tf'�'��yk.�"��•ia S�t� p'�`~ � fl{�� ,.t�t ' '.�y 3 i� .,,.' Otte. ,,,;..4' ,.t- 4 )r,�, '.3. �j*`. .., r ) • `fi{" !`, fM"t, �t'•Yrt ... aK 11,1111 i Rol I Nor- � tt .'• .i r S K F r y ,�} �,n F'k,;� s r x`t.., t ' , .i 5 fd, i I� i�1 v �} i¢r(C y PR GP-6.10 CONTRACTOR'S RESPONSIBILITY FOR OTHER LOSSES in addition to Contractor's other obligations, the Contractor assumes Far the considerations in this agreement heretofore stated full responsibility for all loss or damage from any cause whatsoever to any tools owned by the mechanics,any tool machinery, equipment, or motor vehicles owned or rented by the Contractor's, his agents, subcontractors, material men or his or their employees; to sheds or other temporary structures, scaffolding and staging, protective fences, bridges and sidewalk hooks. The Contractor shall also assume responsibility for all loss or damage caused by, arising out of or Incident to larceny, theft, or any cause whatsoever (except as herelnbefore provided) to the structure on which the work of this contract and any `x modifications, alterations, enlargements thereto,is to be done, and to materials and labor connected or to be used as a part =y' �• ;; il1f of the permanent materials, and supplies necessary to the work. 'Uh i GP-6.1111 irONTf3ACTORIS RESPONSIBILITY ON DAMAGES & CLAIMS INDEMNIFYING CITY The Contractor shall indemnify and save harmless the City and Engineer and their officers and agents,of and from a losses, � `3 damages, costs,expenses,judgments, or decrees whatever arising out of action or suit that may be brought against the City v sF r Engineer or an officer or agent of either of them, for or on account of the failure, omission, or neglect of the Contractor o g Y .xYy1 to do and perform any of the covenants, acts,matters, or things by this contract undertaken to be done or performed, or for t: the injury, death or damage caused by the negligence or alleged negligence of the Contractor or his subcontractors or his or their agents,or in connection with any claim or claims based on the lawful demands of subcontractors,workmen,material men, g power tools and supplies incurred in the fulfillment of this contract. ry and parts thereof, equipment, po or suppliers of machine PP GP-6.12 NOTIFICATION IN EVENT OF IJABII ITY OR DAMAGE <}r Upon the occurrence of any event, the liability for which is herein assumed, the Contractor agrees to forthwith notify the �►, ::,. in writing such happening, which notice shall forthwith give the details as to the happening, the cause as far as can A� . ascertained, the estimate of loss or damage done,the names of witnesses, if any, and stating the amount of any claim. . ,•,.,is GP-7 ASSIGNMENT OF CONTRACT $,.t?'°4° ,,,4. The Contractor shall not assign or transfer this contract nor sublet it as a whole, without the written consent of the City and �4s r ; of the Surety on the Contractor's bond. Such consent of Surety,together with copy of assignment,shall be filed with the City No assignment,transfer or subletting, even though consented to,shall relieve the Contractor of his liabilities under this contract. P.CJni aj r L� Should any assignee fail to perform the work undertaken by him in a satisfactory manner,the City may at his option annul and terminate Assignee's contract. " �{ Y. �'' •i:irt h' GP.B SUBCONTRACTS PRINCIPAL MATERIALS & EQUIPMENT Prior to the award of the contract, the Contractor shall submit for approval of the City a list of subcontractors and the sources i of the principal items of materials and equipment which he proposes to use in the construction of the project. .r °a ` The Contractor agrees that he is as fully responsible to the City for the acts and omissions of his subcontractors and of person ) , either directly or indirectly employed by them as he is for the acts and omissions or persons directly employed by him. Any a x4 notices to the Contractor shall be considered as notice to any affected subcontractors. Vi Nothing contained in the Contract Documents shall create any contractual relation between any subcontractor and the City. No officer,agent or employee of the City, including the Engineer, shall have any power or authority whatsoever to bind the City or incur any obligation in its behalf to any subcontractor, material supplier or other person in any manner whatsoever. GP-9. OTHER CONTRACTS .. ',. .; The City reserves the right to let other contracts in connection with this work. The Contractor shall afford other contractors reasonable opportunity for the introduction and storage of their materials and the execution of their work, and shall properly connect and coordinate his work with theirs. If any part of the Contractors work depends for proper execution or results on the work of any other contractor,the Contractor Iri shah inspect and promptly report to the Engineer any defect in such work that renders It unsuitable for such proper execution and results. ; „�..�rr---»rr. t r' Sir'�4�•-'•- ,a ^.•...^wwp,7at � 1~17t ✓ Yr7ls 1 f=vai } fv r ; ,, v rS : r ,.� � f :t � r]fr�C :�' 11 . 't' 7 ,.,�t q 'y„tt ) ? z� i� rr)ia SS i S r r rr k -4if{'r,wr s.'( .F Y�rx,,,t �'�1=#i�T�t�t'S;•...' L` III • � F °<�°.$!q.;,•a3�:e'�t, y r t:. ) a �e .1. 1 ' t�,st 1 ,,+ �.. b 7'.rl .r rr�1? Z � I. �, y ° , 6._..,1�4ry� ,p ! 5 �r�'�°c-t}..�1 .� tyr T:F� _ +. �4t { '` 'l`, .d r• f{'..,t..s�t�ia .`j'.r,vlyKY'�r�k, xr)�.N r:'�'. 3 v�+q'� r,;ia�t{L��y!r't.Y�1�?r r t t',,� m �£r ri i ti rr p v � �t S�•r' i'fi}:t'r' �y,l :.�fW,, • � ,t! ��{f � � ti�tri•t''{'Kx1! r rH�i»�4iu''�"�'x�1`j+F t`�'F� " I ,t ,y {Y t,f� '. #{ }r .', rvr. C' >y v �r,.s�lt4 y,,T'��,f�'^ft,.r §.,i i l , a. °k�+C'�.`}t. .ta r�+�g,�JJtk +�4k{ x; f j,y.�+'�`rs1 l-ir .1��'` �. � �,3 �: rA f. r r �6 t t{4r�r('�i%t�ri:.,-"}.'!:'(`•i�y�: �� +�# y , 'Y4 ,�,N1 '! 3� y� G;'It�HY �hF}$)^ {, i. '�1 �41� � 7t.Ji h/ )4 .p'f .1 ) .,��)�y�71t%'l,��•�•rr+ 1'�.h3n)��n`xa'� '. gFIr.��: ���>:1,�.�*a 4t�ij 2 z}4 �.;. Jr{=1 4 s 1 ,{y`M) S+.v L ...h a S t',, w t¢ j ,r'6• g? i�•'�� ;i �j' •k 4x4• 'lr' ` i'. '�" `:n.�dr�` 1���1,'•;"�l>� 3t�`) ,t";7`�V14,� rf� �r1. 'r k 4 � f$J'� lea �4. � f�` f7� '1�JS`�14 .shy^5•=1sk 4rr*,,'�,N�i. • A ' ,+< 1;,)1$t. �,^•` �' 7 dn! ,v++ s.'�� e�, �1tr,'lps t,(1�Yttr jv+�li; at'v'' 'rs w; >�'a��r•,�rtr y x ,�v llytr�ra.tr,r11 �,r.. r •a,F ?�'��'t' :r i';'�'"?S, �i„ .5'�Y.t7(YA ��,�. 4��' '�r�.d,;�.�'� '�Iv s r1 � .k .)n C �< v�rfrY',v'li.W>` �` 1-, �. hity •'�°.t J b}�A"�,y�x,:°���'-Yt�t'r l��r, }.1�Mr+Y� 11 r:�,�.di.r<�.,Ry„��',rfy��a '�7.} ,.°�t i#"t. �t,�.�•"�.;:,f:.�,tri.4.�'�,•' It.��rtpu r<;i�.:�!'�.K YJ::.�Z�� .r.. �t?^a:. . ;'� �4�3iJ'r;�, ,'��. �,k'. t sr�:l`.3}'. �.{ �G v ft 9��,� r n.� k s ;1 ( z;t'ttf �`v r s;t' 'fc+r? •t ' -�v � � : l �z a• �� s k se'�a�b � �?Z.``.r'� r•;x t �}�•.l �.4'.�i,,t;:.Si Sfk .r ' t F l+tt pr v,4�•%¢-i,l/b 13 'f t•; ,)' �y ..q rz t r .{��,�f ti r�� � �' i r. A4! r w� )r 5�:!'" t a`�'r'� .INA�a� 'fi�,0t``')j ,,• .I Y J'�jr y�' l'r S}:, f„ i �'. ' y ins'•. �, };,y,r� ;i 'S r..`; ?, r x r sf Z i ri• >y+c i-. • _ T. - ,wi,•='t�r-,' .y zf^'�r;�i"riN lt�ta a�` ,,W,t ;{�rq+ ,,cc.{{yyyy rtp^ t +` r �'; '�5 t, t s. .t h<.. y 1� t '' ¢wtr Wyk'����?�1����}, zmey?i�'`d�i�,p. � >�'�?+� .+`���iY!�r. Rr.'."..4?:r... _; e,EJ�����,:v:tf�t�gR,,+S�r.,,s,..tr Y„•.ry�+lY+�SNJAVSJ�I:r 77�`' .t lkfsi�dkti- aa 5...t .. z y°. Hs failure so to Inspect and report all constitute an acceptance of the other contractor's work as fit and proper for the reception a of his work,except as to defects which may develop In the other contractor's work after the execution of his work. Wherever work being done by the City's forces or by other contractors is contiguous to work covered by this Contract, the respective rights of the various Interests Involved shall be established by the Engineer,in order to secure the completion of ft 4 various portions of the work in general harmony. '~ GI-10. LEGAL RESTRiCTiON& PPE,RMITS AND REGULATIONS ra4; The Contractor shall procure at his own expense all necessary licenses and permits of a temporary nature and shall give due ! and adequate notice to chose in control of all properties which may affected by his operations. Rights-of-way.and easements Y4.r for permanent structures or pomranent changes in existing facilities shall be provided by the City unless otherwise specified. °At d r{{” The Contractor shall give all notices and comply with all laws, ordinances, rules and regulations bearing on the conduct of the r` work as drawn or specified. "$ GP-11. ROYALTIES AND PATENTS d.. it is agreed that all royalties for patents or patent claims, infringement whether such patents are for processes or devices,that mi ht be satisfy all Involved In the construction or use of the work, shall be included in the contract amount and the Contractor shall ' g demands that may be made at any time for such and shalt be liable for any damages or claims for patent , infringements, and the Contractor shall at his own expense, defend any and all suits or proceedings that may be instituted at u '' any time against the City for infringement or alleged infringement of any patent or patents involved in the work, and in case of an award of damages,the said Contractor shall pay such award;final payment to the Contractor by the City will not be made4 r while any such suits or claims remain unsettled. 'x GP-12. SCOPE AND INTENT OF SPECIFICATIONS AND PLANS kr` IN ;; GP-112.1 GENERAL ` These Specifications and Project Plans are intended to supplement, but not necessarily duplicate each other, and together ,., constitute one complete set of Specifications and Plans so that any work exhibited In the one and not in the other,shaft be executed just as if it has been set forth in both,in order that the work shall be completed according to the complete design ysA, of the Engineer. J Should anything be omitted from the Specifications and Plans which is necessary to a clear understanding of the work, or G, should it appear various instructions are in conflict,then the Contractor shall secure written instructions from the Engineer before proceeding with the construction affected by such omissions or discrepancies. It is understood and agreed that the work shall be performed and completed according to the true spirit, meaning and intent of the contract, specifications and pans. Y`• ei 'sJ� GP-112.2 FIGURED_DIMENSIONS TO GOVERN � 3 Dimensions and elevations shown on the plans shall be accurately followed even though they differ from scaled measurements. No work shown on the plans, the dimensions of which are not indicated shall be executed until the required dimensions have been obtained from the Engineer, a GR12.S CONTRACTOR TO CHECK_ PLANS AND SCHEDULES_ t The Contractor shall check all dimensions, elevations and quantities shown on the plans, and schedules given to him by the ; . Engineer, and shall notify the Engineer of any discrepancy between the plans and the conditions on the ground, or any error h or omission in plans, or in the layout as given by stakes, points, or instructions, which he may discover In the course of the work. The Contractor will not be allowed to take advantage of any error or omission in the plans or contract documents, as full Instructions will be furnished by the Engineer should such error or omission be discovered, and the Contractor shall carry out such instructions as If originally specified. .Y g The apparent silence of the Plans and Specifications as to any detail or the apparent omission from them of a detailed description concerning any point, shall be regarded as meaning that only the best general practices, as accepted by the particular trades or industries involved, shall be used. I 777t' •c+}t e Y<, r' h [�':�F-� t,s � ����,Yr �',3, c��r tj '•r,�,< c � �i��.�, � � '�y�u s�`�� ;� yt�e _ L'rrFJ ,7A+y "} 1r A� Kr'l +,'1PrS+r &}j'k`vYi ..t�A7 �.� 4 }14. t vC �iCyayC Sa "'4 ��xYe"����tii�R�S�'ut� ya, ti� Mfr u t�17jr}`,fx�4rs. 'I,ft+ i, N',eA,�P r�?,P g r'' � •} + ;gtW.a.-,. xt, 1trflF T. !F1� :�t 5 gi�� k!gN•`y !rj` � �a`�pi5 2�1 V ml.r uQk�}.f ytFgt��}i �, �,1,i -.�..•er11'.:i. J3iw%p�4 GP-12.4 STANDARD SPECIFICATIONS a,. Reference to standard specifications of any technical society,organization or association,or to codes of local or state authorities, shall mean the latest standard,code,specification, or tentative specification adopted and published at the date of taking bids, unless specifically stated otherwise. GP-13 CONSTRUCTION REPRESENTATIVE AT PROJECT p' The City may appoint or employ such "Construction Representative" as the City may deem proper, to observe the work performed under this Contract, to the end that said work is performed, In substantial accordance with the plans and C spectiftcations therefor. The Project Representative assumes no direction of employees of the Contractor or Subcontractors and no supervision of the construction activities or responsibility for their safety. The sold duty of the Project Representative during the construction is to the City to endeavor to protect against defects and deficiencies in the work. r +� The Contractor shall regard and obey the directions and instructions of the Construction Representative so appointed, when F the same are consistent with the obligations of this contract and the specifications therefor, provided, however, that should the y -- Contractor object to any order given by the Construction Representative, the Contractor may make written appeal to the a Engineer for his decision. The Construction Representative and other property authorized representatives of the City shall be free at all times to perform g( jI. ft2lt�rlrxf. ., their duties, an Intimidation or attempted intimidation of any one of them by the Contractor or by any of his employees shall r- be sufficient reason, if the City so decides, to annul the contract Such construction representation shall not relieve the Contractor from any obligation to perform sald work s td ctly in accordance t..:s" ''a with the plans and specifications or any modifications thereof as herein provided,and work not so constructed shall be removed ... and made good by the Contractor at his own expense, and free of all expense to the City, whenever so ordered by the Engineer,without reference to any previous oversight in observation of work. Any defective material or workmanship may bek4,�.� rejected by the Engineer at any time before the final acceptance of the work,even though the same may have been previously 'a4 ;. ;.- overlooked and estimated for payment. v4� ' " :F The Construction Representative shall have no authority to permit any deviation from the plans and specifications except on _ E. r` R9 written order from the Engineer, and the Contractor will be liable for any deviation except on such written order. gaf+ s ,k All condemned work shall be promptly taken out and replaced by satisfactory work, and all condemned materials shall be ;y' .° ' . promptly removed from the vicinity of the work. Should the Contractor fail or refuse to comply with instructions in this respect t.:r. P Y ty P Y the City may, upon certification by the Engineer, withhold payment or proceed to terminate contracts as herein provided. t n•.= Reexamination of questioned work may be ordered by the Engineer, and if so ordered the work must be uncovered by the Contractor. If such work be done in accordance with the Contract Documents, the City shall pay the cost of reexamination and ;r replacement. If such work be found not in accordance with the Contract Documents,the Contractor shall pay such cost, unless he shall show that defect in the work was caused by another contractor of the City and in that event the City shall pay such cost. The Contractor shall furnish samples of testing purposes of any material required by the Engineer, and shall furnish any information required concerning the nature or source of any material which he proposes to use. b. .; GP-14 LINES AND GRADES r3 , The Department of Public Works will set construction stakes establishing lines, scopes, and continuous profile grade in road work,and centerline and bench marks for culvert work, and appurtenances as may be deemed necessary,and will furnish fits .t Contractor, with all necessary information relating to lines, slopes, and grades, to lay out the work correctly. The Contractor '.'. shati maintain these lines, grades, and bench marks and use them to lay out the work he is to perform under this contract a' i :ta The Contractor shall notify the Department of Public Works not less than 48 hours before stakes are required. No claims shall 'k Yt be made because of delays if the contractors fail to give such notice. toll .X_g wi 1,s4X i•! k r`{, ��6 [7?d+i t i r= t i;t s t ., r = e � 1 ) • 4, , ltut' ; X. t 4 t r ! Y 1 i .7. t r ;i ..} rr ( '� f s ti . ^,, . �i sr, s e• .. , 7 li{�t,'xL} 4 s:. f i r .Cr ♦ .i f c , r, ,4 k i r rI l L eta �,i 7 t ri�` S i fi • 1 EE"', >v'tr{SI �' +. i i b Z, 6.•: 1.. r..x .t: e' I:, ? .s a1 f 7 .,XY =lt ! .(x .rt<•. ,i ik�!: q�..�� yt�,? �cc(({{d Y .�y h�1t Tn Orr 2 rAf r =?tF 'Y '{ N ti >i�.b... 1rf� 'riJ�t[/{y+��M1i.'•�4C5` f, f �5i `$`�•.yi t` 9°'i� �C i � it' �f r t t 3{S + t -r. 1{t�';u' �s`{;�.: ,.y ;^%r r � ,v7y,,7 +e't• f' t'r�� ,Frrfu ,r���t �q .urt' 1,+y .}L i� tt ?' 7 �i.4 fe S+r 4- f '+w ,7 , T''(ttr.f,# i S i'`•�f 'i y5 Jt�V"?7 f+� „�l'� ��Y ' t y� i ,�';k Ysr r o e;,f ,•�.r fi. rt t '-j, xa y... {'�} A.`�.Ild;�.:X6' ?yy ji9'cc ?y x,rt,.0 �Shui,�;= ,i.•.,` VS,> 'p rK t'S`t,}t. ,�t,it{ r t;::Y4rctrfh.;,"7t�1+��4Jlr,i'3,rti: . �k t ! +3•.} L;Y�. .+•,, M, r �`J,E ,�,1.' �y d)irS�y� f€`tAsY 't 1 t 1� c a 7„f-!!, v t' :.r�,pr 3. x tt'Yx'k,."� , 'v1. ,r F {4' 4'ei, .t �,;ti� t ��� y3,.'•,.C{�;'[G^t�f�!?� .>wr�� �C •{t �r` t �i4 s;,7`. �£r,.1 Y.G jkt� ,3 X71 ,r i., + i�l s�i>,o>st.. r• �r,;F tzt i;PY��„??,,rr r, 7 d` tnt '-C; h .,i;�;�,'tb d#ftf.A`rr�"nr ! 4 :r> ., a15_ }+ t�tit'; ; F tp�;'c. i' :Y�:• ,^.;` �; .h 1� 6 tt .4: •� Si ?<dY}i}r�n 7�,°.$...,.�7[y..�` t � �?,•.t,tit.! 4,f-J• k' ktk. �S�s .}� ,,. f i C T!�.�• `� 'i SS'+Y't'� �,.t,.}y, t+� r; 4;! `SS `. ^�!'` i::}.?=t4: ^..���j%:. t j`..}.'f � .Si,;: t s`.r` � t7?,.,.fr t hxi}5'�t xk. Z :! x= '44a'.)Si'Ji''�'• :<�s' �r9,1%'"r N`.� itz '?n��...r,�:�S' �• .•!¢,tau,. o A 37,11: 1s'ij I� is x r?tit l „) ..-s"•i{;`r.,. ,p �, q� �y,yy��y r lT!q�7Ri4%S'h� M • .3i: .: ...:. , '.�.en C� . The Contractor shall carefully preserve stakes and bench marks. If such stakes and bench mark become damaged, lost, dis ced, or removed b t� y the Contractor, they shall be reset at his expense and deducted from the payment for the work. Any work done without being properly located and established by base lines, offset stakes, bench marks, or othor basic reference points checked by the Construction Representative may be ordered removed and replaced at the Contractor's expanse, r d. [;w QP-16 CONTRACTOR'S RESPONSIBIUTV FOR MATERIALS � The Contractor shall be responsible for the condition of all materials fumished by him,and he shall replace at his own cost and expense any and all such material found to be defective in design or manufacture, or which has been damaged after delivery. This Includes the furnishing of all materials and labor required for replacement of any installed materials which is found to be defective at any time prior to the expiration of one year from the date of final payment. ' The manufacturer of pipe for use on this project shall certify in writing to the City that all materials furnished for use in this project do conform to these specifications. Whenever standard tests are conducted, he shall forward a copy of the test results .z to the City. r QP"16 WATER y Al water required for and in connection with the work to be performed shall be provided by the Contractor at his sole cost and a- expense. a t GP-17 POWER All power for lighting, operation of the Contractor's plant or equipment or for any other use by the Contractor,shall be provided by the Contractor at his sole cost and expense. �1 GP-19 SUPERINTENDENCE AND WORKMANSHIP The Contractor shall keep on his work during its progress, a competent superintendent and any necessary assistants, The superintendent shall represent the Contractor In his absence and all directions given to him shall be as binding as If given to the Contractor. The Contractor shall provide proper tools and equipment and the services of all workmen, mechanics, tradesmen, and other '. employees necessary In the construction and execution of the work contemplated and outlined herain. The employees of the ` Contactor shall be competent and willing to perform satisfactoril the work y required of them. Any employee who is disorderly, F u Intemperate or Incompetent or who neglects or refuses to perform his work In a satisfactorily manner, shall be promptly k discharged. " .'l It Is called particularly to the Contractor's attention that only first class workmanship will be acceptable. GP-19 MAINTENANCE OF TRAFFIC i.'LtS Whenever any street is closed,the Police Department, Fire Department,and Ambulance Services shall be notified prior to the y dosing, When a portion of the project is closed to through traffic,g c,the Contractor shall provide proper barricades and shall mark a detour route around the section of the project if applicable. The route of all detours shall be approved by the Director mark 'x -�. Public Worlks. All detour signing shall conform to the "Manual on Uniform Traffic Control Devices. of Throughout the project, wherever homes are served directly from a street or portion of a street which is to be reconstructed under this project, the Contractor shall make every effort to provide access to each home every night. This work shall be subsidiary to the construction and no direct payment will be made for it OP-20 BARRICADES AND LIGHTS AU streets, roads,highways,and other public thoroughfares which are closed to traffic shall be protected by means of effective barricades on which shall be placed acceptable warning signs. Barricades shall be located at the nearest intersecting pubilo highway or street on each side of the blocked section. �r ( 1 1 4 ,:. �!` : .+ k. t�s' c *3 i. .,�z��. i.s i�� ��,� v 4� ?"�f}} } �',JsZ:1 �^ ,fir���, 'nG T!. � �lY� .i s�ti '•fir •, . w, ,1 :f A'�1� Y +j f�,'� t {f'"3J'F' �''S,rv`Li a ..w.,;A�}! `hs u7:%4�^4'i�!V..'. .i����£d rj4�t�...�''YF.9.tc.+0yi'",,:°}44..,i'L.t2x'@:SY.�:•i;5';itr'r�•1'SSi".•t.�`li�xCCY'thtvf..:::,..___ 4A..'it:'1'�.7i ''j". 'I',S'1`S.S.z..ti.��`31rx.�...S.wJi...:.+.,.wet:l.•ix.LRI'7fiY�.ft?41+:,Ka . All open trenches and other excavations shall be provided with suitable harriers, signs, and lights to the extent that adequate protection is provided to the public. Obstructions, such as material piles and equipment, shall be provided with similar warning signs and lights. All barricades and obstructions shall be illuminated by means of warning lights at night. All lights used for this purpose shall be kept burning from sunset to sunrise. Materials stored upon or alongside public streets and highways shall be so placed, ¢` and the work at all times shall be so conducted,as to cause the minimum obstruction and inconvenience to the traveling public. All barricades,signs, lights and other protective devices shall be installed and maintained In conformity with applicable statutory k^ requirements, and in conformance wm hed installed and manta Traffic Control by the ConitractorAll Thiswo smell ibe susbsidiary to the f. and other protective devices will be construction and no direct payment will be made for it. j t' 1=` GP E�tIS'RNG UNDERGROUND INSTALLATIONS AND ST RUCTURES • Pipe lines and other existing underground installations and structures in the vicinity of the work to be done hereunder are ,'•f, indicated on the plans according to the best Information available to the City. The City does not guarantee the accuracy of such information. The Contractor shall make every effort to locate all underground pipe lines, conduits and structures by contacting owners of underground utilities and by prospecting in advance of the excavation. p1V11:'. 5.a. f`t,• ,� .�. Any delays to the Contractor caused by pipe lines or other underground structures or obstructions not shown by the plans,or i�>f, found in locations different than those indicated, shall not constitute a claim for extra work, additional payment or damages. a .' No payment will be made to the Contractor for locating and protecting uti lities and cooperating with their owners, and any `;• � �1>:,r :.: damages caused to the utilities by the Contractors negligence shall be repaired entirely at the Contractor's expens®. tSYSY ;- s f U' Utilities, other than sanitary sewers and water mains,which, in the opinion of the Engineer, must be moved will be moved byf -( the utility company at no cost to the Contractor. Sanitary sewers which must be moved shall be re-laid by the Contractor and } paid for at the prices bid. Only sewers which must be moved because of direct conflict wvith the storm sewer conduit will berts� paid for in this manner. Sewers damaged by excavation but not in direct conflict with the stone sewer will be repaired at the ;.;. Contractor's expanse. GP-22 PROTECTION OF WORK AND PROPERTY ' The Contractor shall be accountable for any damages resulting from his operations. He shall be fully responsible for the �' �•'4 -ti "� Including members of the public, employees of the City and employees of other contractors or protection of all persons g p subcontractors and all public and private property including structures, sewers and utilities above and below ground, along, beneath, above, across or near the site or sites of the work, or other persons or property which are in any manner affected •Y Yt y ' by the prosecution of the work. ;..,.,• The Contractor shall furnish and maintain all necessary safety equipment such as barriers, signs, warning lights and guards as required to provide adequate protection or persons and property. The Contractor shall give reasonable notice to the owner or owners of public or private property and utilities when such property ! " Is Cable to injury or damage through the performance of the work, and shall make all necessary arrangements with such owner or owners relative to the removal and replacement or protection of such property or utilities, µ ' in an emergency affecting the safety of life or of the work or of adjoining property,the Contractor,without special instruction •;u or authorization, is hereby'permitted to act at his discretion to prevent such threatened loss or injury, and he shall so act. Any } :, compensation, claimed by the Contractor on account of emergency work, shall be determined by agreement or arbtra on. Fnrti The Contractor agrees to hold the City harmless from any and all loss or damages arising out of jurisdictional labor disputes t. "f> or other labor troubles of any kind that may occur during the construction or performance of this contract. r GP-23 GUARANTEE OF MATERIALS AND WORKMANSHIP { The Contractor hereby guarantees the work in connection with this contract against faulty materials or poor workmanship during ' the period of one (1) year after the date of completion of the contract. F. k° >''73k3sn' r;i,?"K , r i t;r:c',;;fir: '•? f i f 21'{ r 'rt+CY J.;.Y a4} �a,{•.�Q,3�`f = S s r ..,i i r JF^a .:, t '� $,7 ,J✓?d.N:i SJ tr,�'7 K� 1 J7 i' {•",:x^7,'ti,'t•' 'J. lr (.. I '1 t i .t t la 1'.i.�E S t o- rh� tf`� { , P ,j ptJ t; '��'iit, ''�' ,. { `;•vk" ,Pn, i� r(t.k.''.. It R d t '7 t t .f• r ,t f 'n Y R t. j' '� t r t.. r: i r #'"r `•�'t t h,r� �,qn,, k. f , 21'�e }��,�.",r �+ �.{..• } S x{ fi' F= lY f.. 1 fat�f} t I .4, S .a .2NM ''`3! 7 .�?•Iy 3t+t.� ri !'S, f.l.. Y.y�y rCi�1�' ' '' !d r.t x y��, "ivy 'rY¢ a ' ,'t'vy" tx. ° d +,4�da y .,,� lQ�. x' s'' f tG " •yty� 3 ¢r: x• >F � J ., 7 't' .v •'�'].�' `°'j��f541�s .„�'&. ,+.� , ! � � ! .r t.v r �i. . .r,, ( '� t.(`�.5#: g�Y,�.rl� ;�' f ` d r'. {! tz''S t v a+,.�' :✓ a f 1J.4 L 'SSl.1,( v r "� 1 �4Y C � i�_ �� r•a ;i�,fit; �: 4� c• w� k..,y..,.t. .±i� t t tt� ,r d't }.��:it £;fit sty t�h:u rx}t���# zY,�e�S � t `�.`"i ;��� j, St1 �'i �',..5 {kv`S(S''1'+A 1-i+yf'�-i.a Jir ,c u R i 4 _} r F N .. t e J'f '>, {a}.,+:. +Q�`,.h• �E',Y#fit'.?'�1� t � r -}�:d}x"Sn'!r r ro .`s a ti^+t, �t�r .?t .d!, �6! } � w, v5 .7Y ,,. #.,�,,•7 +��` y�.4. 't d` q� 7(ft,�K,c',t.f+5y,'.},(.) � .y1 yC:Yt i{�9 .� 1.i.G'i•}�1,.'r1((9"t71 t't•' t5 Y,.Y�{.,r� SSX'tt � {�;;�3!�Y.{uf:'��'i` �A•1�f,'f{ C n�l` • VQt.t 'k'h }•'h" ktl'{5� �. C'L. .�{ I{ ,'fxL ..�3i y-fit t' '.SH .� `"71 't'"' 1 1 X1( '1' 1q(� • J i4W fI #r, �.�: !, .. T .�5;({��5. rA.{.hS}:f .�._. fd t � '�; .a,.1• .e ,,.t.., .y ' r .,��v"Y'a,'�`fi,�f�ti�'t(;ri�•.�=`};�kL'.5^ K �N', { uy t, .-r{n._t� `17!; .t. '� i !r"`�,!*.' t y l`'r `�'n•'i t� .kt i 4 r :�,'jt C:,y t �.t ,w '+�'l�cq�'�{ �} .�� •a. �,. i - .i; r '� " .�rw:, '{.,;eta fy. r` f ..; rf t;,S, f.��1.x Q t •,{,,r ,fit 11'4 ,� a is• as p.• .5 ;,Y'`�" f T. , mr w .,, i •r r ,,e v s +ft�� . Y r .try �„_y, eta-°•�4 7 •W�.„�, N Tf. S'r ',�i•r�S� } � i$.^l� 1 "'`Ra i t t+ a ?. �. r rr + r,, a t r x aGrp�'• ." u� t; 35 `" a':'r; a� rd.,rie S ?.t• e,.. _ ,.t ,ray GP-24 NO WAIVER OF RIGHTS Neldw observation of work by the City or any of their officials, employees, or agents, nor any order by the City for payment of money,or any payment for,or acceptance of,the whole or any part of the work by the City, nor any extension of time, nor any possession taken by the City or its employees, shall operate as a waiver of any provision of this contract,or of any power herein reserved to the Gty, or any right to damages herein provided, nor shall any waiver of any breach in this contract be x held to be a waiver of any other or subsequent breach. { `• GP-25 USE OF COMPLETED PORTIONS LE If desired by the City, portions of the work may be placed in service when completed or partially completed and the Contractor shall give proper access to the work for this purpose; but such use and operation shall not constitute an acceptance of the worts, and the Contractor shalt be liable for defects due to faulty construction until the entire work under this Contract is finally ' accepted and for the guarantee period thereafter. {. GN26 ADDITIONAL, OMITTED, OR CHANGED WORK The Owner, �; ,,•, without Invalidating the Contract, may order additional work to be dons In connection with the Contract or may alter or deduct from the wank,the Contract sum to be adjusted accordingly. All such work shall be executed to the same standards of workmanship and performance as though therein included. ' t The Engineer shall have authority to make minor changes in the work,not Involving cost,and not inconsistent with the purposes " of the work. Except for adjustments of estimated quantities for unit price work or materials to conform to actual uantifies therefor as may be provided for In the Special Conditions, all changes and alterations in the terms or scope of the Contract shall be made L under the authority of duly executed change orders issued and signed by the Owner and accepted and signed by the <T: . Contractor. Ali work increasing the cost shall be done as authorized by the Owner and ordered In writing by the Engineer, .�, which order shall state the location, character, amount, and method of compensation. No additional or changed work shall be r, �_{s made unless in pursuance of such written order by the Engineer, and no claim for an addition to the Contract sum shall be valid unless so ordered. � yJt r,4 If the modification or alteration increases the amount of work to be done, and the added work or-any part thereof is of a type and character which can be property and fairs classified under one or more unit rice items of the Proposal, then such added P p Y Y p' po T^ t',•,z work or part thereof shall be paid for according to the amount actually done and at the applicable unit price or prices therefor. ?' t. Otherwise, such work shall be paid for as 'Extra Work" as hereinafter provided in this Article GP-26. b; Fx�tt:{ itw. 8 the modification or alteration decreases the amount of work to be done, such decrease shall not constitute the basis for a ' claim for damages or anticipated profits on work affected by such decrease. Where the value of omitted work is not covered °¢ f; by applicable unit prices, the Engineer shall determine on an equitable basis the amount of: f' ^ 1. Credit due the Owner for Contract work not done as a result of an authorized change. `" 2. Allowance to the Contractor for any actual loss incurred in connection with the purchase,delivery and subsequent disposal of materials or equipment required for use on the work planned and which could not be used in any part of the work as actually built. 3. Any other adjustment of the Contract amount where the method to be used in making such adjustments is not , r dearly defined in the contract documents. z=< Statements for extra work shall be rendered by the Contractor not later than fifteen (15) days after the completion of each assignment of extra work and it found correct will be approved b the Engineer and submitted for payment with the next regular ;1�,�• PP Y g p ym eg ;YK monthly estimate. r The Owner reserves the right to contract with an 8 y person or firm other than the Contractor for any or all extra work. The Contractor's attention is especially called to the fact that he shall be entitled to no claim for damages or anticipated profits on t' any portion of the work that may be omitted. , a '�.,� 4� +.{` �x jd?t ft+ +yt h`'}, .r'T" r f t i.�{✓ y :'Cx, •}S 1M i t 73.ff;-iy&4IS( T 9,t• i+w r�.� r i,�;i. ,�Grjr a rr t r !Ia f r�'E )vt r�Si ti S t q .r a y1 Tt gr 7 �t.�Sl,<' p• ". p�,(•O,,r t ,F.y, .r !.^7 rtr r y' i'� s�tr f''} 'N/rY.� 3 is ^.N Pr t4 tx(1�� 4��nY rf y�i,+,. . t•'^�"Pa'{2 "r�'F ''.t 7''`},5 C. r` h.t ti } ( }i .�,a SrC ,tGj'f -r rr"'t'? t;•f�r �'.4'J jl t ;+`�i 9 ,�r�r ~.�' �' �, s� �i t Sits tip g'`:i("}.lk� i L�° ` �s^f, .11 i 11 (..��i� �j',"� Jr•t�'F!"•� >• :x�� .gif">R{t�1 v7y:�k` d rn y�x >r T r fay.S. h ip�tl '"� A`'7 ��r 1� rr�i41,1# j �T+ 1A :11-.t r • � Ir a 7, �' ,C7'r �'i } �}^. £ � b /}t 6 F{ +.�1' 4}' xvt +�ni.�t u("� ? -£•-U'_ o �t .f a 'j "� i ',�•Y� � r f'r � ��.f t tP �� � �`.1 r �' t��?l� Y'w���r � ,r,,r iG <j tiih >" �r�,`" 1? �,l+�x} r,k7,x"j�t`+ {sr i'7tj rt3�' ? n.y� ��•; ., r.,, ,t,r✓!A` .`�'+' 'n�N S� rr�s�` ,h�;4!"Sfsj,,rSIN;� ktt' Iifr = C k,frkc L.'k^r'•l��ir��•j. e.`f,l�y`t„t*f �'y�,``i'�k41.�(ar •iK'�-r"' ft rs~ �r,"Y} } �+;t-: .y,£v � �G�. .;.2+1� 4s,; '� -t i ;�{Y R,, 4�r: P x Cv 4 •^ t7q Q fi"'h45 i :.da. .r �y rd. +y,yuy' rs't.,R br S #}�-„ .,5��.•,r e;%t: t x 4` Sir j '+a ' tr y4�i t "r•,t�1. .r`ta.w wit k-zt a'�{ °' tr e��'�SS*/F' �y s: f� 2 ;Y t rr i '� 2y'^�;:�.:F.'7�i' T r � :r.i t .x t i rf 7�S P`f f f��.j t}'t`�7r�tG�'t;�,!.`...` .xhW3� { r�,�5:`Y,c �t,7 s �S �€i17`�i Jft'nR'+4� �l�j�fi JS.`' .�t�•.i;: fts 1 �� KsiC .. �y � r , �\i a• ., t F�. >.5r,4 r �, is :a. zv+3r� ��'i"s��� �t� �y ! �sP Cyr 'U .0 s3 '° y ,t. 3Y!i�,+-`y i.•i'(, .t k r1 .;y:tS t 7 1 , y.. ,i. 1.-' c. +, y St 17 ,K ?. r S •..,r,..'.. 1l,q� '"s S..�'',:. t :f, rt j 't ti , t, r� r,�' i Ex Work: (a) The term "Extra Work"shall be understood to mean and include all work that may be r y required to accomplish any change or alteration in or addition to the work shown by the Pans or reasonably Implied by the Specifications and not covered by the, .:.. Contract proposal Items and which Is not otherwise provided under this Article OP-21. 4+ (b) The Contractor shall perform all extra work under the direction of the Engineer when autho compensation to be paid the Contractor for performing extra work shall rizd by the Owner. The •k, be determined by one or more of the following metfrods: 1• Method A: B ,,:• 1 y agreed unit price ?t; 2• Method B: By agreed lump sum r; s` 3• Method C: If neither Method A or B can be agreed upon before the work is started b force Suction 108, Measurement and Payment, Missouri State Highway and Transportation Commiss o o unt Mts aura Standard Specification for Highway Construction 1966. GP-27 SUSPENSION OF WORK ( The Owner may at any time suspend the work, or any part thereof by giving ten (10 days notice The work shall be resumed by the Contractor within ten 0 0) days after the date fixed In the often the Contractor in writing. r to r x= the Contractor to do so. n notice from the Owner to '}' ' But If the work, or any part thereof, shalt be Stopped by the notice In writing aforesaid, and it the Owner does not give notice In writing'to the Contractor to resume within a reasonable period of time, then the Contractor may abandon that portion of th work so suspended and he will be entitled o the estimates and Po ® payments for all work done on the portions abandoned,if any. ; Y GP-28 OWNER'S RIGHT YO t?0 WORK ' if the Contractor should neglect to prosecute the work Properly ten (10) days written notice to the Contractor, may, without prejudice to other remedy he this ay have,make O ootl�after : •- deficiencies and may deduct the cost thereof from the payment then or thereafter due the Contractor. g such 1 �, 0 GP-29 OWNER'S RIGHT TO TERMINATE CONTRACT k� y' 9 the Contractor should be adjudged a bankrupt, or if he should make a general assignment or if a receiver should be appointed on account of his insolvency, or if he should for the be of his creditors, ' fall, except In cases for which extension-of time is provided, to supply enough properly skilled workmen or proper materials, or if he should fail to make prompt payment to subcontractors or for uld persistently or repeatedly refuse or should p p p material or labor,or persistently disregard laws,ordinance $ or the Instructions of the Engineer, or otherwise be guilty of a substantial violation of an provision Owner may, without prejudice to any other right or remedy and after giving the Contractor s of the Contract, then the terminate the employment of the Contractor and take possession of the premises and of even (� days written notice, thereon and finish the work by whatever method he may deem expedient. aU materials, tools, and appliances , In such case, no further payment will be made the Contractor until the work is finished. If the unpaid balance of the con �'price shall exceed the ex tract expense of finishing the work, including compensation for additional managerial and administrative SeNices, such expenses shall be paid to the Contractor. If such expense shalt exceed such unpaid balance, the Co � shall Pay the difference to the Owner, Contractor GP,40 h CONTRACTOR'S RIGHT TO STOP WORK OR TERMINATE CONTRACT K the work should be � act or fault of the Contractor or of anyone employed by him,�e�e�public authority, r a ' ty period of three months,through no the Owner and the Engineer, stop work or terminate his contract and recover the upon seven and any loss sustained u (� days written notice to pun any plant or materials and reasonable profit and damages. payment for all work executed ��'`, ��rrl. 'i'��'' n�1'i�'�� �'�� �lfiSlf��i 31'8 f 1y.1.,•- ;:.'- x ✓^,:',;t,"'`;:;r•,"i�'• J " \ , * l �f� tt't't �k. 'Y"Sb*s.±'�J�7r.7�Y.rr]'Ye� '{�,�St 4 5th 1(�� KF✓{Cy' S i ,.,,>t]�t+'(�',YU y�1'F�. , P .r. �; {: 1.2 L .fie &1 t w t F.✓.i " _,{>+,, �t t a E.�•. o, C{' f FaR{ ,: ACC"Ir4t C`Y. l '� t1 ys-iti''gg!y'8x,,le"� r ??trhl•i, ,y �`,ce %¢ � �i` k:1ik +� t�� f,` �,�•< +���rg�.�k�' +T� 3"Qar`o ; �. }.y.,ika �� 'R�i)5tr`,r," ;� '.�. '4= `` y'r. � e'{•�;C �' b"��,����5;='•�� _,�'�' c'i-".;cf1J.t�.,,y.,J,�;.��z��r^ts:{-� Yi'i ,. ,��,.�1�'.;,r�,'.,�;krt,t!"f3}., �,j ,.`ti 1 't.. .r.'#. ) ttk,�-41r,y. .a {, ,y '' E•J\Ys;i3'L,t•' �f� i•t± #yK ; !^ t,l:, 4r'E :td' ;irt�.• p'v �y¢ },� tti7�� s ; r s"�: „'a cili. •.,..,:�� �;1 rr r,. t Ft�xr+ Z .. t ..:i• -i` .1#3$1 P�++`� � �7 !,�t4 R � f{,4+ if ENO • p �' :. 7 t t 4r ,7,r^r.; � + K Y rj:�.¢'z fi.t r #'' + 't 4 �rt # } +i# d i # aJt1s H ja',. rNl2' �,k, k tf :.�,1 t't 4o' .:v h,tr3ii t y: �t 3+.1 d��Att}i jstcl7 GP-31 LOSSES FROM NATURAL CAUSES >. All toss or damage arising out of the nature of the work to be done, of from the action of the elements, or from floods or overflows, or from ground water, or from any unusual obstruction of difficulty, or any other natural or existing circumstances either known or unforeseen,which may be encountered In the prosecution of the said work, shall be sustained and home by the Contractor at his own cost and expense. GP 32 SUNDAY HOLIDAY AND NIGHT WORK . e No work shall be done between the hours of 6:00 p.m. and 7:00 a.m., nor on Sundays or legal holidays, without tie written x approval of the City. However,work necessary in case of emergencies or for the protection of equipment or finished work may be done without the City's approval. ^Ar. Night work may be established by the Contractor as a regular procedure with the written permission of the City;such permission however, may be revoked at any time by the City if the Contractor fails to maintain adequate equipment and supervision for r the proper prosecution and control of the work at night GP-33 UNFAVORABLE CONSTRUCTION CONDITIONS , , £�`' x�ri During unfavorable weather, wet ground, or other suifabie construction conditions, the Contractor shall confine his operations '7 :y .> to work which will not be affected adversely thereby. No portion of the work shall be constricted under conditions which would ' affect adversely the quality or efficiency thereof, unless special means or precautions are taken by the Contractor to perform i ,+ the work in a proper and satisfactory manner. h GP-34 OMITTED t GP45 MATERIALS AND EQUIPMENT V. w v- Unless specifically provided otherwise in each case,all materials and equipment furnished for permanent installation In the work 4i .14 shall be new, unused,and undamaged when installed or otherwise incorporation In the work. No such material or equipment ; shall be used by the Contractor for any purpose other than that intended or specified,unless such use is specifically authorized , by the Engineer in each case. .E.. 6,v `` 3{ GPI DEFENSE OF SUITS In case any action at law or suit in equity is brought against the City or any officer or agent of them for or on account of the failure, omission, or neglect of the Contractor to do and perform any of the covenants,acts, matters,or things by this contract undertaken to be done or performed, or for the injury or damage caused by the negligence or alleged negligence of the {� Contractor or his subcontractors or his or their agents,or in connection with any claim or claims based on the lawful demands �y of subcontractors,workmen, material men, or suppliers of machinery and parts thereof,equipment, power tools, and sup les 's incurred In the fulfillment of this contract, the Contractor shall Indemnify and save harmless the City 'and their officers and U agents, of and from all losses, damages, costs, expenses,judgments, or decrees whatever arising out of such action or suit that may be brought as aforesaid. ' GP-37 CHANGE ORDER t Any changes or addifions to the scope of work shall be through a written order from the Engineer to the Contractor directing such changes in the work as made necessary or desirable by unforeseen conditions or events discovered or occurring during the progress of the work. GP48 CONTRACT TIME The time for the completion of the work is specified and it is an essential part of the contract. The Contractor will not be entitled to any extension of contract time bemuse of unsuitable weather condition unless suspenslon,of the work for such conditions was authorized in writing by the Engineer. ff the time for the completion of the work is based upon working days, this time will be specified in the contract. A working day is defined as any day when, in the judgment of the Engineer, soil and weather conditions are such as would permit any r' t . 0 '�U?� $�'t r NMI #+,Y'y� ';.. rk;sfh.�}T''�• c.,#._ �.> 4). # u t t9 1 r r� t ." �tg 1, sa ,,.xs .. S, L' then major operation of the project for six (6) hours or over unless other unavoidable conditions revent the p Contra*rs operation. If conditions are such as to stop work In less than six (6) hours, the day will not be counted as a working day. v. No working days will be counted from December 15 to March 15, both dates Inclusive. Saturdays, Sundays, and City holidays will not be counted as working days any time during the year. y: GP-39 CONTRACT TIME EXTENSION The Engineer may make allowance for time lost due to causes which he deems justification for extension of contract time. ff the Contractor claims an extension of contract time on the grounds that he is unable to work due to causes beyond his control, he shall state his reasons in writing, furnish proof to establish his claim and state the approximate number of days tie estimates t, he will be delayed. Notice of intention to claim an extension of contract time on the above grounds shall be filed with the Engineer at the time the cause or causes occur and the claim shall be filed In writing within 30 days after the claimed cause LJ for the delay has ceased to exist g GP-40 LIQUIDATED DAMAGES A q tT nt� lime is an essential element of the contract and it is therefore important that the work be r po pressed vigorously to completion. �. . Should the Contractor or in case of default the surety fail to complete the work within the time specified in the contract,or within such extra time as may be allowed in the manner set out in the preceding sections, a deduction of an amount as set out Inrt the contract will be made for each day and every calendar day that such contract remains uncompleted after the time allowed `' for the completion. The said amount set out in the proposal is hereby agreed upon,not as a penalty but as liquidated damages for loss to the City and the public, after the expiration of the time stipulated in the contract, and will be deducted from anyat'r� �' money due the Contractor under the contract, and the Contractor and his surety shall be liable for any and all liquidated damages. Permitting the Contractor to continue and finish the work or an y part of it after the expiration of the specified time, or after any extension of the time, shall in no way operate as a waiver on the part of the City or any of its rights under the contract " :s AND PAYMENT GP-49 MEASUREMENT (a) BASIS FOR PAYMENT Contractor will be paid for quantities actually constructed or performed as determined by field measurement(except as may `G „ . be hereinafter provided) at the unit price bid for the items listed in the schedule of the Bid or for such extra work as may be ;•; authorized and approved by the Engineer. The cost of incidental work not listed in the schedule of the Bid but necessary for the completion of the project shall be included in bid items. ' ' (b) DEDUCTIONS FOR WORK the Engineer deems it ex g expedient not to correct work that has been damaged or that was not done in accordance with the Contract, an equitable deduction from the Contract price shall be made therefore. LUMP SUM ITEMS ' a : t Payment for each lump sum item shall be at the lump sum bid for the item, complete in place, and shall include the costs of all labor, materials, tools, and equipment to construct the item as described herein and to the limits shown on the plans. (d) PARTIAL PAYMENT Partial payment a will be mad p ym a on a monthly Basis. the payment shall be based on the work that has been found generally ;:N acceptable under the contract by the City Engineer or inspector. A retainer equal to 10% of the amount of work completed to date shall be withheld. =rc (e) ACCEPTANCE AND FINAL PAYMENT Ji< Upon receipt of written notice that the work is ready for final inspection and acceptance,the Engineer will promptly make such tjd}�f Inspection, and when he finds the work acceptable under the Contract and the Contract fully performed he will promptly issue ' `k # : a final certificate,over his own signature, stating that the work required by this contract has been completed and is acceptable ' �xU 7. Fy�r i�T 1 Iq —• .'t°"k1c99f11iN7 ArAAbSI+?P"". r""',"w.pM'WrvBt x ftt7t14 f. }tart f t }t f f ; "a``"r a t 4� ��q , '„i•+'�x7f }µ�!;0S;rt�YJfC7t v'#A Fi t#14311�'.c t.J'F y f { I .t j rf 1.J. Ij "A,:., UI .t} it'r t f. f 1: J t`t��Jl#t'�t�*#'ifl +'ftt'!?},t �. , ;fs l �.+}Y�z 1•F"!1 rt�?w }1'�. .r c #.. '.t ; .t n. t2� r �}F ,a#t..t7r,. Y �,� '4'�is ro Iv•tr S '4 Xt` a.. <i .1. f 11 J /7 t .y s ltd t f i,. s q".N } .3 �y tt ,:s:Yt� a '�"�'1.1dJ i"��tt"'*��f"71r {a.Y..rik.rr.(ty; •,,},r,i>.. jt .;!r f. .;�., ;I` a.. :r t i.f. J } '$ I,r E .1! ,}`�.N;.iq.:�,;'tlly��t��r.4.,,,,�g`�H��}j sr ,�} .'h �'+�4 0,+..;�,.C.r,� 1 t r7 t/ � J r r =' s 'c f k ���'� i� �T� �• �4t �,� , #,�;+' 'S�^t ya�rtf�rr lal} ,4 }t , C, t=r 7 1 tt 1 # ,t f { �.` ,.� 2§}n,},*d•�; F'Y! G "� ,< Yp't.1 .4 "' .:�''^(;T. -r 1 tt .1•.t ZJI f:x t ..1t, 4 3::' �'. !.F°,1J�.,rf,; ..�ar'�',�.�.e{ ,'�'}c.tt f,Y°v#r-,., i�c!Yi �+r:°"e i;'J .; i- 'ta> ,1"•„ � r N 1� } i f. r. �;., : .s" ��" Yt! r., � ,- ra < :5• � k7q n"'�+>fT..w 7 L d7,}�,F 5 �' ,y. f.., f } 1 : • xsi.. f t i t= by him under the terms and conditions thereof, and the entire balance found to be due the Contractor, including the retained ` }L percentage,shall be paid to tho Contractor by the City of Jefferson within thirty(30) days after the date of said final certif mte. AFFIDAVIT OF COMPLIANCE Monies due to the Contractor will not be delivered to the Contractor without presentation to the Department of Public Works a Affidavit of Compliance with Prevailing Wage law on prescribed form attached to the back of thase contract documents. ,y. tY GP42 RELEASE OF UABILITY The acceptance by the Contractor of the last payment shall operate as and shall be a release to the Owner and every officer ' and agent thereof, from all claims and liability to the Contractor for anything done or fumished for, or relating to the work, or '} for any act or neglect of the Owner or of any person relating to or affecting the work, a GP43 CERTIFICATIONS ^' GIR 43.1 All suppliers of materials such as drainage pipe or handrail and all suppliers of asphaltic concrete or portland >' cement concrete mixtures shall certify In writing Mat the product as supplied conforms fully with these specifications. Such certification shall be delivered in triplicate to the Department of Public Works at least 24 hours ' .1. before the product is to be used on the project. P P j GP43.2 The City, at its option,may perform or have performed such tests as may be deemed necessary to further assure that only specified materials are incorporated Into the work. GP44 LOCAL PREFERENCE In makIng purchases or in letting contracts for the performance of any job or service,the purchasing agent shall give preference to all firms, corporations or Individuals which maintain offices or places of business within the corporate limits of the City of �.--� Jefferson,when the quality of the commodity or performance promised is equal or better and the price quoted is the same or 'r ess. nf: GP45 PREFERENCE FOR U.S. MANUFACTURED GOODS On purchases in excess of$5,000,the City shall select products manufactured,assembled or produced in the United States, 9 quantity, quality, and price are equal. Every contract for public works construction or maintenance in excess of$5,000 shall contain a provision requesting the contractor to use American products in the performance of the contract. r f( - GP-46 AWARD OF CONTRACT • REJECTION OF BIDS '¢ r All bidders are required to submit with bid Minority Business Enterprise Eligibility Forms for all subcontractors and suppliers who f the contractor intends to use on the project. Compliance with this requirement and the Minority Business Enterprise Program '> shall be a consideration for award of this contract. !'s The contract will be awarded to the lowest and best responsible bidder on the base bid proposal,complying with the co „r of the Advertisement for bids and Specifications, providing the bid is reasonable and it is in the interest of the City of Jefferson, Missouri to accept same. The bidder to whom an award is made will be notified at the earliest possible date. The City of >, Z. Jefferson, however, reserves the right to reject any and all bids and to waive all infomralities in bids received whenever such .KT rejection or waterer is in their interest. Pi GP47 AFFIDAVIT OF COMPLIANCE WITH PUBUC WORKS' CONTRACTS LAW T 4y Ne� Upon completion of project and prior to final payment, each contractor and subcontractor hereunder shall file with the City of Jefferson, Missouri, Public Works Department, an affidavit stating that the contractor or subcontractor has fully complied with ar. the provisions and requirements of Section 290.290, RSMo 1993 Su of Jefferson shall not issue a final � pP•)� an act relating to Public Works contracts. The City + payment until such affidavit Is filed, f 7.. Y� r ',4 }'� eS ia' +t i ♦ �, �' f r t."7 kli 3O wi'tr ',<i � a gu 7r jdJ �rl tit.t�Y�ti`fi•+. in .�1�1 yr .11e� itrd1`y a1+ .G �� i'ifsi, r; �[ �t�h Ss�S'1�'yy t q. £14 '/`�r�„y ..a� r r kp r•1''r 5,. �`+ rte r'�� �` t b. �+ s.{+ �••S p�i,�k� ��y Y' +i�..[ tr�C �wt.•{.,� ajtrE rj �"5 14 fi ���teak 'f,/ `r�'f��nat�'+'t trrlV p{3 ii��`4t µ`d�;f't�"r .a ". i. �{i y4i 1Fr;abeyyyyt"'s��'�^hrrh:�}',�3�y��tFi'�`�y+�F��fM�t� }� .r ;{ kdY ary.��l 1.} }`t, = S J �+M f•tY j"•r++{ Y y,'S{{ V'ff aq�i'{1•+S r ,K W'�y *C4r,5 a t1 air vj Jt�r t, ` 3 �l�f�� r'�•1 i?.6�! �1 ��v{.'y J1�t ,�iy F"" '"��.J� ' T�'i ��2�R�'•.����' k�� , ' r�' fi i�4.°r'S�/ ���r»3`;�-'�F L+•r� 5�'�u4r �t �t at� �p jY'{+sy,.skt�^1� t,c�r+.�y}'',�,�„*sf•�'���' �a. � •$ `�����} .w'�e'[d'!;'�•�`�'+tr���a��r[i' d i �`�>'t3�'astr.�tS.y�d�� 9'n t$1 4gL �?r' ,�� .1 $t':i� 1• 3 �i �'54 Ay'}�.��t�+7 ?� t��')�t. �r���y r: iii} i fY1.y� `c�}al.`t� rqi I S;iC i`� 'rkY�� `'4?fl'�' a i i>.. ' F',.• °r-il+,�ni' ,•_,+^.y.i Y.i}�rt�)4r�{��t r�i�7<F� +Fk�1:.."111 I 3Y�li t 15 X�G x k.�tl r�x}a, t'�'�t�'�1�r 4 � t Si S' .Ut�jr�f"i'� k �aS?r , }e 1 ifx t,1,,,4� i:t ,+ N r �� .e�C4.1 'r }+} :2*. ..� �:,< � .. �r �ti�, . . .1 !r }.} i 1 .rf}e .::•,9`'JC�{,OFri gtlr,rr�:{E1p rsr�i"Yr J•isi'r}"''r�t'�j t•1?. . s r A:iy �" k' tt � yy�y�q��?r,�i}+, 1#{�`4}�{}.�1 f� ` k .d; , r k., '?',y`"`S,i.�tt'.'s�;��°%' Se.� ' RS'1 „t�`• F ! a� GP48 MISSOURI LABORER REQUIREMENT a Whenever there is a period of excessive unemployment in Missouri,which is defined as any month immediately following two consecutive calendar months during which the level of unemployment in the State has exceeded fivo percent(5 0/6)as measured by the U.S. Bureau of Labor Statistics in Its monthly publication of employment and unemployment figures, only Missouri ;} laborers or laborers from non-restrictive states may be hired by the contractor or subcontractors to work on this Public Works contract. An exception shall exist when Missouri laborers or laborers from nonrestrictive states are not available or are � t incapable or onni the particular pert ng parUc type of work Involved, if so certified by the contractor or subcontractor hereunder and ` > approved by the Public Works Director of the Gty of Jefferson, Missouri. Nor does this provision apply to regularly employed non-resident executive,supervisory or technical personnel or projects where federal aid funds are being utilized In the act and this provision would conflict with any federal statute, rule or regulation. µt Laborers from non-restrictive states means persons who are residents of a state which has not enacted state laws restricting ; 4. Missouri laborers from working on public works projects In that state, as determined by the Missouri Labor and Industrial Relations Commission. A Missouri laborer means any person who has resided in Missouri for at least thirty 30 days and intends to become or remain a Missouri resident. 3 GP49 LIABILITY FOR COMPLIANCE WITH PUBLIC WORKS CONTRACTS LAW AND MISSOURI LABORER ' ! REQUIREMENT f�} In the event a contractor or subcontractor hereunder files with the City of Jefferson an affidavit stating that the contractor or `y subcontractor has fully complied with the provisions and requirements of Section 290.290, RSMo (1993 Supp.), when in fact the contractor or subcontractor has not complied, to the extent that any liability is assessed against the City of Jefferson, Missouri, or any additional expenses are incurred by the City of Jefferson,Missouri, any contractor making the false statement, Olt or whose subcontractor makes a false statement,shall hold harmless and indemnify the City for any liability assessed against ' I � it or any additional expenses incurred. Any contractor who falls to comply with the requirements of hiring only Missouri laborers or laborers from non-restrictive states, ` > absent statutory exceptions, whenever there is a period of excessive unemployment In Missouri, agrees to hold harmless and indemnify the City of Jefferson, Missouri, for any liability that may be assessed against it or any additional expenses incurred fir. }° by the City of Jefferson, Missouri, because of the contractor or subcontractor's failure to comply. ' N k1 � `'�,x. � .•?r. �r;,�,��, � ,{�'� .�• :x�'3 ,,t��a�,,�s��},N n, ����f %t���g.�rtk.� s r {} '�..� d }*• }oy. � `' tr e: , r �'�,� ""E;4':,.' �y :,u =v'v ,tas.a�.*- . rx ��' l�w. Y ti d"` I %�R `Sig'd "L 4-a dY° a i''1}1...` e �•+-, .Y is rV � i .(' t 4 ;�t S ..+"lS,f1 �Y.jkd i FuJ�""' 4,��r�1" 1' lili t :i Ik� '• }; 'Y �s��`��i�e°p'7��� ,�kh� .��a'zh�:�r��{t,.�,'s{�,q?.n>uSH�y$1.3Y4}�4�r¢�'� f,Gn.3 7G y.��,+�' l�``i,.�`,-,.t�y .z c�`���:F'0��y�k2',T r {v CITY OF JEFFERSON DEPARTMENT OF PUBLIC WORKS STANDARD SPECIAL PROVISIONS FORWARD: The provisions of this section take precedence over any other provisions in these specifications. SP-1 TECHNICAL SPECIFICATIONS AND DETAILS t{ The Technical Specifications for this project shall consist of the 1993 version of the Missouri Standard Specifications for Highway Construction except as modified or ,r contradicted by the City's Contract, Technical Specifications, General Provisions, t . Special Provisions, and Detail Plans. All construction details included with the plans and attached hereto shall be used in constructing this project. n, SP-2 PARTIAL ACCEPTANCE The City reserves the right to accept any part or all of the bid for the project. SP-3 PRE-CONSTRUCTION CONFERENCE r Prior to starting work, a pre-construction conference will be held to discuss the project, its scheduling and its coordination with the work of others. It is expected that this conference will be attended by representatives of the Owner, The y . Engineer, the Contractor and his Subcontractors, and the Utilities, as well as r representatives of any other affected agencies which the Owner may wish to invite. The work schedule specified in Section IB-23 of the Information for Bidders will be Jtr;S submitted at the conference. :{ " S P-4 PREVAILING WAGE LAW { Bidders are hereby advised that compliance with the Prevailing Wage Law, Sections 290.210 through 290.340 inclusive of the Revised Statutes of Missouri, is a requirement of this contract. (Reference Section IB-20). Section 290.265 requires that a clearly legible statement of all prevailing hourly . ti wage rates shall be kept posted in a prominent and easily accessible place at the rr site by each contractor and subcontractor engaged in public works projects, and that such notice shall remain posted during the full time. iR a hit .J ! f 5 �x` � r { r nt ,�•, �>4:� � i�,.rt��1 >.a.^ " Ry: � ,'� :q � �$��F'rtF 1 t ..c t w°r [},z r� i TTa t° °ti 3 !, Yn��yr•"� } `. a tai a 4 .3r.. { -s ...r 4 , ' Jk eS " t SP-5 PROOF OF INSURANCE ' �¢;..v . All certificates of insurance provided for this project shall be issued directly from the company affording coverage. Certification from a local agent Is not acceptable without the necessary paperwork empowering and authorizing the agent to sign the surety's name. In addition, when an aggregate amount is included, a statement of the amount of that aggregate available to date shall also be attached. Y SP-6 SALES TAX EXEMPTION Effective August 28 1995, Section 144.062 RSMo allows contractors and subcontractors to purchase materials for tax exempt project with project-specific exemption certificates a pp roved by the Department t of Revenue. The City will Y' supply a certificate to the contractor for this project after approval is obtained from the Department of Revenue. �. SP-7 MAILBOXES rf,,4 r rr If U.S. Postal Service access to any mailboxes will be interrupted during ,; l n4 � ; construction, the Contractor shall contact the U.S. Postal Service to determine where the mailboxes should be set during construction. �,.. { Mailboxes shall be reset at appropriate locations by the Contractor once work is complete. k t G t: Any materials damaged by the Contractor shall be replaced with material of better ` } or equal type and quality at the Contractor's expense. a: d� SP-5 TRAFFIC CONTROL DURING CONSTRUCTION a xr All work shall be in accordance with the Manual on Uniform Traffic Control Devices. Signs, cones, and barricades shall be placed both to protect workers and equipment and to protect the public by marking open trenches and other potential dangers. On projects open to traffic, "ROAD CONSTRUCTION AHEAD" signs MA shall be placed appropriately. On projects closed to traffic Type Ill barricades signed "ROAD CLOSED" shall be placed at both ends of construction. t '-3 j Ir t` ��r,�``n7t.; 'c`ti xt a�avy�° '•F��'YY �,''�} { fN U';.t y• '� 4 L �� f � Y. � 1�� •.{t ttR��,t" � n! �' 3'� k 1' t� �� d .tit +��� +���� �• + r fi d w a r'$Y'�n k .l� y t � Y,�'4 �,• �. YS' g'`§"c a` � S �`,,ry s �Y.r w��',�.`'+�,>�i��y;l�'t',�.:•t,,,;t{�. i$• .k", t rg•sti ,?..s'�:`.in„ y �"1! ,} s , • � � ,:i .r,d' ..e�' i. ,� t}, t .:� .•r,^+, r•x+�(5'.J; .c 7f F,o-c f;'1,z,,1 r,. y', �i 1 !*,k 2F�;n„. .,,b ..� 1<(. r, i.tt S. �f� ' 2.: r� s<.r > .i:•� '1 rt . ^,�s x .2++Z tt�,/!��' •'��C�9�� � III "r• t } i• iSJ "'�-" Y w r .tit +P 7 4 i J� t K•,} SP-9 ACCESS TO ADJACENT PROPERTIES Access to the Fire Station from Bolivar Street must be maintained throughout the , project. Og SP-10 PROTECTION OF ADJACENT PROPERTIES A Surface water shall be diverted and otherwise prevented from entering or damaging adjacent property as a result of precipitation during construction. The Contractor shall record elevations at points along the foundation wall of the MHTD building prior to commencing construction. This information should be a maintained throughout the project for possible future reference. Yr SP-11 UTILITIES The Contractor shall expose all utility crossings to establish location and depths 1x prior to construction. SP-12 ROCK REMOVAL No explosives shall be used on this project. Rock in these areas shall be removed by mechanical chipping, jack-hammering or other methods approved by the z Engineer. , '' SP-13 ROOF DRAINS - F �Y All roof drains shall be connected to the proposed storm sewer. See drawings for � additional details. SP-14 3" ROLLED STONE BASE Aw n Payment for 3 Rolled Stone Base shall be made by square yard measured from back of curb to back of curb, plus one (1) foot. Any additional thickness necessary under the curb and gutter section, that might be needed if the curb and gutter ; .} section is placed separately, shall be subsidiary to this item. No additional ` payment will be made. s+r �y .F��"�' 4{n� d 'yi,"�-.1 e'.5y"�i"1+�r�`��t its'"ei�+ r •wt,�,• r't Z .. Y 4.. i 1 v<' !' � Y� e.a '�f# :; '�Ih � rf d{.� � sx ;,�'� «,.tt+r•9 +a z 1 'r..;" � ,, !t_ ��. ` '�+ i, ir?+. >:thyr`' .r$` .9,a.'s ��v .1• .r :X,l✓ ':; y, �. 3{4 � ..� 7 ."t day �i�i : +� ..' .'f .. x'n f S•'p { i�. SP-16 REPAIR OF DRIVING SURFACE P All sections of pavement damaged or removed during construction shall be replaced in accordance with the following requirements: , � Existing Pavement Base Surface PCC Street ---- 71, PCC Bituminous Street 5" PCC 1-'/2" AC s: r Cold mix shall be used on a temporary basis when asphaltic concrete hot mix Is not available. The cold mix shall be removed and the permanent hot mix shall be installed when it becomes available. Chat drives, alleys, and parking areas shall be resurfaced with crushed stone in the areas disturbed. � akf r iy SP-16 ADJUSTMENT OF UTILITY SERVICES ,1 t The necessary adjustment of utility services such as water, gas, telephone, and ?` electric, including meters, valves and other appurtenances shall be subsidiary to the , work. ,. SP-17 PLUGGING AND ABANDONMENT OF EXISTING PIPES .y All pipes to be abandoned shall be plugged and sealed with odland cement a � P�P P 99 P . . x stn concrete at the locations as shown on the plans. All pipes to be abandoned shall be completely filled with clean sand. The sand shall be blown into the pipe by using compressed air or other such means. n u� All plugging and filling of pipes shall be subsidiary to the work. SP-16 INSTALLATION OF SEWER PIPE :. The unit price for the installation of sewer pipe shall include all necessary excavations, ditching, backfilling, bedding, shoring or any other item required to make the installation of the pipe. ` ;a (Y d 'n 1 :�;r i �ry �tI y`; � l"i •i elf.,` v d1}f",t i'� ';'�+`^� } �� „..�i t i "S A AI, z 3' Pt3?d3; i r r rr dun tk J..k 4 a v4.. r '4C - pyS'y1 15 k�t `x �. M• 7'..`yJ" .A $ Y'� ' f`S'£� � a'F�' �',•a.�. 4 .'r/ x t' Y'Y 8 y t Y,� fl 1�1 ' u � f �:. I `` . ���.�' �.� d��z� ! }��' A-��t akt ,�tt.3;{i s kf��t.v f :sl"� l���t � �• � ! II Y r ' . SP-19 ITEMS TO RE LEFT IN PLACE Items marked "LIP" on the plans shall be "left in place". Any damage to these Items, or other items that were not to be disturbed by construction shall be repaired by the Contractor at his own expense. •.r` SP-2o EXCAVATION PLAN f. {, Y The Contractor shall submit with his bid a plan outlining the proposed procedures � for excavation for the site. This plan should include the equipment to be used, the he area required for egress into the site. •':,, ; y� method to assure adequate drainage, and t q g Excavation must proceed from the top down and shall in no case be from the base upwards. The retaining wall shall not be removed prior to completing the excavation. The new retaining wall shall be constructed prior to installing the new fill. u y SP-21 GRAVITY RETAINING WALL / Due to variations 1 The detail for the gravity retaining wall is shown for intent only. in strength and stability factors for the wall systems, they wall supplier shall provide 41 t «` the design for the wall system. A copy of the soils report and recommendations • are attached and made part of the contract doc uments. The Contractor shall submit drawings sealed by a Professional Engineer showing the layout of the wall. / 1 f+ y,. I 1 ! 7 b grF"i-'"� X, L ' ,•. S. ,� r r .?i2 0.� � �t3�d" t/�yt �t y�,y"4, � /�� �7 F , x'} lr rd 9' � ,t�? •''x,. .S �• . { 3 Y }}P.Y,{ /• .. .�`I N'.��.J. •C"ih.:'yt�'f'JN+ �j�`�T'"j rx' ��t��`�r � •,� `:r + ~y'��►+R765+ro$'�k5}'}',�"v r; ,A ^t tT }�f t� ce��R4sr � j'J'�wi�'i4r'�a.wz?k w � � '��F'fS..t � •� '� ��k��+ Uh�+�;{_yr�$ �' �, ,� A sir r t•. ,� � ..14 e,'�"#�"y Vii, F •a.ra, "r. �. r v� i. t' „t j �''f.r4r y 'a t,'*r�'�F�•si�uyX tSF'4i*tt'�Fy,F.1.��,,1�c.,F,'4€.liT?,� J`�t S�'Ytt+f '�: "�'e 'Tl �{e •.Y d` AAi''�;�i{�^�'t{��� :� >E'��'"347 :At I} ; {.t. "�,�,��. t t ;ne 7i� tE�•,t�F�:,�>.w�..t�r�'ifit''t,2'ai� d r 'r.!:, `.x -Y `f� •�?, S<'�+�sM•,J>:S �ih'S, a��r�+ � � + r�t•�. 'ar �{y�a'•xt} 1 P �4 "a r . 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''(t .iF .j ,�[ xeit 5• '��� ��.:'biF v 7 �, �i;iii � �'r�• L''�;• �1�at�4t,..r lt�rr j p r r• 1 �,l. .S��+J'.�R}}•P}'. r k M''l.�}}i .. .z.. xh �•L S� MAIM tz M ft. � �•r.rLr..3f....s.t.•' � � ssLt3,3�R.,.�:G�i±7._,:ra'nn T'�iSUCw :, . INTRODUCTION At the request of Mr. John smith, PB and Engineering Design Supervisor for the City of Jefferson, a geotechnical investigation was conducted at the r ' �. i ' site of the West High Street. Slope stabilization Project in Jefferson City, u Missouri. The purpose of the investigation was to evaluate subsurface conditions in the vicinity of the slope failure located on the north slope- of the approach to the West High Street Viaduct and to provide geologic arose sections and appropriate soil properties for use in the Client's design of a cantilever sheet pile retaining structure or other feasible means of stabilization at this location. ' -`l SCOPE w," � The scope of our investigation included field observations at the site ,n� ' �• and of the surrounding geologic setting, subsurface exploration utilizing four machine drilled soil test borings located at the top of the slope along tx; d'd West High Street and one hand drilled -test boring located at the toe of the w slope to investigate soil conditions in and adjacent to the failure area, "tdY�t p g -_. installation of two open standpipe piezometers to assist in evaluating the ground water regime in this area; laboratory testing of recovered. soil ..R•' samples to obtain soil index properties and shear strength parameters, ,, „,,�•;;: evaluation of subsurface conditions as revealed by the field and laboratory data; presentation of test boring logs, laboratory test results and geologic cross sections and recommendations relative to the proposed sheet pile • �x? ,� retaining structure and other feasible means of stabilization made evident � �.'�K�•, ' by the investigation. : a SITE DESCRIPTION -� The project site is located on the north slope of the approach to the ( � West High Street Viaduct in Jefferson City, Missouri. At this location West High Street gradually descends from the upland terrain on the west in the " M.6 vicinity of Bolivar Street to the viaduct on the east which crosses over the -`' Missouri Pacific Railroad and the floodplain of Wear Creek. The meandering'} • r�: creek is a major tributary to the Missouri River which lies approximately ;:;... 1/4 mile to the northeast. ' : (z r The sloping site is bordered by West High Street at the top of the t L�J slope on the southwest; a Missouri state Highway Department Building set ``` into the toe of the slope on the lower terrain to the northeast; the west abutment of the viaduct on the southeast and residential s.r C„ property on the upland terrain to the northwest as shown on the Site and Test Boring tT..l ,� Location Plan in Figure 1. k' Survey data and topographic cross sections provided by the Client at ,s ? the time of investigation indicated the ground elevation at the top of the ' slope along West High Street ranged from approximately 597 in the vicinity <` of survey station 12+00 on the west to approximately 592 near station 14+90 "t !ry, and the west abutment of the viaduct. Below the viaduct and east of the ypLL,y d abutment, the ground surface dropped sharply to approximate elevation 565. ,. Y '77': F r Y AJ1� 5' } 544, '•:4 •t 1S.ar � �(���4J t+�,�.,f���'�ir�'� Y.d l2Ji Ei 0t'l,' 1� lo } tr. �tS fi t,t r tl. i �'r y .� `t:t`•�.•i'e'^�r'r�. '.J t k`�• ,iR ",k df§'R,yc�':":G rt hr' .J?U v,�''4t d r,f;'�" s .�a{ � i; >Jt [ i. �G+S, j t'i(.. q �Pq �+a3rry+'';�f si RAO .y ^� ,S,'.; m'7PP3•r .r6,�gf�' d,�� �>^t ik”{F k. �'�r1' t �1� 'i r 1 � St r i a 3 sP a s f st �'" 1 �`� �d S)�''y,`z�d! + 9� , t� �,''n))��><r��}'S tir f 51� I V : } n 'f y J.t�. } r t tr a y.F a, J:;'n �6�,ra j e• )p�j' .:.Yil p}y( !. y.t:l.' d .Z.,d :•:}J .ila.. .N•.1�.;�, C, .{i" 1 lA"F~J.,!]I.ZY. uiA `f fr �ft�Y;.(„ )F�� (�v: I�k } 'F.'f�t �.+:7y:'s.d.. �•: ..:J' { T. :{. �"C g t V' .'t. a}� 4�. t+:; ,lx i•isr,'•r b:�.�d, ..R: .,'s;::r`<tr,�C ' '.Yi?. .� :i..�`.`t.i l..cSr f..r• u ;: :ar,s .?r,:ri< t. 'k�',r+Ytr�,+'1" 'Tud �r 1l'S . s 7 >.. .t t �. t r 'a S�:lrfd : .t � k..•x y.,..y 3r t. .ti ) J4 i `j ppffaft Fz ;rj• {at+t d.��:i5 y 4'4,r[.Y .r `f.iS t. .,t s y J r, ,r c ,,.. qtr s.i.',,y,`yr , i,°,t r• t i 4 Y ,:r'';``' 7• 15 yrt �4h, �� ${ `+d." _" t.'�Sl Y.�:Lt � i of J,r� 5� yi<tr L J}'d t. ..,1, t 1,�3 {, f a �. tY' $ y , �f'+' r l.f i�. .3. 1..y;t�r't }` 1 �4 .t.`• �1t ;,�, t''{`,gn`'y��?�r•1�7 i�.z,h'ST{��klf; �, +S 1 r^s: i, �y 't s �..,}. f e' •f' 1 a -�,. :i f eeu i. .fC:' t,rTt•'. .�_, iit4 .>;i k >. `•, ;�f.c,:.{fit{...Yu,t>+>• \ ' f�i Jt}� '7!d.n 4 A�*w.•r �i .Y., r t r�:. t d f .0�.{'i�' s�•$w+a�r��' all I � •%�"�ua'x'R.m IC�.i,..`�;.'7'."J� h.. �'.. ._x,• .•'I.r.c. X a���� Y+"tiX:.��a�5'�k'fiN.45v„gk.tA..ew...«..:...la.s6•. !"1 Northeast of West High Street and an accompanying sidewalk and «ty `<;' f guardrail, the slope descended steeply toward the Missouri State Highway Building which is supported by a relatively old concrete foundation wall d predating the existing building and set into the lowar portion of the slope. At the time of investigation, the ground elevation at the juncture of the slope and the building foundation ranged from approximately 586 at the west end of the structure to around 575 near the east end of the building ; resulting in the northeast facing slope having a relatively steep inclination of approximately 1.4 horizontal to 1 vertical on the west and 1.7 horizontal to 1 vertical on the east. The gradual steepening of the x T slope from east to west occurred as a result of the increased width of West x High Street as the thoroughfare ascended to the west away from the viaduct. c 'Y.' .s Information furnished by the Client indicated that the elevation of the i ! roof line and gutter at the west end of the highway building was at approximate elevation 586.5 or just slightly higher than the toe of the 1 approach slope at this location. The floor slab elevation in this area of the building was at 576.76 and was believed to be supported on bedrock. To the east the floor slab stepped down to elevation 572.03 and then to elevation 570.95 in the approximate east 2/3 of the structure. In this „ latter area, the roof line and gutter also stepped down to approximate 'Jr { r elevation 583.5 lying some 8 to 9 feet above the toe of the slope near the east end of the building. F Historical records reviewed by the Client indicated the building foundation supported an older structure many years ago. After the original i:1tsit: , building was removed, the foundation reportedly served as a retaining structure for a substantial period of time and was finally put into service again to support the south wall of the existing structure. Observations s?4,; ,•,, outside the existing building indicated the upper portion of the south wall -'i was constructed of masonry block which had apparently been lain on top of {{ f: t the old concrete foundation wall. The height of the block wall varied fromy;-xi+"u approximately 1 foot at the west end of the building to around 5.5 feet at the east end. It appeared that the adjacent earth slope had originally been tt;d,a.: ''' retained by the lower concrete foundation wall although at the time of �Seik:,ht} investigation it was apparent that some soil had gradually moved downslope and was resting against the upper masonry blocks along the extreme west ,C::t portion of the building and within the area of the obvious slope failure `-- ',Yr'. between approximate stations 12+70 and 12+85. Jay,' .� '.,t3�'i':'• At the to of the earth slope and immediately north of the existing P p Y g steal guardrail an approximately 3 foot high by 1.5 foot wide stone masonryfiX' ;'= wall was set into the 'slo e. Short timber posts were embedded into the °�rY .• P P relatively old wall at frequent intervals and it appeared the posts had been �� ' cut off near the top of the wall at some time in the past. The short wall was apparently installed for erosion control and to support a guardrail system during the distant past. The stone masonry wall extended from <;r:• =N approximate station 12+60 on the west to as old concrete stairway which extended down the approach slope in the vicinity of the viaduct's west abutment. At the time of investigation an approximate 15 foot breach had �i d occurred in the stone masonry wall between a Y approximate stations 12+70 and 2 r. �i 7777 gr�'��{'2r`w,wrm. #Y F. ;x •gt' ,"e i.A f��.y E 'q><y�.v:i`,tit v, i : itaF� cr ' � ��•�c6y,s},Y(Gk.�fF,.k�h � �r.T S t ljr t�fl�k 1 4l art r ;. f] rr �, = t ' � ld r�, M t i^p1�d77 ,X� -•�} +N .,F�LGS a y ,•C.� :,� }k(�+i}iir fr" p� 1 S .. �:A 1,.:.1 } , ! ,, i rt�!� 'rf Xp.1r}} ��� }�'1`rr/',p i.a i,d .. 1 f ��'rs�ay '?�k ,rt ; ,:s7 t� , r {'' h. F :} 1 .ry r.: 1 s tdr r' is rF a•.!� Y d i F �'rai' p Nd'+Y=' t .: „,°if t` �',.l„ 'fit y.�t t, y} }. l d + 'rr`•',1 r.ti,• _ S t t,� r 1 a S ry Y�k.=•' `}.'iYt'4� t ,}r"'f^;xf ,alp yew`A tl. ;. '{R,(i�• �.'`3 ,. '.'�r. i�+'i h a ' .,fr�+;�:. �,,'t ; 'e:� f ' } s. -f.r..s17U�}j..i;.,,•;,t`,. k; tF r? -;F �..3,f.. `tjk.,,, SF :J�Y , ,;1rr.r.•,: fl'i.^`.t. S):r,./ � t }r! � •',,ya., f ..n}.i....r,�;...,ir.t� '! i.i:.a:t•g ',d,�Yoz`'Nk ,?�..i•,,c�e t.t� �:it t r: 4 4 S� }:l ' rvt'. f J t 4` } t -j,�1 t;',t,p.$,.,�a,ru,J�",. 'rt �S�ty!^.i�. F';.ti�i�a;�t,�:ydbx',�FYt�Xc:'1t`t7 �` .�.�r trt '.t t . t � t f. .i I ��t•:: r:t: s , :.yr 1� .+Sj+.�`��.,r sFy. y.ly�1•,d[rS,��'}' Z,�ht�.�a• t,y �F ',�Jt d.. v:�xi i {'i! .r , '..i r 1 r .: , r t }'.i :r.!f r 1,r�v u�.r.�. i t�7i'C��� ��.'_ t�q.4,ra',��c.r„fv�1-*y '�!'. j� .j +.. 4..i 1 �'t .Ir tt;' .�i tr ri: t:p})('fYC.:�,f� •y, ' t7/} Jp . t`] ' .�' ' ,. "} ! rt.. :it ::3 �•� .:u' .sr.a`ttrTsl�.ltvy`l,s;i��{4�.s��' hd, `t rkr •yD : 'tg. $ x=M2dwI.:::.usLr.'.Ns:l�.;ifs. •.:s:rrtt=.,:�..aC.A�rwia<+nwPl�rett�S7iaMtll�JlQ@S.Fi(r 4+Ycr11-�.=i`�+..Y �, r r `'` 12+85. The wa11 and slope below had experienced an apparent shallow slope j failure and had advanced downslope toward the building resulting in a mass f..� of soil being lodged against the structure to a height approximately equals' = ;°` to that of the roof gutter in this location. �� At the toe of the slope a vary old storm drainage Butter was observed adjacent to the concrete foundation wall supporting the building. The ky, gutter consisted of semicircular sections of clay tile on the west and cast ' iron pipe on the east and was in relatively poor condition being totally ' disrupted and ineffective in providing drainage in the area of the slope failure. 4`t. At the time of investigation the Missouri State Highway Huilding appeared to be in relatively good condition based on observations made outside the brick masonry structure although it• was apparent that the slope failure was disrupting surface drainage behind the south wall and ' threatening the integrity of the roof drainage system. A brief inspection r. inside the building by the Client indicated the structure was in relatively p.,:. good condition with no signs of significant distress although the occupants n did report some seepage occurring at times along the foundation wall. an ,{„ J�d�::• From the east end of the building to the west abutment of the viaduct F the toe of the approach slope was retained by a relatively old 5 to 6 foots '?xr.`> high concrete retaining wall. The toe of the retained slope at the top of k`': ;`, ;• this wall had a ground elevation of approximately 575' and the ground surface below the wall had an approximate elevation of 569 to 570 Brief visual ' [ p observations indicated the wall was in relatively good condition in most ti ' areas although the concrete was beginning to deteriorate at a few isolated locations and a slight tilting was observed at the juncture of this wall and g g 7 the north wing wall of the viaduct's west abutment. s ..` � r t1•..• ;2�Sx'f 'S'I; Review of a set of Missouri State Highway plans provided by the Client , s . ”. r? and dated 1949 to 1951 indicated the above described retaining wall and the v +n building foundation situated at the toe of the slope were in place at the time that the current West High Street Viaduct was constructed. These plans : 'zF indicate the west abutment of the viaduct was designed as a counterfort 4} + retaining wall supported by a large group of steel H piles. Visual g't observations indicated this abutment was is relatively good condition at the t time of investigation. ' . ,. Storm drainage along West High Street in the project vicinity is captured by a drop inlet located along the north curb at approximate station ` c 12+90 and immediately east of the slope failure and by two additional drop `rfiw inlets located downgradient and well to the east in the vicinity of the north and south sides of the west abutment. Storm drainage from the most a•,,, a westerly inlet near the slope failure is transported by storm sewer eastward ' to the east inlet situated on the north side of the abutment. From this r{r., juncture, storm drainage is carried down the slope in a buried sewer near the concrete stairway and is discharged into a storm drainage system located ; ">r north of the retaining wall at the base of the slope. The storm drainage system ultimately discharges to the east into Wear Creek at approximate elevation 557. r_ 3 ,• t t :1# •r_,'}%MY. & i• F t�i,+`�"}'Y,�`��y, rr s t .� a r i. t�..T'!�i i,� 5�?{f r���s'�', t5 .,i:s t{ f ;6 Fbt r 'C�f j tr i�t ri +:�.r .?ems 5 vS1;�'� h `;�.,y'. . y , r r •x . ) s r `'.. { Jiti `:a*JEii•'b1 Yt�i:. ��.Yfit'�14.�+w� ir. J rt`YC .0 wry . i �lsi�� } y}ti r7.,rfs,J2i'"='t d7� 'Ffdi,��l�r, l.. It: .`»' } } �i }!y ,.�r,�� ty.;t}f�`,�• �k;J }j�.��,i:SC f'`.'it ,Yff�yf7 � j '. (`i I ni'�.rr tr<yfa',r;, r r�t4 i a �. Ytn;`�r,r.;{•,.)t�:r}�}ilS`6 nd"!� j a >���' Nr�'��i�f; .t�y:`��y.icii��tr.;.,x,�•{ r`�{ti._!zJ ti. .. S .t i e .ttr Jtr .ar5{St,sj'h 1 b3�.itsq �(f�n7 kj+*yS'i•'� e�..e`5t '`.+ ::'{, tf.; MP ����; N�•{i�FyV,3rrS?. A�4 tf , {S t-�i�' rr.sil ,J.;Y` ' 11':� i}� 1} `tir�' ta. [_ i .'h�t�:,r .R•�.;L.i;`{�5,��Yw �:. *t. Yn 7r•� S.,'�y ''�' ..t-.f s f; ! , r `rw tt..v 'ttJ •t rrtb 1 tat h� ti v r "1= �' east ,�, �. ;"'Y•;f'`Ssk f s tt..',H 1.1 a 5'�'b:.P{:4 't f+, 'y u ? f,i�l.'"'1'H �7 ) a't`S;� 4 •d ,S �.,. srX•�'«Si`i�4y{'tr`,:• y�';;,�.t,r� �'�.?'...ASS.t.ff.b�`n},� .rE�J.!-r t qt {y.?�sy , t 3 S.riq,.7�r,yr.L��:' �.,ttr yt;� n `��.t� w',,i' tt�l ) N � `A`S i Sy:•,?1 .tQ� ,, 'rlpfit"rtk�rrt f , NSC,I .Yi`i[d j i rtX yEi ' {a� t;7Jt. s ,.11 }t'SI � r7f;'C4,o-..,� 'rLwy �h '..�'' �' .y p. �- � •�. w�f 1' ,,r�if4 ti, nt1 r t � 'Ji . ^. v t: ��++5. Y,V. .�; :�r �rfJf1, {� f•,5x}e�+t .�trtl•Lti ^.t'.'r• r:. ,�... ,.ak 5l•1..Xr .i r. ,n ,t{ �5!,.t� {.,. �r;ti ,r. .t t ti''i .y <+p '',��¢';l,' 1.,'�y���(,r`yt';J+ • Js��.{ t�}�.r ,f �� �.. t'S tt , $»).Dr'°i•1 7 �' r l.h t 4 .!''.. f. ro '.�, k: t ;.,E. r i i' ' t }v.S t.r✓r{fSr, .F'r r ' .. .. r', FJ.. 4 ! :'.t {r ti ' ., r i'G' s! Su Jl,..,• ;4(Y wt'afrj 7 Y {r'• r r. '+ , ',af.�j� rt>�y5 .f(t Y�d ah �Y',�. t � �v +-rr #.t�.%'t' \`" �'f r 'r'� �:..;,fiK;,}:,.:. ,,+5,"�t.45.�Y �r�`•u low t V, •q f #W,§ .fr Observations in the vicinity of the drop inlet located just east of thet slope failure indicated some settlement had occurred at the top of the slope ,'!. I Likewise, narrow but visible longitudinal and a few in this area. transverse tension cracks were observed in the pavement in this area and for . the west. The longitudinal cracks were located as much as 8 to 10 feet }+' south of the north curb line. No vertical displacement was observed along these tension cracks at the time of investigation. r tF Silty soils of windblown origin were exposed in the failure zone but outside this area the slope was well covered with vegetation. A few old tree stumps were observed along the slope and it was apparent that one major stump was providing significant lateral support for the stone masonry wall still remaining just east of the slope failure. observations on the slops ; revealed a hummocky surface and soils that were very spongy underfoot from {' the west to the east ends of the slope. A failure scarp was observed at the top of the slope between the steel guardrail and the small stone masonry ; trf}x wall. The scarp was several feet deep in the failure zone where the wall had been breached and the soils below had been transported dowaslope by erosion. Several significant animal burrows were also observed in the ; vicinity of the slope failure. Just outside the failure zone, the observed h•:,{r:: scarp ranged from approximately 6 to 8 inches in height and at the extreme west and east ends the scarp gradually traasitioned into a narrow but I: I perceptible tension crack. The approximate extent of the scarp is shown ens'; the SITE AND TEST BORING LOCATION PLAN in Figure 1. On the west end of the Missouri State Highway Building, a very similar slope had obviously been cut into the uplands and extended to the northeast along the northwest side of the L shaped structure. Review of information t, k� ; ,. furnished by the Client and site observations indicated the West High Street -;,,,,,��;.;;.,�' slope and the adjoining slope on the northwest were farmed many years ago by 'e :,t; excavation of the natural upland soil strata to form the relatively large ., building site lying below the slopes and on which the Missouri State Hi hwa '• a>#ti;` g y a..?..,.. 1?1g7':r, Department Facilities are now located. It is also apparent that some earth Pp filling was required to form a portion of the West High Street slope lying to the east in the vicinity of the viaduct's west abutment. #... The West High Street slope has been in existence for many years andk ;. ., s ' certainly predates the existing viaduct which was constructed is �; �'A approximately 1949 to 1951. It is our understanding that the slope has been •fi., ;;,,., relatively stable throughout its history and that the observed slope failure began to develop some time after the extremely wet weather of 1993. EXPLORATION PROGRAM } ' Subsurface conditions in the vicinity of the slope were investigated byw-r. rr3_ conducting five soil test borings at locations shown as the SITE AND TEST BORING LOCATION PLAN in Figure 1. Four machine drilled test borings were performed along West High Street and the top of the slope and one shallow nJ, -. hand drilled test boring was conducted at the toe of the slope in the failure area. The machine drilled borings were performed with an Acker AD2 �,•, rotary drilling rig utilizing 7 inch diameter hallow stem augers while the .l". Ft,.•..'_�, hand drilled boring was conducted with a 3 inch diameter hand auger. The r .# 1. �1."•'�r�x�s.r��y tP�r�it;�Y�i s 7 '% , L4'�3F4��,`,`„C''� }r+V�Y;•j'�t r'� tf J.y c x)F i .F t L.. tl i ,'1 1 ..t 1 h7'; l3�.`. �. •{ ��r A,7 �rn;��,}) ^!�r �(i,x P a, x P }. r tr �� r 1, s }',r I } i 'S t 4 i t �x;Y't,r't.x i b•. <rL'S Er��l}'k�)�1 xt y7�F''}� e 'Sit•' Y' a 'l I ? .i,` �: Y ., f �..� :_.S' ' t. t 'tt xt�.y t,,i( �dd�t 1.,j{t,�ri3 4��':.. .�` s... r q�(�s' yp{ 4y +. i.! 1 t r. :t , ,;c ii F�12• t P+ a' t �d��,a� iw",. �� i � ilj'ff`u .��i r'i S ;� it rl. �'.Yl" ., i Y ,i� xl f , j j. lA�hS >1 .i E,1-S �T J�• �{{' �K� A',x�r� - ,k` �lie ,.t 's�itt ? .!{. f.�! r , }t , t t t :Cil �r 1'i,.'� �7"�*�}'t�,�''•� d� :}• , ?,.,iY u,}' •I':fjj�' %'A•r' r+J:.Gj}'�i.,I',Y . JY� �'I'. f�� J'r' t.:. '1,• } t. ..te .)j'.'. �N^:5,:� t ',@ {{ 'S,t ..f`;fyy' ."• 9. r d :.� �{ti'"'l• 4'7i+ 3%y S � ..i A. t: }.1 f.i..• �),I:h.,( i} t} � , jl,n '1tl.e�:ilr ra G,..14 f�. ••�i"4:, de.. �`'' #'. ±��`,T} �• yo- a S r. t C t t ! � ,7,. � u�ry u It,fyd4� .� y}. , k�rr ,.x, ��, '�fr�d,ll;i{a ti.3Jyh ii{':;lrf"'�',S'1 t;t,i y. 't ..r.l ':iv r C� t 7 t.` 'E. r Y r e .�K'...,:W7 e,,.ij>,1�,!,7%.t�. j�Ith,}}{xn �,,}di�t, y'•y tl,, .� ,,.,��,,�K tr'ift!`4.i ,7t�4p.p,P 7,. � ,. ..r Y+ .rr �(i s' r4 r tF•�� !k x.tt 47 .�'.Tj•.'f4 Y��,'y� rt 4,,.: i' '�'��''rcl}i r�•\ . i..:�1t t i;;, f � t E s,t i if' (y, .F S'tH xrt f{ aK n. `'�`+,���f f)J t•9 •� r t' �i#`• r S � z skis�r st�� �{r• r?hat r»5 f*} 44 �s»fi ,�5t1�§ QW4c t ,it .aF..r.,�.?M1;F:kbirw.«.,..._..... _...,. a� ,Z i'. primary throe p machine drilled Lest borings 1, 2 and 3 were taken to auger roximatel 16 to 48 feet beneath the refusal on bedrock at depths of app y i. surface while an auxiliary test boring daddgitioenalaundisturbedksamples shallow depth of 11 feet to obtain a relatively ri upslope f the failure zone and immediately hand auger refusal in gravelly �,:;• 4 was •J�:. 1. Hand drilled test boring ; residual soils at the toe of the slope. r`. �.. During performance of the machine drilled test borings, the hollow stem §' 4 augers were advanced to the desired sampling depth using a center plug; M plug was removed and sampling tools were losarsarataatttheubottom Of the „t3r :f augers; a sample was obtained in the undisturb de th where J ' borehole and the boring was then advanced to the next sampling p }, 4 spaced undisturbed shelby tube samples the process was repe ated. closely p r §, were obtained within the upper 15 ineering characteristicslofostheosiltsand ' r L' allow close evaluation of the engineering clay soils that might be involved in a shallow slope failure and may f' influence the design of various slope stabilization systems. Where borings .It, could be advanced beyond the 30 foot depth, the soil sampling interval was increased with sufficient undisturbed sampling being performed to assist in :t•,i`� j the evaluating they deeper fine grained strata that may be involved in the tr` {r'. M1i x4?t:. failure or might influence potential slope stabilization measures. z Undisturbed shelby tube samples were obtained using 3 inch diameter Vt�'•,^ -, samplers in accordance with ASTM D 1587. The thin-walled tubes were pushed into the silt and clay soils under a rapid continuous motion using the 1 hydraulic pressure of the drilling rig. Recovered samples were sealed in the laboratory for caps s and transported to the tubes with taped rubber h and testing. c extrusion, examination g• :a •'''`'` hydraulic As the borings were advanced, sands were also encountered. Representative samples of these materials and some spoon sampler inaaccordance + ' r were obtained by use of a thick-walled split p jw;•r.,��';rs P spoon was driven 18 inches with ASTM D 1586. The standard 2 inch OD split sp into the soil by a 140 pound hammer repeatedly raised by a standard cathead ttkt.n.t p r , and dropped r".F ed from a height of 30 inches. Though the recovered sample was ., ..., disturbed, this method offered the advantage of obtainin the standard penetration resistance during sampling. Hammer blows were recorded for eacMr � .•,.. rs;, 6 inches f spoon penetration and the penetration resistance or N value was defined as the number of hammer blows required to drive the sampler through . ; i�r�; 'a "'"�•�` the final 12 inches. This simple procedure gave a relative indication of the 'k�F•r, depth. soil shear strength at the sampling ''t. ®R of the hand auger boring at the toe of the slope, P° During performance disturbed samples of auger cuttings were obtained as the hand auger was '> advanced and retrieved into the soil in 4 to 6 inch increments. ?, As the soil test borings were advanced, field logs were developed by the undersigned geotechnical engineer representing Subsurface Engineering "2"= and sampling depths, methods, recovery, soil descriptions and N values were recorded. Approximate boundaries between soil strata were determined by y ..., noting the contact in recovered samples or estimated b observations of the y ' a3s' field engineer and driller between sampling intervals. r7 r { jil'y to �. :',•e�} r. t.i}I �r k�s�4wGi.. r t •.t .� „ :i .: r i.,". . / z,{ : r.,,�. i ( •)� �#�{;'�,z:,.-tek,;'k:., � ..'fji'�tti,J{`+4''Jy�,:a�Y'i#t t,.i;.+ i i tj t 9 Y 1( .,.� {. .. �1 tra. �r:h it + a,F. T(ta,L+:yY.'C...;�,t :.�Y' .�"ft•�gg.�t tyy rs r'n 'q 5 7 1,. t t, E. f{ ..c t}'Y u. pp St k.5{' zy�+ tq•��ixk (•. '�kgfr{"..tl`.ri+ �Gi 1 ' 'I c ar+> 1, !Y ! , s`.';, 1{ .,�3 i Fnt ut�y r ..f +.'k,y Eli ;ity1:9>po'• t1 t. ,,:1 t � ,.r. tl I. ,L,�`1 t. ��'c+;i,.t. a.�'Y •.}�i3",: :r .1.4,. ,` r s t 1 A .•q1 yl.. f• �i <. s +t �t ' t .. i 5 r}. rf�,•:. yti x ';V .� }1 ..' I. ( l :I N. ` ''rat l t t11�','ft�t } tl5 q•�, ,4 .��� � , ,b! , t�J) MN is IN 11 �� 3`�'it'•?X�0fTrtr #:7 { 1 made during drilling, immediately afters ',•' Water level observations were ' ^ ,�• on and a few minutes to an hour or more after completion of v Completion • test borings 1 and 1A were ' drilling. Following theses observations, k abandoned and sealed by pressures grouting the boxeholes using a moyna pump, and a high solids beutonite grout as describedyra' a 1 inch diameter tremie pipe on the test boring logs. _ xr5 Test borings 2 and 3 at the east and west ends of the project, respectively, were provided with open standpipe piezometers to evaluate the r , ground water regime over a longer time frame. The piezometers were ;,. A "t; installed as detailed on the FIEZOMETER I=�thAnthNofMar hSbyaour firm � > ; levels were recorded at various times during , E and later by the Client. LABORATORY INVESTIGATION AND TEST PROCEDURES Laboratory tests were conducted on recovered shear strengthpcharacteristics- index properties, soil classificati The results of these tests and past experience with similar soils formed the basis of our evaluations and recommendations. All of the soil samples were tested to determine the natural field water content in accordance with ASTM D 2216 and several representative samples were selected and tested to determine the Atterberg limits and grain F � size distribution in accordance with ASTM D 4318 and D 422, respectively. The results of these index tests aided in accurate classification of the f My �= soil samples and assignment of group symbols in accordance with the Tinified ��1 ' F' Soil Classification System, ASTM D 2487 and assisted in predicting the behavior o£ these materials. The plasticity and grain size <<• engineering ' y'}' i potential of these soils and tests were also useful in evaluating the piping p 5�, pX^'%i°1'41 establishing parameters for the design of the filter system which will e < •u,,�,r required to prevent internal erosion of the silt and sand soils once slope �.t.,3,ur� . stabilization is implemented. t� ,:; y remaining soil }rlr. On completion of the classification tests, all of the dance � ��,• samples were again examined and visually classified in accordance with the Unified Soil Classification System using the visual techniques described in ASTM D 2488. Unified group symbols were assigned although it should be recognized that the symbols are based on estimates where the samples are not accompanied by specific Atterberg limit and grain size distribution data. $ { y p aY:r ns � Undisturbed shelb tube samples were cut into short sections and were t} , extruded, examined and tested to determine the dry density and the undrained � 1 shear strength of the recovered fine grained soils. It was r®cognized that #�.:°, g^` joints, sand lenses and the silty nature of some of the recovered soils would result in premature failure and low strength values if standard unconfined compression tests were utilized to determine the undrained shear yti `e�ty strength of these materials. As a result, unconsolidated undrained {W) triaxial compression tests were performed on these soils in accordance with • STM D 2850. Under this procedure, each soil specimen was subjected to a� p p ,: A xf; i' .. -" � c confining pressure equal to the in-situ overburden pressure prior the Ng �., t•rY.R 3r,`F+3rrf Fti pv:r*.x. r3��'-�+.. 3` .in r t 7 i n z .r � 4 1 c t �1 !} .t {*r.�.�, . , k �r"tifi r•4 y3..,. :z zt� f�'�:+li,??+� ,,'r�° }'}7 y�{to t r. . ir,�t t t ..• s.{ �� 41 i t t. zst t 1 e� �1�",;,,t`• `t�,L'��`'��`�4:ff �1��}��•�?zstJ �a'^}..*�&15r�'"'.1•!i'��f�'£t t"�t,�� i' v..t 2r.1 r .{' . . 4 t t � r l•r.�, { , k j.rt •;:�•� 1 {:�,tr.Yt".'�jy', I 1}+���,,,, �y}tst7(:c,i<3u�rz t .� y.... •.tr;:"',.�.�i n���rt.. i- � � r tt,, .t'• �9y�C n• � +�{. t tr .;x+ t, n e �r +:�"�yt .t�a�.ta 1�••k'�,I:i.ittyf �`,3 (}]��� �f:t' r, Y S� 1.�;�,r'�.i..;,r �t.�'^i'„r` y kff t //. 1 t Z.>z { c � 1t ig � ",J{tl;�qk(. e i •( t"• tlfa 4T i;� � } � �.1), t il�ij'!':'at?f( } nf.4t•U t 'l! t"t .( Y { '� '.{. y `f t" �Y �r•1�(� },t''�?'4� X75. .7p`� I '� '�':�'. •.�;,.t.t:.I r{Yti�: � .sf r .e + •rT,fz 4:7 r .1,. t ✓ F , . 'a.?1 tT.i,h•Yr1,X e„�,S�,R',` +„�, .;.� �r,•�r�t�,{+�}Xr�y ���F:9s.; x �,�.,+,•�•i':^,t}i4ir ,+ ..� �7i �t.,.l.r, ,�, c +. (.�rJ f t, 1: .�'� t; ktir';..i.�.7.r��?^���'i ,e ^ri rj� �c�sF'�R�.�f�daF1�47�':t,hY i f.l.:•r141 n .k i.:E t .1 V{i i j..,.n 4 r.1 � r � ..vt t ...+ ..r 9t `x ��'!��z'i�'n'I�.r�'�'^' ..f nr,•,,�f ti,�F�r�.7(?`+'`t�itrut {+ .f. f�'t51tA'`''`C'I±J° 'r }r�'`t�ti.f '��r J ul .i �` it ,�' 1' .i.f'1 .ri r,. .1i .! 1 } rt + � "t•f t t ���'ry��`:� r�:x'Xjt� �'✓t. }yyti pi r4% 4{4l° t11�1 f"vt�12r•N��� r �T I3 :,;t'��^�•,yd�t ,°�,'`+7.�iL�S"i�� �ru��,��+�P. �• S"j£ t { z t� r c i t S� f �� .'t i ' S , y E i 't .:frt t t�i�Ty����nt�i,�3 7�`"'��q �$;,: {, 1 �!'..S '"!"f'} t a .,"` '! v't`r`v ti.. i '.t 7 itr .1{,r�� z L.� z ��tf �'�����7���."�:���`�q' z ,yti• t `' tt �sa 1k t ej oa1� ° va4t�xt� o$ t k1� at A 0031 1 { 5 t.. a.. 1 .k. .+•a 4• `+ '�!9fi.s row..�;.w...... ',E' .�+4x*JR'�,1'«,..n..:.u.�.�:a.....,.>,. , a.:�.+miwoaew#Jfi a,!»s�.Y. , �i"'i ?. .i,s.�•',+,, r S": I ... ... #: ,x.:�rya, i _V# . V. 54z a7✓ YS,. + specimen being axially loaded to failure. The confining pressure assisted r � in providing much more realistic values of the undrained strength at thoY.-';. sampling depth and of the stress-strain relationship. �Sa In performing the unconsolidated undrained (W) triaxial shear tests, � G undisturbed cylindrical specimens extruded from sampling tubes were carefully trimmed, measured and weighed; mounted in a triaxial cell; encased , +•. in a thin flexible rubber membrane; subjected to an all around fluid confining pressure equivalent to the in-situ overburden pressure and then �• axially loaded to failure under undrained conditions in a standard triaxialS� yn loading frame under a controlled and rapid rate of strain of 0.060 inches yEl,«k"iyu�. per minute. Toads and deformations were recorded; strains and stresses J J computed and plotted and the unconsolidated undrained shear strength or undrained cohesion taken as 1/2 the peak stress or 1/2 the stress at 15 strain if failure did not occur. The water content, dry density and rtt ; unconsolidated undrained (W) strength data was useful in evaluating the shear strength of the soil at the sampling depth under undrained conditions due to quickly applied or short term loading. Test results indicated that much of the soil underlying the slope was t{ unsaturated at the time of investigation. since saturation of these soils during wet periods would be expected to result in a decrease in shear C.J strength and stability, it was decided that four additional specimens would be saturated and then subjected to unconsolidated .undrained (W) triaxial shear tests. Each of the four specimens selected was obtained immediately �s;r above and from the same Shelby tube as a companion unsaturated sample having the same classification. specimens were carefully back pressure saturated prior to being subjected to the in-situ overburden stress and were then sheared under undrained conditions in the same manner that the previous tests were performed. The test data was useful in evaluating the influence sca: ` of saturation on the undrained shear strength of these soils. 1 3 . In addition to providing unconsolidated undrained strength data, the W weakness within the slope test results also assisted in identifying zones of and guided the selection of appropriate samples upon which more sophisticated shear strength tests were performed. Based on the results of the W tests, five undisturbed samples representing the predominant types of a: ??' fine grained soil strata encountered at the site were selected from borings >` "? 1, U and 2 for further shear strength testing. Four of the samples were Lwl subjected to consolidated undrained (CU) triaxial shear tests with pore ^hu ` pressure measurements to obtain both total and effective shear strength parameters and the fifth sample was subjected to a consolidated drained '$ direct shear test to obtain effective strength parameters. RM Total strength parameters are useful in characterizing the shear p strength of the fine g grained soils under consolidated undrained (CU) 4 conditions wherein the soil has been consolidated under a given stress such as the overburden stress and is then subjected to a j quickly applied load without sufficient time for induced pore pressures to dissipate. An example - p` of this condition occurs in consolidated fine grained soils immediately ` ,• after excavation of an adjacent slope. s . x�I� p r''�r•'i�af Gs Ft7UF1111'1 SSG � � i ft Y�..,, t,� •� :{ Y c 3 +;. :r• '��^ffi5. �'��a�)tL.+r„Y, ! ��-S,sltt�,,,,.c .j a .�r tt „ �. �s s �, i A F ' Y iiit s t 1 ts ,t t1.e 4,i+t �tii S � #. f r t { .tit 1 r �� di.z�r �t f`+fir7r3 ��✓,P`° .»'• d�Z'. "t'73, �As'Cf il� � �y rid.'' ..zz .5,�t�;t , t}i, ";,'!� 4 a t! r�i .r..'-C+•a } �' •c' s !x �. i tit . tF .t �r 3 >. s .r as:fr�r r ."a' ., ' ,'ii,.Gta�2 Y7'f'yr t}t�.ajr`br6. y .{ .$'•U'y pt�, ��'_y•. �```ai.h,,.K:it:.'•t�!;^'i`:1: t:'?= :d?S �^C ...»t• Y, ils..• at d S.; fJ. y1+,. d,r,� .�,H. 5 ''w's�.�{�j t i �.FCt.f� r it �#� �. z � �.ys r "j / � y :i, .r tit .,r Y tpn" i'��Xr�r•""�q* t ::,� � t �� � s`t,";"'s, :`.i �.`< 1,✓' } { �r s�� Fay {� ri' � ���t' �Srf� � 'x due _'�MWA t .' ,y�r ( �{�+: rtup+�'� '•v A.4. n. �,. i„,'.e,7 .. .. .,..tt . ..:, ;t4ef'fr'•1:�'ry^.Kye<......,..i x�. -t,a ,t 7_` ".emu MWY4\kkYm�` y b: parameters describe the shear strength under "€;fir . Effective strength p consolid ated drained (CD or CU) conditions wherein the soil has been i � >rr The consolidated dressed a , r 4y'St t =, 4` � consolidated under the given field stress and is slowly loaded with time for Y�•��Y� • load application. T drainage to occur duringLti. . parameters are often utilized to evaluate the long term stability �4 nr py '' of slopes. (FU) triaxial shear tests with pore pressure The consolidated undrained ( ) a > performed in accordance with ASTt+� D 4767 with the measurements were p ;. :. modification that the multistage procedure was utilized for each of the four the Mohr envelope and strength parameters for tests. Under this method, a single specimen at three different 4 ' each sample were developed by testing g .;, three s ecimens of similar soil each confining stresses rather than testing p ntional procedure. at a different confining stress as is done under the conve �•, �t r CU tests with t' In performing the multistage consolidated undrained ( ) trimmed, -y pressure measurements, selected samples were carefully pore p encased in a thin flexible measured and weighed; mounted is a triaxial cell; subjected to a small confining stress and then ' rubber membrane; F , incrementally back pressure saturated to a S coefficient of 0.95 or higher• Following back pressure saturation, samples were consolidated to the initial acted to axial loading in a standard test confining pressure and subjected elatively slow rate of strain to triaxial loading frame at a controlled and r shear. Axial loads, allow for even distribution of pore pressures during ro teased and deformations and pore pressures were monitored as loading p g permitted computer aided reduction of the test data during loading p r; monitoring of the principal stress difference vs. axial strain and pore r art ressure vs. axial strain relationships as well as she-gfpic°tivegoviewland r ;,t p path as viewe p ct stress ratio and the stress p g rocess at an 7{r ;, evaluation of this data permitted termination of the load n p of stress and at a relatively low strain. Samples were appropriate level then unloaded and consolidated overnight to a high confining pressure in ;,�.,.•,,, preparation for the second stage of axial loading whi performed in a ma aaer similar to the first stage. After consoliddatioatio n to the final pressure, the sample was again subjected to axial loading in the confining p g ;,ax same manner as for the first and second stages and final loading was coatinued until at least 5 % additional strain was achieved. rr� s 'n these tests the incremental back pressure saturation �ti* •l ' In performing utilization of pore permit eq .;,. process was monitored and controlled to p restressing the samples. ' pressures between increments and to avoid p ., Consolidation was also monitored after application of the confining stress for each stage of the test and plots of sample vol oasolidation•had uoccurred ; of time were evaluated to as that primary riot to initiation aitiation of each loading stage. A uniform and relatively OW �.k rate of deformation of 0.004 inches/minute was utilized for these rocesss o a,.r a11oW for even distribution of pare pressures during the loading p performed on a ' direct shear test was The consolidated drained (CD) 1 above bedrock at the bass of the x,• sample representing a clay layer lying Y w- slope in the area of the observed failure. since these soils could be s•l 'r'' involved is a deep seated and relatively horizontal failure surface it was ., ;�Yt'Rfi�9ii'h, ..� ' ���rr�i�%iar M1i T.Syya� t rl t< t t 4 fr .} t r �k y' �yy F s ' r .ti .,;P:t�t�rq��ttti��,A,•i!. �� <' th'lJt,;s tip% s F r of t'<',f f i ''Iit ti t .'4. z. 1`1,. I { 7 .b } , 3 ,t��$ '{•aY,1 p`r1 ':�'f} j, .t , t *,r tyt�'t' ..,f `� �6,'t?�V'SC�S,tf�;,�� ��4z<rst�t. � r i.;` ti . S .t" S 11 tt7 t r F .4 ti rL'� .'F,• } ;fw. �" 9 ,y1�.e��r.""kTTt..t1�'�fi�"�1r.�;;���;-.'��r� � �r�� �>pt t, � +'. � r 'i :��. a 1 ,. =z�'��'rr.�#'.�;�;.(r�;�u���Cd � •'? �... ;'1•`4�,'+�+s>�'"37n`X��+j�.y,}?:;s".�.:'h{{{{J` t i':'6`(t� r.. ♦ 2'.�, ,r•. f. �. �t' S t\ vS �.1� s s;4 E't'�!t k�,d{tx��ryt!t:.'d.y,aCm t�� �. ��#,r�N,: r �''4} } tx-'�;if<<:s1�a{' r''+a�t"yq 4 +,. :,ti ,. + � .�t t ,r .�; �%I a ^! t v •i � t �+r a� ;''Ct k �S art�4t�T` fi�¢�ry 'G��. 5 :: t,' t}.* �.k\14.1.ti 9 rir}.I t SI„ t ,1. x' � i .•.t ,t ,i :.tt r. I � t: t( d�S � (y a tg,. .�t"4,` .+ yy"`si4 ..%��`�'1: '�+\. GZ„`.9r\{ � E .!. <t4 r•.r y.. ,1 t j:'( 1 1 .EytyR ti''�7sr 1•,}'s� t t {. `�1�.:. .�!,C"�r.'r�.x5 t c y Y..,r.-�.��.,..t� .� t e. !.�•'!fl '' I �'r t :i, r. �t r,r Wr,t 4i<`• a .t} " �1,?'. ,, �t ,:rt t' , I},;i. t$ c f.,'t a•n{,Z� j � r , xt awr` rr:rY'4� ?Lti *x4.,x4,?�. ';:r'.' •,t... t.<{�,�'.5„' ?..3 ..�,fi.µti~;{n� Jtrwwn.u+a'w,i+.::ns.aei�sb r .1 r A; decided that a direct shear test would be an appropriate means of i •{ characterizing the shear strength of this soils'` The direct shear test was performed in accordance with ASTM D 3080 using a Geotest Model S 2213 Direct Shear Apparatus which applies normal rx, loads pneumatically and shear loads at a constant rate using a gear reduction unit and an electronically controlled motor. shearing forces were a' measured by an electronic load cell and vertical and horizontal deformations ' ;` by dial indicators. rti 1 t. During the direct shear test, a trimmed soil specimen was mounted in the shear box with porous stones at the to and bottom and was subjected to ;``•;s� '°' + P P j �.,��.. a normal stress and allowed sufficient time to fully consolidate under the applied stress. specimen deformation was plotted against the log of time and the time required to reach 50 % and 100 % of primary consolidation was determined. Based on this data, a shearing rate was selected which would result in little or no excess pore pressures during shear and the specimen ' was then loaded at this relatively slow rate to failure under drained conditions. The procedure was then repeated for two additional specimens. ;;yd;, l• TEST BORING LOGS AND LABORATORY TEST REPORTS The results of the exploration program and the laboratory investigation are presented on the TEST BORING LOGS and associated laboratory test reports included in the Appendix. The boring logs provide a record of the drilling and sampling procedures, the soil strata encountered and the results of standard penetration tests and routine laboratory tests ;',;,:4y= ; ;: t such as the field water content, Atterberg limits, dry density and unconsolidated undrained shear strength at the field moisture content and degree of saturation existing at the time of investigation. Graphical and group symbols are used to delineate the soil strata is accordance with the Unified Soil Classification System. Where not accompanied by Atterberg limits and grain size data the group symbols are estimated based on visual procedures. Boundaries shown between soil strata should not be considered ;. as exact since the change is often gradational in nature. In addition to the routine laboratory test results presented on the test boring logs, detailed laboratory test reports are also presented in they;,;.,,;;,;-;±�5;;;. Appendix. These include the GRAIN SIZE DISTRIBUTION TEST REPORTS provided in Figures G-1 through G-4 which present the grain size distribution curves, 'ii':xYdr�r ' _ Atterberg limits and Unified Soil Classification for four selected samples. Also presented in the Appendix are the TRIAXIAL SHEAR TEST REPORTS which include the results of the multistage consolidated undrained (a) tests with pore pressure measurements provided in Figures CU-1 through CU-+4. ` ' These figures provide the stress difference or deviator stress vs. � �• ' �+> axial strain relationships commonly referred to as the stress-strain curves for each stage of the test along with the specimen data and other pertinent test details. The stress-strain curves reveal that these soils oftenr`: reached a peak shear strength at relatively low axial strains and with ti continued strain the strength decreased significantly until a relatively ` constant level of shear strength termed the ultimate strength was reached. Y` 9 IOU s Y,q�� fir.ri,4 r t . z'�""riAd7,.q +r�i'.p.,.,,�t�arj*aw.••^-. '^-...--....,sYicr61i�7+Ve{":a, Tt S1 +"� t 'i^rr � r >< ��t. �'v�tx i;tt� C+.t 1 � 4 'L&n.uF«F+.`'�,`���.����Y;{ .,� �'� '� � � i', ��• - gw�s,i�ti�'t"�X �'tky lJC�t V?t va tyr ;'.i;.^4T 1 . t /• 4`' ' ,, 4 � +4� U Y'�l �j '1�i•.r 1 i i u( { �, �#"1gGc+��1,•.h °ryt � ���rt�?;Kk.��$ 4a t�r r:t t 4 �` i ;r .4ti t �r}s n ri�ii V?' L•i t tr ^}�, ,t ^'SX?'}"S}{'E1;i;•)�.+i vr d ar, :S t' '�'�(r ' r I ...t � tr, f �C ?� .t ( irt���°.,i�{t�rY� Y3�,: R, 1 i?,t; C• yv �M.F�dit!}t ,�. �,4 1 ��'1 R, '`4 �5 .7.. r + r { 4j' r � t. tC r � i; ,.,t,�i`p��t,+4;�tt.:t'".'�•.ire ����'4 �. r�,�}=.�•r:. y S�e.x1'�• 4' t�a3!{L'.tFr.F+ 1� ty.'>.'r i .r,. td L I:r' 1� :i t 4' rk.i'•i1 S/{w� trr't ,r t,♦{t.p •."7r ;.Z�,r}e�riq�'�" jt J•j � •3 t ,{ � �,, � t t t a is ..4�r. � rr a J r r1 �,. ++;.+;, tit Y <..,..f .C .r: :� :J:'•, r :; ti } .! ,K ;. .�' , ,SS 7 i ,. �:• ' ' .. .. t .i .h, r �y.�' y� Lr t�',t' ;,� �.��c J'"''��"i•.t^�l,F�3�#!?�nn,r,f•' ....fir',. Y• .•. ; f l�,Nx tS,?' ' r r ! ( M4 �alCn.. x.kt�*�t .. �.rt;;t>;,,a: :.:§.,•�, t s:_. r.r,..si''.�.....e.ru xC,r Sw ,a.�W'i;"�r.Yst�:wexHVr w.w.++r:�t+a rzJ Each stage of. the multistage tests was dencednbedthenshape of the rstrossg � ultimata strength was obtained as evidenced yr� strain curves, the stress path behavior and other important indicators. PYM' . rs site have already experienced an Since the soils at the sloping apparent shallow failure at one location and observable movements achedeandwthat pp peak strength has already been r ; it was an that the p g ;: • ;. coat ely result in mobilization of the ultimate inued movements will lik s strength of these soils. As a result, the ultimata strength was considered to be the strength level of interest at this site rather than h Figures CU-1 ~" strength and the failure stress shown on the test reports in Fig ;#p � :.g' through CU-4 is therefore reported to be the same as the ultimate stress. >•ik,Ft This permitted the Mohr circles and resulting Mohr failure envelopes shown ,,� ;i on the plots of normal stress vs. shear stress to be based on the ultimate ::1asr•. ; strength of the soil as shown on the test reports. Mohr failure envelopes are presented in terms of both total and effective stresses where the total 'f strength parameters c and are applicable to quickly applied loading and undrained shear while the effective strength parameters c and 0 are useful ttrJ in evaluating slowly applied loading and drained shear. =.::` x,•;' CU triaxial test results, the Following the consolidated undrained (CU) Appendix presents the consolidated drained (CD) DIRECT SHEAR TES`' REPORT in l�M1r4 Figure CD-1. This report provides the shear stress and vertical deformation > rti vs. horizontal deformation curves for each effective normal consolidation stress utilized in the test along with the specimen data and other pertinent try test details. The stress-deformation curves revealed that this soil also ' reached a peak shear strength at relatively low axial deformations and with continued deformation the strength decreased significantly until a : ., relatively constant level known as the ultimate strength was reached. Each ,t. A u test specimen was sheared until the approximate ultimate strength was ;trr ' obtained as evidenced by the shape of the stress-deformation curves. Plots of the resulting peak and ultimate shear stress versus the normal effective r5yrr; • �'`' consolidation stress for each specimen were developed to establish the consolidated drained (CD) failure envelopes and shear strength parameters, c ?j• sq ,j, %:?r 1L.tfG I L and !�, under the test conditions where c is the effective cohesion and the effective angle of internal friction of the soil. t�Ll rf 2w r: Also presented in the Appendix are TRIA%IAZ SHEAR TEST REPORTS for the unconsolidated undrained (W) triaxial tests as shown in Figures W-14 through W-17. These figures provide the relationship between principal stress difference or deviator stress and axial strain commonly referred to as the stress-strain curves for each test along with the specimen data and Plots of the resulting Mohr other pertinent test details. circles for eachyry test are also provided. The Mohr diagrams indicate that the failure envelope for each specimen can be represented as a horizontal line with as _c p 0 and an undrained cohesion •a'��;f: ; undrained angle of internal friction of _ intercept, c equal to 1/2 the peak deviator stress. While the undrained strength of these soils at a confining stress equal to the in-situ {. overburden stress can be represented by the undrained cohesion c, use of the 5^: 0 conce t to describe the undrained strength at other normal stresses is ; P s z. Y., ;.3.�,i� • .���:s`>. not completely accurate since the soil is unsaturated. In fact, the unsaturated soil would probably exhibit a lower undrained strength at lower .. ,q..r1• k.?Pi f i,e 10 .. _..._.. � sL�}z•�,t� hty r�`.t•� F r t>; t 6 t ,! r i r 7�.. *� t t,4 ,yr � �[+'r it`-� !pill std, ` .�r�>} r �f r . � '• � ? t 'r t .t a FF t.�'. t r t•CY 'P`u�7�����Y y���i r ! !j'" 1' ' 7 f1 (r5}7 trr`�i'r�'t;�S��.�� � � �;ylr tGN wp °..� �� .a3'rt• r i� '!. f, � �.j :% r � ! r. ! .t � { �S�''S w r{"�. En'1r >• ..f • Y'f 1nr'..,,c<f r e�.t,�ht r.. i s f�3 , t : � t 'r, !,. t', t:. `:. :{t"F r �i� t C{?'s.n.;,2f�e,�•,� �r�.Y. �z ��t� ..'*�? .9?ti; �5rtr�,�:t y: �1 :a, a r !: :i. f,' i .t :. s. � rR� ;f}: ,�. {tr 1,•?;�;i!:�k7;iveA�`3��:F. "g ,•�� y�:�ky.r�+,��:{tt,,.,,;;°�}, : , 5 � f ! r ,� > E r `t R 4'' e, .'�!?:}r ti�'i�w;iac, .��}•; �. ,.tt�lY�� '•�.�f���t�Gt. .�(�'f;t }y? r .,?' f: `c i. 1i:',f rt �. t1 4 f..r, �,L,.y t rq�rr.., �' jjp�N r`t `�� 1 ! ��� �.s}7 tr� �,.;r.1 v 2 ,a 'f:�•1�,4' �• � t i !' rvf h,rt.i. 'c.y'�i�5dt}jt3„"}F. �.✓ :,. t � rf>�y il,t�yr't..:J• '7 :Y'. r t t s :.i} 't .{k k{si. .t\�' 1��1�'fh3.i• •>✓.� dY`''11 . j t t .,.: ..:, .• ', ,�i t,1 {yi.!"`u"f` { ''3�;?yy nt'.',"W'�k��. '�.s4..:'at'�i�:,••�•att fij �.'���".rl x' t"f 9:t ..�sr.�� M. +�,,•u,i f N'WMsf}2�w:,:kM+«uaw.....,:}�}t lr. •� .__.+..u...:..a�,.n+i' ,%tr..h'n �` s ,.'".z 7 ? ..t"J'1„ 4?8i4Yrki5vteta..:wa,::.s ' • � t�� �,C„��`' ire l•)i, confining stresses and a somewhat higher undrained strength at higher confining tresses ie. the unsaturated soil would likely have an undrained 9 Y friction 9 angle greater than zero and an undrained cohesion intercept g p somewhat smaller than reported. As a result, the undrained shear strength parameters given b the Mohr diagram may be somewhat unsafe for law " '3 p g Y g Y confining stresses and should be used with caution due to the unsaturated nature of these soils. Due to the above conditions, several UU tests -re performed on samples I saturated by back pressure as previously describe .-ad the results of these �c tests are presented in Figures UU-5A, UU-7A, UU and UU-11A. The Mohr `; envelopes are appropriately described by an undii-ued cohesion intercept c and an angle of internal friction of $1 = 0 fcr these saturated materials. SUBSURFACE CONDITIONS Exploration indicated the sloping upland site was capped by modified loess and underlain by a sequence of stratified sandy silty clays, sand :r silts and silty sands over residual soils and shallow bedrock in the area of the slope failure on the west. On the east in the vicinity of the viaduct's west abutment, similar soil deposits were overlain by fill material placed years ago during construction of West High Street. The fill and underlying �'. natural deposits forming the slope is the area of the abutment were underlain by alluvial deposits, thin residuum and a bedrock surface deepened ::. :•,;; .tgAfr�ki ro-• by ast erosion. x Soil conditions encountered at each boring location are shown in detail on the test borings logs and are also depicted in general on GENERALIZED i: zry %rz GEOLOGIC CROSS SECTION AA taken through the test boring locations along West r`s . High Street as shown in Figure 2. Soil strata shown in the cross section ' are identified using the group symbols of the Unified Soil Classification system. The approximate ground water level is March of 1995 and the l5 estimated bedrock surface are also shown based on information obtained t_ during the investigation. Also depicted in Figure 2 is the adjacent west '``«?•y 'a ,%:` abutment of the West High Street Viaduct based on information made available by the Client. The Ordovician aged bedrock underlying the site consists of the y: Jefferson City Formation and is composed primarily of dolomite with localJ' `f' shale interbeds. Rock materials encountered just above the soil/bedrock ; rock contact were weathered and broken and a few feet of weathered shale was w •::�y., :;. 9 x t •'�.' penetrated above the dolomite contact is test boring 3 on the west. �- '' •°..: Fr= Drilling was terminated at auger refusal on dolomite at a depth of approximately 16.5 feet beneath the surface or elevation 580 in boring 3 on ' the west and at as approximate depth of 48.3 feet or elevation 545 in boring 2 on the east. These findings confirmed that the bedrock surface dipped to ? the east with the descending upland toward the entrenched valley of Wear ' Creek as would be expected and as is shown in Figure 2. t., N Test borings 1 and lA is the area of the slope failure encountered a ?` �''+�2r•r` surface cover of modified loess extending to a depth of approximately 6 r:? txa 11 �y�� r, Diu t .n tYS a is �yy� ✓k r r x}t > '+ r r 3 M�SM1�4 S d , i} .+'L t �. ry a ? t /,1 t 15( .. �c �• p' r{•. `� r .,.?'t, 4t,4�j,;eY'it},(,::.l5ic]y..,na•w};'�£ :.ri'tt4t,w l�. i'� ,t? i,. i `a t x! .i,4• ri rs,tj '^r 1 ,;�"«•:i'i�,,'{•- y4, Nari' -I4 I�'r4 i!1 } "..i, x f. x ;i f , k,t P •:�',�•f ,.{•-•4j f;� ,1cc"tt�,>.t Y( „ r S <-,Y. !i t� .ri ;^� � . -'w f� .J]`.�,ii �t':i`.; �:;arkr f•`}. .1`.r tJ ,�y.�l t ^• t t "`e t'. ' r :,� % r { ', Ile, -;}��jtflt , ',r�. 7 sY 4�r F 2 9 ti' ! sS ,;�.;) 'f i. t f t i�`w•j� v5- �."t;}'4 t't} •' 1 t! c A•�7r.Y"�. it '5.R ;7W �r. .e;P, t.tt :,.t ]! r. 3. '...t,!, .% ♦y r y .3t �'?.r} 4M14r x}i:"�'.1� iAF F .} n t y�fl�.�H F'°v sy r•'}t`?t�J;t lf r' k a' .11�?€•'4, `' tir;C, ?%-, tI.0 t f �... .,.7'a. y kt f: y , ! _ Y. t ,itr rr�i. t C'irn'�', t�`.7 + � ,`4t"��•^'' t ,4b� � �'r4„�s;r,4;�• .� '�}'•�. c'f,M3 ��Jxt, � � � tt •5•,,. ' i. '; .�.tti'tt �y +! a f.. ! fS, � 1. .+ t A.�y i+rv�,5�;��':�r'',;�'+ uY •.:i9R...f]119k"!a! �r'�tiv}'W.).y Fly'}Y.i� j �l ,,: 4' ,tr } '.t r. t i tt..r ' . ..3. ! i,;i ..:� w. r{ ..f r rt f�k4„fl'yi,'� +7�� g '�t'? t 1.t�4..�'pjF,}�9.¢1y•r.;,v7 fY, •+ .:,:i r r .]. 1 ! ; n Z. k rW t�t.,3 j }tR�r e {. .t}�, .. il.f 2 ty�' 6. yY•r ]; + '�rj Yt�• • . .,.fir. ;... ... a .iMe �h 1•. "EM' ,� :ty' ' +'4 .¢°>�tY.�e$'wMiw. �4.`�.' ....�.�.�Y...._.....,.w•...,....«.,..,+;w.a�aw:d�" �,',u.iS�S,..t a�. t...'-ir'..t",".•.-_..7 .��;... •. ,. 7 :% *' y i`,`%/ki 4t �•.?.G.'nr,*xr..u,....,..,..... FF :..Z. t�•.,' 4% 3 -'3._ 1.�F.�(+.{7 z +;l (", S��:FEZ��•4 ` feet. The windblown deposits consisted of some 2 feet of tan lean clay which was moist to wet and soft in consistency over approximately 4 feet of nv , .;E gray to brown lean clay with fine sand and characteristic vertical joints and fine root holes. The lower gray to brown loessial soils were moist with water contents of 22 to 28 % and were moderately dense having dry densities � is the range of 92 to 100 pounds per cubic foot (pc£) and indicating the windblown soil had experienced significant hydrodynamic consolidation sinc® sz ` original deposition. At the time of investigation, the water content of theE, modified loess was approximately midway between the plastic limit of 19 and liquid limit of 33 at the 4 foot depth in boring 1 and based on the Atterberg limits and grain size distribution curve shown in Figure a-1, the loessial soils were assigned a group symbol of CL in accordance with the ' ^� Unified Soil Classification system. .kY.fa Unconsolidated undrained triaxial tests performed at the is-situ overburden stress on the partially saturated loessial soils indicated the ��•�>i:�:{",�'��,� �'° undrained shear strength was in the range of 0.6 tons per square foot as shown on the boring logs and in Figures UU-4 and W-5. Back pressure saturation of a companion sample from boring lA indicated no significant decrease in undrained strength as a result of increasing the degree of saturation from approximately 90 % to 100 % as shown in Figure UU-5A. A sample of the modified loess selected from boring 1 for a consolidated undrained triaxial shear test with pore pressure measurements yielded total strength parameters of c 0.31 tsf and 6.1 degrees a nd . .`S` effective strength parameters of c p 0.16 tsf and Or = 24.1 degrees based on the t 'r ? ultimate strength as shown in Figure CU-1. .- Beneath the modified loess cover, drilling and sampling encountered a �:. se q uence of stratified deposits extending to the 18 foot depth in boring 1 �S'a,, ., •�:� and to the termination of shallower boring 1F, at the it foot depth. The ,xuti F upper 2 to 3 feet of this sequence consisted of a red brown fine sandy silty .; clay with occasional thin sand lenses and a Unified Classification of CL-ML. tip'. _ The relatively moist soil had a water content of approximately 20 to 22 % at the time of investigation and a dry density in the range of 100 to 102 pcf. :; '[=:wt= ''ir; The partially saturated material was medium stiff to stiff in consistencyr, tf,ar'x;,=::• having an undrained shear strength in the range of 0.4 to 0.5 tsf based on the results of unconsolidated undrained triaxial shear tests performed at ?�:�-;•`r. {;.,; the in-situ overburden stress as shown on the boring logs and in Figures W- #;,;��.;• 1 and W-6. At depths of 8 to 9 feet the sandy silty clay graded to a red brows ;,, sandy silt with thin silty sand lenses. The sandy silt extended to the > } approximate 13 foot depth and was very low in plasticity having a liquid f..L limit of 25 and a plasticity index of only 3 at the 10 foot depth is borings"�_ 'a �•:I i�•3° r 1. Based on the Atterberg limit and grain size distribution data presented t in Figure G-2 the material was assigned a Unified group symbol of xL. The stratified sandy silt was moist with water contents of 21 to 22 and was somewhat loose having dry densities in the range of 90 to 99 pcf. Unconsolidated undrained triaxial tests performed at the in-situ overburden l ,M stress on the partially saturated sandy silt indicated the undrained strength was in the range of 0.5 to 0.6 tons g per square foot as shown on the 12 alig +� y: 5.y� �'t'7 jt 7 t TV 7'� 1 1'+ IL r ✓1 ..i r li 4 r p ( 1 a I ;i,•L y^4j�'i!}.J, i eS1 .t + `h ,.... l 4 (4 � , i. • i.0� �.- -r��`•t ;� r t4 .+ tp�5`� t<r,'q $l r .{t+ 1 s Y t r , !.'y 1 .'. .a'+jr.r : J . !o4.'Yh�n, ':l.�ir(„�,�'.h€§'+�%�'M1' t.r ;7 {fN �3+rtr,'1�,§����`s��qt s° �'ici� r� i �,s+ r .} r 1 ;�.� S.f , `` �')ly`tp' f , 4. S.k+r,.''�. }�{t���."'�i �•,., �' av MEAN� i.�d..E t{ .(( t'a F .!' y `' _ , n V"#' S'Y ,:"r,G'�• ,r t �. iNl ✓t�a• .�.tj.I c {' i r s, j r r.:! i e 1 t r y ` C,F.r.4a t�-'.7.-•• ? �,�+ ��� t Y jrr j n�L r I .k x t'( ,,.Rj J Ir y,j r v ei+�rF �" �'Sx '',''�",•,� i�t s ✓ ; + e; z t + t 9s. ra,r; -,it-��g?� N ..F h�E 7 •= ?Tti ,n`rT193i ,,j ' 4 ..:G t t 6 ..Yt L, t i E. g w` 1�$ �,4.�,' �� ).1 ,.1 e z z; ! +3 T '�''''V'�'j.Y"!'C�l" t�,o•+,�,�., t' +11};: i?.{ t �� s � r sp.°l.>_" ,,r 1" ) Q _ K'.. h .��!�Z., ,TM„4`N�'"' xka�, '.1�k:�i'.+5: , .._, rar5�t'�' r �,,rx,i� ,. r f •;F° d� Wijw�+ .i.wu?Fz E x..t.`Jta'.:4.xir1ML i �`lots M t ly test boring logs and Figures UU-2 and UU-7 . Back pressure saturation of a ' { companion sample from boring lA indicated a major decrease of approximately ^+nrC . ; J 50 in the undrained strength as a result of an increase in the degree of � ';`k saturation from the approximate in-situ value of 70 to around 95 % as D shown in Figure UU-7A. A sample of the sandy silt selected from boring lA for a consolidated undrained triaxial test with pore pressure measurements yielded total strength parameters of c = 0.12 tsf and 0 = 13.8 degrees and effective strength parameters of c = 0.08 tsf and 0 = 31.1 degrees based on the ultimate strength as shown in Figure CU-2. At depths of approximately 13 to 18 feet beneath the surface, boring 1 encountered a brown fine silty sand with a grain size distribution as shown a,.s ` in Figure G-3 and a Unified soil Classification of SM. The uniformly graded , sand was dry to moist with water contents of only 6 to 13 % and was loose in relative density as evidenced by N values of only 9 blows per foot based on •. standard penetration tests performed during drilling. Yy�ti The dry to moist silty sand was underlain by residual soil at the 18 { foot depth. The residual materials derived from in-situ weathering of the underlying Jefferson City Formation consisted of a gray brown mottled redry; ;r lean clay extending to the 22 foot depth and a red gravelly fat clay to clayey gravel overlying the parent bedrock near the 25 foot depth or approximate elevation 570. The lean residual clay was moist with a water .`: :y;z content of approximately 25 % and was moderately reconsolidated as PP Y Y P evidenced by a dry density of around 94 pcf and by the relationship of water content to the liquid limit of 41 and the plastic limit of 19 at the 21 foot JxVI depth. Based on the Atterberg limits and grain size distribution data shown r,a ? �*► in Figure G-4 the lean clay was assigned a Unified group symbol of CL. The , IV >,. ; upper 1 or 2 feet of the residual clay was stiff with an N value of 8 blows per foot and a pocket penetrometer reading indicating an undrained cohesion k": ': •' of around 0.6 tsf. '" An unconsolidated undrained triaxial test performed at the in-situ r' overburden stress on a sample of the lean residual clay taken from the 21 P. foot depth indicated the undrained strength of this material was significantly higher and in the range of 1.0 ton per square foot as shown on a 911 ,Y,rt the test boring log and Figure UU-3. Consolidated drained direct shear a'kac< testing of this soil resulted in effective strength parameters of c = 0.08 . tsf and 34.8 degrees based on the ultimate strength as shown in Figure The underlying red gravelly fat clay was moist and stiff and was Y,`s classified as a CH material due to an obviously high plasticity index and a liquid limit estimated to be well in excess of 50. At the 23 foot depth the =s. fat clay was underlain by clayey gravel with a group symbol of GC. Hard tiff. y. drilling was encountered in this material which contained weathered and ' broken pieces of dolomite and auger refusal was reached at the 24.7 foot s depth. Test boring 3 located to the west of the slope failure revealed very similar stratification as was encountered in boring 1. The modified loess r cover also consisted of lean clay with fine sand and extended to they t�s�~t5yt jr x i w � to 4S !• 'i a7 t 71 , a ti> y'r j ?s g[itr xc�fi� rr y.c4 § 1jrltn}7 t �..1 ',4'`}'''tV}.'W�'�'' �i i•ei 4+ '���r'f,>l �t ie fs ,t in,ypr�. i t�" t J t.e17`,'4t14 ":�li #{zf "" C� • 7j.xr a ,F ut`�:If'+�k`� it l:k�•'l�$�iF +lt;} q i.l,�f .+� +yt��y4`i3t�3. "}y. ir� :,, ,,.i) .i :t� K��i f`'1;:; 5 ..t,}.�•+to r rrs ° '�i'��'ai J�''�t`� =rt��t�'`e-.t t +t• '""Z.'3�''S .F'�S+d dr;�'d[ C!i � .< 1 r�;r 1 ? 7.�f. �}w,"+,`,`4 ?r :t ,Y i 11 �+r' J b,is 3th�,'��•k•`„:- k f.:i� ;,��j.14�`. r + li' ,s..�„C '�3>�::.t•, that fijx;; �,t' i J �.1 tj 4, '.t` "Y y.M1 `.Si.D., ,BY, •+ v .�,�(. �.ttrrN`• ,..FS ° �}" .'� iii tr• ,7� L t t��'.tint bY, �Y r} , .l .) r 1 't. �y1` �` !.ss ttl rJ ,fJ �}v 3 ,ftit�,f,7i , hi�"';';`':y;'�•ia%�u: .11ii,;!•'st4 ' ?t'�x�;'i5f+i::to i �W`r.ells�f•��A'a�7r`<'` Y�y s�'P�.jt�fi't�,,.�,•t�,1�1��„ �'+'" '' ,, E v3it�•Y „t: ,' 'F;.t'"' ! ,Y' a ;+:.°;nr:,,,;'t, „ r a. r aw c r..�, > +s',y; oY.r,� ,i a s{t" , ,..Fl�i , < rian .'i,�'.k yy .,�`1t`iNi�i�fj.�2fr�;���.�lri'r;d'n iti�•?r�t bk.ty i .� d t > F tt {}1c w{`',f.v,i�v'•J�k rFa r.c, f..s{S(U156"",'f} ,t•''•�f � .¢ J�.r.'.'#'�•xt 'k�t`?,.�.ir ry 7�w"�tB�RZ�y`�t.� .Z� r r*�,. � � }7. ,�5+ �+ r° s� t'��7;�^}77..,7< �lAq.+°f�yY f,jr/1(,�,t art r ��, 4 HF.1. }ill 'lye x.y Ul r^ .A i•. Y R JDFi....,y Yltt / t¢ 713�J. y'�.,...��%� i'i C"F� "q D} G , �1) .} ) t 4 l. r t i;,e,.r• }- F' �•l }`F � .,tl' #'� � •;,{+ 1.r�htzt,t:� J " (Y. . r jt5 k y ` A t ��r* t Jfr.:) i. � ri ti"f i�x`t+{+:ih,n.M1 l +vt 't�'b .;_tz atl.�f'�fis�{} .FAy"{yS t �:. ,i,, a �' ,... )if,K,• { :at�•if 1'{t�7�'� }, f }v�e 1�'f 1 4 j"a+i 1 r r� s� r r.", f i t 4 � J,�tv `r'�b"''S; .r x y t.,4 + ,fir:., ° c;w':.! r r ":x ,cj,l "..i' :.r" 7" .r i u f::.� t t .)' ^• � 3 f�a+ J? 7k ,{�p A. At';•' •� ':�`:n�k,"�:i;,.4 ,(t,r' ,.,.+ .le t :� tWf 5 1 }g.a5 4.2 7. <.J "�k t1. r.,( l.q r 1�5i 1;a�= rit < }'{, ;t�;'�ic',1:¢Y,t('3 Rf,! l.s•`+ 4:' `•t'::�,�r'1 2 9 }k, ii,°?�� 1.'ti\ d( ,.t " crc aV, ,7, i r t [ :�j. .ni.;�-. rl_?2�•4iie �• � c• .r}. , . �' 7 7 .` t �4 y .� s� �,'z•!r Z yAA >, 4+' k ;• 4 3 �'• f"". r{f.` ., / .. .. .. �'€!t, ;r < ��`Jx,tt t,�' � .., t .r .s r.w*'•^• " :;: , .,y .. :: ' , t.: .x> 1h Cr4'YS ry `tip J(i a a) �7. s. r*y;��':�'t�•; } f j r. ,�.r �; •� „47 '�1� {,, '>lLy .� �.::;'' � r 4.�ef "`Py '�,'�`t`�`�y 'Y�{�f( �t {fi�'�' �d 5'3�"t� ���+rx�24?;•,ru`L,",�,w ., s ` � .r}^t 23L approximate 5 to 6 foot depth in boring 3 but was slightly lower in water content and higher in dry density at this location. The underlying sandy x <: silt and silty sand deposits were also present but wore not as thick in boring 3 with the stratified sequence only extending to the approximate 11 fool: depth. These soils were also somewhat lower in water content and higher in dry density than was encountered in boring 1. The underlying Lj residual materials were similar to those found is the first baring but were }. somewhat wetter and softer as evidenced by the results of standard penetration tests and pocket penetrometer readings shown on the boring log. ;, The residual soils were underlain by a thin bed of weathered shale at a depth of 14.5 feet beneath the surface or elevation 582 and weathered `^ a dolomite at approximate elevation 580. + F s 4` Downslope of boring 1 and in the lower portion of the failure zone, ;:}�_;,:+;,;;yf,,•., hand auger boring 4 encountered a stratified sequence of lean clay, sandy `'.` '`i ' silt, sandy silty clay, fine sandy silt and silty sand similar to the deposits lying below the modified loess cover in upslope borings 1 and 3. ' However the downslope, soils were generally wetter than the strata encountered in boring 1 and the lower deposits of sandy silt and silty sand � - were significantly wetter having water contents of 25 to 26 % at the time of „r investigation. At a depth of 10 feet, the stratified deposits were Y 3 1: underlain by residual soils consisting of stiff lean clay with a CL classification over stiff gravelly fat clay, CH and clayey gravel, GC. Hand auger refusal was encountered in the residual clayey gravel which was immediately underlain by the Jefferson City Formation in the machine drilled LVborings. depicts Figure 3 GENERALIZED GEOLOGIC CROSS SECTION BB shown in Fi g p de subsurface conditions in the vicinity of test borings 1 and 4 on a cross lr ; section taken through the Client' s survey station 13+00 lying immediately g Y ti, u iY y, F a :..,. east of the slope failure and the actual boring locations. Soil strata are identified using the group symbols of the Unified Soil Classification System and the approximate ground water level in March of 1995 and the estimated J top of bedrock are shown based on information obtained during the s ' P P investigation. The Missouri State Highway Building and the concrete a foundation wall set into the toe of the slope are also depicted based on 'rY'>; { �;4S,i"ilia available information. yf�'.i���•1�1F l To the east in the vicinity of the viaduct's west abutment, test boring z 2 was drilled through West High Street and encountered asphaltic surfacingjg" over an 8 inch thick concrete slab and approximately 6 inches of crushedkr � � rF stone subbase material. The pavement section was underlain by gravelly clay *t .' fill with occasional pieces of broken concrete and crushed stone. At the approximate 4 to 5 foot depth, drilling and sampling encountered a gray to ��" fine sand which graded to a borderline lean to fat clay �. brown lean clay with g at depth. By the Unified Soil Classification System these soils were =' assigned group symbols of GL and CL/CH. Visual examination indicated these •�''4 {Li a ' s materials may have been fill placed and compacted years ago during the 1 original construction and the 1950 reconstruction of West High Street. The ,. ; lean to fat clay was generally moist with water contents of 25 to 28 % and L. . { tE� was moderately dense having dry densities in the range of 88 to 100 pef. Based on the Atterberg limits of a sample taken from the 8 to 9 foot depth, ..3a. fg- ,F. 14 i w r all t t zd ,•�L •t��'1} 4 y�`�7 t'`'.,� 1f Y. f 5 d t f !! i > 1 Y �. ty51 # ra 's �:.4- ` l fin f 3 . i,:•. .,f � bt:�, �. y L � c �•: r .� 5 ...........t� yyyttt �•4,s�TT^,7t+�g��,���.�t,v��a �� �..h. � �` J� .,� � '1 .I � ,t; `r a 5.� .t., ,, r11}zf.{is 1 ,� � �'s ii° ���3� a.^ z ""t''�i�tF�,'t��.'t,�'. ,Y; .,L •� ,�°' 'tl,zyy 9+i i�;�{Alit:d! ( �1. 1 Sit 'r.'�:,s , 1, 1: 5 i. a..t i ,t•„S c:{ yj ,i j% �J .•i�,ya 3 Ga yral. + :.r;�,_ ..+,� .rt ,. t!-� .,� t _ � .,,n , y i,� ;�• �a�l�r.Lr*n�w:�i{%�x• }twFrk�'i"Si rt:, •� :4 # i. �:?;-ie�'����i �°tthb�tf;%v� .r� atx 1 �p. ,t i ..: iY..�� z.,! .�:. y', {{Ki',�fi�..+sl'hi��F's+`�%frt�}. l�..s ��` }t,•,"�:,ta.t " fi;, 'tiil ."� `z5r�f F.i ;rz. t , n � dtt ?' i 1 , , �Ii'C,F f71a�1`'r r�71. '; i-Yfd<a!;1{''i': t ,�,. ,{ Y ,l tY 'tr;k r .n r '3r.<{.:,. yt,y,..J2` � ,� IL`{^'x' ; ;a•”; ���, , arm•+.+,..+wr '..�.�p'n.�.rrn+�•'�"'•^�"'. .-..o„�..�.. t n,�rE�' j ,,. r. l,":,YAC.. i • 4 IL xj ;., rT ' . 4 •Vii' � ' (•, 3jh s _ ' r �•' ,tp.�;r� � �,d�,�{t y2��}•+i �.m� ��,� � .' +. .t ' i� +.for• t` •' d'�4t :,.r•..,u;W..iY.::`...,._:..c_i.�_:._�..�.:yawrdFn?i^ 193r�`����t��C�rr:. '`��d ax.�'t,(,";€=h�'i .?r�t��•,¢i�w�tYrt..n�,�ly t�'rE• ,r.;.+H��.. .�"0'� S,�rr�Ft.�n� .��,s .- ;. a.,,{ c'akr�li�; ix .t E'N... :Yk•n the moisture content was approximately 6 % above the plastic limit and was well below the liquid limit of 49 indicating the soil was moderately r+ consolidated. Unconsolidated undrained triaxial shear tests performed at the in-situ overburden stress on these partially saturated soils indicated the undrained strength was in the range of 0.4 to 0.6 tons per square foot as shown on the ? boring log and in Figures W-8 and UU-9. Back pressure saturation of one +` companion sample indicated no significant decrease in undrained strength as a result of saturation as shown in Figure UU-8A. A sample of the material selected for a consolidated undrained triaxial test with pore pressure ,, measurements resulted in total strength parameters of c 0.03 tsf and g P 16.8 degrees and effective strength parameters o£ c = 0.06 tsf and �' = 31.0 g g P degrees based on the ultimate strength as shown in Figure CU-3. `Y''`' '"'` Beneath the possible fill material at the 11 foot depth, boring 2 encountered natural soil consisting of a gray mottled red brown lean clay which was jointed and contained a trace of sand and gravel at depths of 14 } to 16 feet. This CL material was moist with water contents of approximately t;#, 20 to 25 % and was moderately dense with dry densities in the range of 90 to •�z;�,::;y,,,;, `, 96 pcf. The partially saturated soil was stiff to very stiff in consistency rtrytiNrt . , having an undrained shear strength in the range of 1.0 to 1.2 tsf based on the results of unconsolidated undrained triaxial tests performed at the in- 5r``;tzri ' situ overburden stress as shown on the boring log and in Figures W-10 and r' W-11. Back pressure saturation of a companion sample indicated a major decrease of approximately 75 % in the undrained strength as shown on the log ��;,1:?d7,• and in Figure W-11A .. At the approximate 16 to 17 foot depth, test boring 2 encountered a sequence of stratified soils similar in character to those penetrated in the < > j:?• ':,` borings to the west. These soils consisted of approximately 6 feet of CL • material composed of sandy lean clay with occasional thin lenses of silty sand over lean clay and 4 feet of CL-ML soil comprised of sandy silty clay. The clay soils were underlain at the approximate 26 to 27 foot depth by ,>. approximately 4 feet of the brown fine silty sand encountered in each of the other test borings. The CL soils in the upper 10 feet of the aboves �k ;, sequence were moist having water contents of 20 to 22 % and were moderately . dense with dry densities of approximately 93 to 95 pcf. The partially w, ifrai' ;t saturated soils were also stiff in consistency having an undrained shear �7k " : strength in the range of 0.8 to 1.0 tsf as determined by unconsolidated ? '' ' •:.. undrained triaxial shear tests performed at the in-situ overburden stress as shown on the boring log and in Figures W-12 through W-14. f ' raf .M The fine silty sand encountered below the clay soils at the approximate 26 foot depth was classified as an SM material and was dry to moist with a water content of only around 6 %. Standard penetration testing indicated the unsaturated silty sand was generally loose having an N value of only 11 blows er foot. p l% m At a depth of around 30 feet or approximate elevation 563 test boring 2 :: rw encountered an alluvial deposit of brown mottled gray and black clayey silt C' - 'S.'i•;w�.;`� with fine sand. The clayey silt extended to the a ` y y approximate 40 foot depth} (V'' 15 4^r���•�+79�?��•�,��t i�� FC7)S1�f S`� �`T�i ft � ,�., � y � ,,• x r r t r r} /r L 7 r "k}y, " }S�3 Tt r rt Y' t`i ��3,*t} g hlF fir:.,fw ti rr'ttd} � � y�.�7 (���"1.: S r�t'.�f,:n;i`ti?:til<•'1 j Z r � '1.1:(l r ? ::t ,�� 1 ) t t .1j t �qr� (t,t.t iF iliJj �'3F t`.�i, i tG`, ?i� S:,° ;?32at. ia•+•�,,� ���J 1¢ `,ito $a f,,.er(r" tttr � , �1'• � .tr; �.?r �` :ti i•t�r$:'ttii; �.. ,'�:•.:' i� u _r e, 'r" {� t +sr f:7T �t � SrC'J '[ ¢ 'tir.; hy- •.t•, rr .r�Yr t' :A�,J� 7 ril�ifi�`�}'{�Ci;1.'�r! r t1F( S,•c t.•.•j *,n"'q`�i .,:c,.,,.,d 14.i ,�' r. 1 J C- } ?jt � , t ' t�:Yt�{'J. '1.+;,��7� �P�, ,'a� `,,",pa,,' BA'' ,'la�t3 ±,a fv7� r. r f.rr aC 'i .r. �� !d r ?f• �,{f. >P iP+S^tF: ,t h t 7 ..r'7jY.��fYr�l7y5i 7rxr rY .x3 Y, C4 yt}x.s f }SJ �'! Syvtr,;ilt semi M161, ' �. .k, -•Lr ,.k ;�#. '�r cut. '` =ti. tt ']t ! r t�� '` �..y,p_.--�—._ .� � .•-•--- .. -"-M'.w-.•7_,�' r !� 'rte 4'4+s.��,. t+a � ,.c }t, {��'��..r,.��a�' la s+ 4 i',. i-��%�.i�..!:_._.t.:....rv�Li::::nG.wM9b2M@�'Jtt�t✓ . .r. ,�z .,. .. . .oJ •,1,'. t and was moist to wet having a water content of around 24 Atterberg limit tasting indicated the soil had a liquid limit of 35 and a plasticity index 1 resulting of 1 in a borderline Unified Classification of ML/CL. The clayey 'g silt was considered to be relatively loose based on an N value of only 9 blows per foot and a dry density of 91 pcf. A sample of this material selected for a consolidated undrained triaxial shear test with pore pressure '_ _• Kauf measurements yielded total strength parameters of c = 0 and = 28.3 degrees "'' ki and effective strength parameters of c = 0 and = 34,8 degrees based on the ultimate strength as shown in Figure CU-4. fit The waterlain silt was underlain by a moist and stiff lean residual clay extending to the approximate 44 foot depth and having an undrained shear strength of 0.9 tsf as shown in Figure W-16. Beneath the lean clay, x:t drilling nd sampling encountered a red mottled yellow and black fat clay. , 3 '', g p g This highly plastic residual soil was high in water content and low in density as is common for fat residual clays but was stiff in consistencyr+ '+ having an undrained shear strength of 0„8 tsf as shown on the borin g g to and in Figure W-17. The plastic residual clay was underlain by weathered and F broken dolomite at the 47 foot depth and more competent bedrock at the Y^ approximate 48 foot depth where auger refusal was reached. GROUND WATER OBSERVATIONS s3i} `ll • •• �hi�ry��V't.'.1+ t Ground water was not encountered during the drilling of test borings 1 ,".,.,;.,`' 4r and 1A. Approximately 1/2 hour after completion of boring 1 and on . , completion of boring lA the dry boreholes were pressure grouted as shown on ,C, r the boring logs. Installation of piezometers and long term water level observations would have been required to evaluate the ground water regime at r „• this location. ' , During drilling of test boring 2, ground water was first encountered at ;�yls`,;£ the 40 foot depth in the alluvial clayey silt and on completion the water a; . M1t; -" level in the hollow stem augers was at the 40.6 foot depth. Some 1.3 hoursist+; later the water level had risen to the 39.9 foot depth and the borehole was lW, then provided with an open standpipe piezometer constructed as shown on the PIEZOMETER INSTALLATION RECORD. Observations by our staff and the Client rte•::}tt;;;: � indicated the ground water level fluctuated between the approximate 38 to 39 foot depths during the month of March, 1995. � �txs, yr�;, ., 7.11 lWV r`� Test boring 3 revealed very slight seepage at the 14 foot depth in weathered and broken dolomite with wet clay during drilling and sampling. `'[t{k•`:: some 1 hour after completion, this dry borehole was also provided with an �rt open standpipe piezometer as shown in the exploration records. Observations ,•,{..'. by our staff indicated the piezometer had approximately 1 inch of water in the bottom or at a depth of approximately 15 feet beneath the surface in March of 1995. During drilling of hand auger boring 4, at the toe of the slope in the failure zone, slight seepage was encountered at the 10 foot depth in the base of the silty sand deposit overlying the lean residual clay. On r completion the borehole was dry and some 2 days later approximately 1 inch a - ��. a+xi° of water was observed in the base of the boring at the 12.8 foot depth. ;; 16i t�1 ), � '`(°E.S 4r �-S �t z r t ` t t 1 Y z •y! { t ,'. tc 2= 2 ii'ti •rjx: M. .clY.+ $y� ��� t �• v��n��"�{S t �.� � r + t .. t� a� K r• x t .r. F t'.t i r' +; ( ..'t 4h1”' }p t` •t'�l. 'K t + t. �k 1 4 � f �, r= � 't'•t•5 °�. f •t �C"3}cintr><3u.f Il +Err'. Mt)s(�z} YY=r t" 1 } f V t t•' t"'.., { ic. tf ri :tilt .t r��'i.+��r fi>�,,$K�k + ',S°, ''jj ���.f�j�y( t, a:°•�.'-,`�..t.1.Pr,...t��{. s.t. t � ] .f (< .> , i,•1 ty' r�fttv S••f�'ic"'`G;,.rt,.t;H p�'e`•;:,' ktt.a .f.,'x R i�#4.,7f'T r S':/>?�r]Y,� r.•:Ct<t•.s's j'.r t n �t.,:5 f(}! ti ti. y: 1 .t t._'.t 'fir ., ................ f "s\ i` 1 iX t 7f�4�t ,yr f �t��. r�'-r>< 15c�}h •� .t .= i .'••.71 tt,.l f =! r'#„>.y..ai.i{�' #d i!'t ��jt 4 nF f�TM r } '-a t y,. j�;ffiaf,•N,e1. tS'!i {t$ �+a�':.¢';it ,.7.!"... 't,. r,.i. t t t3 .5. a e` ,�..s� '+ '..�.:y rf`f'xt. 4,,, rt t';u�.i�G'x#,�,}` { t 'c � ���R, ?,.',.i 1” f.:X w„C�s t sc,.i r� „,yy ✓� ., ,t x'"7t r zr l' t .S. = t .r. �.rLi .f tip',t s':rrq„o.r=�`,j;S�,yt f�tyKrj°E. •�°. t }tt' } $=Zx•r�'4Crt xyJr'd.Kz<,. :!f }.¢. •' iK ih'tf. .}?it/- ati ° tiS .r i .17 .^, �YK'j4 aM•t °Sti?r tt }} r f. 1 i rlr: ts� �,�e iS.a.Y irS, R:'?°ik f,, :t f },,i. f •jj�3{{R�• +F. �rk'N �`; t f,•�,ltati t 5efy- f ;L s i r r 4. ':�ti}..v;+n;� n a:'t "7, �, �� �.. ;y+`7 n�f{}r'�f`f,��'r'gr 5{y�$ rP���'a.�Z �! f r1 y.. .�t_�,4'> /3.•f rtE.i. c �Y'c. `.•.x + 7 � p�.r.�11,'vt.`1i.4��+� '/C�th.�,l�Q-�f°;r 'r”}+='i • It f.vtf,h t 7F:; .S:L 'w""— . s� �.' - _ .. r F}>lJ X.iT 'f 4+ 'i�!l' ��;, r. •/ } g' � 4 .t ; . :., .. ' y ti• P � �dy1�'� a+� � 1 t �ti� �y�,��:k•�'7� P -�ys� `�' s rg2 �„i'a, `14> ` The Client was furnished with a water level indicator and performed a �z few water level measurements in the piezometers in March before returninge `a`' the device to our firm at the end of the month. No additional observations have been made sinco that time. ?;' Based on information obtained during the investigation and water level X }m�t,•'t observations made by our firm and the Client, the approximate ground water level during the month of March 1995 was estimated and is shown on the lf'„.< GENERALIZED GEOLOGIC CROSS SECTIONS. A conservative, that is a high :? ;. estimate, of the ground water surface was chosen where data was limited. +. It should be recognized that the ground water regime will fluctuate ;'; •;. significantly with time and climatological conditions and that the grounds;+•. { X' :K water level in the vicinity of boring 2 may well be influenced by the k4& s fluctuating water levels of Wear Creek. Long term observations would have to made in the piezometers installed at the boring 2 and 3 locations to 1it4 yr {;. = ' evaluate variations in the ground waiver regime at this site and this service could be performed on request. It is noted that significant fluctuation of lr;•, ;'. , the ground water regime in the vicinity of the west abutment and boring 2 r may well influence excavation at the toe of the slope in this area. ALTERNATIVE METHODS OF SLOPE STABILIZATION _`''.- i Based on the findings of the exploration program a general review of alternative methods of slope stabilization was conducted. The more obvious : r., .,:.. :;fit},�r �',<w:,,•,, methods such as flattening the existing slope or removing material at the top of the slope were not considered feasible due to the Client s requirement that the topographic configuration remain essentially unchangedx z at the top of the slope to accommodate the guardrail, sidewalk and a greenbelt between the sidewalk and street. Likewise, procedures such as improving surface drainage by minor grading or installing horizontal drains R� ; into the slope to reduce pore pressures during wet periods were considered y , to be relatively low in effectiveness due to the observation that a failure .' scarp and associated tension cracks have already developed. Since these ?� Sd;} existing openings cannot be sealed completely, the near vertical ;;r� ; , ,.; discontinuities in the slope would be expected to provide eventual pathways tfirz �i� ` y' f for the entrance of water. Subsequent lubrication o£ the existing surfaces of weakness would be expected to encourage continuing slope movements even ,z..,°''��•�`3.J. with internal drainage improvements. Other in-situ approaches such as , =`s,'l ''s: chemical grouting, lime and fly ash injection and soil nailing were not r considered to be appropriate nor positive solutions for this particular ':'$ site. Discussions with the Client resulted in a general agreement that the procedures described above were either inappropriate or would not -'' satisfactorily address the issue of long term slope stabilization at th3 project site. `” u Other methods of slope stabilization considered included a group of -' measures which generally involved installation of an earth retention l structure through the a roximate to of the sloe with little or no S PP P P excavation required except that which would be performed to flatten the ,y i..• z slope on the lower side of the completed retention structure. At the time of investigation, the leading alternative of this type under consideration ' .; " d• 17i t ! t •` � 4drn .fir,{"'3 `4, urn ifs 6 a t y+y K F 7 �rri„r:X,,{tt „z 4 a, t .,�r J:� i ,':f+F1{�.°�{ps,�j�,kY} t.S.t��! �,�� ity5'.ika )y i+ t f r r ir4r, $ t .3l.�� `r' •Y+ +' ! S,� { r,..��` '�,'�G+„:�,+.t�;..�it +.�+y(1�'.f{i�„tf',�,4.�ut�t,�}+d J ��+ C S ��* ,�J�r rt;;;5:`:1<Yi�.. •;9tt J' .t,�p�vl �i' ! .i. 7. t. .a� } S.:l e ('L .1*4�f•3 S�2' +�°T� � ,1('.� y,. i(�r is jIr7: r 1 •';� .;t ,� + r �'t.�l) . '! i. r`�i.t '” t 1 if t + lt); 'i .r 1) I+. 4.�rs�; �s ,r• �: '^�ryrywv.,tt `:r.?' t�n•��"A,''jj{,C3i. 4 1."`r��� 1.i v�� f;i.., .,.t�.,.a _,t. .{ � a if c ) a 4'�.:{nv iT Etr.�'• p�j�rf'j 1�t i4:2„t'br'n^+�{3<,t `+4y tJ� �' Yrhr,�(.�.t{St� ��_.{... kr4 c 1 i. �,+� f •t�A it. � 1\ I i \i' :':Si7 2 ( '`ttt6 ,Y ,'�i S�� , � ',Ey' ,• t '..;,: t,i :;j J `r�` �tN{r}n.i wx}��`td ���f�.� K�' •�� �r "� t. 4 + - ✓. .Fib ,T''1 '.Fl. ��`�� •✓'�' J � � � r by the client had been a driven cantilever sheet pile wall. The cantilever wall would generally be designed to have enough embedment that the active s ' earth pressures exerted on the upslope side of the wall would be adequately � '✓SSj y s resisted by the passive resistance available along the lower portion of the x; sheet pile wall. Other similar options discussed included driving a row of heavy teel 8 piles or soldier iles through the to of the slope and1,'' Y p p g P p r +.. . placing permanent lagging between the piles to retain the soils lying behind t==' the upper portion of the structure as the downslope side was flattened. Another stabilization procedure suggested involved installing large zr diameter, heavily reinforced drilled shafts at selected intervals through the top of the slope and placing lagging or other structural elements r between the shafts to retain the upslope soils as the slope on the downslope }}; . J side of the wall was flattened. Each of the above methods would rely on the h development of sufficient passive resistance in the embedded zone to support �RtyAst ; the lateral earth and live loads acting on the retention structure. Based on subsurface conditions which revealed relatively low strength soils overlying shallow bedrock is the failure zone it was apparent that the rs`cj , above described cantilever retention structures may not be feasible unless the structures were embedded well into bedrock. Required penetration into the dolomite eliminated the driven cantilever sheet pile wall from consideration and would have greatly increased the costs of the steel soldier pile or drilled shaft walls with lagging due to g f the high cost o +h ' {' drilling large diameter rock sockets to sufficient depth into bedrock tors+L t develop the required passive resistance. We were also concerned that some of the cantilever structures being considered may allow excessive horizontal deformations at the top of the walls and may therefore require tiebacks to control deformations thereby increasing costs. Although these methods of stabilization appeared to be expensive they were feasible and we recommended '=1� y ' s.. that the Client consider developing preliminary designs for these methods based on the final results of our field and laboratory investigations so .u• that cost estimates could eventually be prepared for comparative purposes. ayta;: As a result of the findings of the exploration program and the above ,. ? ,. I' Lt' i'r .•,, review we recommended that the Client consider, as a leading alternative, stabilizing the slope by removing a portion of the unstable soil from the VZp� '"; face and base of the slope and replacing this low strength material with a drained rockfill buttress. The compacted rockfill would provide a drainage ''''f system to reduce p ore pressures in the slope during wet periods and would also provide a buttress composed of high strength material to resistw '`';' remaining driving forces which have been contributing to slope instability. , ",�'=; ` ? Locally, the high strength rockfill could also be designed to reduce the ,`...f j : hydrostatic and earth pressures currently being exerted on the concrete z : foundation wall supporting the building set into the toe of the slope. : " k. To be effective, the rockfill buttress would have to extend well r beneath the existing failure zone and would need to have a substantial width =h� to provide enough resistance to remaining driving forces to significantly increase the factor of safety of the slope. It was also evident that the r deeper the rockfill buttress, the greater would be the reduction in v hydrostatic and earth pressures acting on the concrete foundation wall at , the toe of the slope. On this basis, it was our recommendation that slope , N'Ai(Y'f(F��1 r f`�i•`�r`� *} AY.,i }1 :' t ,. t . ' S' ..:} f �.. y"R4y}. nt t 'Li ;f .l� ! t�rs,�.ttkr:r• fit' t$�[jfYT,�gFr ,'V.v;/�i!�1j J{F;i"rlhL 7 i $.: i 1S t, uii 5� x .rt 1 t,.,y �J Ya'1"F:• L-f::r P?r�g> ¢�,c1i+aS, tic C .. :. t .. P1 r ! ? a �+ LS• '��', Y • t.,• 'k °� r. �f+�.5y f3�,�. tLa. A 1v f :'{ f r s .r _ r x r �rr�� n� ur 1 ,�m•3''- t Y+ .I' Yr s ''I �r .eT.,. w t � t F } .`J f r) r,.. 'v1.,f• .1 t i r i i 5 '}' tr` t, t a � '4'�^ p L.,, ,,�' � ,� iF:. of '.1 r .•i. .r :� r ,�,' ,!.rt t' ..f t..,. i f}�'+1, •..,�?rs{4��,y�,A��".t `a r ,�t t � Xlz '�' �y yN tat ..Sr 4�i.K 'j f. 3 7 1 r•�t aYt r � r"i S!�1 .s 3tF, jfi i. 1�,�:,,.,�}{ 1 7 ip.. a ,}.�F t .sir 7tt (�'.$ ( '"J T• S i';. ly g,a< •. ,' »r ,v., id° t Ij cy, �,.lr t t f I .f,'. ��. .,'.f r c .:i1 ,>�j.�• 3}"xS tP SJ,y ''{: t ;i� °tt' .. „< � : s'.af{ i ,rt �t4r�GIs` fYl�f f RRa S' k t •��r^u MEMO td.• !` i .. ,r•'t^v iy,hti{ 5:� t*, t)ds:",fr{4r th, Y t t.mx} y t r .r i,.�• z JAS' a'Crit s r so r 7,. "sit.'•#!hf.+J.+.....,....,:..v'..,....v'tS. .. ._. ,.,....,...+n«r}n+l;..'nciStCY`.#?,M,°"t:h' :j5,..6 ,.. .3 ,y :. {4 k„ f•}: ,... .ta �i3,_ ,,. �3t�'�iy L�f: stability analyses be performed within the vicinity of the slope failure to rK t evaluate the " location of probable failure surfaces and the effectiveness of vArious trial excavation depths, cut slopes and rockfill buttress configurations . Although this engineering service was clearly beyond the scope of our contract, we offered to perform the analysis and preliminary �� :i.;; design because the complex soil stratification, selection of strength ; ,' parameters, selection of appropriate conditions to analyze and the location of the existing structure required the expertise and judgement of an experienced geotechnical engineer. We were concerned that if this service was not carefully performed a significant feature could easily be overlooked resulting in serious consequences during or after construction. ;a, : At the time the results of the slope stability analyses were presented to the Client, the question arose as to whether a deep retaining structure •�vc. .- would be more economical than the drained rockfill buttress. Such a ,jxt structure could consist of a concrete gravity or cantilever retaining wall, a metal bin wall, a concrete or timber crib wall or a reinforced earth wall utilizing metal strip, geotextile or geogrid reinforcement. We were of the opinion that each of these retaining structures would also require ;?" . . . considerable excavation and expense to construct and that each would require use of a free draining backfill and the existence of foundation soils with , sufficient shear strength to adequately resist bearing capacity and sliding t,•. i failures under the concentrated foundation loading that would be applied. supporting soils would also have to exhibit consolidation characteristics pp g r which would not lead to intolerable settlement and tilting beneath the toe ,t r of the wall. A brief review of the soil conditions encountered in the failure zone in the vicinity of borings 1 and 4 indicated the unstable soils `tb' ,;:i•<`{ formin g this slope did not have the en p engineering characteristics required to support a deep and very heavy retaining structure with concentrated foundation loading. Brief review also indicated that the cost of these type structures would likely g be higher than the drained rockfill buttress and ''`' ``'' after discussions with the Client, utilization of a deep retaining structure was eliminated from further consideration. , r•.;r,7r.. STABILITY OF EXISTING SLOPE IN FAILURE AREA {i< The stability of the existing slope in the vicinity of the failure area ;N` c3saf, jt was evaluated by performing a series of slope stability analyses on GENERALIZED GEOLOGIC CROSS SECTION BB shown in Figure 4. This cross section depicts subsurface conditions in the vicinity of test borings 1 and 4 on a �;; ,':• topographic cross section taken through the Client's survey station 13+00 ,••;� �� �;1� which lies immediately east of the slope failure and the actual boring ??: ;r locations. For the purposes of the stability analyses, the soil strataft. r ;. encountered in the test borings were divided into five general types of material based on engineering characteristics. Estimated boundaries between the soil strata were interpolated between the borings and extrapolated to j :1> the south of boric 1 based on available information and geologic 9 general r ;` "i relationships. The long term ground water level was conservatively assumed to be slightly higher than was observed in Mach of 1995 and for the k' purposes of the analysis was selected to coincide with the top of the lean clay layer designated as material type 4. The maximum anticipated ground water level was conservatively assumed to be approximately equal to the i a:St 19 " ,,.. y,R', ,4, {. x• a u, t Yelp•^-•^'^ ^'�„'."'.gin67Td�'^'v.`•. '�"`"^+�v73'a' v r e ,s r � ` Rrr pp' ;Y r�,.r{'�}��+f1��4fd4�•��4.� :��ijstt t r.� : � l •. LLi!�S%�'t�tit�C$."Tt�,iq,�'�,`is`�. .y"��y .'°a• "� '*spy` ,. k. ''rr"C. +'t Shc� 4 t"' y1 S�'`'. iV6 Aj ti.f 1 '. •fi w •�r .,9^.'�'��'l�q,1i;;tt1,� �if 1 r i. tr t:L�t F.N L.` � L t /1 � 4. t is .�} r"fit .s L �r. '�'wav(�.`'t''lly ++,, 2�t r S to 7t (c1 �;� .,'r t•, ya,• t' v )11 fi.r 1 �7.��-,5..,: {.,; of z".• +•.�°y�'*�'�r,F' t����;k,.. x t pr .,� �. . F �r t`��. ' ry Ktir{.9• .r h � ,t, t4 } 'V,`�'?SSJ!, 't rc r�}✓;et s' r': �'j ° 4' t� �li� a' t ,. t f .7j.,;art tJ l!<'�`�`ly,`fi'w"�Eq�.s;�'.t{,r" r` e +st i' 4 � r r,t a '� e a.vrt ;.,� 'r�../° s' ) r s�.r s.�4.1`a "�1 t r��#,r�j:�rt� i,} h.!'+.��y� :'� fi �•` t.: t ,., 7 t 7 � �� �tY��f;., j ��h=�}5�J'u�.\Hari t cy1��•Ky'%tyisYS'}�", ,.� f � ... _�. •. J � 4a•G7J�,�;7'ry..�x,{'Uh',?S.it,�*,�y `y i +k s } ,•tc � 't y. M ff mmv, J7�d�R'�4?f.1i t�"�3 �fi'��'k•��'���3�:'+f}` h�G��,��,'r°!"'f���vsuk�!l�z'�''xY,x.`�Lk�d3x:s � ax1,«: r"Etd�iti� "��u,i��3�+r�Y�h r .133 s'�':',f i,✓t Y, .. h�. x�x "�..! ,.i,a_:s..�`t,... t ¢ :b. .s..�. ..3 �•'.J� P.416',.'#4�Rtd,Mi,1 " tx 1 �� s existing ground surface as may occur in these semi-pervious and stratified1 ( eriods of wet weather. type soil deposits during prolonged p Shear strength parameters selected for each coil typo are also shown in Figure 4. Strength parameters were chosen for the three drainage. conditions which are generally of interest in slope stability analyses and included thejx:" unconsolidated undrained, consolidated undrained and consolidated drained ' ,'.; cases. For the unconsolidated undrained case, strength parameters were selected for both the unsaturated condition existing at the time of investigation which may represent an unrealistically high strength level and '� for the saturated condition which may occur at any time as a result of `+t,,+;; wetting. x`} ors r In general, the shear strength parameters were selected on the basis of ,; ;..}�, laboratory triaxial and direct shear tests performed on representative samples of these soils taken from borings 1 and lA with some engineering judgement being applied. In several instances strength parameters were tempered by or based upon tests performed on similar soils from boring 2 and i in the case of the silty sand designated as material type 3 the strength parameters were based on the results of N values obtained from standard Jr ; penetration tests. Finally the strength parameters for material 5 which had a >) ,. a significant gravel content causing difficulties in sample trimming were r estimated based on strength correlations with index properties and past experience with similar soils. Parameters selected for the bedrock 8;s�u�t,yf °r r designated as material 6 were based on previous experience but we're of little importance since the failure surfaces investigated in these analyses were not allowed to pass through the bedrock underlying the site. 'y�;' in the area of the slope Slope stability analyses were performed js . str failure utilizing two widely accepted limit equilibrium procedures tota ;rx, investigate the factor of safety of potential failure surfaces lying beneath t �yzr. the slope. Initial stability analyses were performed using the simplified ;:il+Wi-; ?' - Bishop Method which is a widely accepted procedure for the analysis of circular type failure surfaces based on the method of slices. Additional analyses were also performed for circular failure surfaces using Spencer's 4I a.•, Method which is also based on the method of slices and is somewhat more refined in satisfying force and moment equilibrium requirements. Analyses were also conducted using Spencer's Method where subsurface conditions f;,. .:,.... 1., indicated noncircular surfaces or potential planes of weakness might control the stability of the slope. Each of these methods was used to compute the factor of safety which is basically the ratio relating the forces available to resist sliding to the forces having a tendency to cause sliding along aK +ru`, - J given failure surface. The analyses were facilitated by use of a computer program known as SB- SLOPE 3.0 and developed for PC use by Von Guaten Engineering software, Inc. of Fort Collins, Colorado who specialize in developing computer software for the geotechnical engineering profession. Basic input data included the topographic surface of the slope at station 13+00 as determined by the Client's survey and the generalized geologic cross section, shear strength parameters and estimated long term and maximum potential ground water levels ; based on the findings of this investigation. A search routine was utilized 20 x Y2•`" i � tF.�rv'•�t��2't . vP3 ,r 1. rift ?�,s1�, i .} ` r F .r t�.t.+ t s4a= f h r .. r' { • f •�, 1 Yet S{+t}�l�l �f�r,�.� T FS tt x�l ! 3 ,t ,t � f � ,'t t �l .1 t` F1J . {, .z{r{Fx,, }GFYi }rd x!� '� � `k�','; v Y } t r J >' Sr 1+ � '`y r ,{ � ? i .r } I*t�\t' +,' r.' :y r .:rhS •i c.. � YJf" i ;;'t t 7 `•5 J < '.. { ' ' r 3 , J > 7' 1, t :. y .fiy,h tlgyi t f;1.,1•. ',1'• Jy�v,4P � o),.,.,,� (�i �a +CFA +� Fp '•'t �T S,t7'r�,�� �', iLiit4 !',4 ..t; ��� .Z,n xz rt,. �.� t r •..{ s p z r,: ! � b. : '�a �.el�S-i�t'pk'7S'��Sr' Ux' {; •F�,yttt} t+r+�?,.�' s'(l(y ;c }x t 3 ' r, rit 1 .i{.n,�f z.s.t{,. ''�+ i'°%s Jx`_°I�xYi ,A' .S �c� eNw�.. rT!'•a:!xd'� +yi'kw'F � ;'. +ry'.n•1;'F1yx{.Y{s ilk Y r y..'4�,: 1 1 � r� ,ti i } tE 1;i1, '.�i .1'�. .a i}4Lp. K' i��f�`��A{'�p{,{,xr,^sIt'�`�k.;^y�tixxF w� S` ' c: r 't •C i .r 3tr t x{5/'t�,��4f� 4xl`�,zz1 �.+"�, �.tti '.f�` .�;�'',`^'r+t i+ f t , ±1S ` ..tar J, t, ,..1;,' f.r 11`• .,xr{� .��j3����i;ht�;.,y� :� ..A,,�!•u�4�?, ' 7'� � -v'r + V t, f,x r 1.�.• } 7 > t F �y + 7 ? s t ,{ xk n � 4«• .. .. , ,xr s✓i',.t �14 ,i: is�t��t dL `•iY `J G F+"'2,;'�.�5,1,c,11IF i ' rt wl V f r Lr'` � WMAIN tr ft}F'¢�§�y � yrr? tPy t <Xy+ 7r e ,' Z r § .(3 t Y a• "� t ', na'`'.i7a.. 4i ' :.,'x;'47 'A'.� J.s �:Y:t_yntl#ea!#d.�a.ut}N,:tw,:,rr i+J3GWr' r+� '+. Y$ • 1 I :rtY�l!%?��k t,� {,r1 a' "�5 ,a..xf ..: .h z'rk f•% rF a !. Methods to with both the simplified Bishop and spencer investigate thO' lure surfaces so factor of safety on a large number of potential circular fa that the critical failure surface or circla having the lowest factor of , a`r roximate critical noncircular failure safety could be identified. The app surfaces caste identified by in investigating a large number of trial failure surfaces since the program has no search routine for this .'. purpose. The slope stability analyses were also guided by three observations 1 made in the field. First, the entrance of the failure surface or scarp was ;b observed at the approximate top of the slope in the vicinity of the .,. guardrail. slight tension cracks were also observed in the pavement behind �,;, this area. second, the failure surface appeared to exit near the too of the y7 � slope just above the juncture of the slope and the concrete foundation wall y2t !{ supporting the Missouri State Highway Building. These observationsr,,'v?l;,': indicated the slope failure was a relatively shallow seated one and this finding was supported by the third observation which indicated the concrete �; .:.• foundation wall, the supported building &ad the associated retaining wall to the east were in good condition and were not being adversely impacted by the sgtu_ F the ,,... .. ' slope. Based on these observations and findings, it was assumed that foundation wall and associated retaining wall were stable and were not involved in the shallow seated failure occurring upslope and that the ir ,Fr ; critical failure surfaces would most likely exit at or above the toe of the ;fi •: ? slope and its juncture with these walls. Deep seated failure surfaces p passing through or beneath the aforementioned walls did not appear to beJL, a .'f' ;.. ;y :t,r ;., causing the stability problem at this site. -. Based on the above, stability analyses were performed on the existing r' , r slope for two limiting cases described herein as the long term and shortay€ ;.. 9 term conditions. Under the long term condition the estimated "normal" steady state ground water level was utilized and the slope was assumed to be ^* loading potential failure surfaces so slowly that full drainage was ,;. occurring. This would permit use of effective shear strength parameters based on consolidated drained (CD) direct shear tests or consolidated Under the undrained triaxial tests with pore pressure measurements (CU) - short term condition the slope was assumed to be quickly saturated due to very wet weather and as a result the slope was expected to be loading kY potential failure surfaces so rapidly that drainage could not occur. This au•' +-�� condition required use of total strength parameters based on the results of consolidated undrained (CU) triaxial tests. Figure 5 resents of the results of slope stability analyses performed g p .. x "± by investigating circular failure surfaces exiting at or above the too of r.. For these conditions a ' the existing slope under long term conditions. steady state ground water surface and drained loading were assumed. : n, •j7},� r;r Effective strength parameters were therefore utilized and a tension crack IV pe of all surfaces investigated. Based was placed near the head of the slo ? , . on soil conditions and slope geometry, the crack was assumed to extend to a depth below the top of the slope equal to approximately 1/2 the slope height Mt or 7 feet in this case. A wide search zone within the indicated limits was �. thoroughly investigated and circles extending to the approximate top of the bedrock surface were included. The results of the stability analyses % Gc..�ti1N�t 4t4k ' 21 t * r,„ s 'r �'ty}tpPraj4i�,F, § r rJ y, � a;i .! �� 1{�k.7�t �i"''6 J �f�.0 '`f t..! -t t�'}Sj f t!.�•, ..' : t :t 4,, 4L r{�1, t�,,t 5 S' a" ,,tt`2 ,• �c 'ty 3 ti F 1 w f k t i,,� w�''stir+ a.a i ,r: l r�it t..`•� , „r i`r 7t a � �..,, t 7.t:Jn i t f{�S 6S s �.,.�< {1; ;tr ;k.,i�r a,r,r,5,k.r t`,Y f•`,Y tf;, „�.t lr }i .� a, r '.l .! 7r .!� 4�' 4'r ir,u�. 'll�,�:d.dxJ'�?:. r. ip 4 �1 �auTil'1'�"f�% t Y..'?�f't V• (1' 1 47 S 'f �' �{ iAe { ,� '1 1 5 L {• S 1�� FJ r .1 \�. t t®r S.,F K; t"7' 'ttl ,, '.4t:' i�[ •1�;,,t ,}.' to r 1 j (,t 41�� ja �.t 1. fi/k r,��?=. `t'�i"6 >:yea. `]{.{ r ,a {¢ ':4,'ti•1 •�'•' ��t:,f!'� i�°d f��yly�tttt�'1 .E a. d.a.� :raY Via•^F 't 1 rt � t , .Sr�3 tt ; .��-di{( •�,t��y'�`'Ybi�''' �� '( .1 33 tt�� ,ttk a($�1-' L' r •:.t.. .r F [ :., r � ,yj r F ,:s y ., �i z;'��r R�` 'r1•�\I y�3'7��t r:F x5�4 € �f � g, �v�i`ww•`reirSi:��'a�.3``l'"fit�jt4 ,yysi i i �f.t. {.r;J�g r ,Ft °( '.�. '' � .i` c i r S {:, '} 5 ;a,F'{�`''ni�'1.J sq[,� 1t tY' �i�. .: r t yr t. u""r. x tm� t;i�dt r:t' r ��t � :`y � .bi 't�� .a .isa� •�i�E.��'F M�'�'°kr��.:(S° 3�'47SC�1t� ,�'. �t� ,'�i TJ _ �' ( .. 1(•' '' .t_: .`i;�rr [1�: ict x �t .i{'" j La, r"`'�'t + L 4r 3,71 r, 4 •nJ f� r _ .. a a'fF 5N• a3 I Y+xc°s'.,n S :11 1, .t 4'�41f.tt �. :J :4 - ,;....'q'• \" - 0.4 Fr J +.tad }. t,' " 4 1 ' .. •,� . .. ;... '•' �,?�w.#1.,1x 3�S L�` �f�,�±��'r4°�'�`���y,•�t,'`G�' n.r a�'���"'"%�`�2�f,t`�t�i�?'�'Y�`�A�'" •� 'y��.+r,r � :. `".•, ., ,r�A 93 yy J .t�� •�,,k.%'F�� aeiw,.�:u:...�::..._i.......WvL:� ,:..,+....,...y+un..rvmithi"�4L"�s'$� .LTMt�'�.�" `,�>!-t4" 't!r, t �:: ,r, ,. :7,...11, ...t_ _. z?,t s� v. C.t?.. �t� F�.'{�.`..`�+ 2 Sna�:k94?at..v,s5+a•hiax'Nrkrf..: N indicated that relatively shallow failure surfaces had the lowest factors of safety. Bishop analyses with an air filled tension crack indicated the critical surface had a factor of safety of 2.0. Spencer analyses without a tension crack indicated very similar results. Finally, analyses usingda S encer's Method with a water filled tension crack to model a condition that 2s}: might occur during or after modest rainfall resulted in a critical surface `J it having a factor of safety of 1.57 . In all of the above cases the slope appeared to have an adequate long term factor of safety. The difference in safety factor for the two conditions described above clearly indicated the { adverse impact that normal rainfall could have on the long term stability of the existing slope. s, Under identical ground water and drainage conditions the existing slope was also analyzed by investigating a series of noncircular failure surfaces !' using Spencer's Method as shown in Figure 6. The approximate critical shallow failure surface having a 7 foot deep water filled tension crack and exiting at the toe of the slope is shown in the figure. This planar type failure surface had a computed factor of safety of 1.75 which was somewhat °' .''• + P Y { higher than the critical circular Spencer failure surface found in Figure 5. A thorough search of deep seated noncircular failure surfaces was also performed as shown in Figure 6. However, since analyses by the method of � ` t slices were not designed to account for the presence of structural walls, 4ir,J rj r , the stability offered by the concrete foundation wall was ignored. As a result, the factors of safety computed for the deep seated surfaces assumed the wall was not present. Although this is of course untrue, the analyses agar>� ;r were very useful in that the results identified that portion of the slope F - which depends heavily on the concrete foundation wall for lateral stability. 4 � The search of deep seated noncircular failure surfaces resulted in the finding that surfaces exiting through soil number 5, the residual gravelly nft�sf fat clay, had the lowest factors of safety. Based on the results of these analyses, a failure surface was identified in Figure 6 to the right of which rW ,} '�' r all deep seated Spencer failure surfaces exiting through soil 5 had a factor of safety f less than 1.0. That portion of the slope described b this Y P P Y �. � ��;_, • surface therefore depends on the restraint offered by the concrete ;?;:°'syt7:; foundation wall and building for stability. This finding in itself should r•'. 4 :�=?`r.`.' not be alarming since any vertical cut in fine grained soil will have a low ' long term factor of safety and will eventually fail without the support of � ;., some type of retaining structure. However, the importance of these findings �-,'•, t ,=•. ,'. : was in the guidance the results offered in determining the depth and width ya ., to which unstable soils should be removed and replaced with the drained rockfill buttress. Figure 7 presents the results of additional slope stability analyses performed by investigating circular failure surfaces exiting at or above the toe of the existing slope under short term loading conditions due to rapid � � ,•.: j` saturation of the slope in very wet weather. For these conditions undrained +., loading was assumed and consolidated undrained strength parameters were therefore utilized. A tension crack was placed near the head of the slope for all surfaces investigated and the crack was assumed to extend to a depth b®low the top of the slope equal to approximately 1/2 the slope height or 7 r°✓ '� feet in this case. A wide search zone within the indicated limits was '4 { 22 n K`', VIA ta"rga .- — ---- .+"v � a.« UaS �} w�?,nrlrld °� p1t ,r3 fY tai}r. rt e ' i� 4 1• .t . a.t1 \j.'I 4 1 } sy 4 t a•- i r ti a, .+ .4r\� k va ,�., I .... �t ' 'u :rte,t•"�`DD�b ;f;'�!'IFt f �f.,i, a sr .ei i t tli} 'r. ..y�i f!, + .3�x 3'yjdf�"r�;}2' •f' �.., '! '!�,{'��hii�i'.ih rly,'���7'u'f .f:at, � 7 1 ' t t�• � b it h 4% t, � ,•.,'�i } .!.',•H�3-k t,:c S:.'iJ,#y °S �1.r3,1�.ru ta. t, t l '}.. f t.t� .I d 1..} t z.) t.!`i.rr tlF i'i',t.•`�. 1. 4d.a':r•aG`',�±;4�:S:.,ay`Jit� .`-'1 `�'vt sil.�?`n;ir41t r. i' i i• 3 �i t. t r t t; 1 r ',It.:,t.' ,tt'�ti I ,.y� �Y e F}5'xt(d t�^ t•t ! ,}. F'. .�f� 1 a b }+v *.1n�t,c ';`'Y;. ����''�`t'rX 34r.'s°. �' a j r:1..} .t. } t a •� t't t '% J(5xot�ytt2u , ,x t �. 4 r�d`a3e;�, t •e'`. ,tie.; �i G-$t;;.•.�;I;L.1<.� { .; a�`;:,k 13 .: o'f Lx!ri S yr'}.}�..c�l x; :.sr{}Irl ?r t� A' t �+ �? �Yli:.,� Y}}y Yft''°`} �r,ri f>a � � . la:.� y Prt. t. t f; .�t r _4 '� 'i !t�{ t s x�r>.,!$�'t17s•! t,�+ �.;�4 �xid,t' .tR .. ,f''.�, yL 3 b''�� � 1 :'` .�`• s ll,d �� T Yr 4 s • i + t t B i;�•ret'S0 � � 1 ���S'�.°,';.?�.;.! a.r+. t���#fit.. :} �r� �d�!�1va 1 i .,{. t �'� �� ! j ` � t 'p �Ii�n�,u'. Jcaa j k, 't 'a r r i ,,.,,.• t� /'4,i r����,rq_,k�l 1. .qi;f .a{� ;, t 1. ; .v , , .., t r b `;t'� � r r,;.,..,. �+,:..�,�'°� �4 tki rii 1`, , 7R F +�• rt .` i5 r� � d��?l'ft r� �r a+ � x�`7J ��i � gt :r:,'tr}�,of. '•..lf '� ,5,. � r.• i;.I .„t .Y 1 i•'`' r+C� t r fY i+ rX.r'� R,i .Lwrw P.�--........q..u�—.—"r•'r'^t•^.. �...^""''et+w"'��.�—'�'°'!^vi."�e� „.—'.+..�.'n'."^`+f -----'—w—'+•----•�'^ y, '� . r .R¢,� p:tjt��' � :�Srif r�"'b•`k.'w Ji ..:n.+(,:j t t r. i _• Vim. ��t'4 �j, F p}. ,,, i .y GtitRww.•„a.. .;_4a..._,t � �s/f.�E:.' {,sIF,t�,:r!, I�s-.?�i.x,..t, :'4'0')3.1�rr:;..,;tx•,':•`'S"..�".- s.1�.�2�i.>�;t}�?i`�;.•y�''r ��`t'+P'rk's+rc+to»t1w...,w.w.ss..:,.�.;:.:Arr' thoroughly investigated and circles extending to the approximate top of bedrock were included. The results of the stability analyses indicate that moderately deep failure surfaces had the lowest factors of safety. Bishop analyses with a water filled tension crack indicated the critical surface � ar had a factor of safety of 0.92. Similar analyses using spencer's Methods with a water filled tension crack resulted in a critical surface having a `x•. .' factor of safety of 0.84. Analyses by both methods therefore predicted failure under undrained loading due to rapid saturation of the slope as apparently has occurred in the failure area. The location of the critical V failure surfaces also appeared to match field observations fairly well. 'x5; Based on these findings we are of the opinion that the generalized model of r . f geologic conditions and the selected shear strength parameters in the zt• failure zone are reasonable and can be relied on to form the basis far the analyses required to evaluate the effectiveness of the proposed stabilization plan. Under identical ground water and drainage conditions the existing slope -. was also analyzed by investigating a series of noncircular failure surfaces using Spencer's Method as shown in Figure S. The approximate critical g S wr.fj;§ r P shallow failure surface having a 7 foot deep water filled tension crack and exiting at the toe of the slope is shown in the figure. This planar type failure surface had a computed factor of safety of 1.06 which was somewhat(;` higher than the critical circular Spencer failure surface found in Figure 7 but also indicated the slope was near failure. 1 A thorough search of deep seated noncircular failure surfaces was also hown in Figure 8. Again, since performed under the same conditions as s =wEt.A;t •, analyses by the method of slices were not designed to account for the presence of structural walls, the stability offered by the concrete foundation wall was ignored. As a result, the factors of safety computed for the deep seated surfaces assumed the wall was not present. Although this remains untrue, the analyses were very useful in that the results identified that portion of the slope which depends heavily on the concrete foundation wall for stability. The search of deep seated noncircular failure surfaces again resulted in the finding that surfaces exiting through }+1>� ,F , soil number 5, this residual gravelly fat clay, had the lowest factors of ;• ..,r. safety. Based on the results of these analyses, a failure surface was identified in Figure 8 to the right of which all deep seated Spencer failure ; ,k ;<<: .� surfaces exiting through soil 5 had a factor of safety of less than 1.0. � :;����;�gr;;.•; The rather large portion of the slope described by this surface therefore s'> L1 -. A.t'.. depends on the restraint offered by the concrete foundation wall and building for stability. Again these findings offered guidance in !; :� determining the depth and width to which unstable soils should be removed rr. L i and replaced with a drained rockfill buttress. .;:• STABILITY OF PROPOSED CUT SLOPE IN FAILURE AREA `ti ierl 1.:h ` Based on the results of the above slope stability analyses it was ax P Y Y determined that unstable soils located on the face and at the base of the ., ..:•. s'• slope should be removed to the bedrock surface in the failure area and '�[.. .. ,%�,;T; r should be replaced with a drained rockfill buttress. This would result is ? ".•„y: the removal of the upper strata forming the slope and lying within the seat : . is 23 E � 3 A,f,{l:•li,} t rYk/yi`�(gy i�(l,fj�q+. {{.� 'y .. "C x �'j�'?r�•�sF!'S”' I4.� r.{� � � ���'• ;` °%3 .i'� c �) trr,� f.r, tj? �,. f/ +i�`'•�� r ss � si;: t;: d . i r °:r +t5.���i i�M i�`+�? � r . I I � M �� ,Iir+l.:ry}j! + �. nt,. .. • ,. 3 � t r+t..�� t.4 r4.}r i 1 f - ,y �sr Ja �,if z , of the critical shallow and moderately deep failure surfaces shown in Figures 5 through 8 and in the removal of the underlying residual gravelly <: fret clay which has a low shear strength and gives rise to potential deep seated failure surfaces with low factors of safety and a high dependence on the concrete, foundation wall for lateral support. This recommendation I: assumed that the foundation wall is founded on bedrock and that removal of the overlying residual soils will not undermine the existing building foundation. Although it is recognized that the drained rockfill buttress `` which will replace the excavated soil will still depend locally on the t Foundation wall for lateral support it is anticipated that tbe degree of dependence will be greatly reduced and that the present lateral earth and hydrostatic pressures acting on the wall will be significantly diminished by `t? t'"„ i; use of this pervious high strength material. Preliminary investigation also indicated that an excavation width of approximately 12 to 15 feet at the base of the cut would provide a suitable space for construction of the rockfill buttress and it was decided that the initial stability analyses would be performed using the more economical 12 foot width to determine if this size rockfill buttress would be satisfactory. It was considered doubtful that a narrower excavation width >+` would allow sufficient working room to economically construct the drainage system and rockfill. The excavation slope to be utilized was discussed with the Client and was a serious consideration due to the limited space between the toe of the proposed cut slope and the curb line of the street. There was an understandable desire to keep the street at least partially open and to -� remove as little pavement as p possible during the construction process and g:.. therefore steep slopes ranging from an initial vertical , cut to a horizontal to 1 vertical slope were discussed. However, based on safety considerations and the engineering characteristics of these stratified and sandy soils, a preliminary trial cut slope of 1.5 horizontal to 1 vertical was eventually decided upon for the initial stability analyses. Based on the above preliminary design decisions, slope stability ,4k ;• . . analyses were performed to evaluate the suitability of the proposed cuts`t, ' ' :� slope which would result from removal of the unstable soils in the failure area. The results of these analyses are shown in Figure 9. The stability analyses investigated circular failure surfaces passing through various portions of the slope which will be subjected to rapid or undrained loading - �' s due to the 1.5 horizontal to 1 vertical excavation. The approximate current ,rfi. ky ;; ground water level was assumed to be in effect at the time of excavation except in the base of the cut where only minor seepage was anticipated. A 12 foot width was utilized at the base of the excavation. f_< � ,gyp, � • t{K. ( A.nalyses were performed utilizing circular Bishop type failure surfaces with an air filled tension crack located near the head of the slope as would °t be expected for an excavation left open for a short to moderate time period ' without significant rainfall. Stability analyses were conducted using both s b unconsolidated undrained (UU) and consolidated undrained (CU) shear strength tz' parameters. The CU shear strength was considered the most realistic and a appropriate strength for this case and review also indicated analyses using 4, 24 r •#:r; �� �t t ✓u�o tn°�al�ttx q `}r }j`�! � 1: r d.�'��P "'iy���i��fF�?r� �t�t�hh roY-`��}t."`a rf 'jr { + .1, r t 1 x ' jty r `,a• ~`4 , L tej7:v%4���Y��xY � :�I (�LZC l��• r.� _ { .r t� f i .i f;. L 4 .j. .� t� t+t r a.I�.G3,; �v § �� ���ri-'”'{�.i..ytrf��t , f4. S t. �, t t - a j-d.:t, 1 '4 � � { °jt�iP�,��Y�•' i' s 1 Y, t° �i ,} �: < ''� !ire ..t, �+r �'i,•v�ir '{`�:,.rvn�f/�. q 'T+ s c.r.� t.� s r �' f: Y` t If n t a '�"''A t„•yq .17g�r:,�yjjrw w• j'.rfr��fi:�?(It�$��'� .1 s,�.! f• ? �' 1. .Y t r ^.� x + t 1 �'; r'fl SF71�i�t,�.}'vC� .+ `I r ,.� "� .. ) •'u 1��l� y 5�'} lift` ,. a� � � ,}fit ytghl�•pt r� t it:;$$tM. .a.._. ,: ...,.,....,J._.I::x:.....c.m•+s•.d 'f:1°fi9�4;7.�`-ta.�` ',., Y's F tip �:t"i"t5 t!c4-? "?';t•':nya'`11C.?, 1t8�,W.6MW •t ';?iA?�.t'?. T,tT *c7. '71',t 73Mnw�aI.w'i• w L 11�g a.47'ti1'# rf' i tit 1 t.i'l 4 r�r � 1 the CU strength resulted in the lowest factors of safety. As a result oalt{t'< r'' { the findings of the critical consolidated undrained analyses are provided in Figure 9. '�u: A thorough search of the entire slope indicated the critical Bishop *r failure surface entered through the to of the slope,�] 5 P p , passed through soil }3s; number 5, the residual gravelly fat clay, and exited just above the toe of the excavation. This surface had a computed factor of safety of 1.05 which ;. indicates failure would be impending. Circular surfaces entering at the top of the slope, being interrupted by a tension crack downslope and exiting in soil numbers 2 and 3, consisting primarily of silts and sands, were also investigated. These analyses indicated the critical failure surface exited sq ":. at the base of the sand layer and had a factor of safety of 1.15 which is '. relatively law. Finally, very shallow slop© circles without a torsion crack ;�•;a.rr';�;!;�3y>;; � and passing through the silts and sands were investigated. The critical ` {} "-•., shallow surface for this case had a factor of safety of 0.9 indicating these soils would begin to fail immediately after excavation. An infinite slope ` analysis through the sand also indicated similar results. +, Based on the above analyses, it was clear that after excavation the sands would begin to experience shallow slides. These slides would be urfai 't}.i overlying expected to undermine the s ,.5tikti `t,. p y' g milts and initiate failure surfaces extending deeper into the slope. At the same time a deep seated failure *. passing through the residual gravelly fat clay would be imminent. Rainfall `."_< causing water to enter tension cracks and or raise the ground water level � ; ' z. y? a } �.,}, r,.,;��• would decrease factors of safety and accelerate the slope failures. As a r: result of these conditions, it was recommended that the Client consider closing the street during construction so that a flatter excavated slope F' *tJ.4 =•z � could be utilized. Agreement was reached on this issue since stability - analyses indicated that a 2 horizontal to 1 vertical cut would provide �:,xr� �,:�>;���..:' ,x` ; ` x significantly higher factors of safety. •��'C�� �'`�`•':' Figure 10 presents the results of the stability analyses performed for �a,�}+(�=��°4�•': the 2 horizontal to 1 vertical cut slope using the same conditions and procedures as were utilized for the steeper slope of Figure 9. A thorough �r _ search of the entire slope indicated the critical Bishop failure surface a entered through the to of the slope, passed through soil number 5 the "r„w' '�• '. g P p , P g , 7, residual gravelly fat clay, and exited just above the toe of the 2H to 1V excavation. This surface had a computed actor of safety of 1.25 which is a . . f'k' f tt' reasonable factor of safety for a temporary construction excavation. ' Circular surfaces entering at the top of the slope, being interrupted by a -` tension crack downslo p a and exiting in soil numbers 2 and 3, consisting • g primarily of silts and sands, were also investigated. These analyses indicated the critical failure surface exited at the base of the sand layer rW and had a factor of safety of 1.48 which is also very reasonable for a construction slope. Finally, investigation of very shallow slope circlesi without a tension crack and passing through the silts and sands indicated the critical shallow surface had a factor of safety of around 1.2 which was ` considered to be marginal but reasonable fora temporary slope and was a ? large improvement over the factor of safety of 0'.9 obtained for the 1.5H to 1V slope. '} t . 25 41 i ej 1 }rtF 5i` r}.•� 1F xi 4 f• _ r< 1 [t .,�r. `�'� � ` A�+,� "t,�+r,'t��� �,''"'�'`� ��ti''t c, tt t.Yn s '�r zr t{ � f� 1 { j Jt : t t 1 . ; ;,c.:•t., ;, • i �{�1j ir, kt 4 11ti�S'� .,�t'� rt :t1fL � i Yt = 'a �7' J .' etL f; t.tis e' yl�trir .'i: y _ .oy, ��;; .,}'>.k. A,d�Q'; av�ar;,•'%r,s.,,,. .,rnt,`r i ..},• t. .1: } •�.rt•. z ty t QiS i t>;� A. 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'cuniY�SC.Y:�+�>t� • Y# 4r r •9• (,n�l � ���� �, yr, �L`•.iQ�'�� Based on the above analyses the 2H t0 1V cut slope was considered to be relatively safe for a temporary construction excavation. Despite the , apparent stability of the slope under the conditions investigated, the client was advised that rainfall causing water to enter tension cracks and. t:; -, y `z or raise the ground water level would decrease factors of safety and laded . cause slides to occur during construction. The seriousness of the slides r , depend on the length of time the excavation was left open and the �� would p the construction period. In a worse magnitude of rainfall before and during t, case scenario, analyses under the maximum potential ground water level j .J indicated circles exiting through the base of the sand layer or soil number 3 would have a very low safety factor of around 0.5 and the cut slope would fA therefore be subject to surface slides which may induce deeper seated ,.. instability. However the probability of this occurring during a reasonably ` short summer construction period was considered to be relatively low and it was recognized that economic restraints do not allow every contingency to bekrir+ a :8 On this basis, it was recommended that the Client adopt the 2H to ? covered. 1V cut slope and that observations be made during construction to assure that activity below the slope is halted if slides begin to develop or if * : unusually wet weather or other adverse conditions give rise to safety w ' concerns. •� STABILITY OF PROPOSED ROCKFILL BUTTRESS IN FAILURE AREA Based on experience with rockfill embankments and dams it is s. $ a,x anticipated that a clean, well graded compacted rockfill composed of sound, ; . durable and angular crushed stone would have total and affective shears' +� strength parameters represented by a cohesion of zero and an angle of i internal friction is the approximate range of 35 to 40 degrees. For the . a purposes of the stability analyses a reasonably conservative friction angle j. .,: of 37 degrees was chosen. Preliminary analyses performed to evaluate the r. stability of a rockfill buttress having an outer slope ranging from as steepst;°r;; -i: as 1.5H:1V to as flat as 2H:1V indicated the steeper slope would be $ l , marginally stable while the flatter slope would most likely provide a .r ;r1r satisfactory factor of safety in the range of 1.4 to 1.5 under static tti ;stir ' This was discussed with the Client and it was recommended that the loading. 2H:1V finished slope be utilized to provide a comfortable factor of safety ty.'rx s (. ' ,;•,,�,; L�' since the rockfill slope would lie directly above an inhabited building with ,�'Y���,�k• ; a relatively low strength roofing system. Adoption of the 2H:IV finished ; ; • s slope created a situation in which a short retainin g wall would be required at the top of the slope to accommodate the required guardrail, sidewalk and p p �t. green belt. Since the compacted rockfill would be expected to experience ;' ::'; some post construction settlement it was recommended that a flexible ,3 ;'. retaining structure with a geogrid reinforced sand backfile be utilized. t: x A preliminary conceptual design far slope stabilization is the failure �- i5a s The 1 , area using the drained rockfill buttress is shows in Figure 11. ; x ". . �• preliminary design assumes the rockfill buttress will extend from the west p y g j (lr'.I�xKZxT21 f:{ : has end of the slope to the east toward the vicinity of the viaduct abutment and I)Mr J , will therefore provide stabilization for the approximate full length of the x: },`.,',.. ayproach slope and will provide a means to drain the slope and rockfill rn r, : :,• ,: , buttress from the west to the east. As shown in the figure, the compacted rockfill buttress would be protected by a geotextile envelope placed along �t�}�p �F ��1• PS - t� -t fl'yM ,M14 4 'tss t } f t er K t z ttk YID :1.=-1 u tt , V ....... 4 a. 3 n,.t;';r J','^,a'3.,•. rrbt4�+ �A,•,� yt :J~ t !r . �•T.}gn'!a�•i'. is; ��L�rL k-,r 1�',Qsi, 1,.•<.,{ f � 7•. '{ '� .1 t s .,;-.' r f. , k=� �r;-Il�t�=��(�":�"`Y? ,•i �'. P t• i'.r• ,':, `�fk`-,7,�� �l �+�,rs rF3 j`[4'.sK,�'• '1� f u t=�:�'t� 'd � � St '+,, .:.t .•s t f .7 � '7 5$ tt�'a t�' ;dt.� '•, �• =fir r�il:t'��'t�t�..3„i't �t3��„^��t�rs 3j t.t 4 s t t ,,' ?' -t � t '� t,fi� t 'r tr�,v�f �• +� v}�f. '�� 4 s.. �'�!�r:,`�'”>�:;lirzE''i•�aaga�.�j4_�,�r�j,t ;-; r f�� �; F. �.�; t r:� '+ .�rt,.t Aid. ,�� f'� �,y,; y,�� {'f�a��p/}a�x��;i/��p,`"1 .� • S YY Kt � 7 7 E i y F f F A L k J t 1.•. ryk�1�., f S � �'1Y f fy .` ,' F,. vt ) /,rf”i�r�,:ty,14 1?4•�j���Y'•�. (p. '� f tt a�.:���� t'•{2 �.�:V;,,�•;!.r 5 s t :r�, rt i r7rk 1 d r1n;.J1 6K`L>r�-"sh{„i J J ,Y t�t+`�iSr b4 Xt a ,� r`j 1 t. i •( .t � � r! tI�1,n r ��Y.,�l� t• � ' .{.�nTM�' t�`. F,��* � -1 �h�.t:1 � 1� + �i ./f 1 ?I f��e 1•{ t:.t�;`�.'fx. '"Tyr°'�14.', "+. .:Ta���p}} !�E Y� /)fi�^fy,k+T[N��_�•� �..�N,73.y'r.:ii•,'.{ i'� c i t+ � Fi�tf>Y, Sttf5, kry.rl l '.w!{K� 1,t.d �L>,tr :'1 A .. y �, f� 1 ,.}'� A i1 '14:�; }. "F.kyi'1. ttij Y`+.z' il,}• �( t,l. ;lt < .f t. f•.4'� 4' t .r1 ,, .t.. :, y� ; +t t i.t,. �, 2 tE4t:.t,tFt t f 7•?�"'�rl}'r!{}`�,t"5�����`tt��1�• . ifµ.:ai .,.t. .•k. �tgix 'Jr xv 4 t r f � ':LMmn u 2 .?. ,_Ft w++wnu wrH 3f.✓. ,o rh fr { 's.:{tr � Y, t •,.ry yA m is..� �,kT,tiN f n�; Y ' the base, side slopes, end slopes and top to prevent intruding natural soil f and sand backfill from being piped into and clogging the voids lying between , " the rock particles. The greotextile would therefore be required to perform separation, filtration and drainage functions in this case. $Y The stability of the preliminary design configuration was thoroughly analyzed using each of the three slope stability methods previouslyf` , ..'?' described herein. Figure 11 presents the results of Bishop and Spencer analyses performed by investigating circular failure surfaces exiting at or , < �. above the too of the rockfill slope under the critical short term loading condition due to rapid saturation of the natural soils lying behind the rockfill buttress during very wet weather. For thence conditions undrained °`. loading was assumed for .the natural soils lying behind the rockfill buttress and consolidated undrained strength parameters were therefore utilized for these soil deposits. since the rockfill and overlying compacted sand ii+ t4` backfill will be drained and since these pervious materials' are not significantly influenced by static loading rates, consolidated drained strength parameters of c = 0 and pl = 32 and 37 degrees were assumed for the -� compacted sand backfill and rockfill respectively. Tension cracks were not believed to be a serious consideration under the proposed stabilization plan and were therefore not utilized in these analyses. The analyses assumed the pervious rockfill and drainage system will depress the ground water level toKrx ry _ ?: the approximate base of the rockfill as shown in the figure. � ^V, .... A very wide search zone within the limits indicated in Figure 11 was thoroughly investigated and circles extending to the approximate top oS `r bedrock were included. The results of the stability analyses indicate that shallow failure surfaces had the lowest factors of safety. Bishop and �� ;; Spencer analyses both indicated a very similar shallow critical surface passing through the compacted sand and rockfill and having a factor of ' ' ; :'. safety of 1.45 which is considered adequate for this case. Deep circles passing through the natural soils and then through the rockfill buttress had ';; ;hi her factors of safety indicatin g the drained rockfill buttress will provide a satisfactory stabilizing effect for potential failures of this I; The analyses presented in Figure 11 also defined a local region of concern lying to the right of the shallow critical failure surfaces. This region includes the proposed flexible retaining structure at the top of the slope and a portion of the sand backfill and supporting rockfill as shown by .:, the unshaded zone in Figure 11. Bishop and Spencer circles within this zone xf had low factors of safety and in fact the critical factor of safety in the >' region lying just to the right and inside of the curved bottom surface of this zone was in the range of 1.3 and surfaces advancing closer to the �.' proposed retaining wall had progressively lower safety factors reachingz g This unsatisfactory :; values well below 1 and indicating failure will occur. b condition can of course be remedied g ' �°'..�. y installing geo rids within the sand backfill to provide tensile reinforcement. The analysis and design of the �! geogrid system including the spacing and required anchorage length to ; . provide both local and global stability for the retaining wall and t influenced slope is well beyond the scope of these analyses however, this issue can and should be thoroughly addressed in the final design stage to t 27 y". ' t'rt r �, "R^Rwr"M'�p"`""."""r,.,,"r•^"'+ •-.^r"sr E 'i'i?+ X'' �*., .5r} ,�'�}}YJr,^d db� tF'ii"f..n •r ` '� ,5�.�J�`Fs s✓ Mlsty�s'r�t}J .t' rt' }1F't��•`.yl .�j.�'. t z t z J�� it t t ., tt. } 'n 5 �,y7-k.+`ft, : SJe} A' C t : na r "Yr l 4ta�� r $t ' f+ .d.;r Z•i. r'�ii: .yt't{t � 1 t 7t r /t. (t `''(+j 2 f'1 Re;t (is tt 'i '�S,1.s 4-�+{ .'1•F,}''�•��';'Ly'yi T'Ct.'�y'i,�yr.?�.�.,q,{}}"S44�¢¢i,,�}Fi}r't�:Tf�'n}?;v'a.:�_rV{•T'"�j�E'l{ii�f re�t{{y i.�J tta f!i,,,1'33y.,,���.�,r,.ttt',?,,'°:3 i 1,�tj j T'�i.K:'}'a:k'c t,','t F't,(i ttti 4pN5zi"{t fY i r S�q.t:t�t}Fi3{f(`,.Z�;U"xk.Fi�;,�3:F.,.r�Tr(�}.�Y�J 4.l t..5.t rI/t°a.J.k J'..i i F t.'i.t t„i,r#t r(r'`i”P rl,!i�.t..T}r.G!�.0 r::}.1t 4,.:F�Y r,s''�'r.11 Ir 1E t`y y.'y js',J{,i;'t t`,rti.l;';S t snv 3?t.f�tf`tt r�,i t t�;5 Y ts r}'x,t 7 ii.•:1 t!.,i S!t v.�a.}.�2 Jr.�R r I{r tf t s a,{�1 a,j t t.,z t"I t.'1 t t:43.;y'ic�t,.'S..t J t;y.t f i I r)t r J.y a�,.i i t i tr,r-f iF�,.�t F r u'1t t,SR'Vt7+'1 1 e rT;,,�f r'.1!"P ry�`rl{1�ii t��e�3:n,//k rA,�+.�7 t 5 3�S.<trt<{.�.�f'c,.Vx1 t•v� ir 7{' 5 G .`� � � �JWa }' w t 'L tg.`'y,�^""�x�.r>`�iL�-:•���'5��•x+ rr t. f q� .i �.,t s 'r Y':a•irf� NViS,� { f '•�i a .f.F.Jr J'z 4J .J.,rr�f 't .Ir!/' r } l ,' 1 .r} r w 3 r5"EMlI�:' i'jt�lt . V qVj{`y 1';+t j, i($ :.t S'J•3 'fl Js. .0 y y' v ' r•R. a 1'. t :$ai�q •� ..h'k',S;y2�`'.R`rt�xi�' .tr;f.r :� }l#,} r J.•rte j' ! 5 .:) 7 3� .?y:. tj .. S it rt Y.s U'� i.,,»�`�� y{"� ,j� :.,4rj{.i+�riv'ht, .axe` r.?}''�j�ir,.-'Ca.tr�r(•;1,t t.r<a3 :a "bt ± .c�. "r.' ti{} 'v-'ti 1 )?5 j .'.1 { .ti, .:rS.,.} tR J i.to j�3� � 1t,?lr yKo7�'(� � t�u ,.b }.. s �1 �.•�4Y`:,q�"�C .� r� tt . l ?� ' 'rr ,J: •J,. t *, it' .y.r t }r a ['r!` �'� � ' t t j �r t t., r + 4: t: ttt 3 i°, rt t t i°S�r�.xt t �• S s K' �? YLxr"h.H. ./ I 1 )r. J t .(. .i•r r` "4 � -,1 [ ' p ',`�Ttj( Q3. ¢ try R� :. �.•. s' ,+1�t��`�!p t N• ) � �r. � aalM+sw;lrr...rs..«..u.�,.:.....tt!. rsi• x ........++,+w. r � ) _z•; '��'.'4 Sc>,.�HY..:t o,.-�'`r d9P + �, i �i,wl �... , avoid stability problems in this area. It is stressed that the geogridsa_ should extend well into the sand backfill and beyond the unshaded zone of Figure 11 to provide global stability. Under identical ground water and drainage conditions the stabilized slope was also analyzed by investigating a series of noncircular failure ¢1,. surfaces using Spencer's Method as shown in Figure. 12. The approximate- critical shallow failure surface which passes through the sand backfill and rr rockfill buttress and exits at the toe of the slope is shown in the figure. �. .��,. This planar type failure surface had a computed factor of safety of 1.43 =' which was similar to that found for the critical circular Spencer failure surface shown in the previous figure. A factor of safety in this range is ._ .. ' considered to be adequate. } ' A thorough search of deep seated noncircular failure surfaces passing through the saturated natural soil strata including the residual gravelly fat clay and exiting through the base of the rockfill buttress was also "t.{ ;rr' f•-i � i• , tz performed under the same conditions as is shown in Figure 12. Again, since .., analyses by the method of slices were not designed to account for the presence of structural walls the stability offered by the concrete foundation wall was ignored. As a result, the factors of safety computed for these deep seated surfaces assumed the wall was not present. Although WV,-& •�,• �� this is untrue, the analyses were very useful in that the results identified r �aw;'p'• that portion of the slope which depends heavily on the concrete foundationg :"'., wall for stability. The search of these deep seated noncircular failure ,,,' `' FL:r surfaces resulted in the finding that the approximate cri:ical failure surface had a factor of safety of 1.49. This contrasts significantly with .4 the Bindings of Figure 8 which indicates that similar deep failure surfaces passing beneath the existing slope and located to the right and well to the i (,... i #s, r left of the Figure 12 surface had factors of safety of 1.0 or less and r? ;;.. z'= therefore depended on building restraint for lateral support. •: P g pport. Based on �;.;��,'•' these findings it is apparent that the drained rockfill buttress with a 12 foot base width will P rovide a significant and very satisfactory stabilizing +J effect on the saturated soils lying behind the buttress. The large increase syL*a in safety factor will result from a reduction in pore pressures within the slope due to the drainage offered by the rockfill and from the large g t increase in shear strength along that portion of potential failure surfaces 'Y'y= passing through the rockfill buttress. � ,•,� Although deep potential failure surfaces passing through the saturated '• f' ' natural soils will no longer depend on the adjacent building for lateral support, there is no doubt that the drained and relatively high strength rockfill will reload the foundation wall to some extent. This must occur as }` u' rockfill cannot stand on a vertical slope without some assistance. However, 4 it is anticipated that the rockfill will significantly reduce tha hydrostatic and earth pressures currently being exerted on the concrete foundation wall which is apparently in good condition and has performed well rt for many years. ;. A final stability analysis was also performed along the critical sloping interface between the geotextile and the underlying natural soil and bedrock strata. This analysis assumed a relatively high friction angle 28 r. 4 .^,�Sr{*'•ti^'; *�+f{J'��i�,a*i'A4t y�r{, w 1;� ,� , R . t L .r,.., 1„ r t t P�'�if�"t{Nrsk�.lf{� td S 15{� � �'ft\ y�, h x ♦� � ', l : � � � r r i f tt !S �r : . ��;�i'}N5'pj.,g .yi,�'s} d��.t.i t.ii,'�'Yi '"r i �•.Q t !:,.bit}I 't, T' r c tJ. 2 . y 7 :it.. } r Ire-1( ;} } ? .91 :':t y�t;�f. ��trrSY�;�.;k��+�'>, ¢ j. 1 r, ,✓ .:, � .• a.+,1 p1't„)"C"}s.1;t i. .4.s;.f 5.,..t� y, r rrt. ! c:.. ',t„ r. 5...,r arA obi+•y r. •r,rS3 .�t; '� Y e,.z:..} of I :�5;., )' :,r.t St:: r t, t s tip S > :;.+ „h,� I� : t}'i;:+;�sd �L {'1�«'.�?, 7 Y`f ;{� r .y.}{y�i �6Y.::�, C.'� )r �(F t .S. '" i^.ti,r 1 .0 J. f' a;ir/. .}„ .}a F.�{}., jt'{`l.•7V rk A41'1„1k.�.s �`�-�tY 1� k. k 4 4 •.� i; '�7�,�k"�;��}�§��L.. Y�to >S tr, X.r.,'k('�� t r". g ',t. /1 14; L t s _ TS:.)' � � fili edit 1 ,'I..�t '7�:�r.�,1�C�1.t4'„ t+:•nt" xrM t.3'•+y'u7 Pst '11 4'. ar rL k r.} (� .i.i k.+ r !q •r r � i!, �yt. A X } .Fi �•t j tti.4t{,t.r'Ati t' '� t .`�'~{'r.;�`f• ",4}�,r r f;9 '+,;*,t t ,j yn r r, ?�lY 7 � } ' .rr � .,f! t f rt �(.�"i y�4�'x^4�4 �•'Y a,:i Ji. .� ?��Pr f'J•t.f �t`}�� n d) i 1 Fr+ rC2 �t �� � y fi � 1` ,ti .:5,{ d' zS .x li 1 Y`�` pF r lti„y i ��,� }jy!�{r hl:i,.rt^y .f� 11�+(r ;�»1 t'f��%{z yv, �L.'S t ,'s,` �!•� 7' +Fv° ;t'r r ! t iti � �:E�Ya ,§t 7.: 1�' .t ,f ,•4r.�, r' C4+.,.k�Ji,�r�w.t�J�>{j! y�A, � i`. t•'i r. v i is i y jzt. t;?tYt'i $t+i�B,Yak{ N` g_�^.}}£'s'Ar� �y`� n'`'It' °�:�,`�cfS`.".`#�+�..�v�.e.:'•`u'.:rS:iOrea+wi� _ : fit h eb i eotextilo and the proposed nonwoven needlepunched g efficiency between the p B underlying natural soil strata and this interface considered to b® 'z safety in excess of 1.5 along ; adequate. RECONIMIr•NDED SLOPE STAgIi,IZATION (M _ investigation" loration, laboratory investig ;a Based on the results of field eXP evaluation of alternative stabilization endatlonsthatdthe®failurestarei be rec ( 1 analyses presented above, it i� our removing a significant portion of the unstable soil from the stabilized by the excavated material with a .,. and replacing ° face and base of the slope A recommended cross section drained rockfill buttress as described herein. in the app roximate vicinity of the failure area near ,�, SSti for slope stabilization : + d in Figure 13. Based on previous discussion the station t' 00 is self planatory. g should be p ex ;ti figure de the n ' were not performed outside =;,; iq; , stability analyses Although slope failure area, similar stabilization cross sections designed to buttress tne54rt 7 f i! permit gravity drainage from west to east are recommended along slope and top Recommended approximate entire length of the north approach slope• iz.f the app Figures 14 and 15 for the areas isSt't stabilization cross sections are shown in Fig q' of the west and east ends of the adjacent Missouri State the vicinity past Highway Building. Soil and ground water conditions; slope heights g ; these areas as compared to those in the failure area performance in laps will b® :t3a,,'.f indicate that the recommended slope stabilization p `�}ft generally However, the effectiveness of the recommended ,.::.. y ,• ,, .; adequate in these areas. conducting slope stability analyses `.'•,; cross sections can best be evaluated by process can be performed �a s; the failure area and this p + as were per in } k Sh ould the Client so authorize. _j `.: Review of Figures 13 and 14• indicate that the excavation of unstable <. y, `' materials in and between these areas should extend to the bedrock surface +}„t should be taken to remove all of the law strength residual gravelly x the excavation and care in above bedrock. During �..; fat clay and clayey gravel lying process minor seepage is anticipated based on the information obtained ? ? p quantities of ground :'.,. k.3 investigation. However, the very small q during this investig ravit drainage to the east. water anticipated should easily be removed by water inflow and the nature uantit of g Given the anticipated small' q y laced back into the a materials and rockfill to be B problem of the drainage is not considered to be a serious cons to£ctr and water excavation, seepage construction, should the quantity g at this site- During seepage or the elevation of the bed surface show hould significant notifiedatfor from that assumed in the cross sections w consultation. k= rovides a cross section in the vicinity of the retaining ;r Figure 15 pt east of the east end of the Missouri State Highway •,;� •' wall located immediately portion of this retaining wall may now be removed , k4. ., Building. We understand a p p ro ect. It is < + irk and replaced as a part of the slope stabilization p j :l »� �+f"":„• recommended that the existing wall be left intact until all unstable so y+` has been removed from the entire excavation lying behind the wall. After 29 t P ­1110:1111 ml�l 111 •T" 1 >r ( t, ' '4j ••v!" s,t t... t;i,; ���� t7r }r ,+t / r tr. .t.r J�''�*,' i1.1 1 ¢ ) f 5" r ' 11.?.a�SVk f,�f�, G, �i it � `7y�pts�r}r�y-r.���.�rf Ly 2 y t{' ..t�c .',r 1�. .:yi7 1 i } ti :;: .t tt ,y 7'rt Y+r Jp il•,�vs��i�'t( J "'L`a'y�.1 ' t,", ^ �� it��f: n;�,}'t .1'�i,n.�4r.,fr,�., f;"`a�$Crr��k r{•S F.;'+,rt ti{;,t x •�'x;,.'1 � ,J4,>yr.l+7: a3(.,+<: 7,'r. .t.a;'r teri..ry�, t ti, ` � �• 1b,/�4 �+'t' "t k`,,'� "� =11 $�} > t~ (7 r` t '1 als,.:�., s'+ i .>�i t, i r t 7• Ct a' 'Fria (' � ''�'!$� "� f k, +SH � 1 S t� t r r t r •o t x}+ ti. +" `�• s .�f�:ts r f. 411, ijr.;yy� t +�'�'l &.���>rik}���� ,�T4 +,:�a�ft.z}�` ��+ t� i ,ttti j`.r ; p '. t ijt.h ist .� i ,t'. i yr as.. t''� +j. ,�"•p�M r}t i, t.p� ���� t� .?�.. �$�rst r 5,�f:'t�.t}-s i,`*rr .} fr y,7..id F i7.�1 t :yi ,t y. t�t..j wJ'r, t r.ay 'l+to y-}.,•S!,S.t• l� ,�,?yt,Y r {d t'Y.•t, Fyi }3it�e�.`'13';1.��,;4irtr?;�.s,'� .S.'< }�'t..t�n} :t'ifz.41a 't:, ,.d.»ni'.r., y'i' '..4: .t�t� �'1 .rylt'.a'.h,,tf"r,,„`�."t';s.2.�':�yta� '�� '?,lit P •Ya •t; r .4•air �.'t. h SIC 7} a' p 1 .} rt �t s, t 1� � +�{4E +, t, 1 ' z f,� r�;Ji sag�d tuY ? . i; ++!: r +f± ' r r., , � � .'t. r; } ..7 +",4 t` .!>;»� z,r�i x�' t�}.17� 'Jy*i 7€t t' p• t 6 . �� r , F ':. .. ' ! � ..'_' • 1^Jrs.},i��T.Y".��'�ryr(5. ,_ ., t t. r u .� t '• lS�f ' k'���_.. . s+ •n9t, rt_.w,9dra,:'r:�yt ...,Ea't,, � .s,.-v.+.nk , r+ ty.� �r � ! t { I .i yr{SJ t •qp�{ .. .. a, M v } 1t ��{�7T3T(��� .v'i,.f'n. tn�;�..3�i1.•}:iIlt�''.. ,t. er* f exposed, it is recommended that the Client the retaining wall is fully 4 . .< perform a structural inspection nd avaluor�oif of the existing lacement is required ' removal and rep. To provide the Client with subsurface �. retaining wall is feasible. that could impact this decision,area iofzth retaainingtwallato ` • information = t� be performed in the immediate area o Buz. test boring Such ' evaluate foundation conditions below this critical structural the ;. +' a test boring should be performed p s. r�• r'. subsurface information is available well before the time that the existing a retaining wall is exposed for evaluation. �for the : . At the Client' s request we have provided recommendations on subsurface {~ of a new cantilever retaining that soil preliminary design 2 recognizing yya 'i ;.} conditions encountered in adjacent soil boring 43e is the vicinity of the retaining wall. Boring 2 �; 4Ys}, , conditions may vary may below the anticipated foundation level indicates the soil lying sand which was dry to moist and loose to medium dense :J fin© silty `�Ir brown time of investigation. t< ,' Per foot at the g F;r. t:•,:rr,, , having an N value of only it blows p silt with fin® sand _ srf+ys below the sand consisted of a clayey ut Material lying f � which was also loose having an N value of 9 blows per foot. During r approximately 10 ryt round water level was app �.,.t'., r investigation in March of 1995 the g ;,'j in the Wear Creek ° i��:.,%: '• to 12 feet below the anticipated foundation elevation of 565. IIowever, we :�` ,r�c�c.tt would expect ground water levels to fluctuate considerably t raf 4u t valley setting. >4 , ':... .. Based on the type of backfill material and slope configuratioait � ,} .S4�''r t recommended herein, as evaluation was made to determine the coef�iciett°he active earth pressure that would be applicable for the design .. spiral theories indicated :x' proposed retainin wall. Coulomb, Rankine and Log Sp 4.�� close a reement and all predicted the coefficient of active earth pressure � v,, c l g :.-2. will be in the approximate range of 0.4. It is thet( ' term later per cubic ''' be utilized to determine the long proximately pounds p J retaining wall and that a unit weight of apulargravelland rock backfill. . • s; foot be assumed for the proposed clean angular w;• .' i,; 4 . ' s> Any anticipated construction loading and future hydrostatic pressure at the the wall and it is recommended that the also be considered in designing hydrostatic •. lied with weep holes to minimize by retaining structure be supplied pressures that may build up under unusual weather conditions or in the e system. ;,.. of a problem such as a blockage in the drainage Yn yrr, . _y backfill it is recommended wall will be retaining Since the a sloping approximately 1/3 of that the active earth pressure be considered to act at ': • height the vertical asckfillul.eingfrabovehtheeeheel�theThisnsame distances irs surface of the sloping ba Y 49, computing the lateral earth pressure }„ should b® used as the wall height in comp parallel to the { which should be considered to act at an angle which is p ;t ,A .. F•: ' backfill slope. rw It is further recommended that the retaining wall foundation bo h:. n proportioned so that the resultant of all forces is applied within the mid third of the bass width and that the maximum toe pressure is less than a not ti ou ds per square foot based on the allowable soil pressure of 1000 p p " r 30 G 'S ;r . ` 9• .7;*5! -y r Jt �J�t ,rr���+C�Yp.ski'`r e4.ri�•�p'"7it�6 k�t�yiry. .dt r.tt y c 5. !t t; {'r t u,' a r V,G.4 t V� °,ra n rG� }tt� t 't'v�tti p r!t •l r ` '•, �� ` rk'� P�ti11r:YCtJ °Ats.. 7s i.Y r.,..., >, t`J ra �r rks , i �J .� t} § �: i5 7d a'�A;�r. fti. 4v` • r ti Si.JI' t:};:1 S�Vr ar�uek. .F�}(+,j , i. t i,} t �. t't t S - 4 t.tii>'} .�, t rSZ;�.�r` 4� S,ri` +��i �s�4 .Si. :C"�}�'S .y,•}.}�}K,�^�S.•,4:2' x1�4.;,�r f,.H.r +,,},rkzt,;iy,{r;i tt} t� �j ,r.t �3t1.:`f 7r }. 4 2: sr {i t cr.,y....t r}{�r�,�,�t7��y!rt'�l�.r '"'� `t. § .sp a 7���ti•1 *•g# t ltrr>ir�S``}'it�"t`r�• , f r � 7 .�4' , � vl f,1ct i �f.�K 4 -s,r� t* 7 `,�. , �i� f�=V �+' � #' 4c.t .,r� .f 7 ..r.f;::{`.r} r ..t�?iy•<i\;fir"�'}a a. t �i.,r' t rlr•`�...;'i]•d - Mt ��� .i;: `a. �1 „}.f', r?t r<4`4:•S.. t $trgi } P .F� rt�i t r�tr'(,_,4,xy'�, q t#�; .�•�.4,i",' r. 7 G ,} ,i, 1.+ t. r >, ii iV. f cs4 a tt S y,P ,7 rt Hffi?tFS,y,rb.jral+. }11 r}.��i.: r,t.7• (i�j�z,'` s4 jt,,�`'.iky� �>t'}�r,rij f t+ '� � "�i ^ �',�1� i ..s i�,a� -s ,.: , at i��.�r sr r� tr v ix..�.r,'-�. �tsu" � �. .y'. ,�,' '?r Zt.X` 13'Z'�r t7,�`.aU'14�,� >'jn} .y 3At 1 S 1 ' `` iN 3 �� t1 1 jt S�i<yyr9',t,7,•rJ`Jxyr$}/, R A,.A '� '} �j `�¢�'�.t � �l!} ,,4!f�x;t�F'rt;y�.t� )� r ,'�,i� ,' i'`f r t X ...ri JL t t',r fist) 135 a tit'� h W13�'ti{�p��44� �,•f} Y'. •�' ` i'a'o}`'t�:tS` ty, '� dry i i4r� 't a. rc. !. ,si j4 ,r �+,.' y�. t?c?n• +} p.i }r„-;. ,,} ,r ,i,�,ti.t ,r'}rr"�•:f�r,rr.x� },.'{?r.;<tt:;,.5�r, vrt'' t �i f, ,1; }. y 7 i;. r. •fiat Yr ,Z:;'"i v P.ii:'7 �",rp2r vv p�"Z 7• 'k;r i .'•r t a,tS,t .rjr�'.t fi`��#h 'v y?rv:,;iC°s�+5,.t� r.. .fi�'` t'r tl ,;4t' f'e r..r.}JI',..�} 7i .7; .{ J} tt .e:!,. ':.;tYtr•;t�tr:,Y}�'rtsf�i"Y�ai!a,�i•},'�73'1#,}3!�tk�: $' �t�' l ���` r �`'Ys[��F'�y "� i'}`x�t`;.�'i fit. „rq ;5���'y+'. a t ff , .i�tr •rrrirc. i 1 lH ,51V;,,�}ti iu { r4 ",:�L:i St'..u:.y.�.xt'� `� t �: .' t r e;rf� §+�:�,,arc`'{ 97$\ca t�' { � .d a1i t�ur t ..r . �i... S i } s r !.t✓�'�� .fie k j�i;y t .r,�.i'�.� f "�,rz` ,� ��,.y ,fiti ��,f�aiY :17'y::�ztff4°S .�(+t'i }'na t..;�{ t ,fir' ;t1 ,+ 4t: t^ �tif�} f•,3 tr,, ,k} .1 r .+a 1 a t`. .r�V f.AY.",',�7' .a.# 7x.�. .kq�;1t�1�� s.a!y t hr. =r.."i... .. ,r'+'. .•'t tT+ ,'r.,. ;,s t ,,� r:t�r: `<� '�$$ ! t`��{`1.��, � x; }ff+-4'ry�.( T" }t n r-5 1Ze,+. tin C•', , 3 . x , r! y tr;.. .y+ .r" •: ,. ., ,r ,y,�.�1 s 3 Cif 1 :,r`s`i<'�r i_�. � i � r;E ��ar�w .e�q.. wwa.. •' .. ,4': C G'`{�$n .}t. bUi.PLn�I.� ! .��jy a+l• , .. _ ;;«a µ xr 3 ..tr>��r, A °SY. ..}'.�,��• .• �T-r .� 't �'}Si .wriiry j'd•. an t.1,cipated wide footing being supported by loose fine silty sand as was tl encountered in boring 2 and being influenced by a ground water level that �J could rise to the existing ground surface in this valley setting during periods of wet weather. The foundation should also be designed to resist ' Gliding in the horizontal direction with a factor of safety of at least 1.5 or more using the effective vertical force acting on tho base and a coefficient of friction in the range of approximately 0.35 with no allowance- for passive resistance in front of the foundation. Should analysis indicate the factor of safety against sliding is too low, consideration could be �= given to increasing the foundation width. Use of a shear key would be p problematic if the supporting soils consist of loose silty expected to b® sand as is expected. Key excavation in these soils will result in loosening +'' and caving and may do more harm than good. Where the supporting soils along the base and lower side slopes of thers,,�+ ; ;.• }!.13 main excavation lying behind the retaining wall or building wall consist of silt or sand as shown in Figure 15, it is recommended that these areas be overcut to a depth of at least 1 foot and refilled with a compacted clay •�' ,;� liner to minimize the quantity of future rockfill drainage water which may enter the silt or sand foundation underlying the retaining wall. The clay liner should be composed of lean clay from on site excavations and should be t'`` ,;,.•`,. '' placed in 6 inch lifts and compacted at the optimum moisture content or above to at least 95 of the maximum dry density as established by ASTM D ;f '-�•-r ? 698. Fat residual clays removed from the base of the excavation on the west are low in shear strength and should not be used for this purpose. ' , J k� A typical slope stabilization cross section with general sfr' recommendations related to excavation, drainage, material types, lift `{ � thicknesses, compaction requirements and other details designed to assist is achieving he g goals of the slope stabilization plan are shown in Figure 16. , `.'4 Throughout the construction process care will have to be taken to protect `* roce the integrity of the existing concrete foundation wall and supported 3K'p°•F�, ' , -` Missouri State Highway Building at the toe of the slope and to provide for qtr . the safety of the building inhabitants and those involved is the '� b.,t`, "•` construction. At the same time, this issue will have to be balanced with i,: •,: the requirement that the rockfill be adequately compacted to achieve the ,.. , strength and deformation characteristics necessary to '?' Ri" y provide astable �s.s rockfill buttress with a minimum of post construction settlement. The recommendations provided in Figure 16 were formulated to assist in achieving i the above goals. However it is also recommended that building movements and distress and safety issues be monitored throughout construction and that the excavation plan and the placement and compaction requirements for the t; drainage materials and rockfill buttress be adjusted as is necessary y to satisfy safety requirements. � ,• , <;�5 As shown in Figure 16, it is recommended that excavation of the unstable zone be performed from the top of the slope to the base while maintaining a 2H:ly cut slope as excavation proceeds. P In no case should •;� A unstable soils be removed by undercutting the existing slope from the bottom up. To provide adequate drainage, it is also recommended that excavation ` proceed from the east to the west. This will allow the retaining wall nit the toe of the slope on the east to be exposed, evaluated and replaced if Stt t. 31 •k 1 (i Y7 �'}!� Z .ld'{i V '(7 A Ii��yy t'��G Y l f�.. ' t.: 7 r i ..1 'f;s l�d "b i' , i 4, r 1 . ... ..r, , r i c { .s A. Is r }d •tr r _ ! ... k Gy,y,15+ .,.k�'+��,'*��F .��3deky�3 S�a'�'E.,..�y` irr.,{� b. x. "r rY t S. it?t K. s� J�•tt i .k�.+F�etSAs..Svt �y,r`E 8.h. � ��Y} r 1tr f i1', .f`- •' '"o}°'''�t�'J''.'ft ' tr` '�Yt ti '� `�i1 ! 'F,: I .ix. I r i rc t r � ,fit,'?i r;'.,"•(=t)!V�%r .2�,�, •�'k� J.. ��• ,E zt'•;ri J`S7 4 �' ! 1 L t r^4"77L J } t 1 P° ' $ }��.�.<;:,,,.�t�9,.?...h�. r y ri � i".a,� rt. ,..1v^Yr � :7 Fa r rr ,.•ti '{i f �_�,,{{..,.:C�:F�,c�;�f�"�t�,t}}'' M � r� .,k ",lyu: ,,ma�y a�r�r ,�ytS�,r)�ri�..�•?4�YZf,.�. �.�Ci:. '� 'r s ,,� r.. �k�rtJ i�. 1, t Fi.kyt 'r *"`)�:'ff,t'sV "ti 73^ 4y�,.�. J.��� Ya •!: '��()v t���i�t.•?�J.{.... Y i I"A i { l t+ 4..t.1 T ..t 'C! { f5i.,if jh.J}�Sl�,}•:4'n 4' 9=A'-^=Y••" V3 tai G 'A 'f. ti: �.• ?1 ?St '� }? j' .i• i.. ,.. r .. #`� �`r� }4r g�i}{ ,waYt��31k{ SSW f � {{7( As f" '' .`.�.'j'•.a's 5 5!°` �, �! la.t s� .. .. .. ... �R!�Yeb C4p<'�j�,.owif}� 1.�.. u r d�'�Ny9NCa.+wka,.,s.a'...' :,"r:."5.::.r,'4F�r�t4iYf's.Lc��� .�� .�.t'���...`.i`��.1�i�FftRat�}:'�I_;} .�i...'s ..�Ek; ..,h.,ln styE���.5.,y t�t�✓.rt 'i]''��;., I�. .frrr r necessary while excavation of the unstable zone proceeds to the west. Throughout this process, care should be taken to keep heavy construction machinery a safe distance from the edge of the slope and the concrete' foundation wall at the too of the slope. To address safety and drainage issues, it is recommended that the Contractor be required to submit an excavation plan showing the equipment, excavation methods and sequence he proposes to utilize to accomplish the work prior to commencement of- excavation.. dace excavation has been completed, it is recommended that the Client , and building owner perform a structural inspection and evaluation of the exposed concrete foundation wall at the toe of the slope. At that time, it } should be determined whether any structural improvements or rehabilitation x are required prior to backfill being � P g placed against the existing wall. •�, ,, : During this time frame the foundation wall could also be waterproofed to alleviate seepage problems that have reportedly occurred is the existing FMz ��r 5 building. ;\ .. :tt"'�?y.,fit';•IF'k If there is any concern regarding the integrity or anticipated long u ` tt term performance of the concrete foundation wall or if there is reason to „ �. believe the wall will not remain in place over the long term, considerationri ;?':' could be givea to the installation of a gabion retaining wall at the toe of t the slope and immediately adjacent to the concrete wall to relieve the earth pressure that will otherwise be applied to the concrete foundation wall. Such a gravity tae wall would require some modification of the preliminary design section for the drained rockfill buttress presented herein although t this could be investigated on request. r; Placement of the drainage system and rockfill buttress should progress sx ; from west to east to maintain drainage and to protect the integrity of the f5 ' advancing drainage system. Prior to placement of any drainage materials or rockfill the base and all side and end slop of the excavation should b® f, es ' lined with a nonwoven needlepunched geotextile to separate the exposeda natural soils from the rockfill buttress and to assure that the erosive y " ti'r silty and sandy soils and the finer clays are not ultimately washed into the R' R, open pores of the drainage materials and rockfill. The nonwoven 5c l needlepunched geotextile to be utilized should be selected on the basis of . "' J construction survivability, drainage and filtration considerations. z-x, Considering the installation abuse that the geotextile may be subjected to during placement of the drainage materials and rockfill and the need for adequate filtration to assure that the geotextile retains and does not become clogged with soil fines, it is recommended that a relatively heavy _> weight geotextile be chosen. l .. Selection of a geotextile to assure that filtration or soil retention ' requirements are met should be based on a comparison of the b P grain size distribution characteristics of the soil to be retained and the 95 % opening ' size of the geotextiles being considered for use. The selection process is ' described is Designing With Geosynthetics, 3rd Edition by Robert M. Koerner x as was discussed with the Client. Various soil retention criteria are presented on pages 100-101 and examples of retention designs are presented yr on pages 243-256 of the above reference. We would recommend that the four .�� ,a 32 s Pie I � y xS� ��y, r t r �+�,�'i�St��F o1+. ��q(. f T�f{b•'S r n�a $i- t'��r,�� �i�t �t��tt�,1a 4ya ,«'� IY+��K'�y)„��is r rt jsi✓.i �tr J , y,y. �4y' P:'j�Y i�t 1.i', �C t ! ��j�'. ItX� r`t'z� is u"� ?t)� .... t4{ fi� ; �rRnjr r IL•�t;,n �f '!. {,'fti•i.AS;t'' < #a"1, �y��yeti .�ir.. 1 .r t Y I�, i ry .s��ti•r 1Y r t �P� r'ti�stt UT'l a tt 6.9'a't s u i� tv�'�}� y�.T. t , >i~•+ �� r �y'{ t� `??Y ! �f', kr + c.Ur. t r 'J�*?t jai. Jt .r 3-V r �!�'.,z��4,,.,e t,�, ts�;'-t3] «•+; e� ,��,"� � �f'�4*,L4�:ta.l.�l r tt � .11�_ �k� >,, r ,+ � ,�'i tea xr>',r ,� . •e 1 +v+, a»+iyl R'�,�, ':!x;}�I, �. Tf 3 .X��.� r� S.�x.!.eir ins ,,r. ? ., r.! > 5. �. r l nt1 ^tti (•'��&day t .:t '� f• { �. �drr, ,:. ,t{ �. d�t# ,,yr;*.(.. '� if �' ,�,i,,]�.? �' �r. s.fw t�J t'¢1's,.%i Lw..i 4,_�1'�v. �, '�t',.t' • i': 7`'VM T�,lih� ?, 5{sp,hy syyy,7�dt�fi.'rjrvl,�.r., ,;$ 2'h+',•r•.<5t:�xL,14�:��r:�i Sj f i ,� .a s i 1� .,�"{f!Jy s9'!f X)� s�Y°.t54t�i 2'!¢ ' �{k`+)L't { + ' �'•1!'Y'i''«�� 7tr)i• ".s J,y ft t..� c 4 s t r t} 7 F �, l+.J).,z.,.••}',3'in � JtyJ�J ICJ i (�gy i s{ ,,,JtEs�3��i'�;�r xzi'"r Cy'�i'!+5]}�rlrs�j ,;Kr�i r��E� ts. n r Y, >'*.�r' � rr 2)„r� ��,r :y.f.t+ f$isv i'�°1�' 'l�tii.}l,:•� t ,f r. •73'f�7'^�'. 14 �'�y(iz'��11'f4?�r'1* tr'.�,fit y�Zt�t Y r'T r I �.�7�rs'rt to S s t-s�-tt34 .tt.ye I��t..S r'.r'tn^�^ r4s'{� r•:.rYC;w'�'d$;a`, •i"4jr+' {}' s.4):ti}r Sr4,s,'+ .Ftl r*,te•t i .fit 4 F I�°i�1 kit rt 'L'u' fi J n r it i><+'F` y.`-'t 1 '!FJ I ,a.! f IIN, �.' � ' lt! 1.�1: �, + N J;] .CF.{rg t 9 t 7�r�, r'33�, r LcK t. rls t �a9�s?U �' J..z' 'J•a. ai A. 7.> '•k �yr�. �+ I t�, t.{ .Y .. • ..r,. � +tr , f ra<�, + J? t, - �{Ai `i:_• '�xr +r5 ' i 5 't _. t Ha yt Z'iti trt3 Y1 ry=^Sy'`�µf,jib x 3f`k 1`TS A' a4,t }, t i:.1,,F �''., iti?yrd�3 B rY. r r grain size distribution curves obtained on representative soils in the failure area and the retention criteria of both Carroll and Airoud be ?# -" utilized to evaluate the required 95 % opening size of the geotextile y` realizing the finer grained soils will govern the geotextile selection. it. �3 is further recommended that selection of the geotextile be considered a r design decision rather than a contractor's responsibility since it is critical that a geotextile be selected that will drain and retain the soil, but not become clogged nor allow the drainage system to become clogged. if lb I desired, we can assist in this evaluation at the Client's request. LJ The geotextile should be installed in accordance with the selected Manufacturers recommendations and with sufficient anchorage at the top of the slope to keep the geotextile in place during placement of the drainage materials and rockfill. Anchorage may be provided at the top of the slope IffA w'k``-'•,y. . '++ by a sufficient length of runout or by an anchor trench although we would ' ; suggest a horizontal runout with ry gg just enough temporary material placed on the runout to keep the geotextile in position while drainage material and rockfill are bein g P laced. The geotextile may be joined by appropriate laps or by field sewn seams although we would recommend that strong consideration be given to the use of sewn seams since soil retention is critical in this a case, {1 ri1 otb� Once the geotextile is in place, it is recommended that a drain pipe �'`'•��r.,u;,,;r���;, �,t+ and any required collection piping be installed in the base of the t•?• tiA excavation to drain the potential seepage from the soil slope and any runoff ` or direct rainfall that may enter the rockfill buttress. It is recommended that storm adjacent drainage from the street and acentr:;r g 3 properties and roof drains 's from the adjacent building be directed into independent storm sewers and not be allowed to drain directly into the rockfill. Drainage piping for the L1 ;ic• ; . ,' rockfill buttress should be sized in accordance with hydrologic and hydraulic requirements and it is recommended that a relatively large diameter pipe be considered since some fines will inevitably be produced due � ° 00. P p to breakage and particle crushing during placement and compaction of the initially clean rockfill and there is the possibility that these fines will eventually be washed into, the y pipe. A large pipe with plenty of open area will allow for this condition and still provide adequate drainage. Consideration should also be given to g' providing the drainage pipe with a cleanout near the west end of the drainage system. All piping should be designed to withstand the overburden and construction loading using accepted engineering procedures. If desired, assistance can be provided on the `. ., geotechnical aspects of this issue at the Client's request. After the drainage piping is installed, the base of the excavation should be provided with a 3 foot thick blanket drain or drainage layer as J shown in Figure 16. Recommended general material type and gradation; lift ;;. thickness and compaction requirements are described in the figure and it is a stressed that a clean open graded and very porous gravel is desired for the blanket drain. Washed gravel with no more than 1 to 2 % passing the No. 200 x sieve should be required and the compaction recommendations provided in the "t figure should be followed exercising care to avoid damage to the geotextile, drain piping and existing foundation wall. , by P. 33 14 11111111 ?fir f"t��.� `• �:�d 1+� �tk et., t a1�t Ys Jd jt..l} }} ryJ ;i r � i r 4 ;y�. ;7'. r �1 1. .�.5' .t"' .{ �s i s I ..h r J' Y'�,S„,�,d•�VS.a.rr I sl' M ` �•L1,1y ��sr: .ii•�t g-'ivL }�; S �. ,r,`'•�4#; tr�.,,t�"t't` +wh a'�3Y~ �t.. t ,A. is t. 't,i: � d" �.{ �.�i tip of i,v'��.t.��,��, ��;T ' 4 t �`��i.+°v�'��i 1±'rSt7`�.}�a i'N; ��,.`•t �} `f�::sa8?.. �i5 4� Lar�.' :r.. y yr ; _`s�F�rf` t i.t �', sS �it,r,.s„ .yN, � k "-',�,� ��y� .2�*lf�,�i Xk. �'i{,,�. ,rJl rttr �i�, � •z {1t{.. r � {, s'�yF r 7i if r its. .'''n(�,'" i1t,4-0v{t�,,�'flt� ���"'cEx ;,.YKY. ..,a}tt,��,IY�.0�.Nrrt`'� 5 r r 1��At,C ,i it N':j ire t + .•5 .:7'�d�.l -.rar t{:.;�t'rt^it'S.,�r,lF!f.•�'•,{'ts��F�-r. �.{q>�ig,',,� f: t t f. y t`} ,�� s i h. f > �.i t .., r. t t s tf!r y1 4�u � + 4 :t t � `� k+ ,at rr t•'�; 4 i�p�<;� r<µ"r+ t .s G 1;L,`'��'f�'T 3r�`'1..wry. �:• { K' t:" ..,; i �' s �1., : 'rti,>� .{r% , 'a tt 4 Fa1�tz�t�y,1�4 ,A h Ff9,�}Y3�L�;��{jt . ��J .a.> r F. .�..�...... . . .. .. , :)q ''t3e4rN, 9,p t>Fry.tgp'�b' �° �'• r r ,t ?:.;fit{ MOO�e..,�W �` �,`��a�• �tYY•,P F`' �yy x Once the blanket drain is in lace rockfill ;,, place, placement should begin s within the zone indicated in Figure 16. Again general material typo and , gradation; lift thickness and compaction recommendations are presented in the figure. The rockfill should be constructed in approximate horizontal 77.: lifts and as the rockfill is raised, the material used to construct the drainage layer or blanket drain should be added in the adjacent zone+ lying T within 6 feet of the concrete foundation wall and a bedding/filter layer- should likewise be added between the rockfill and nonwoven geotextile. The t: �Y hand compacted drainage layer will act as a cushion between the angular rockfill and foundation wall and will protect the wall and drain piping a below from heavy construction loading. The bedding,/filter layer will act as r•, ' _'�. a cushion between the rockfill and geotextile and will provide amore , uniform surcharge over the geotextile which must serve to retain the h�. . underlying soil. This clean intervening layer will also direct drainage y't IFS: from the soil strata to the blanket drain below. '+?'�''R:'a The recommendations for material properties and gradations as shown in Figure 16 are general in nature and were provided to give the designer some �H;,' $ guidance on the material characteristics which we believe are important to achieve the goals of the stabilization plan. Clean, durable and angular j.;::•; crushed sterna is recommended and open graded materials should be required 9 Y g ,,..,rs.�xr�,:�,j! for the drainage layer while well graded materials are recommended for the ^A4x , rockfill and bedding/filter layer. Maximum and minimum particle sizes were recommended as guidance to the designer. one of the most important ; ; ;t`;} „ 0.1 characteristics of the drainage materials and rockfill is that these `E' r materials be clean and free of fines. A maximum of no more than l to 2 � '� �` .. percent passing the number 200 sieve should be required and washed drainage izAyr. materials and rockfill are recommended. More precise overall material ``br. a�,'-` ' specifications should be provided in the construction contract as is done on r 1�el ­Or° an civil engineering project and we would be Y 9� g P ] pleased to assist in formulating any of these specifications at the request of the Client. 4ya ., It is recommended that the Contractor be required to submit information to the Client for approval on the equipment to be used for compaction within " Y;;s PP it the various zones indicated in Figure 16 prior to performing the work. Anf ``' engineering evaluation should be made to determine if the equipment is suitable for the intended use and to determine whether or not the specific '; f•. equipment will overstress the adjacent foundation wall and underlying 7- ` drainage piping. The dozer or rubber tired loader recommended in Zone A of ." . .: LO :•;•;; the rockfill was intended to minimize construction loads on the wall and ` ` piping while the vibratory roller recommended in Zone S was intended to result in a higher degree o£ compaction and less post construction settlement below the completed sidewalk and street. We believe that at a Ji distance of 15 feet from the concrete foundation wall and beyond, vibratory x compaction would pose no threat to the foundation wall. However, it is ? recommended that this be monitored closely during construction and that adjustments be made as required to protect the integrity of the foundation ; wall and building. If vibratory compaction proves to become a problem, a `-'- heavy rubber tired roller may be substituted although it is recommended that 4.' the Contractor be required to attempt usin g the vibratory roller in the indicated zone. It is also recommended that consideration be given to heavy r� ' r �.. watering of each lift of rockfill as this will significantly reduce post i ; 34 i�i pe f.��,� ��M1, *�PF�+� f�3��e,�4 t NtX.r rt t' f a,..._,.,1 tr r .. ".'+.a.. • e 14." '''Ft�'�n�'.+ry 1(•� .ff.rk's.5� , r ttt sift4 R t , t '��L, r ` * i .s.r��. ' � P.' Sx� 6f{t> �,�C6 °l. tf•`.S�t'}w +Yt.: t }4i 4 ; t..,,r.t 1. ': °i i r e sttt,'t ri" Y .�'str C. tt,S„+y,+. r�rr�+t�y jr. t: i i ' ,�' ,�,� � "t'F'f t.=id t�ts G�. ��7tt� J.t. t rc 1 rr•!y ti„Y .1 Jp �t r tf ., r f.c:J. '�kS 5 (r�r ' �'�r��F,1C�1i. qty � 1, "d 14yyii,,�t¢ t.§r •e.^ .t;dr } N `r fi . ':�y Y �4„ }� ,h { i}r}Yt�''':J.,'C t•' 1} !' ..It 5 't f k ' .i s RC Y ' t 5 {' r 4% 1 'g 1.: t::,• • '�”, i8 b xi�;'�, I.f,{ Sir:} �'2rx�:aii' , :3n?., �, it t,+t�i r. a 'n Js ,..?i P r�.t}c > r� '1t �.m Fr's. n YJ d itiy ;,+x=f: ";' � ''�•! 7t, � S{r, i, i t jj i} •t;.t ai f ' li! .y Y•st� r t Id. f r;ry{St� tr�,�r(F'Y h' ��(� 1� rt �'ss x<` .t ti S 'z .., F J ,{ t .f,f 5 { rr;•"t it' � f X,4} 4 J r ! t �,✓i'. 3 4 `� X51 YYy;'�,e.- Y f;.k'hYt;i 2,>-t:f.sf:+, J ' r •:,r,' 'F.�,i.. {� SrC:""�iY 't .�' xF.� .t,�".` 'mot, Y ,,trti e�:,� :.,, }Si .`'" t�1T" ,ah4 •{�,t'�.4 't t �,�x.j r�n5�,� x`tii;' t ;' Yb'il: ::r �y!bf fy. f..�;i� iv:Sct�ti.� .tlat=ti r.F� Aq�,J ,+,sx?.>rrxY`h� 't�.rt.' ,t�',5 S,�YC�`'t �' e tFSt Uri P" 7� 1 �f,.`4 t r F' !.t t r k 3*t�a r f• 8' �F.-,E+n `� '���' rr� �o"tE&>��5t tt��! ,.. ' t \ ... � •�+X\�s a.? f t�pi6kl}14 ��qq�Prr y l 1.i �(�� '�� •�S {�i' x d���i . ��1�'}�u.s``i' it���t'`t�i`kro �,� t ?,s 4 a�'f.�ci��rd r ( i 1 7; t�� 4! Y�2 � fi, r( t, r � �, 4 �r�• �; t.,�. 'p9 „SS•t'� .�, 'w t �_ i i�� ''tier .s44*�(�'��a�'."��� t 'tee s �: t. ' !�'e•;� �.\. r 4 1 y ,.fit 1.5��,� S, :4 1 construction settlement. Naturally, watering would have to be coordinated so that hoses and water are not running down and disturbing the geotextile , lined cut slope lying above the advancing rockfill or that water trucks are not operating to close to the edge of the rockfill slope. . On completion of the rockfill, a one foot thick layer of bedding/filter " material should be placed on top of the rockfill to act as a backup filter' . layer below the overlying geotextile and geogrid reinforced compacted sand to be placed as shown in Figure 16. The filter layer should be designed to retain the sand in the event that the geotextile is damaged during A `^ construction. Therefore, the contract specifications should provide material gradation requirements for the sand and bedding/filter layer which _ have been evaluated by ' the designer and found to meet the well known and accepted filter criteria which can be found in the many references on geotechnical engineering. We can assist in developing these specifications and evaluating compatibility with filter criteria at the request of the iYf:; t Client. ' Discussions with the Client indicate the area lying to the south of the 2H:IV cut slope and beneath West High Street will also be undercut and backfilled with compacted sand to provide a more uniform subgrade for the new pavement. We agree with this concept and suggest that the undercut be lined with a nonwoven geotextile and sloped toward the rockfill buttress to , wx provide adequate drainage. As a minimum we would suggest that the undercut q.} `� g :•:, , ter and resulting compacted sand fill have a thickness of at least 2 feet in all areas beneath the street. The clean well graded sand should be placed in 8 inch lifts and should be heavily watered and well compacted with a vibratory roller to at least 70 :t4 k` :;. percent relative density per ASTM D 4253 and 4254. This work will have to be coordinated with the placement of the geogrid reinforcing in the zone of anchorage for the flexible retaining wall as has been previously discussed. " In the area lying immediately adjacent to the retaining wall, compaction with hand operated vibratory compactors is recommended. If desired, , recommendations relative to the new pavement section can be provided at the ` ' s Ai request of the Client. ?t $A 3 35 i} c .�. .1(' r .7r w��, i�i>:r� T'.�:d'; ."r\y°.A:,\ry• 1, . l 4 �. ,Y,•. NL' �.}'K� r`F�.3,fir Fp ) )%,l`t t'f�r i� !' r r„t t•�.t v } i L sr t7 �?'`���r� � H•�1+1"�^P j•.J�a ��.! J:�*rri tFd^c �'"ytA,`'� @t-c r2�b � ap. t + t 4'. r{i �� 4$' p��., .r�t rt P 'V�i1++(o?�`'7't C.$'{t .��t��4.:�i•t,�•r jt.r�E '>�• P 1} .,\ i": •r�3}\�'� � � -!, ,.�, . , ,��yx��`�h�� tzt''��'�,�� +�}�,,��}(�¢���;,}�.�4rL>{�> ;_������'�4tA��tbh���t 1:�,� z,��.ytR��� . •�. r 'k ��.t}�� a'rt�f i' ! ' ��'�f `'✓^.1� K a �i Ctl'S v. ��N }x'i�j. r t. �'•�� �. .ty'rd,3 tra P s �a,?f o;ti^n c u ('��y�� J. `,�1�?;..sf, r�'j s � /1 u�i �t,: ( y t tp fit` 'l t' {_t i+'"t ,! 1 tt�6'*\ x� rA tS E.'✓k p t ? ~ �; °t \5[ �t�i�S ^ El�✓s��t T. 7 ti�t. ;; 3.,. � A a •c : \ -,c r: t' 1,. 1. t ? s .'t�a� (f� ��i .14n�1.5M 4 ;a� .,,; t _ $t ',�y.'lt:t 14 t:r+ }!� ti. ,!...k 7 A,�� r'iysu 4�t �4 t IY��•.,r�.s _ > '4'. .. �" ,. '.t-., R•. ..r x e+�rra a 1?i24 �, Y!� ,� �` 7 } '�4( �t� t S n�# st����i `� i6 � � � .i +�'�t}: �i' r i # t�4 t' ' , '�'.�"•�!t'. . ,;' , Y' f { `� ii t` �' � T 911+'t�'�'`� '��^i�l• � S9 z r 71 2 ; N ") 7 . ( t � Y. 'ik , '�fi�tt SS••',,yygg,,,�, {`� ,x }t 31. ,+ d. �:•� '; 0�' t• �,`E ;�', "i 42���'f it.r A:. L 5. ��2 ryt.J r��' j iP `Uj CONCLUSIONS AND LIMITATIONS ,C Our evaluation of subsurface conditions was based on information °. obtained from test borings at specific locations and from laboratory testa hy, on recovered soil samples. The procedures used for exploration and ;' . •, laborator y testing are widely accepted and in general accordance with the requirements of the American Society for Testing and Materials (ASTM) .` Engineering analyses, and recommendations were based on the evaluation of subsurface conditions and generally accepted practices and principles of ,1 geotechnical engineering. Though accepted procedures and engineering practice were exercised in performing the requested services, we can offer no warranty that subsurface ' conditions will not vary from those encountered in the test borings. In ? fact, some variation is the rule rather than the exception in this geologic `r setting. The construction phase of this slope stabilization project will provide an additional opportunity to observe subsurface and foundation conditions as excavation and slope stabilization proceeds. We recommend that a geotechnical engineer be employed to assist the Client as required during ] the design stage; during the review of Contractor work plans and to monitor - ' appropriate phases of the slope stabilization work during construction. This investigation was conducted specifically for the West High Street ` .,,, Slope Stabilization Project in Jefferson City, Missouri as described herein. Should there be changes or future additions to the scope of this project we 'rr request the opportunity to review and evaluate the effects of these changes ` on geotechnical considerations. We would welcome the opportunity to answer F' any questions regarding our report, to review design plans and specifications or to provide additional assistance during construction. i: t Sincerely, 3 William A.Barrow, PE Geotechnical Engineer 1r .� litV070,1`jSTt a• �` +?I '(�rf,J, � �U u�r 'f.' ,f r B 72} s a t �t �. t2 x. �';,s 1!'�f"t71•, iS. � 1-,4- �{ �a •fJ ta,�is,��'x�r�r� '' .:» t a�f tik! a.5,'st:� ' y� �' Y4,���± ft ^' ,„.a Z4yrr1'9 g t' i,sr.f N �a. ? )F.. a ✓hs: 8, T n '1.t f ,: _ �--_-.__.� .. '� rt.r t ::�. \' V, •`iR v r.. ,«r.N r" },.... _.. •.rt . irmrnfi. . r