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HomeMy WebLinkAboutContract 2848703/2J./Oa r6: �1 FAX 8?1. _57�4 ---- CITY OI' �".0 V��I�tTH �j 00� F�������x March 21, 2403 Tp: ����i: SU�J��'�: Jo� �anisg�sa, Assl�tant City Manager City Manage�s O�Fic� David Creek, Senior Lands6ap� A�c�ifect Parks and Community Sewices Department I�re�cF� �,ake �onstrucfio[� C�n���c4s In order �o prace�d �s expediiiausly as pr��sible to� affe�t th� necessary emergency repai��, I request that your offic� sign the canstruc�ian ca�tracts in ad��nce of th� M&C award. �he M�C to award ��is contract was routed tc� the Budget ��Fic� and MaPch 'i7 and should be ih your office wi�hin the next seVeral days. If you ha�e any otheP questions �Iease da not H�sita#e ta call me a� x��4�. .L�i�.e�� �a�- . � � David Cree�t ' Parks and Com�rr��ity S�rvice� c: Cynthia �. Garcia, Law �epae�m�nt Ni4�ki Mc��roy, DOE M'i�e �icl�e. PACS� File _; �S��)� t�'�`1%f: G 1 �l, - � }4- ~ijFu �4�jLE � PA� �I�ED C01�9I�it��1'� �gR�JiCF� DF��Ri1V[E� �HE �17Y �P �OR'P �i]L1BTH � 4200 SOLTH �EEWAY, Su�rE ��44 9t F`pRT WORTH, T�x,+�s 76] 15-1499 s (Sl� �71-PARK * Fax ($Ii) 871-5724 � Pflnied an r2cYCi�� phDef F��,��. �ua� a;�sp� c�� a� ���r �o��r, ar.��.� ���cg �� n��x x�sA��T.��[t��r �.u���rnu� ��►. � ����au�a� �x, �a�� a Na�Q74fi P� 2 ������ Feb�l[. 20�3 ���8PM �,'�i'Y�tJl7�' �'(l�l�'X"t�V'��t'X"�, ']['�7�:�� ��CS Lt��E D�. REHAS�L,�.A.'�X(i�: Febru�iry 1 X, �aQ� No,07�fi P. 3 Bids ar'� t� be r���ivsd no l�t�r �i�n 1:�Q p.m_, Fr�d�.� �ebr�u� I4, 2U0� �t th� oi�'ices t�' �e City F�'ks s� �omm�cnity ��rvices $t TCrvvn C:en�r M�l, �2�30 �au�,h Fr�ewa�, 5ui�� 2200, ��t Wor��, 7�1I��1�99� '�he �i�owin� mQdi�.c�tia�s ar cl�ifiaatio�s �zav� b�en made tcs �k�� 2�ppropriate ssctYons oftla� sp�cifcativns �w� c�st�ct�nn �1�us a�d ar� s. p�tt aft� G�i�tra.� ��c�ame�ts. �idder s�i�1� ackno�cvl�dg� r�cezpt c��t� �.dt��n�iuzn in Pa� B�- �rop�o�, pa.�,� 8��.. F�il.�c to �.cicn�w�edg� rec�i�t o�`the adc�c�dum wila ��ult in r��tic�� o�Fbi�. 1. �'a�rt � -� Prt►posaa '.�'i� �r��tr�t t�m� s�i�.i� be 94 d��'s $� �ted i� Part ��� Frop�saJ. �. P�.pi }3 — Prop�s� � �zd �.tem N�. l 4"�mav�l arcd ��-i.�a�.ation/�,e�rl�cexn�nt of ��rrcr�e ��c��wa�' a�l �ad �tem �To,.15 "Removal �ad Repi�c��nez�t 4�' Can�t'.� �id�lk" ha.�� l�n added fio 1'a� B— Fmpo�� �. ..�axt � � �'rapos�l ' �nt�ty for bid item No, 8"�ai�f'qrc�d. �a�.cx� �c�r S�rv�c� �pillway" ha� l��en rnc�da�z�d from � CY to 18� �Y.. 4. Pa.r� �9. — �otic� To �iEdc��r� '1'he prc�j� i�escrigtipn i�x th� Natice t� Bidders �as �een modiii� ta irzdic.�te "r�ovi�g appraxunat�ely 1Q,QG� CY of �i1t froz� tY� lake �nd �au�i� it ��� � mi,�� t� a dispors�l. �ite.. 5, Pat� A-- Pdo1a[� T� Bit�de��c Added the sec�i�n "S�e�ial In�tcu�o�s To Bidde�r�°' ta t�te Canfi-�� Dr�cw��ents. 6. �'�� C � Gen���� Conditi�,�s . �1.dded "Part C— G�n�r� Ct�nditiorts" �nd `�'art Cl � Suppiement�r�+ - Gc�nc�itio�s ta Part C— Gen�ral C�ttditio�s" ta �he Contract �I�a�m,�nts. '�. par� 7� -- �p�1 C��di�io�s , Added °`Part l� — �peca� �t�n�ditions" and "Part DA -- Add�tiranal ,�pecial Cvnditic�ns°' in th� Ccmtr�.ct T�ac�tme�ts. �. �it� of'�vx� "i��r#�n �`t�r�srci ��r�it�cat� of Insvr�n�e Added the se�tfaz� `°City ofF�rt �orih ��d�rd C�riifica#� o�Insur�c�" to the ��o�.t�� Dc��uaa�nts_ �eb�ll. 2003 4:�8PM �0,4146 P. 4 �r� g�r� � -- ��n�s (�ifiy o�` �'�rC i�v�l�} 1 A��d "Par� .� — Bands (��ty ofFort Wortks)„ ta the Co�►�ra�t Dc�cu�e�n.ts Y Q, Fart � — �oHt�ra�t (�iiy af �'urt �orth) . Add�cl u�*ari G� Caz��ract (C€ty ��'Fart �Jo��" ta th� Gontx'�.� D��ra.�aents� T�el�ni��l �uecif�catio�,� 1�,� ,��'kian U2�'7�, �e�d3n� for �rusion �ontroi 1�e1�te "S�ction 02�70, �eeding �or Erosioz� Cantral" frorn t�e Conirac:t I�vcwn�ts, Y2. �eeti4n 0��3U, �eedi�g A.dd "S�atic�n ��9�br �ee�ing;' ia t�►� �antr�ct ]�ou�m�n�ts.. 13. ��ction �i�20, CaQt�r�� �n.� ���lants �c1d "�e�.an 09920, Caulftiag anc� S�alan.t�" 1�a ��h� Ca�nt� ri�c�.ments.. f4. �ec#xon ���D�, �as�i� Ft�c+� Caz�c�ete Re�i�e ��x�n 1.U� � i,�u�ity Assru�nce, Para�raph F.� c. as indi��t�d xz� th� Contrac� �cume�#�.. �t.evise �Ctaan 3. i7 � V�rtxcal ��rfac� F�nisbes, Paragr�ph �, �ixu5lt �chedule �s ind�cat�d. ix� t1Y� �o�rac� l�ocume�ts.. R�vise S�ki�n 3.�1 � A1�.rn�ine�m csr �ate�X in �ntac�k Witi► vr �mb�d� in Cn�te, F�r�rap� � a� �x�dicat�[ i�t t�� Co�r�ct I3+n�rr�men�s.. C�gstxu�an 1'l��s 15� A.�dtt�rl Caver Sh��t t,� the Cani�aci i�ci�ent�., - �.5. Ac�ded No�e 1�r►d �ta�e � tp Sb�t 1— Lt�ca�i.crn li�a.p., 17.. Added ``Fe$k Lake ���vatian '�abf�' a�d Nate to �he�t 4— Ty�ical 5ectican�, �ipstre�m Caf�e�cc�an� �e�io�, Cty��. 18 Add� 1'�ote rega�rdi� �ing a formli�er �Z�nish tc� t�r�a vert;�caL wa1��, �� �he stilli�,g b�i�t to �he� 6—�h�li�� �asin YY� an€� Fle�vatian, �lan Vi�w ��, �ded gal��d �t�l tr�sh �ack ta i.sat�� ��ixuct�are as sh�rw�n r�n S�� T-- Int�ice St�cture — $ectians �nd �et�.. 20 R�ewi�ed cona'�� �id�alk d�tails as ahawr� can �hee� 7—��t�� Stntc�r� — ��ions a.�n� ��ta�ls.. Feb,11, 2003 �:58P� �0,0746 P. 6 �;l�rf�e�.ti��s - 23 . T�.� 3.V�'1WB�E �aquireraent w�ll l�e w�iv�l ft�r �the pr�j�t. , �2.. '1'�e City wil� be re�gc�nsible for ait. conr��te au�� eartkrwnrk testin,g e�xcept far �e�ting the aff`sil� soil baxrow far aamaminan�s �s indicat�d i� Speci�G�,tioz� � �ectio� 02257 — O��.te S(�i} �c��nrow �3.. The City wi�l b� raspon�ib�e #'vr p�fQrmin� cansh�ction at�€�ng and , ����'ap�c w�rk fc►� c��ter'�nu�aing �rthwork q�irtities, i � d i;l Fe�.13� �Q43 3,66PM � � �I ,� �ITY (�F �'�RT �URT'1�l,, TE�f4,� �'�NCH LAT� D� REAA►�1LIT'�17�Pfi A1��E�DU� 1lTQ. � F��xtU.�RY 13, 21?4� No.0754 R� 2 I�� ,�.�r��� Feb.l7, 2003 1i:04A� �iTit QF F+�i�T'F;'��iRTH, 3`E��� F�Et�+TC� Lr�+ DA� I��iLTI`.�iTI�1R1� ADD�I�iDiJll�Ili�� � 4 �fi � FF�3�U�Y 1'�, �p03 � , 0 No.D371 P• 2/9 �� ���y.��� Feb.l7, 2003 11,QdAM �ITY QF F�.I�tT �£�RTH, TE�� ���tc� r� n�n� ��u,rr.��rQ� r����,y ��, �o�� Na.ql71 P. 3/9 Bids �.re � he rec�iv�r� r�o la%r than �� 00 p.xn,,'Vlxednesday Feb�uary 1S►, �OQ� �:k th�e o#��ces af the �Cit�r P�'�s a�d Commun�iy �ervices at T�w� �enter 1VJ.a11, 42UQ �outh Fre�w�.y, �uit� 2�00, For� W'vr�, 76� 1��1499 The fvllawi�g �ntadifi�a�ior�s or clarifications have b�n �nad� ta tbe appropri�,te se�inns n�'t�e s��cifica.tions �r�d cansi�r�zc�ic�n �l�ns �nd are a part o£�he Ca�� I)acume�ts_ �idde� s�ail a�kttc�wIed�� rece�pt a� A,dden�um 1Vc�, 3 i�t Qart �— Pr��sa], �ag� �oS.. F�ilr��e to ac�knawlec�ge rec�ipt c+� t.�e �.c��[e�dttm will result ir� z�je�tion df biti.. 1., �'art B — Prop�s�l D�l�te Bi� item Nv.. �4 — O�site Sail Ba�row For Dir+er�ic�n �o�rd�m�s 2. P�rt � — Pro�ose�l Add Bf� It�m No_ 4, Seedxng 3 _ �art B -� Prt��s�l �3id Item No. x 5— ltem.o�a1 �.n� ��pla�sm�x s�f Concr�e 5idewa��C, �'he qu�ntity has bee�n �h�+�1 fi+�tn a iump sum (1 L�) tv a s��r� �otag� �y�a ��). 4., p�,rt B — Prqp��l Bid It�m. No_ 16 —�ack�ill of T$mparary T)iversio� Ci�annel ir� Eme��n�y �: Spiliway_ Th� tztic ��the �id item ha.s been c��t�ged ta "Ba�k��l of 'T��rtpor�cy Divers�azt C�nrtel ir� Emer�ency �pillway ��sl Fi11 Sta�e Are�a.". T#te quarnity afBid T#e�No.. i6 h�� b�en �hat��. frafn 1,35Q ��'to� 7,800 CY, 5. Part B -- propc��a1 . Altern�t� �ii+d Xtem. I�l'p.. � 9— Ra,ise Er�ergency Spillw�y h�as 6�e�r. del�t�d from . th� �1#ern�ate 6id ite�s �ad adde{d to #lt� base bid as Bid Iiem No. 17 �. P� B — P�p�sal Alt�rna,t� Bid �t�m �a_ �0 -- �,�wor� �t.�ne'�ial1� at P�estzia�n Bridg� has be�n de1�� �`xom the alte�ate bid items an�d added ta the b�� 6id a� Bid �tem No_ 1 �. 7, �art � — Praposal A�te�rnate Bid �t�m No. � i— 2' I�i�h. Ct��crete Parapet W�ll h�s b�n �h�r�ed to ,Altern�te Bi�. Item �fc�. 19.. �eb.17� 2003 ���2P� �iT'�' �F FQRT �V��TF� '��A,� x�r�c� � na� �a�rLrr�►�rra� ���+.l�DU1�.1�C1. 4 F�.BRi1ARY 17, �003 � i � No,078� P, 2/�0 .� 1�� � a Pi. �' � `� .�i � `s� feb�17. �003 �:62PM CITi' UF Ia'QRT'Qi�U�,'�, T.��►� �'�l�Cl� Lr�E D�i+I R`EHAg�L7'[',A►��fl1� F�br�ary 19, �UO3 ��.0785 P• 3/1D �3ids ane ta be rec�it�ed no Ia.tex thsn 2�00 p,m,, Wec��sd�,y �'ebruary 19, 20�3 at �e officea of t�he City p�f�s �d Cornmxnity ��rvic�s at Taw� �enter .M�31, A�200 �ou�t�i Fre�ways �uite ��44, �'ort IWortb, 7b11 S-� 49� The followin� modi�ica�kir�ns c�r �l�cations �ve been made to the appt�t�p�i�t� s�ctians t�f'the specific�tio�s an�d construc�ion p�a�s and � a p� t�i'the Cnn�ract Docu.rneYtt�, Badder sl�all acl�wledg� �eceip� df Adde�d�,irn No. 4 in Pa�t S�- Propt�s�t, �a�;� �o�. F�ilure tv ��nowl�cfg� receipi r�f ths �ddendu�m wxll r�sult �n. rejectian oflaid. 1. In PART S— P1�U�'()�AL, pag� ��5 ju�i be�s�re "�.espect�ixlfy su�mi�t�d", add Addendum Nv. � iD $I'1� I18� �O U8 8,C�37i}W1��P„C�. ��/ tFE� �31C1#���. 2, Jn �I'��I,AL INSTRiJC'I'�C�NS T(] BITID�R�, Itam 2.. l�� pa�'�gt�p�t, �hange �1ais �xaragrsph ta r�a.d as fbliows: "A1I �ont�ra�ts s�afl require � maiz�tenance bond in the a�nou�� p�'f�te ori�'rna! cont�' aim�u�it t� g�'�#ee tl�e wvrk fbr a period of twq (�) Y��rs aft�r tk� d�te �f acceptanc� af the project fr�m t���'�ts in workm�nsfiip a�dl�r m�.�eria� ". 3. In. 5�'�CiAL iN�TRUCT�QN� Ta �IlI�b�R�, St� 9�. Add t�� Archit�ctlEn�i.ne�x ta the Ii�st of'�di#�nnal endar�ees. 4 In SP�CTA� LI�[STRUCTI�N� �'Q BII��.�S — Delete tfi� 200� A,CxC North Tex� �o�st�u�tio� .industry W�ge �w-vey Tabl� �nd rep�a.ce it with the Pr��i�in� OVsga R.$t� �ar �QQQ �l�ov►m an p�e ��mS3 afPaYt D— Sp�cial �a���trons. 5. Addendurri No. 1, rtem 21. TJ�e�ete �h�s It�m e�tiraly.- 6. �ART �- G�1�TE1tAL CONDITIQI�S, �ectiidn C3�3 .2 Mi�ority Bu�in�ss Enterp�z�e/�T�ym�n H�i�rass En#e��se C�mpliance. Add t.�e A,tt�h�d 5�'��IAL �.NSTRLT�TIQ�� FOI� Z3IDDERS- Minority attc� 'VVom� Susine,�s Er�t�xprise ���r�t��tfcans �n�iuding Attacl�ne�►ts 1 A,X� and 1� 1Gs� thiis Se,�ti�n. Nate th� 11+iBEl�iBE �oa� on t�h.is pro}ect i8 1� pey`�e�t, 7_ E,�c�pt f�r t�e ��le an �a�e SC-5� Delete Part �'3 a�nd DA . ,- ,; .�eb�11. 20D3 5;52PM f � , a���i���ica�v ca� �r���v �i� �i ��rt'���% •- ;' F` �_ � 1:. l�'tn��i€y �h� �N�r��� 4���1i��� �fl$��;1�� ,��i��l���'���i''.�'�1 h� � / � � �� � �3�� � � ia� � t�-ti I¢i�J � / 4 � �d ����1�4i� �t��i��l��t��;;3 r� r L�� 1 i'�1 3 0 8 - �-- 3 08 � l <; I 'I � � � .I, � ,� � u�,ols� p. �iia � P�oLIGY �i'���T tt i� ii�e poiicy of tne C�ty r�F �Qrt Wor4h ta en�u� t�a #u11$nd e4u'�ts�ta parti�ipa�on t�y Afi�r�rityf�amsR Busines� �nterprl�e� �MlWBEj irt rhe pracure�nent saf aN �cf� �nd sarvie�s to �he City on a cart�actual bas�_ Tha objec�ve c�` t�te Fa1ic}r €� to tncr�a� th� use of MNUBE flrms ta a levet cnm�arable tio the $�il��il3�r of M1W ��s tttat provicla goods �r�d seru�s dire�ctiy +�r ir�dira�tty tn th� City. Atl r�quiremer�ts and r�gula�ions stated ir� thc �it�s �urrerrt Mir�ority and Warnen �usi�ess Enterpr�se �r�di��n� aP1�Y tn � hi�.. �llwd9��4E F�t���� ���5 r The Ciq�s M�EIW�I� goal on fhis project is i� 9� af the riase 6id ualu� e�ir ttte ccar�trasst �,�i�� T�] B�� ���CI'����IQf�� �n City ct7nhacts of $2S,U00 ar r�eTe, bidtl�Ps are requira� fio s.c�mply with tri� inb�nt a� the City�s MIWB� ordlnenc:� 6y eiktter �f the fali�viru�. '�. �Y9�°L �9P �35��1 th6 �bi9Y� Sfal� AAI��� $B�i, ar, $. C,yObCi ��1 �f�@i� d��11i11�11fA#iDB� �i°� 3.. i�(�IV�i �4Cu1ri6AIit2#iol�b .�?������. d� ������� ���e��������, [he apPlicabfe d4�ument� r�r 6e received f�y the Mart�ging �ep�ent, Hri#hin dt� fnllowing bmes ellcsc�#ad� in c�rd� for t�� �r�tire bid to 6� ccr+sidere�f resportsive to thQ �pp�iff�a�ion6_ 4.. MlW�E Ud1i�a�on ��r�rt, if yost i� re�ei aP easQeeded_ Z. �ocyd ��ith �ffart Form �rtd M1W8� U��ation �4rm, if partici�tian is fess the�l sf�d gn�i� 8. Csond �aiih �fSort Fom'+ iE nc pardcipatior�: 4�, Prirr�� Cdr��actnr Waiver Farrn� reC�irr�d pY r;0� p.ttr., iiv� (�i �iky �u�ln��c c�y� �;i��g � krid o�'1111� d�, a1CGll�B�tl� � th� bid q�pe111q� ��t�. re�essi�red b� �:�� p.rn., iivp (�} +�� bu�in�s� +�ps af�eP kh� a1� apenlrtg rimf�, exel�eive og Eh� bfd a�r�i�� d��. i �ceiv9d t1y �:�i� p.m., t1Y� (�� �ity bu�ins�� d�y� af%r the �i� a�p�nutg date, �x�ctusive �f tne bi� �}��r�is� e�ie. r��ei�d by 5:�0 p.�t�., five (5�� �ity I�w�1r�e�s t��ys arli�r tFy� bid opaamn� date, axclusiv� �F tls� bF�i op�aning dat�. � ��i�'� C�DMI�A?-�1�'i�'f��� .. :�"' `��i�'4�li� �'`� ;-�'S��L'LR �'' 1"i`��I� :��. ��:�.���, � �����:��� M�� ����.���� ::�=,����s��� '°����;��_��� ��r��z�..t � , -- - - - — - - Anp queak�ona, pl�rts� c�nta�! tF►� ih�hA��E QfFi� a! (�9�) SY�9�G�104. � � � � �tev Gl19lo� � l, SPECIFICATIONS AND CONTRACT DOCUMENTS FQR FE?�NCf� �4K� bAf� ��'�I��1�Ii�TI�11� PR�JECT N0. C188I0801887pQa20 GARY JACKSON CITY MANAGER A. �OUGLAS RADEN�AKER, P.E. ❑IRECTOR DEPARTMENT OF ENGINEERING ROBERT D. GOODE, P.E. � DIRECT�R DEPARTMENT 4F TRANSPORTATION AND PUBLIC WORKS February 2003 �� FREESE � NICHOLS 4Q55 INTERNATIONAL PLAZA, SUITE 20Q FORT VIIORTH, TEXAS 761 �9-4895 48�7} 73�-730D KENNETH BARR MAYOR DALE A. FISSELER, P.E. DIRECT�R WATER DEPARTMENT ���.���� ������� ;,� .�.... .,:. ti� r,;' � cyzs ��� : � �� c-:; =t,� t �; �r_d,.- � t � t•� �` f�?r�i 1Y;.y ��t����'.�, ���`��'�,;A"� -�e;. � o ��'�d F&N No. FPS024$9 �I'�"�' (3F FQR`E" V4'�1tTlJ, 'I"i,7�1�,� �{'R�FtiC'F� LAK� D!�.M �['aII�LB�G�T.�T��N ��f)I:NDl:11�i lti'O, 1 I��:I31�U111�1' � l, �[lll� I', � � ?J . � � � � r� w'ti � �� �� � -/1� 0 � �_r .� 1� — crr�t �r r�r�T v��.���, •r�x�.� ���v�:�i �,�r�� ��.� �L�:����i�.��r�c��v Teb3'l��ry� I l, ��]03 Bi�s are to [�e rccc€vect rto l�'k�Cf ��3r�i1 €:3� ��,n�., �'rwday l�cb�uary !�, �Q�3 at a.i�e ���tces a� t}ke C:ity F'arks ard Cc�iY�E�turiity S��vic�� a� �"ou��« �~�n�er Ma�l, �?!�� 3ot�tii l;reeu+a}�, Su�le �'?{)[�, l�c�rt V4'o��t��, 7b 1!�� I 499. 'I'li� fo�lo�ui�� �tc�d�li��tio��s or �l�ri�c�t�iorrs ttia�ve be��r Err�tdc tc� �h� a�}�ropria�e s�cti�ns �f t�3c spe�:i ticatic�n� �r�� c��t�kruCkic}r� pl�irs at�d ar� a ps��-k c�f #�e �or�tract �oc«men�s, ]3id�E�f sl��ll ackr�ow�erl�c recei�t ot' �E}� aci�len�ELan3 �r� P{�rt �3 — P.ro�,c�sal, pa�e B-5, i�ai�ure �� acknuwledge rec�ipt��'t�e �dden�iu� +�viCl ecsk�tt i� rejeciicr�r uf'1��c3_ P�rE B—�ra�os�tl T�l� (;{)il#3-AG'� [lf13C 5Y1��1 I7� �O [�itys �s s#a�et4 ii� Part 13 — t'ropos�� �. F�xr� B — Prr�ixuss�l �C3id T#ci�i i��n, j4 "��Il]�Vclt iif3L� �t—IT15��1�E�#.lOiIII�L�}I�C�Iti�li}, ��C�Oi7C1-�tC �idek�alk" {IIlC� B1C� I.�4121 .�0. � �3 ���tenioval ar�� �te�Ea��r��enc o�Garicrete ��rie��+alk" Ir���e heett �dcled #o I'a� 13 � Pr�}���s��, �. Pa�-� I3 — Py�o�xns:�l �L�ai�#t�y Fc�r bid iiem �10, 8`'l��it�fofcerl Corrc;r��e �o� Servicc SpilJw��+" has �ee� mc�c� Et�ed �rorr� � ��' to � �� C:�f . �4. �':t�-i A — I�°rrtice `�'o Bid�crs TIY� ��c}je�l d�scR'f�#io�� i�i the I�o�ice ic� ��d��rs lias been inod�i�ei� �c� i�ldGuat� ;`r�rr�ovon�; approxi�rta���y i D,00� �Y cxi�siE� �'rom #ix� l��tEce �r�c� �ia��in� �t'1� �Sr mEl� to a drsp�s�1 site. �. Pa rt r� ,�a�ice T�r Bid�ers flcl�e�i t11� �ectior� "Sp�cial �t�sfr���ti�rts Tcr �idder�'p t� tfre C����trac� �t���m�n�s. 6. P��rt �' — �ener:kl C'o�ditiot�s Ac�d�;�1 "�'��l � -- Ceneral �o�rditi�ns" �ncf "Part �l — ��applar�ie��t�ry �����litions #a 1'art � Cs��Ye�'sx1 �{��cli#ic�r�s" �o tl�� �ou�r��k l�ocur���nts. 7. P��rk �, ��c�i��l �oi�diEio«s �li��e�l "Pa�t � — 5��:�:iHE �t�nd��io�is" �nd `'Y2�rt ��— Addixic���l �pet�ia� ��ncli�io��" ta tl�e �ottit���tc� �1r��uments, !3. �it}� �f Fa�•t 'W�r#h ���t��d��r�i C'c��tifics�tc of J nsetr�tr�ee .�ldile,f tire section "�ity of l'�ort 1Not��lY ��1nclard C�r#��rc��e ��'ir�s�ra�tce" t� tE�e C`ontracc f�o�um����s. �. �'� r-t �' — B€,��ds (C;it�' a�' j�"ori V4�'or#k�) Ac3ciec! "Parr F— Dat��� {�.ity o�`T'ort Wortl�}„ to �he Ct�n��•dc:i D�'wcu�Yti�:nts. ��. P��•� G— Contrac# (�i#y of r{'or-t �'Vo�•Eh} Ackc�ed "l�art C� —�:c3�Y�ra�.� ��ily ��f Fc���t VIF«rk�ti�" ��r ���e C�ontrac� Dacui�re�rt�, Tecl� s� ical �eci�cfstions I �. Src�ior� 022711, ���drn� �or l:�rosion �ont�nl Dcic�te "Sectior� (}�?7U, See�in�; for Ervs4�� ���t�al" �'r��m �l�� Ccriltfac# f�cxc�k�rren��, 1�. �C�tic}�t �293U, See[lia�� �i�d "S�c�io€� (�?�3�], �eedRri�" tr� t��e �:�n�r��i �?�cuments. �3. *�'ec#io� U7���, C��Lk.i�rg �rr�c� S�al�tits Add " S�ctian �79?0, C.'a����C�ng artd S�:�ar�ts" to �C�e �antr�tct ,�nc�3���r�#s, 1 �. Sc�tion �33[�0, C�s[-ir���'i�ce �a�rrr�Ee R�vt�� �eciion 1.�? —�ti�l��y Assuex��c�, Pa������h �, �,� �s indi�at�d in t�e Contract i�o�t�r�t�n��, �e�ise Secttoit :w.17 —�ertGc�� St�r��c� F'�atisl�es, P�t't�gr�pl� C, Firris�i S��Yedule a� ���d�cater� in ���� �oni�-act �E�ac�n-ner�ts. Re�ise ����ion :�,2� — A�urrkir�u�7� �}r Stee€ iR� �c�n���t V4'illt cxr E�yibe��ed �i1 �'o��cre��, Paragra}�f�.}3 �s indicatcd in #h� �ontract l�o���mer�ts, ��n.�tr���c•#aun Pl�j�� 1�, l�dded �;over S€�cet tu #E3c �c�n�ta�t Dt�c�n�en�s. j6. Adc��d N�te 1�n�i I�lote � t� ��i�et I Locatio�7 1v�a�- 17_ A�dec� "P�ak La�:e �.�levation 'I"abl�" 811C� ���C t0 ��7CCi �- I��LGB� S�G�i�175, ���strea�t� C'cxt�'erd�rrE �e�tiaii �tY�}. � 8, �id�ie�i I�lo[� ra�ardiii,� �sii�� a Faer�li�er f nish �o tlie v�rtica[ waEl� o� the Stll�ll�� �}�Slli �C? S�1C�t C] - Sil�llit� �`�Y�'lll P�`�i17 �i7[� F3E,`Yi{LiC?flr P��n 1��eu��. 19. .Addi:d ��1vaE�az�d steel t��slY r�ck to i�}iahe stn.rc�.u�e as s���wa� aii �l�eel 7— in#alc� S�ruc�ure ^ Sectiar�s and l�c�aE1s_ ?�. Rc�vise� caircrete sid����'►]� cEe�ai�s as s3�awn ort ��1e�t 7—l�rta�Ce �t�uu�ur�— 5ectfons ar�� .�?e�ai��, C;I�� r•i �i[`��tiCMn+; 2l Th� ,�i�'iIV1��� fC{�U�fC17kCl7t ��'I�� �J� WBiVE� f�f t�l� �}�OJC�� ?�_ 'I'he �ity v��il� be re�}���sible far �I� �on�e�t� {�tn� e�rtf�w��`k �:e�iin� e�c�ep! ��or lescE�tg �lie of�'site soit borrow #of cantamij�ants as i��dEcated in �p���fica#io�r Secli�n ����7 -- (�f'fsite S�il Bprrow 23. Tltie �ity wiI] be responsible F�r �crfo�Eiiing ��nstr�ac�.io� stalsir�g an�i top��r�tphi�: ��v�rk l�or de�errnir�i��g essr�f�x��r�C qt���ttitii�es. TABLE OF C�NTENTS 1. z. �. A�. 5. 6. 7. 8. 9. 10 11 12. 'f 3. Natice fo Bidders S�ecial Instructians to Contractor Pa�t B — Proposa! Part C- General Condifiions (City of Fort Worth) Par� C1 — Su�pl�mentary Conditions to Par� C— Gene�al Conditions Part D - Special Conditions Par� DA — Additiflnal 5pecial Conditions Part E- Material and Constr�action Specificat�ons City of Fort Worth Standard Certificate af Insurance Contractor Compliance W'rth Warker's Compensatian Law Par� F- Bonds (City of For� Worth): a. Payment Band b. Performance Bond c. Maintenance Bond Part G- Contract (City of Fort Worth) Part H — Construction Plans ���� � IV�T��E T� BI�I�E�S NQiIC� �°O �I����S Seaied proposals, addressed to t�e City ofi Fort Worth, Texas for: ���,r;•� ����:�������Y����.��I��_E��[it�r����it�ha� consists of Q�M:�`�ITI��1 AE�Ii� 1���°�1�VAL OF ������1�1� �`�«�Y�y�"� ���T�;�� �7'�U�T�U�E; ��-E��I� �I�TL�� PIP� ��iD lv�A�S�hiA�� STILLIE�� B��Si� AN�] T�k� k�����1�TRU��`1��7 �� A f��1N �2' B1' ��° R�i���F�C�CD �OhJ�RETE If��TAF:� ���UCTUF�� !��lD A N�V+! �'8�1�'RE[�1��ftC�i� �D�lRCTE �U7��i ���DLiIT ,�ND A �IE1?�! E��11�FDRC�D ��f��R��� ��'I�LIN� B�1�Ih�_ ������DA��S T� l��t_A�i'�� THE ��.ITLGT �TRI�CTi��� �lll�l� S� TH� �[3i�'fRA�T�RS F�E�P��l�IBkl�I'fY T�-I� Pi���}E�T IN1�.L i�.L�Q �ALL F�E� R�fu��IliN� Pti�PF��Xi�I�TE.L�' �C�,�C�� �1� Q� �I�T Ff���f�� TH� �A�C� �If�D �IPtiiJLtEV� IT '4J� i�1kL� T� A DE�P���� �.IT�. in accordance wi#h the plar�s, specifications and contract documents; wiil be recei�ed at ihe office of the Parks and Community 5ervices at Tawn C�r�ter Mall, 4200 So�th Freeway, Suite.2200, Fort Warth unfil 1,30 p.m, on �r�da ,�ebrvary '9�, �003, and then publicfy apened and read. Ar�y bi�i rece�ved atter c�os[ng time will be returned urtopened. A pre-bid meetir�g is scheduled for �;30 p.m. IllfondaY,�ebruara 3�003 ar�d wifl be cor�ducted by the City. The location o{the meeting will be at�he project location — 42D0 Misty Meadow @ Lemonwood (mapsco 1 O3F); a{�err�ate site for inciement weather w�l[ be the Southwesf Cammunity Center af 6300 Welch, Fort Worth TX. A bid bo�d in the amount of 5°10 of the highest amaunt bid must accompany each proposal. Failure to pravide the bid bond will constitute a non-responsive praposai which will not be considered. �'ailure ta pro�ide required performance and payment bonds for contracts over $2�,OOD.Oa will result in forteiture of the 5% bid bor�d fo the City as I�qu�dated dam�ges. The bidder is her�by notified that the owner has ascertained the wage rates which prevail in fhe localiiy in which this wnrk is to be done and that such wa�e scale is set out in the contrac# documents abtainable at the affice of the City Engineer and the Contractar shall �ay not I�ss tha� the wage rates so shown for each craft or type of "laborer," ' workman," or "mechanic" employed on this project. The contractor should inspect the site prior to preparing his bid to become aware of all observable site cond�tions. The �ngmeer has prov�ded an estimate o� the fill requ�red to construct an upstream and dawnstream cofferdam. TF�ese quantities are snown in the proposaE. The crest ele�ation of the upstream cofferdam that carresponds with the quantity of fill in the proposal item is Elevation 798.0 feet ms�: The corresponding elevation of the downstream co�'e�dam is 794.0 feet msl. The Engineer has prepared estimates af the lake level for storms of various freq�aencies for ihe Contractar's use in determining the elevatian af the cofferdams that he may use. It should be noted that all ris�cs associated with filooding af.the construc#ion site far the duratian of the project is the Contractor`s respor�sib�lity. Four bor�holes were drilled along the darn to investigate the failure af the existing outlet pipe. The logs of these bat-e hofes are ava�labfe for review. The bore holes s}�ow the water level near the outlet pipe to be a coupfe of fieet above the inver� af tF�e new pipe outlet thus som� ar all of the required outl�t excavations may requir� control of water during construction. The Ci#y reserves the right to.re�ect any or all bids, to waive irregularities and to acc�pt th� bid which, En the City s opinion, seems mosf advantageaus ta tF�e City and in the best interest of the public. SPECIAL I�ISTRUCTION T� BiDDERS 1. �ID �l��Ll�liY: Cashier's check ar an acceptable bidder'S bond payable to the City of Fort Worth, in an amount of nat iess than fiEve (�°/n) per cent of the totai of the bid s��mitted must accompany fhe bid, and is subjec� to fnrfeit in tF�e ev�nt the suceessful bidder fails ta execu�e the contract documents wifhin ten t1 D) days after the contract F�as �een awarded. To be an acceptabl� surety on t�e bond, (1 } the name ofi the surety sha11 �e in�lud�d on the cu�renf U.S. Treasury, or (2) the surefy must have capifial and surplus equal to ten times tne fimit of the bond. The surefy m�s� be I�censed to do business in the state ofi Texas, The amour�i of the bond shall not exceed the amaunt shown Qn tt�e treasury list or one-tenth (1110) tk�e tofa! capital and surprus. 2. �AYMENT. P�R�ORIU�AiVC� Q►ND IV�AIN��hlANC� �ONDS: The successful bidder entering info a cantracf for the work will be required to give the City surety in a sum equaC to the amount ot the cor�tract awarded. In this connection, the successfu{ bidder shall be required to furnish a performance bon� and a payment bor�d, both in a sum equal to the amount af the contract awarded. The form of the bond shall be as t�erein provided and the surety shall be acceptable to the City. All bonds- furnished l�ereunder sY�all meet tne requirements ofi Chapter 2253, T�xas Government Code. In order for a surety to be acceptable tn the City, the surety must (1) hold a certificate of authority from t�e Untied States secretary of the treasury to quafify as a surety an abfigations permitted or required und�r federal 1aw; ar (2) ha�e obtained reinsuranc� for any liability in excess of $10D,OOD from a reinsurer thai is authorized and admitted as a reinsurer in the state of Texas and is the holder of a certif�cate of authority from the Unt�ed Sta#es secretary of the treasury to qualify as a surety on obfigations permitted or required under federal law. Satisfactory proofi of any such reinsurance shal! be pravided to the Cifiy �por� request. The City, in its soie discretion, will determine the adequacy of the proof required herein. The City wili accept no sureties wha are ir� default or delinquent on any bonds or who ha�e an interest in any lifiigat�on against ihe City. Should any surety on the contract be determ�ned unsatisfiactory at any time- by the City, n�tice will be given to the contractor to that effect and t�e contractor shall imme�iately provide a new surety satisfactory�to the City. If the contract amount is in excess of $25,D00, a Paymenf Bond shall be executed, in the amoun� of the contract, so�ely far the pratection of all claimanis supplying labor and maierials E� the prosecution of the work. lf the contracf amount is in excess af $100,D�0, a Performance Bond shail be ex�cute�, in the amouni of the contract conditioned on the faithful pertormance of the contract docum�nts. Fori Worth. wark in accordance with the p�ans, speci�ications, and Said bar�d sha�l solely b� for �he protectian of fi�e City of All contracts shal[ require a maintenance bond in the amaunt of twenty-five percent (25%) of the original contract amount to guarant�e tne work for a period of twa (2} years affer the �afe of acceptance nfi the project from defects in workmanship andlar ma�erial. 3. �IQUI�AT�� ��4N�A��S: The Contractar's atfention is calfed to Part �, ffem 8, �aragraph 8.6, of the "General Provisions° of the Standard Specifications for Consfruction of the Gi�ty of Fort Worth, Texas, concerning liquidated damages for late campletian of projects. 4. E#MBI�UI�"Y: ln case of ambiguity or lack of clearness in stating priees in the pro�aosal, the City reserves #he right to adopt the mosi advantageous construc#ion t�ereof to the City or to reject the propnsa�. 5. �IV[PLOYlV��NT: AIE bidders will be re�uired to comply with CEty OrdEnance No. ?278 as amended by City Ordinance No. 740Q (For� Worth City Code Sectian,13-A-21 through 13�a-29} prahibiting discrimination in employment practices. 6. VI��G� RAi�S: S�ction 8.8 of the Standar� Specifications for Street and Storm Drain Co�struction is deleted and replaced with the following: (a) The contractor shall campEy with all requirements of Chapter 2258, Texas Gov�rnment Code, including the payment of not less ihan the rates r�eierrnined by the City Council of the Ci�y of For� Worth ta be the prevailing wage rates i� accordance with Chapter 2258, Texas Government Cod�. Such �revailing wage rates are inc[uded ir� these contract documenfs. (b) T�e contractor shall, for a period af three (3) years foifowing the da#e of acceptance of the work, main#ain r�cords that show {i) th� name and occupation of each worker employed by the contractar in ��e construc#ian of the work provic�ed for in this contract; ar�d (ii) the actual per diem wages pai� to each warker. These records sha11 be open at all reasona�le hours for inspection by the City. Th� �aro�isior�s of the special provision titled "Right to Audit" pertain ta tnis inspection. (c) The contraetor shall include in its subcontracts andlar shall otherwise require all o� its subcontractors ia comply with paragraphs (a) and (b} above. (d) With eac� partial payment estimate or pay�oEl period, whiche�er is less, an affidavit stating that the cantractor has complied with t�e requirements afi Chapter 2258, Texas Government Code. (e) T�e cantractor shafl post fhe prevailing wage rates in a conspicuous place �t the sit� of the praject at all fimes. Section 8.9 of the Stan�ard Speci�ca#ions for Stree� and Storm Drain Construction is hereby deleted. 7. �l�lANCI�►L Si�►�'�M�N�: A current certified financial statement may be . r�quired by the Department of Engineer�ng if required for use by the CITY OF FORT WORTH in determining tF�e successfu) bidder. This statement, i� re�uired, is to be prepare� by an independent Public Accauntant hol�i�g a valid permit issued by an appropriate State L,icensing Agency, 8. INSlI�ANC�: Within t�n (1�) days of receipt of notice of awarcf o# contraci, the Contractor must provide, aiong with executed con�ract documents and appropri�te bonds, proof of insurance for Worker's Compensation and Comprehensive General Liability �Bodily Injury-$250,000 each person, $500,000 each occurrence; Praperty Damage -$3Q0,000 each occurrence). The City reserv�s the right to req�est any other insu�ance coverages as may be required by each individual praject. 9. �,DDIi[OfV�►L INSURA�C� R�QU1R�1!l�Eh1iS: a. The Ciiy, its officers, employees and servants shall be endorsed as an �dditional insured on Contracta�'s insurance pnlicies excepting em�loyer's liability insurance co�erage under Contractor's workers' comper�sation insc�rance policy. b. Gertificates of insurartce shall be delivered to #he City of Fort Worth, contract administrator in the respective department es specified in the bid documents, 100Q Throckmorton Sfreef, Fort Worth, TX 76.102, prior io commencement of work on the contracted project. c. Any failure on pa�t of the City to request requFred insurance documentation shall not constitute a waiver of t�e insurance requirements specified he�ein. d. Each ir�surance policy shal[ be endorsed to pravide th� City a minimum thirty days notice of canceltation, nan-renewal, andlor material change in policy terms or co�erage. A ten days notice shafl be acceptable in the e�ent of non-payment of premium. e. Insurers must be autharized �o da business in the State af Texas and ha�e a current A.M. Best rating of A: Vlf or equival�nt measure of financial strengtl� and solvency_ f. Ded�ctible limits, or self-funded r�tention limits, on each policy must noi exceed $�D,OD0.00 per occurrence unless otherwis� approved by the City. g. Other tf�an worker's compensatior� insurance, in fieu of traditional insurance, City may cansider afternative coverage or risk treatment m�asures through insurance pools ar risk retention groups. The City must apprave in vvriting any alternative coverage. h. VIlorkers' compensaiion insurance �alicy�s} cavering empEayees empiayed on the project shall be endorsed with a wai�er of subrogation providing rights af recovery in fiavor af the City. i. City shall nat be responsik�ie �or the direct paymer�t of insurance premium costs �or contractor's insurance. j. Contractar`s insurance policies shall� each �e endorsed to provide that such insura�ce is prirnary profi�ction and arty self-funded or commercial covarage maintained by City shall not be called upan to contribute to loss recovery. k. In the course of fihe project, Car�tractar shall report, in a timely manr�er, to City's afficially designated contract administrator any known loss occurrence which could give rise to a Iiability claim or lawsuit or which could result in a property [oss. Contractor's liability sf�all not be limited to the specified amounts of insurance req�aired herein. m. Upon the request of City, Contrac#or shall provide complete copies af all insurancs policies required by fY�es� cor�tract documents. � 0. NOi����I��NT' �IDDFRS; Pursuant to Article 601 g, Texas Revised Civil Statutes, the Gity of Fort Wori� wili not award this contract to a non resident bidd�r unless the nanresident's �id is lower than the lowest bid submit#ed by a responsible T�xas resi�ent bidder by the same amount that a Texas resident bidder wauld be rsquired ta underbid a nanresidenfi bid�er ta obtain a comparable coniract ir� ii�e state in which the nonresident's principal place of business is �ocated. "Nanresident bidder" means a bidder whos� principal place af business is not in this stafe, but �xcludes a contraciar whase ultimate parent company or majority owner has �ts principal place of business in this state. °Texas resident �idder" means a bid�er whose principal place of business is in iY�is stafie, and includes a contractor whose ultamaie parer�t company or rr�ajority owner has its pr�ncipal place of business in this state. TF�is pro�ision daes r�ot appfy ifi �his cor�tract involves federal fur�ds. The appropriate blanks of tf�e Proposal must be filled out by aE) non resident bidders in order for its bid ta meet specificatians. The failure of a nonresident contractor to da so will autamatically disqualify that bidder. 12. A!�!�►�� O� �ON�'R�e�'�: Contract wi[! be.awarded to the �owest responsi�e bidder. The City reserves the right to reject any an�lor a1f bids and waive any andlor all irregularifies. 13. �AYM�N�': The Contractor will receive full payment (minus 5% retainag'e) from the City for �II work for each pay period. Payment of tF�e remaining amount shall be made with the final payment, and upon acceptance of t�e projeci. 14. A���iVdr4o Bidders are responsible for obtaining all adde�da ia the contract documents prior to the bid receipt time and acknowledging t�em at the time of bid receipt. Information regarding the sta�ias of addenda may be obtain�d by contacting the Department ofi E�gineering Construction Division at �817) 871- 7910. Bids that so not acknawledge all a�plicable addenda may be rejected as nan-responsive. 15. C�f�TR�CTOIZ �(�3ll�PLIANC� Wl7b 1�d�Rfr��R'S COIUI��NS�TION LAVII: A. Workers Comp�nsation Insurance Goverage a. Definitions: Certain of coverage ("certificate"}. A copy of a cer�ificate of insurance, a cer�ificate of authority to se[f-insure issued by the commissEon, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing sta�uiory worker's compensation insurance_caverage for the person's or enti�y's emp[oyees providing services on a project, for the duration of the project. Duration of ti�e project-includes fhe time from the begir�ning of the work on th� projec# until the confrac�ar'slperson's work on the project has been completed and accepted by the gove�nmental entify. Perso�s providing services on the project ("subcontractor" in �406.096}-includes all persons or entities performing a11 or part of the services t�e contractor has undertaken to perform o� the pra}�cf, regardless of whether that person contracted directly with the eontractor and regardless of whether that person has employees, This incfudes, without limiiation, indeper�dent c�ntractors, subconfractars, leasing campa�ies, motor carriers, awner-operatars, employees af any such enti�y, or empioyees of any entity which furnishes persons to pro�icie serv�ces on the project, "Services° include, without Iimitafio�, praviding, hauling, or delivering equipment ar materials, or providEng labar, transportation, or toner services related fio a project. "Services" does not ir�clude acfivities unrelated to the project, such as foodlbeverage vendors, affce supply deliveries, and deli�ery of por�ab{e toilets. b. The contractor shall provided coverage, based on praper repor�ing ofi classification codes arid payroli amounts ar�d fifing of any caverage agreements, which meets the stafutory r�q�irements of Texas Labor Code, Sectian 4Q1.fl11 (44) or all emp�oyees af #hs contractor praviding services on the project, for the duration afi the project. � � c. The Contractor must provide a certificate of couerage to the governmental entity prior ia being awarded the contract. d. If t�e coverage period shown. on the contractor's curreni certificate ofi coverage ends du�ing the duration of the project, the contractor must, prior to the end af the caverage period, #ile a new certificate af co�erage with the governmental entity shawing that co�erag� has been extended. e. The contractor shall obtain fram each person providing services on � a project, and provide to the governmental entity: (1 } a ce�tificat� af caverage, priar ta that �erson �eginning work on the pro�ect, so t�e governmental entity will have on file certificates of co�erage showing coverage fiar all persons provicling sarvices an the project; artd (2) no later than seven days affer receipt by the contractor, a new certificate of coverage showi�g extension o�F cov,erage, if the cauerage periad shown on fhe current certificate of coverage ends d�ring the duration of #he proj�ct, f. The contractor shall retain all r�quired certificates of coverage for �� the duration of the pro�ect and for nn� year thereafter g. The contractar shall not�y the governmental entity in writing by ce�ti�ied mail nr personal �elivery, within ten (10) days after #he contractor knew or should have known, of any change that ma�erially affects the provisian of co�erage of any person praviding services on the project. h. 1�he contractor shall p�st on each project site a notice, in fhe text, farm and rnanner prescribed by the Texas Worker's Compensation Commission, informing all persons pro�iding services on the project #E�at they are required ta be covered, and statir�g how a person may verify coverage and repart lack of coverage. I, The confractor shall cor�tractualfy require each person wifh whom it co�tracts ta prouide serNices an a pro�ect, to: (1) provide coverage, base� on pro�er repor�ing on classification codes and payrall amounts and �iling of any coverag� agreements, w�ich meets the statutory requirernents of Texas labor Cvde, Section 401.011 (44) for all of its employees providing services on fhe project, for the duration of the project; (2) provide to the contractor, prio� to that person beginr�ing work on the project, a certifieate of coverage showing that coverage is being provided for all emplay�es af the person providing services on the project, for the durafion of tF�e proj�ct; (3) provide the cantractor, prior to the end of the cov�rage period, a r�ew certifcate af coverage shawing extension af co�erage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; {4) obtain �rom each other person with whom it contracts, an� pro�ide to the contractor: (a) a certificate of caverage, prior to the other person beginning work on the project; and (b) a new certificate of coverage showing extension af covera�e, �rio� to the end of the co�erage period, if the coverage period shown on the current certificate of coverage ends during the duration of ihe project; (5) retain all required certificates af caverage on file fior the durafion of fhe project and for ane year th�r�after. (6) notify the governmenfa! entity in wiring by certifi�ed mail or personal delivery, with�� ten (10) days after the person knew or shou�d ha�e known, of any char�ge that maferially affects the provision of ccy�rerage of any person pra�iding servic�s on the project; a�d �7) con�ractualiy require each person wi#h whom it contracts, to pertorm as required by paragrapf�s (� )-�7), with the certificates of caverage to be provided to the person for whom they are pro�ading services. j. By signing this cantract or providing or causing to be pro�ided a certifica�e of coverage, �he contrac�or is representing to th� gavernmental entity thai all employees of the cantractor who wil� provi�e services on the project will be co�ered by worker's campensation caverage for the duration of the project, �hat the coverage will be based on proper reporting af classificatfon codes and payrol� amounts, and that alE coverage agreem�nts will be filed with the a�pro�riate �nsurance carri�r or, in the case of a se�f insured, wit� the commissio�'s Di�ision af Self-Insurance R�egulatian. Providing false or mislead�ng infarmation may subject the contractor ta administrafive, criminal, civil penalties or othe�- civil actEons. k. The contractor's faiiure to eomply with any af these p�-avisions is a breach of con#ract by the contrac#or does not remedy the breach within ten days afiter receipt of notice of bre�ch from th� governmental entiiy. � B. The contractor shall past a notice on each �aroject site infarming all persons providing servic�s an the project thaf they are required ta b� covered, and stating how a person may verify current caverage and report failure to provide ca�erage. This natice does not satisfy oiher posting re.quiremer�fs impos�d by the Texas Worker`s Com�ensatio� Act or other Texas Worker's Compensation Commission r�les. This notice must be printed with a title in at leas# 30 point boid type and text in at least 19 paint normal type, and shall be in both English and Spanish and any other language common ta ih� wor�Cer population. The text for the notices sha11 be the following text, without any additiona[ words or changes: "REQUIRED WORKER'S COMPENSATION C�VERAGE" The law requires that each person working an this site or providing services related to this constructEon project must k�e cavered i�y worker" comp�nsatian insurance, This includes persons praviding, hauling or delivering equipment ar materia[s, or pro�iding labor or transportatian or ather s�rvice relafed to the project, regardless of the identity of their employer or status as an employee", Gall th� Texas Worker's Comp�nsatian Cammission at 512-440-3789 ta rec�i�e information on the legal requirement for coverage, to verify wheiher yoUr emplayer has provided the required coverage, ar ta report an empioyer's failure to provide ca�erage". �G. fV�N �ISCRINYIN�►ilOi�: Tne canfractor shall nof discriminate against any person or persons because of sex, race, religion, coiar, or nationa3 origin and �r � sha�l cQmpiy with the provisions of Giiy Orc�ir�ance 7278, as amended by City ardinance 7400 (Fort Worth City Cade Sections 13A-21 �hrough �3A-29), prohibiting discrimina�ion ir� employment practices. 17. A�E DlSCRIMINA'�ION: in accordance with the policy �"Policy") of the Executi�e Branch of fhe federaf government, confractar covena�#s that neither it nor any of its officers, members, agents, or employees, will engage in pertormin� this contract, shall, in connection wifh the employmen�, advancement or discharge of empkoyees or ir� connection with ihe terms, conditions ar privileges ofi their employmenf, discriminafe again�t person because of their age except on the basis of a bona fide occupational qualification, retirement plan or statutory requirement, Contract�r furt�er cover�anfis that neither ifi nor its afficers, members, agents, or employees, or person acting on their behalf, shall specify, ir� solicitations or advertisemenfis for �mployees to work on �his Confract, a maxim�m ag� fimit for such employment ur�less the specified maximum age !im[t is based upan a bona fide occupat�onal qualification, retirement plar� or statutory requirement. Contractor warrants it will f�lly comply wit}� fh� Policy and will defend, indemnify ar�d �old City harmless agair�st any and afl claims ar allegations asser�ed by third parties against City arising out of Coniractor's aiieged failure to compfy with fhe above referenced Policy concerning age discrimination in the perfarmance of this Contract. 18. D[SCRIMINAYIOA! �U� TO [�ISAB1LIiY: In accordance w�th the pro�isions of the Americans with Disabi�ities Act of 1990 {"ADA"), Contractor warrants that it will not unlav�r�ully discriminate on the basis of disability in ihe pro�is�on af services to the generaE public, nor �n the availability, terms ar�dlor condifions of employment for app[icants for employment with, or current employees of Contracfor. Contractor warrar�ts i� will fully comply with ADfi's �ro�isions and any ather ap�licab[� fied�ral state an� locallaws concerning disability and will defend indemnify and hold City harmless against any claims or allegatians asseried by third parties against City arising o�t of Contracfio�'s afleged fail�re to comply with the above-referenced laws concerning disabElity discr�mination ir� the performance of this Contract. � 9. �iNA� �AYM�Ni AN9 ACCE�iANCE: Tne project shall be de�med accepted by the City of Fort Wortf� as af the date that the fina� punch list has been compfeted, as evidenced by a written statement signed by both the contractor and the City. The warranty period shall begin as of the date t�at th� final punch list has been completed. �002 A�C IVor�h iexas Cons�r�u�tion indu���y �ag� �urvey � , Classification ; i -- -- �AC Mechanical I� �C Meehanicai Helper �k Acoustic Cei[ing lnstaller �coustic Ceiling Installer Helper 4BricklayerlStone Mason � �ricklayerlStone Masar� Helper +^arpenter i �, � �arpenter Helper � '�oncrete Finisher �Concrete F�nisl��r He[qer ? r oncrete Fflrm �uilder . �. �Concre�e Forin Builder Helper ` I' ��rywal[ Taper ��rywall Taper Helper � _ �lectri�ian ^��lectrician Helper � �- 'E�lectranic Technician �f �:lectronic Technician Hetper j F[oor l.ayer {Carpet� I �loor Layer (Resilientj � � �Floor Layer Helper �,�iazier �GEazier Heiper ,��ipe Insulatar ��ipe Insu�ator Helper I�abarer Commore � �..abarer 5killed I _. Averaae bourlv �tafie $17.5a $10.74 $'[ 4.25 $10.53 $19.29 $'{ 3A7 $15.76 $11.69 $14.29 �� o.ns $12.16 $8.89 $1325 �s.00 $19.79 $12.95 $20.06 $12.2i $15.17 $1 �.94 $� � .00 $14.35 $'10.32 $15.05 $'{0.�2 $9.21 $11.59 �ealth 8� p�nsion Vacat�on FJl�et�are $1.67 $1.70 $0.38 �a.zo $1.62 $0,35 $1.17 $D.46 $0.4D $0.20 $�.36 $Q.00 $O.S9 �o.ao $1.88 $1.59 $� :31 $1.07 $�.60 $0.00 �a.oa $0.92 $D.85 $Q.94 $1.13 $�.54 $0.82 $0.38 $0.28 $0.20 $0.14 $4.33 $0.00 $0.47 $0.27 $0.22 $Q.00 $0.03 $Q.07 $0.88 $0.25 $0.32 $0.13 $0.79 $0.79 $Q.32 $o,ao �o.oa $0.16 $�.23 $�.78 $0.12 $4.07 $Q.04 �a.z� $D.18 $0.15 $0 A9 $O.flQ $O.aD $0.36 $0.22 ��,ao $o.oa �a.o2 $O.d4 $0.32 $0.25 $�.61 $0.19 $1.34 $1.59 $0.�7 $D.QO $0. �0 �Q.4Q $a.21 $0.'{ 4 $�.00 $0.09 $�.16 iotal Rackage $19.81 $'f 2.90 $14.99 $1 D.96 $2'i .24 $13.42 $i 7.76 $12.84 $'14.91 $10.28 $12.57 $8.92 $15.'I4 $8.�Q $22.6D $1 A�.86 $23.5 D $15.72 $16.26 $15.94 $11.D0 $'{ 5.83 $11.61 $16.89 $11.37 $9.91 $12.61 10l7120Q2 A�C 2002 Wage Survey.xis 2002 Building Trades � 2��2 AG� N��h Texa� �on�tr�uc�i�n Indu�firy �a�� �urvey Arreraae Hourly_ �ealth 8� �otal ��assifica#ion �ate .11lfelfare �ensior� Vacation pacP�age l.ather Lather Helper Metal Building Assembler Metal Building Assembler Helper Painte� Pairiter Helper Pipefitter Pipefitter Fielper Plasterer P{asterer F[elper Plumber Plumber [�elper Reinfnrcing Steel 5etter Reinforcing Steel Setter Helper Remediation Worker Roofer Roafer Helper Sheet M�tal Worker i,Sheet Metal Warker Helper Sheetrock Hanger Sheet rack Hanger Helper Fir� Sprin�cler Fitter Fire 5prinE�ler Fitter Heiper Stee� Wor�er Structural S�eeE VLror�cer Structural Helper Concrete Pump $15.94 $11.t2 $14.29 $9.33 $12.86 $8.66 $18.22 $72.90 $18.16 $9.98 $Z 9.25 $11.74 �� 3.00 $9.31 $11,75 $15.33 $� 0.24 $T 5.73 $'E 0.53 $13.37 $9.48 $� 7.86 $13.33 $� s.zo $11.71 $17.�0 $0.23 $0.45 $5.B2 $2.60 $0.89 $0.50 $1.59 $1.72 $0.7� $0.29 $1.53 $1.18 �o.00 $0.00 �o.aa $4.52 $0.44 $�.62 $1.38 $0.�3 �a.�s $2.17 $2.18 $�.18 $2.05 $4.00 �o.az $0.04 $0.99 $0_04 $�.62 $0,31 $a.39 $�.Q9 $Q.02 $0.02 $0.49 $0.18 �o.ao $0,00 �o,00 $0.00 $O.OQ $0.36 $0.3� $Q.12 �a.o� $0.91 $0,66 $D.30 $D.51 $0.00 $�.17 $16.36 $0.33 $i 1.94 $0.�49 $21.39 $0.'14 $12.1 � ${}.16 $14.53 $0.06 $9.53 �a.4� �2a.s1 $0.43 $15.14 $0.18 $17.�1 $0.21 $10.54 $Q.20 $21.47 $0.21 $13.31 �o.aa �� �.oa $0.�0 $9,31 $�AO $11.75 $0.06 $15.91 $O.OQ $1 Q.68 $0.29 $1 S.DO $Q.24 $12.45 $0.26 $'[ 4.18 $0.11 $9.i6 $0.30 $21.24 $0.41 $'i 6.58 $0.15 $17.83 $0,1 fi $14.43 $0.'[5 $17.15 � om2aa2 AGC 2402 Wage Survey.xls 2002 Builcfing Trades 2 2�0�2 AGC N��h '�e�ra� �on�t�uction Indus��y IIV�ge �uw�ey I' � �E�ssification � Crar�e, Clamshell, �ackhoe, �nerrick, A'I�ine Shn�el �� Forklift , Foundatior� Drill Operat�r � Front End L�ader �iruc� Driver ;I Welder P�Welder Helper I A�eraqe HourlV_ Rate $16.47 $'[ 2.62 $17.55 $93.Z7 $12.66 $15.88 . $11.25 bealfih � Wel�'are $1.11 $0.91 $1.23 $0.58 $4.79 $D.93 $�.45 Pensiort I Vacation $0.30 $0.36 $Q.41 $O.DO $0.9 3 $Q.02 �a.as �a.o� �a.o� $0.00 $Q.0�4 $0.91 $0.21 �o.�� Total Pac�age $'[ 7.53 $13.94 $99.19 $13.89 $13.69 $17.04 $� �.sz �� ,� ..� � ..� 9 4/7/2002 AGC 2002 Wage 5urveyxls 20D2 Building Trades 3 ��k�� � �F��P��J4L PART B - PROPOSAL (This Proposal must not be remaved from this book ofi Contract Documents) T0: Mr. Ric�ard Zavala Director of Par�Cs ar�d Community Services City of Fort Workh, Texas FQR: FRENCH LAKE DAM REHABI�.ITATION TIPW NUMBER DEPARTMENT OF ENGfNEERING PR4JECT NUMBER Includes the furnishing of all materials (except as specified to be furnisned �y the Gity}, equipment and labar for the ins�allation of all improvements and appurtenant work shown in �he p[ans and specificafion, all necessary appurtenances and incidental work to provjde a camplete and servic�able projeci. Pursuant to the foregoing "Notice ta Bidders", fihe undersigned bidder, h�ving thoroughly examined the contracf documents, including plans, special carrtrac� documer�ts, and the General Contra�t Docum�nts and Genera` Specifications for TIPW Depa�tment Projects, the �ite of the project and ur�derstanding the amount of work �a be don�, and the prevailing cor�ditions, hereby proposes to do all th� work, furnish all labor, e�uipment and maierial except as spec�fied to be furnished by the City, which is necessary to fully complete the inspect�an and approval of tf�e Direcior o�F the Ciiy TIPW Department of #he City of Fart Worth, Texas; and binds himself upon acceptance of this proposa! to execute a contract and furnish an approved Performance Bond, Paymenf Bond, and Maintenance Bond, and such other bonds, i�F any, as may be required by t�e Contracf Documents f�r the performing and complef�ng of the said work. Contracfor proposes io do the work within the time stated and for the following sums: (Furnish and install, ir�cluding all appurtenant wark, complete in pface, the following items): ���NCH L►�K� DAM ��bA�ILIi�,ilOfV PAY APPROXIMATE DESCRIPTION O� lTEMS W1TH UNIT AMOUNT ITEM QUANTiTY Bl❑ PRiCES WRITTEN W WORDS PRICE � BID '�. 1 LS Mobilizatian and Demobilizatiar� $ �o $ �a �`��v��v �'Wt�i-s�►�Q ��'�� pollars ��3�. / I, 3�. ar�d ND 2. Ce�tts p�r LS 1 LS Care o� Water Dur�ng Coizstru�'ition r�!/,�� �"�����G� � Dollars and Id0 per LS Cents $ ,37c�.°� � 3�. � FPSQ2489 B-1 F�b.17,.20n3 11�05A� � �,. � �,. � E� 7, E:� � � u,� No.�771 P. 6/9 � : `� � 'i,7CaCi �Y ��r��tru�#ic�r� of aiversi�� Coff�r� ��. f� Z�iv� d�m� i�10 pall�rs �r���! „ . .. ...,.-� -- ��ct C�nt� ��r C�Y � � a.� a� ������g �� �.�9'�J. �- � � 9� `� �.�������� ���k�� �nd . l�lD �+�nt� p�r �� �� � � ,��]0 �Y F�c�:vatinn �f �mb�nkmen# � � . � � ��v �� ,� 1 L� 9 L� ll��f�ri�l /U° ��1��rs and - �����t ��r,�s p�r c� .-- -- � � ��ma��l o�' F-�ci�4i�� S�rvic� � ��� $ �,�� �pilEw�y %I�oTN4t�a+[��1���+��v d+Dll�rS ��1� N b _ C�n#s ��r L� Eo R�m�v�f csf Exi�t�ng S%�� � Z�� � Z,��.� t'3t�t�lf �asin ar�d 1N�11� �,�T�'� �'� �'�'^P'��' Dollar� and � � ��nt� p�� LS ._ + c� ' � �D, —' 1 � CY ���nf�r�ed ��nc.ret� far ���r1� � � "� �, �.3 �pilirn��y �ur�l�v�� I�i r �/ �o�lar� �r�� „ . ...._ �f !7 +Canfi� p�r �Y ���. 3a �Y R�cc�t Ri���p _ � ���• � � � � t ��/Ef�VN���C ll�,��I p�ll�r� �t�� -- ��� C�nt� ��� �� — - - — i� � �Y,�]�0 �Y Ba�#cf�ll a� €mLb��km�n# � O � � 1�� � ^/� Qdllar� �nd � -�OtlK-?'�'.�l ��nts p�r �Y . �F�����9 � ��� . y FEh,.17 . �003 11; O�Ah1 11.. � i� ��„ I .. ��,, , "i 3. ) ��.. 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Feb,17. 2003 11�05AM II . �o�D77f P• 9/� ��li�r�r�d wi�F�in g�e �ime �b�►ve s�� ��t�h, �s liq�id�t�d da����s f�r del�y �nd �ddition�! work ��u��i th�r�by. 7Y�� urnd�rsi�ned bidd�r �r�i��s t��� he has f��n f�r�ished �� I�a�t �ne sei s�� th� G�r��r�l ��r�tr'ac� �a�rr�er��ss �r�d ����r�l ��cif�c�tions ��ar il�'1lll De��rtm��lt �`�'oj��ts d�ted ��nuarey 9, '197$, �r�d �h�� i�� I��� r���1 and tha��u hiy und��st�nds �RI th� r�q�ri�em�n�s ar�d c�ndf#i�n� � thase G�r��r�l Doc�mert�s �rt� gt��� �pe�i�c C+�n�r�� D��m�n�s �nd �ppur��n�nti pE�ns.. 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C8�8.3 ��,�.�4 �8�3_5 [y��B,F� ��-�,� �'�3-�,8 �8-8,� ��=�, ��} (- �-�. 1 � C�-�, l "� �S-�_!� L7�lays T��� �� �.�mpleti�n Sus�e�staiz by ���t�t �rde� �i'enlp�r��y' �us��n�iars `F�rm�n�Er�n ot �or�tra�i �ir�e to �auon,�l Erne���ncy ��jsp�r�sion of Abanc��t�2ent c�E the VVo�I� �nci �r��uEme�t �f t�ie ���tracE; I'uki3llm�nt �t �an��'�xct �l"�rrt�i��t«xz� far �onv�r�€en�e of tite Owr[�r �sf�ty N[�:th�xls ar�ci �'r�c�rc}s ��L�ASL'f����LI*��C A.i�D PAYI�f£�i'F ;����s�remen� OE'�uanti�i�s L�nit �ric�:s Lump �um �c��e nFPayment P�rtia] Esti�i�t�s a�ci l�eta�na�� Withholdir�g Cay�r���z�t �' iIl�� 1�CC��tii1Il�� Fi�ral F'itv�nent Adec��l�cy � €" I���i�t� ['f�;1�x�1 �.It�:1C:kf1[�l �L��7514�1�1I}f ���C}�'i{ �vf isce3l�u��o�s ��Caccrnenx of N[�E�r�ml Rec�rd Da�urnenL� ��-� ��� �7-7 (�) �7-7 {S} �7-7 (�� Cy7-7 (�� �7-7 { l � C7�7 {�) �7-7 {��J �7-7 �11� ��-R (l� C.�-� � t } �S-8 ��� �8-8 (l) C8-S (?} ��!-� (�) ���� (�} ��-��S' ��� C�-S ��) � �-s ��} �.�-� ��� ��-� ��� C8-8 (=�j (y� F�4RT G - �F.i�1EF��LL C;0�1Di`�[0�� � i -1 D�FINIT���lS s�;��l����r �t�z r���rr�ri-r���s � i��.] DEF[�i�YTI��I� OF TLR14�iS= Wh�never ir� ihese �on�rac� D�c�tments �he �`o�lawing terms c�r p�onouns in pla�e o�� �h�m ar� ris�d, ��r� �nt�nt as�d meanin� s�all b� underst�od �utd in�erpreied �s fallaws; �1-�,� �()�1TR.��T �O�U1r[EI�1��: Ti�e �or�t�act D�cumer�ts are in all �f th� w�itten �nd dr�tv�� doctiEnent�, s�ch � s�eci�ic�tions, h�n�is, adrier���, p�ans, etc,, �arhicl� g�v�rn xE�e �enns �n� p�r�orn�ance oFthe contFact. '1"�ese ar� cc�n�rtir�ed n� the ��nera] �ant��ct L�c�c:�'nents a�d the �p�c�al �o�tr�,ct Dacumer�ts, �. C�Ei�iL•'KrL�. �����►�T �C�CLii1r�I�iT�: �he Ge��raE ���t��ct �acumeills �over� al� Water I?e�artrr�ent Pr�j�:cts �ncl Incl�de tl�e f�ll�vwrit�g i[ems FAftT � - I��T'IC`£ TC� �3IDDE�� P�t`i' S - �f�[7PO�A�.. PART � - C�I�fE�t�LL �0�1D1'i'�D�S �AF� i L� - �Y��iAL ��hTDiT1C3��lS E'A��" � - ����IFf�����0�i5 1�ERNf 1T�lE��E�1 E�'1"� FAi�`� �' - B��C��DS �AF'��i' C� - ��5�'r'F�A�`� �Sar��le} �Sam�l�} ��iT`f� {l�e�reiop�r} ��am�le� (�ampl�} �Nhi� e WhiCe Canary �C�11�� ]3ro�n �iee�Ci E1-V++'hile �?-Cr�l�en Rc�d E�A- Wlv t� $l�e White Wh�ze b. �P��Ir�L ��I�TR,��"1` D��GME�1T�� �`he Spe�ial Co�ttra�t �ocuments �re prepar�d f�r ea�h �p��3t'ic ���ject �s a suppf�ment to th� ��nerai �o�tract L7oc��r:ents an� i�cl��ie t��c folCow�ng items: ��,1�T :� � �OTI�� T� �iDD�f�� �Adverxiserne�t} s�Errtie as sbov� Pr�R7' B � P�t����AL ��i+�� P�RT � - �'�E�RAL �DND�Ti��1� � P�T D - �P����►�. �O�1�Drf���+� PAl��' E - �PE��FI��TIO�� P � RI�tIT�IE�SE��L�I `� S �: �tT F - ��?�fD � ��.I�T � - ���+�'I�..��T P:��" H - PLrI��l� {Ust�ally ba��n�i �e��raielY� �1-� �l} �1-1,3 Iti�`�'��r �T[� E3iD����; A!1 of'ti�c: S�a�l publ�cation��i���r actu:�l�y p�s�lrsEied in p4��tic ��v�rt�sitir� rn�c�ium� c�r furnisfi�cl d3recE to ini���sted �a�rti�s pe�taining t� ��Se wcrrk cc�r��empi�ted uac�er th� ��nLrac� T]�cr��rt�nls c�nstitti�tes the natic� to i�i�f��rs. �!-1,�4 Pi�0�0���,: �1�� com�iet�d writ#en �,�� sig�ecl €��fer or te��er �� a f�ic�rler la pertc�t�i tl�e wark wh�c� t�t� �wn�r +�e�ires to l�ve ��an�, togetl�er v�rith the bid sec�rity, c�r���i���t�� ��� Pr�pos�l, whic� becar�es �o-in�iing upon t�te Bid�er w�hen it i� ot�ici�lly r�ceived by th�: C�w��:r, h� be�t� pu�Cjc�y t���n�:d a�d re�d a�d �ol �ej�.cr�d �� the �wn�r. � 1-1.� Bil7DEi�: �1r�y persor�, p�rs�ns, #��. ��rtners�ii�, c��r�p�ny, �ssaci:�ti�n, ::or��r'atio�t, a�:xin� ciir�c���� c�r �i�rou�h a duly �u�f�o�ed represen�aliv�, su�rmittin� a proposal for perforn�ing th� war� ��nte�t�fa��� tu�der �F�� �o�Ytrac� L�ocur�en�s, c�n�t�t�ttes � k�ic�+�e�, ('iµl.G CrF?�f ��AL GO?�f�1Ti�i�1�: Th� C;�n�.ral �onditi�ns are thc: u�ti�ai �OE25��LlCkkC��1 ai�� cc�nt�act �cnuir�ments v��tuc€� go�ern ti�e p�rfurtr�a�ce �� xhe woric sn tl�t Et wi1C be carri�d an in accorc��+nce wit�t ti�e custorn��Y �r�c�c��lr�;, �ite �ocai ��:t[llkC}, �nd reqti<<remeti:s c��`[he Ci�y o� Eort ��lorth"� ch�r�er �n�l promul�;�t�ri ��dir�an�es_ W��:�Yeve� the� r��a�+ be a�onffic� between lhe C��neral ���r�diti�ns ar�d [he �pecial �onditions, the la€ter s���il �ake pr�c�.rl�:ice- - �l-1.'� �P��iP.� �0�1�C�i�'I(�l�iS; Saecia.E conditi��r�s ar� !he sp�citic requir�:men�s wl�ich �r� �ece�s:�ry f�� th� �art��k�lar pro�ec! c�vered �y tk�e �or�tract L�ac�r��r.ts �n� nvt specr�rca�lv caver�� in tl�� �'�eneeal Cor��litians, �Vh�n consic��recl �vith the �c:t�eral �`ond�ti�rrx� and o���r �1er�te�#s �f the C.�R#�C� L�4CL1fPenCS i�l�}� �7rV'•'1�� k�l� 111rnTrY�{���on �v4ii�:h tl�e �c,�Ytrac��r �nd �r�vn�r si�oul�i �ti�v� irt Oi'��r Eu. �.itli� �, t�t�rQl2��1 �r�OWSedb� �F E�1� �L�]��CI. �i�l,°� �P��iFI�'��Tt��l�: Tlze �pe�i�ica�i�ns is [i�a� s�c�io�ti or park oF �h� ��ntrac� D�cumants wh�ch s�t �'nrt�t in d�tai] tlZe r�qv�r�r�ents w�ick� �nus# be met �y a3k m�teri�ls, c�ns�r�xc�ion, war}cmai�si�ip, equap��nt and s�rvic�� in �r�ie� to re�der a corn�l�te+i an us�:tu� pro��ct. Whts�ever refer�nce is msc�� �u sc�tda�� �p+�ci�Ecati�r�s, regul�#ions, reqtxirements, �t�tuEes, etc., st�ch �;�e�e�:d t� d���trneaks ��a11 �ecam� a�ar� ot' �h� �cr�:EracE D�cum�nts Just as thc�u��� �hey w�r�: er�Yb�d�e� therein. � 1-1 .9 Bc�ND�; the ��ntsactur �o� E'ollo�rin�: �. b_ c. �. 'i'he E�o�d or b�n�is �u-e �he ��ri�k�n au��.�t�e �r securit}� f�imish�d �;Y �;�mpt and F�aith�Fu� peeti��ma�c� oF �he conCract arid it�c�uc�e t�i� P4rform�c� �3on+� (s�� para�ra��t �3-].7� Pay��r�� 8ot�� {se� pa��agraph �3-3,7} [Vla.inte��.n�� Bond {��� p�r��;a�h �3-3.7� �'r��osal �r Hid S�c�rity {see 5}�ec�aC in�trL�ctions [0 8id��rs. Fart ��n� C'"� _? , G) C!-� �?} � l - l _ 1 � ���i�'i��'�': '[`�e �ontr��ct �s a f.orm�� �i�,�ned �gre��ent b��.v�en t;�t ow�r�r �n�l �Y�� �or�t�act�r �;�ver�ng th� mut+��� �nderst�ar�ding af t�ie two c��tr�ctin� partie� aba�� thC �7CO�eCI E� �� COill��et�� UfiC�er tI1� �bi7kI'��� D�L;klr��[1[5. �I-1,11 PLlL�S; Ti�e p�ar�� �r� the cirst�w��r��s or re�rc�d�tctivns ��er�fea� made by tl�e �wn�r's repre��nta�ive s�vwinQ i� de�ail t�se focation, di��:nsio�t artd posi�ioa of �k�� vari��s ��e�nea#s �F tfse prv�c:ct, inclu�i�t� s�ich pr�file�r ��pi�a� cr��s-sec�i�,�s, �a}�out dia.gr�a�zts, �arking ��r�wi��s, prelimi�an�- �rawjng� and �uci� suppiemental c�rawir�� �s t1Y� �wnef niay «��e to clariE�� otY�ee ��awing� o� �or the pt�r�vse of sh�v�ring c��nges in k�e w�zk ht�eina�er a�thari��d bv tl�.e �w��cr_ T�e �lar�s are u�u�lly boun�i s��rar�ke�y fror�� the o[l�e� ��r�� af t�� �c�n#ract D�curn�r�t�, but xh�}� ar� pai�t �f tk�� Cf�r�t��ct Dr�curti�nts j�st � tClo�og� �h�y rv�re b��nd th�r�in. �1-�.1� C!"E'Y- `Fhe City �t" Pork 1��+`c�rtki, 7'cxas, a�1k��tiicipa� corp4rat�on, au�h�r�red and �ha�terr:d ��nc��:: [he T�x:�s St�te �t�tut-,:s, �Ctilt� �� 2,C1� t11[OU�i] 3t5 �OY�Li11Fi� �3C���' l�r itS City 1��tar�a��r, ��f� of �vhi�� i� ���}4r�r�d by chart�:r to ��rfr�rrn speciF'i� c�uties. R�spo��ibi�ity f�r E"inul cn�'or�em�nt o#' �h� �ontracis �nvulvin� thc �ity of �'ort 1�V�rth �s by Chart�r v�st�d in th.� ���ty C�anagei, The t��ms (;ity� ar�i! �w�xe� �r� syno�yn�o�s. � l- l_ 13 �1T�C �0 U��l��L: Th�: �lulv e�ec[ecl ��c� c�ua� � �i�t� �ove�nir�g bod� o�' th� Cit� oi"�or� GVorth, Texas. C1-l.l� �AY'�E�: '�'h� c�F�i�ially r:�ected Niayor, or ir� his absence, cY�e �[ay�o� �ro tem af' th� City �f �=�rt �i�rtY�, T��as. f�l-1_l� [:�TY f�tA.�1A�'r�i�= "�'h� o#�icEally �pp�ir�t�d and authori��d �i�y Mar���erof th� �iky �f �ork ����h. -T`exa�, ar 1��� duly au�horiaed repres�r�tative. C t- f,�� CIT� �'f'TDI�'�l��f; T�e o#'F�ci�tl�� ��p�ir��ed City �1tt�r�e}� o#'#h� �}ty �t �'ort V�ort�, TexasT o� t�s duf}� aukha�iz�d repres�:n�a�i��, C 1-1 _17 DiRE�'��� ��' �'UBL�C V4'���C� ot` Fort 1�4°�rk�, �'exas, ref�rred to in #�� �utl�urix��# ���resent�tiv�. : Tk�e ��#�cially �ppoin��d of�"�ciai af#h� Ci[� �:harter �s t€�� �ity �ngine�:r, or �is du]y �1-1,l� DIRE�TC�I�. �IT�f V�'A�'E�� D�P�f�7'[�fET�1T: �'Y�e affici�l�y �ppc��ted �i��cx�� nt� �he �ity �ater I3e�arEr��r�t o#` t�e �ity �f �ort V�r'arth, Texa�, or his dul� :�u#ho�iz�� rA�res�nc�tiv�, assista��, or a�enGs. � 1- l,� 9 �N�rI���R: T�'ie Diz�ect�r uf p�a�lic Warks, the Direct�r of �i�e Fort �N��h �iiv 1�r`a,ter D��artrnent, ar �l��ir dti�y author���d assistant�, a��nts, �n�ineers, ir�s�ectors, �r su{�erint�nderi�s. 3C�1E1� wl#�7.1I1 �Ei� S�O�e O�t�� �1�i'�ICU�c"iT �I1t�G� eI�C�11S#�l� tc} ii1�ID. C 1=1 _?0 C��T�'�.4�`FC�I�; TIY� ��rson, p�rson's, par�ners�p, car�pa�iy, ftrm, a,�so�:iati�n, ur corpora�ion, er�kerin� i�[o a contr:�c� v�ri�h the �wn�x f�r the �xe�uti�r� of work, ��Cin� ��-1 �3) direckly or throu;l� a duly� authar�z�d rerpre�e�ts�`t��_ A���b�con�ract�r is � p�:rsoi3, Firm. �orpor:�[iort, �u��ly�inu Eabc�r and �ate�iais o� oe��y 3aoae, l�o� tf�� �vo�1c at �he s�t� aF tt�� proje�:t. � l- E.� !�URF-1'1�5; The �ar�orate bc��ies whicl� are bound ��� s��:�� b�:rds r�s �re r�r�uireci r�viti� a��f �v� �he �on�rac���, "�'�e stareti�� ����ed �� to b�e �1�� r�sponsil�ie for kh� �ntire and s�tisfacx�ry lultillment �f ti�� �:�ntract anci far any �n.� a1E requ«erne�ts � se� f��th in th� �on�rxci ��cume�ts anc� a�proved chsn��s therein. � l-1 _?� Tj iF �l�RK �R F'k��J���': �I'f��: conY�le�ec� ���rr�C �:�n�e��p���[ed an a�td cavered ��� t�ie C�ntr.lct L�ocum�r�Cs, incl�c�ing but r�at liinited t� �he furnishir�� of" al! �abor, mat�ri�ls, tr�ols, ��uipme�t, �nd �ncicker�tal� ne�e�sary to prod�ce a co�t���t�d ansl S�rvic�a�le pr�ject_ �E-�.?3 1��'{�1�K�1C'T L]AY: r� �v���Er�� day is de�nec� as a cal�n€�ar �av, ns�t �nci��din� �a�urc�ay.�, ���nci�ys, and 1��a1 h�l�c�ays, ir� wh�cit w�;�tl��e o� �Ch�r c�r�€iitions rtot �nd�r kh� �nntrol af th� C;on[��tc��r perrnit t�e pe�F�rr�i�nce of 4h� pr�nc�p:�l ur�it at' w��k fr�r a .p+�riad of' t�i�t l��s tha� seven �7} hauTs ��t�ve�r� 7:DU it,r�ti. a�c� �;c)� �,�a,, with �xc�p�ion� as �errnitl�:�l it� paragra�� �7-7.� C1-�,�� �A��Eh+f.��R ���C�: A cale��ar d�y is ��y day at`the ��ree�C c�� month, n� c€ays ��:in� cxc�pted. C i- 3.�5: GE[,'��L I��OI�ID �Y'� ; L�:�£tiR h�Eidays si�ai I b�. �bsc�ved �s p�ew�nbed �y t�'i�: �i�y Council �f' tfYe �ity of �'�rt 1�or�h €'c�r ��ser�a.nc� hy �i�y �:�nplu�e�s as Fi�liows� l. �. 3_ �. 5, 6. 7. 8. 9, ��w Year'� d�y M,L. K.in�, Jr. �iirihc€ay �rfemori�l Da� Lndepe�t�ie�c�: Day La[�a� i��y 7h�nicsgivi�� Day T%ankS�}vir�� Fric�a�� Ghris�rr�as �a.y Suc�i �a�h�r days i� �i�L� ��' flul�ciay� �s �h� �itv ��unci� rnay deicr�nine �anu1ry 1 Thsrd ����cla}� i�Y 1<�nz�ary Lsst �r[ond:��r � i�iay July � r���� n�i���:�� �� s�����e�� �aurth Thur�da}� in �so�r�rr�b�r �'orth Friday` in I*��xve:n�ber Dece�nber ?5 �4'�en or�� �� tl�� ab�v� r�-�m��t hnfidays rrr a sp��ial haCiday i� ��c��red hy t�e ��ty ������ij, fal[s an � S�turd�v, th� holjd�y s}�all be u�serv�d on tlie �re��dir�� rriday, or i� it falis oa �un�ay. i� st�all �� ��ser�red o�Y t�°�e t�llo�v�r�� �fond�y. bv tFra�� em�Eo�re�s workin� ua �x�rkin� da}� oper��ivns. �mp�c�}�e�s ��rorkin� c:�a��d�r dav u�eratic�zis will c�»ss�der tihe c��en�i�r as ihe �ali�ay, C� l-� .?f A�BR��f �AT[��1�' �4`h�ne�ert �h� �i�brevia�i��t� c�efEr€e� ��rein appe:�r �i ti�e ��ntra�t Doc��rnents. tl�e int�at ar�� meanin� shall b� as fo��ows: ��-� (4} AASH'��� , � �SC�. � � +� � - A5i �� - A�1WA - AS �l I�I A��h, Av�. B �vc�. �I Cf. C; f �.,Si3. !b_ 1�iH Ivi��_ �� �Lme��c+.rn A�.�soc3�ksc�n �f �[ate �-Ei�hw�}� �`ransp���tation �fficiu�s Aa-Eer�can �t�cEtty ��k Civil �i1�lI�eerS If] e`�CC�fC��:LT'YC� �r����i �1rne�c�n �oci�ty o�`Fe�-ting M.��erials Anler�ca� VJ:�ter V��fks Ass�c:�at�on �4rrrcrican 5t.��ic�:�ri�s �1s�oc�a�it�n �Iydra�lic lnstit��te �sph�l t �ve:�uc �3��Eevard C�t Iron C�nter Lwrte �7al�aui•r.ed fron Lin��r �r j..i�cal �ou��l �fa�f�c�l� ��tximu�n I�iC�i�7 �F� l�.'�i1�. M�no 4! 4 1� t.D. O_D_ �I�v, F C in, F'�. �t, C� Yc�. �� i,.F. D,�. - �Iiliiori C'iallo�s pe� �J�y - �ubi� root ��r Se�o�d - �i[]iilllllil - L�fOCi�]��fi�llC - P�rcenk�m - Ras�ius - Inside �iamet�r - Ot�t��de �iameser � f.lev�[ion - �=a�r�nh��t - �ent3�ra�e - lnch - �'o�� - �tr��t - �uk�€c Yard - �ar�! - �C�L1i1fC }�`�lC� - Line�f F��� - L�uc#i�� [ron Cl-1,?7 �HAl'�['�� C�R�E1�; �"�k��nge C�rd�t" ts a writker� su�plemer�k�l a�re�m�nt be�veen t3te C��vr�er sr�ci th� (:an��actor cove�ing sorne ad�ed or �edu�:t�:d �te� o� k'��ttir� which Rl�l"f �� ��4.L1lCY fl�C�tiS�i"]� c"iCi� W�tiECYI W8S Cll7� S�lCC1�lCS�1Y k�4CIlCC��� !fl ��ie se�c�p� af �Ixc �ro�ect ,�n �avhic�i �ids were subrnitttiri. fncre�tse i� �ni� qk�antiti�s st�t�d in tne gropnsa,l a�e not the st�bje�t matkee of a��an�� C�rd�r ki�l�s� the ir�cre�se or decr�asr: �s rn�re ���n �S��o af [�� amoun� �Fth� ��rt��ular �tem or iterns in �he ���gjnaf �ropusal. A�� `'�hange �rders" shall be pre�a�ed by ti�� �ity �rom into�atian a� n�c�ssary fi�rnisL��d by tk�e Contr�ct�r. Cl-�_�� I'r���]� �'�i�E'�� A;�D AI�I���YS: A pav�d s�r�e� {�r �ll�y si�a11 be d��ined as a str��[ �rt a�ie}� h�vtng �r�e oF t�le ��Il�wing t}'Res o#' w�arin� sur��c�s app�i�d a�rer the r�atura� unim�rav��i su�fac�: I. �n� t}`Fe a�a�pl��ltE� con�rete wiiE� or wixh�t�t s�p�arat� �ase m2�tersal. �. ,�.�t� tyPe ��a�ph�f# surf�c� treat�entr I�O� IIIClI1C�li7�T �Tl Okjl:� SLIl�i3,��r w�th or urititot�t ��paraEe base ma2eri�l_ 3. Br�c�C= wi[h �r witli�ut 5��arat� �as� muL�rlsl_ �. C�ncre��, with c�r wit�no�� se��a�e bas� �aterial. �. Ar�y c�rn��nativil s�fth� �bove- C I -1 {�� Ct-j,�� �TC�1'r�V�D S'�'k��`�'� �� ��L�LY�= �i un��ve�[ s�r�et, alley, �o�c�way or otf��:r s�ri�ce is �r�y are� �x�ept th�se de��ned �oe "F�ved �rreets �nc� A1l�ys." �1�1,30 �['1"`�' ���`f�E�'E�: � ci�y str�eC is �efin�d a� that �rea be#w�een the ri�i�t-of=way lines {+s �le sireet is de�i��ted, � 1-1 _v � I��AU��A�f :"I'he road�va}� is detined as �h� �r�a be�•een �aralleE fi��s twa ��'} ��ck of Eh.e c��b Eines s�r f�ur �,`�� f�et bac�C ��� Che av�r��e eiige af pn��m�:nt �vh��e r�n c���� exis��. �:l-1, a? �f�.�V��L �� : 1� �av�l street is an tt�i�nprn���l s��eet �� �vh�ch ��� beer� ac���d ��e �r rnore a�pl�cation� at gxa�+e! o�• �imi��r ma[er�a! ��ier lhtu, th� natti��al m�terf�l fo�nd �n t�ie �t�eet �urFac�: b�f�rc ar�y imp�c�veFne�t �•a� ma���. - �.�-6 ��} ��.c ����?v � - �����.ar_ �c���i�r�c��� ��-� I?�fT�RPRET�ITID� ��l�D ����rio� oF �x���s�� ����r�au ��-? r�����x��r���� a►�rn ���?��-r��r� �� ���o�os�r� �2-?.1 �I�OFC�S��L f�'�R.��: �he (?�mer wilt f��-nist� bi�ders with Pr�po��l f�rm, ��rhi�� v�ri�l contain a� itern�reci ljsk c�f the itcros o� wox#C �c� b� don� a� rnat�rials to b� tur�tisfi�:d �n� u}��n �v��c�Y bi� �ric�s are �ec�u��ted, Th� Prop��a1 form will �tate �he B�dd�r's g��eraE unders�ancl�a� ot`t�e �����ect to b� c�rn�lete�, provide a�s�ac� For ii�mis�tir�g the amoun� oC bi� se��rity, an� state �he b�si� f�e �nteri�� ir�to a f��nal ��r�tr���. T1t� {�wner wii! ftami�� to�ms �i�r k�,e Bidd�r'� "Exp����nce 1���ord,,, "�c�uip�rie�� �clledule,', a�d `•Fi�Y��cial Si�ttem�nt,,' a1i oF v�rhic� must b� prv�c:r�� �xe�uted and �Eed ��ith th� Director o� the �iry �Ns�t�� ��pa��rnen� one w�ek �rior to the h�ur �or ��enin� of hicls. Ti�� �nanci�rS sCatemertt Ke�uired s�all h�ve beer� prepare� �y an �n��C}�n��11t C�ftl�i�� �uh�tc �ccounkan� or �e� s�����er��ent �rub�Ec accciuz�f�n4 holdin� t1 Y��l� �}�ITIl]i CS511�S� �J}� an appro}�rsat� state �icensin� a��ncy, antl s1�a11 have b�en so ��ep:��d as t{� r�flecx th� c�rrer�k 1in�tcial status, This st�tern�nt mu.�t be currenE �r�d no mc�re t�ar� one (�� ye�tr ald, �r� #�7c case �h�t }�id�ir�� da�� falls wi�tur� �h� time a�ew s�a,kemer�� is ��an�; ����a�•�:+�, the �,r�vio�s ��at�rncnt sh�11 lre up�a��d �y �r�#er ver�fication, Giq�jd as�e�� ir� tfne amount of ��� �lU� �er�enz u� the c:s�imat�:�l prc��c� c�s[ wi11 be rec�uireci, F�r an exp�enence recor� t� he c�,t��i��r�d tv b� �ccer�tab�� F�r a aiven �rt�je�t, it must re�lec� t�rc expe�i���ce of [11e Fi�rn se��cir��, quai��ica�kon E� work of bv�h �h� s�t��e �at�rc a�d �nag��itud� �s t��� oF tFre p��}�ct for w��c� b�ds are t� be rec�ive�t, an�i s+�ch exp�er��r��e rn�Gst l�ave bee� carr�p��te� �ot nYore t��n �iv� ��� year� privr tq tlie date o�t which Bi�s are to �ve r�ce���d. Th� D'sr��:tor af [�tie Wazer De�artanen� �h�ll f�� sole ju�f�e as t� Eh� a�c�ptah�lity af exp�eier�ce far �u�alifica;ion �� bid �n �tn}� Fart Wc�rth �'at�r D�partm�r�t p�oject_ The prospective bi�der slial€ sc�e�u1� �h� e�y�ii�m��it �e F��s available �or the pro�ect ar�cl s�at� th�t !�e wi11 rer�t s�ch ad��[ic�n�k eyuipm��t as may be �c:qui��d to complete t"ne proj�ct on whici� h� sui�mits a k�id. �?_?,? Ill�I'�ItPR�TA7�Q� ��' �Ut���`l�i'�ES: Z�e q�anti#ies o�' w�rlc and ma�e�i�ls to be Fuz•ni�hed a� may l� lisied in �lxe �r+�posal ��rnYs or ��her �arzs of �'ie (�or�tr�ct I3c�cu�e��� �vil� be �coasid,er�:d as ��roxirn�te only ar�d v�iif ae t�s�d fa� Che pr�r�ae �F campari�g �Ec�� on � ur�i#`��rn l��s�s. Payal��t wi11 b� rnade Co �h� �o�tractur f�r +m�y the ac�al �uan�iki�s �� v�rotk pei�orrr�ed or m�tteriai� t`vrnish�d in strici ��cordanc� w�xh #k�e ��n��c[ �«curr��r�cs �nd A€ans, `Ft�e ��an�ities �f wcrk [� be pe��at�ed and zn�teri�tls to be t��ish�d m�y be incr�as��i or d��reasec� -��' 1���ei€�af#er pr�v��ied, withou� i� �,n}� wa�r invaGidatin� the �ni� �ri�es bid +�r any �ther rec}�irern�n#s �� ;Y�� �ar�tr�ect i�ocumen�s_ C"�-?(1� �?-2,� E7�.��1�N�1Tl�� �F �C��T�`���' D(]�L'�r���l�€'T� ��il� �IT�_OF PR�,IE�T= �3ick��rs are �,dvised t��t th� �on#r3�E �7DCui3]y�L� ❑rE f�le wt��� Ille Owr��:T Si78�� constitute �ll uF th�: irtforrr'�a�iun whicF� tk�c ��vne�` ��ilE �fi�r�tisC�. Al1 �d�i�ti�rta� �t�E'orr��Eiun �nd d��ta whzch tl�e C}�vt:}r �vill s���pl�� ���ter pr�rrr��l��[i�ri o� the farnial can[ract d�cuments s��ll b� i���ed in lhe #'�r.-r� of �vr�t��:n addenda and s��tll k�ec�nie par# oF tfte �ont�'�ct ��et�mertcs j�st a� 2�t�u�h skich ��denda r�ver:. ��:tt�alf}� �vr:t#en inta €1�� oi�i�in�l ��r�tracE Do�um�nts, I�k�C��TS �lI'� �4C�Liii��, pri�r to �lin� uf pr�posal, t� r�ad a�d �eccsrrx� t�snili�r �vi#h �h� ��Eitract L�oc�mct��s, ta �+istt �h� site €�f tl�e prc��eut and exa�nine �ar�:�fi111� all Ic�ca1 �an�itiae�s. to ��#or�n xY��ins�lv�:s b}� th�ir uwn j���pen��z�t F�:se�rch and i��estt�ati�n:�, ��sts, barir��, �nd by s�c� otiie� r�Yee�ri� �s rr�ay E�� �ecessafy i�� �,�tn ��oe�ti�le�e ictYowledge o�F �he candt��uns win'tch ,uill �e er�to��t�r�� ci�ri�Yg constructian of' t�:� pr��ec[, They r�us� j4�d;e �or li��ms�lves th� ditficuEt3es �E' zh� wor� and �il attendin�; c�re�umsta�c�s at�'ec!€�� t�e cost o�' ck�ing t�e w�rrk r�r t��e tirn� r�����r��i to� its comple�i���, and nbt�in all ���f`umistion r�quir�d �c� rnaEc� an incelli�;�nt pro��sal_ �� �nturrn�tian �;ive�� by �h�: �wn�r �� any �e�rtsen�ative ot tf�� Q�v�er ather than tha� ��r��ain�:� in #jie Cc�n�ract Doc�unL�its and oFfici�lly prc�m4Ml��tcd ad�er�da z�erexo, shal� be hindin� upo� kite Qwne�, Bi�ici��s ��all r�ky e;G[:14i5��'eI}� EIR�I °�D���� k1�011 k�1�iC O��V�1 �SILR1c���S, i�v�:sti�atia�, resea.rcE�, t�sts, e�pi��r�t�ans, �nd �s�'icr data v�r��ch are ne�essary f�r ��ll ansi �c�rn�xlct� ialfarni{rtian upun w1��ch ttic p�n�os�l i� to b� �sesl. la ss mut�all}� ag�c�d �i�ai �he ��tl��ni��i�n �a�' rt pro���1 i5 �fl,f[�1�E��1Cie �V1�eRC� �E1�1C x�i� �l���F �:d� fll�t�� �1� ll1V�S���B�tlC11�1, examir�atian� �nd tests �i�f�Gf1 i£C�Cllf�{�, ��lai�s foe adc4iti�r��l cor�lp�[��atic�n due to v�,��a[ir�n� �eE�ve�e� c��idikic�rw �ck��tlly �:nc�ur��cr�� in constra�cti��n �nc! �� i�xdic�te�l in t�e �o€ttea�:t Ducurnents wil] no� be �ila�ved. Tt�e la�s �F �uil �o�ir��s, r�`an}�, �n tlte pi:�ns �re f�T ge�s�;r;�C infarm�ti�r� a�riy �d may nut be corr�ct. �l�i�t�er tl�e C��vr��� r��e th� �ngineer �uarr�ntc� �ha� th� data sF�own �s re�r�sent:ti��ve of concliliotts v��hich act��aily exist. �?-�.�� �i1H1�ilTTl.�+�"� �� P�0P�5AL: The B�d��r �i��11 st�br�lit his ProposaE c�n the {'arrn �i�rnis�e�i by the �wner_ A�l blank spac�:s ��r�kic.��4e to th.e pr�ject c�r�t�in�� ir� th� ��� sh�.E€ be corre�:tly fi�fe� in :�nd th� f�id��� sY��11 s�a[e the p�rc�s, wrirt�n i� ink in b�u�€� warcis �nc� �u.rr�er���. ��r w�ii�:�i �e pro��s�s �o ds� worlc conl�rnplated �}f ��st�ni�h tFY� ir�aCerials �eqL3reci. r�1� �tt�:h �nces �l�all �� r��r�tt�.n �e�ibl�. I� cns� v�' discrep�n�:y be�wemn pri�� wrt���n in words €u��f �Fie pric� v��:r�en �rt ��lrn�r�xls. the p�ice �1�n�t adv�E���oLis tv the �ity s���C gov�rn. [t' a pro�os�t� is submiz���i b}� �n indivi�f�al, his �r C��i narnti r�us� be s��n�d by him (h�rj �� $��� (tY�r� �1�tEy� authofiz��i a�ent. If a prv�osal is sul�r��tt�rl b� a firm, �ssaca�tio�, or p�rt�e�ship. t%e narne �d �dc�res� �f �ach e�ember o�'the t]mti, as�u�t�.tioa�, ur p:�rtn��ship, oe 4�y p�rs�n �uly a�tli�ri�ed. ix-a pr��rosal is s��bmitt�ci �y a corn�a�y or corpc�r���vn, th� �orn�any or corpo�a�ian ��m� and busi�es� addr�ss irt�st be giv�n, ar�d �h� pr��osal signed by ar� at"ft�ial a� dx�Ey a�«l�c�ri�ed �gent. T%e c�r�rora#� se�l rnusE �e a#:tixeci. P�wer �� �'���� of A�orn�y {��ttttartzing np�nts o� oihers �� si4n prop��tt! rr�ust I�e �rope�ly c�:rtiFi�d an� m�.tis� be in w-riting ar��l sub�ni�ted wi�fi kl�e p�`o�osal. ��-?.5 �E,��'C[ON �I' P�OP(��A�.S: �ropo�als rn�,y he r�}ected if th�� sh�w any :��t�r�ti�� of word� �r figures, aclditi��s r��� calicd f�r, conditia��,R �r uncakjed f�r �l�em��� b�ds, er�s�r�s, oe ir;e�ulan[tes �f any �C��d, �r con�airs �nbalanced v�lue oFany ��ems. Prapasa� ten�ier�:d ar ��liver�i :�fte� tkie aff"rcial time des�gn�t�d for r�c��pt �� prc���sal shali b� 4�turned to tt�e �i���r unop�n�d. �2-�.0 8�D �E�U�iTY: l�o pzoposal v�i�1 �� cans�d��crE �xnEess it is �cc�m�anied b�r a ••�'ropasa] ��curi��" oY [h�: c�aracter �d Sh� �m��nl i��{ica�ed i� �he "I�lotic� to Bidc���s'� anc� th� "Proposal." T�e B�d �ecurity i� required by th� O�,rner as evit�e�nc� o� goo+l faith oi� t�,e part at' the Bidde�, ar�d i�y w�}� ��` a guaranl}� th�t i� aw�rrked �he contract, the }3�d��� �v:ll within k�� rec�uires� �t�ne execute a�ornn�l co�tErdct �nc� fur�i�h [�t� fecj�ire� p�rform�c� and o�Y��r b�ncis. 'f�e �rd s��urit�r �f the tkuee lowest bi�c€��s v,�i1l be r�taineci ur�xil t�� contsac� is a�va�de�i ar vth�r c����c�siti�� is ma�� �h�ecof "c'he bid s�c���ity oF al! n�cr bid�i�:�s jiiay be ret�sr�Y�d piamptly at`ler the c�Yva�s �I'b�ds. ��-�.7 DEL�VI:�Y C�F l'�C3�'��.4L� �o �rupos.�l �vil! b� cnrrsid�red r�riless it is €�e�wvered, aeco�np�i�d b}� its pft�per 73�� S�:curity, to #he Ci�}+ �la����r or his r��resentative 3n �he �ffi�i�1 plac�µ af busine�s as sek �c�rth in t�e `�oEic� t� L3idde�s." ft is �13� F3idcl�:r's so��: re�}�o��si�ility �o cEel�v�r ih� p.r��o��tE {�t tY�e proper tErn� to r,h� proper place, `I�tie nier�: fa�t t�int a p��po��ti w:� d�s��tched will r�o4 be cc��sider�d. T"ne Hid�er r���t h��e tlte �eop�s�l .�c���lly' dc�iver�:d, ��ch p�vp{���1 s�a�l be in a seaied envc�ope �E;�tn�� Ena�lccr with t�� wor� "Y��PC��AL," and khe r��mc� or ��scripti�i� �f lh� gr�ject as r�esi��at�:d ir� t1�e "l�atice �o Bidder�." "i'kre e�����g� sh:t�l be a�dr�sscd to th� �itp i�laisr��er, Cit}� If4if, I'��r� �J��t€�: Te��ts_ ��-�,8 i�[`i"���L�I�WI��:� Pf��i'{_IS:�L�_ �ro�usa�� a����ally fi�ed �vicf� ��e City �'�1ars��er cannot b� w�th�raw� priar to ��e tim�: se� for ����.ing p�oposal�, �. rec�ti3e�t Eor ntxn-�ons�derstion r€rLi�t be nia��: �� �vri�ing, �cicfr�ssed to th� �ity Ma���er, anci �i1�d with him prior �a t5�� t�me s�t f�r openir��, uf �ro�vsals. �lftef afl prop�sals ��t r��lt�cstec� for �on�consiae�ation ��e o�er�d :tnd pubLicCy r�ad aloud, tlle pro�sals �'�r whi��Y ��n- consici�:r��tion r�quests h�v� beea properly fil�d may, at the opti�n �f �he �wner, be retu�e�i 4��r��e�ed. �:�-`�,9 TF,LL•�ii�.=tl��IC ��S���F��ATZ��1� �F �f�O�DSALS: Any �i+��er rt�ay ma�ify �.is proposa�i �y kele�raphic cornmunicat�an �xC an}� tim� pe��� z� t�te �im� se� for npe�tit�� proposals, �rr�vid�d such te�e�rap�i�: c+��uni��Ei�n is rece����i by k�� Cixy [��an��e� prior ka tkt� sairi prapo��i opee�i�Y� tin�e. and provrde+i l�ur'�her, �c ti�e �ity �Earti�gar is sa�isfiecE �h�t � writt�n and d�5y ���thenSicat�d can�rnta�io� a# su�;h t�l�g��phic �or:-�r���nica�i�n over the sign�,ture oF th� 1�i�d�r was mailc� �r��r �o the pro��s�l op�n�n� tin1e. [i' sucE� cot�rmation is a�t rec�iv�d within for#y-e�gk�t (�8} �ours �Ft�r the �rop�s�ri op�n3n� �ime. �o further c��srderation will be gEven sa �h� pt�pc�sal, ��w��3� �2-`�.1� PU�3Lj�` �P��I:�fC� �F l��(�PQ��E.; �'r��osals �+�hicli lia�e be�n �ru}�erly ti��d a�d f�r whi�k� nu 44�1��-cu�,si�Eera�ion ��:qx�esi" i�a� I�ee� re��s�ed will b� pu�rlic��r open�d and re�ci ��oud by tfte �ity M�a��r ar his ����hari��:�! r�.�resen[ativ� �t tl�r.• ti�n� a�d p5�c� indic�E��E t� �he "l�otic� to Hi�icic�s," Ail �r�posa�s w�icE� E��v�. b�en ogene� al�� i2��4d 1�V11� feri'1�3IM QTt t�lc �vial� tl�e Ow�er un�i1 the cor��r:�ct k�� be�n awarded. Bi�id�rs or th�ir au��o�i��c� represe€�t�tiv�s �re �r�vite� to b� prese�t f��' ziie op�nin� o� brds. ��-�_ 1 t t�' E�E��Lf�� PR�P��¢►L�" �I��VS��S S�IA�a �l. C�f153��i�[i eL.ti "I�reg4xl�r'` i� tl�ey s�4�w �ny �missic���s, ��terat�ons �f ��rm, �d�litiur�s, o� c,�r�clit��n�: n�� ��l�ed E�r, unau�k��}rz�ci �kt�rr�at� b�cls, c�� irre�ulari�ies o� an}� kin�, Howe��r, �kte {7wn�r ��serves th� �i��t �u v�•aj�re aati}� ��I ir�eguCariEi�s �nd tv ma"�e [h� a,�v�rd o�F the c�nt�ac# tc� the be�# ir�tert;st o� t1�� �ity. Tertder�rtg � pr��s�sal �sFter tl�c c�os��� h�t�r is an ��re�uk�rit� which c�,n no[ b� w:�ive�. ��-?, l? 1���C� �+�r�.t�i���TI(]I�i �I' �3[DD�i��- Biddees rn��r b� �i�y��EiFi�ci �nc� the�r prapc��ais nat co�isidere� tor an}� aF, b�tt es�� littii�te�! tn, the Followin� r��s�ns� �� R�a�ons ��r be�Geving �h�t culi4�sian exr�ts amon� i�ici�ers. b� C�ea�o�:�E�le 4r��t�c�s �or beli�vin� tli�,t an� bic��ier is interested in more th�n one prvp�us�1 tu� wurk cons�:zt�lated, �) Tl�r: �idcE�r b�:in�, i�teres��� in �ny liti�aS�on rt�;�i[�sk t41e C����ter o� wl�e�e �he �'���n�r ma� h����: a�l�ir�ti ��ai�st or }�� en�aged in lGtig�xian n��'tnst the btdcier. �� '�`�e hidder �ein� Gn �rfears on ar�y exsstrjl� car�tr��ct ae havir�g c�et'at�it�d c�n a previa�ts c�n�act, e� -f�t3e �ickder �}avin� �er�`��rncd a�ri�r contr�.�t in a� unsatist"a�tary mat�er, �� Laclt ��' com�c[�nc}� as r�vc�k�d �y fina�c:ial sk�tern�:nl, exp�rer�c� stakerrrei+k, ����s�pm�nt sct�e�iulc, a�ci such �nc��«ric:s as ��e (�wner rr�ay �e tit ko rr��k'. �) E.�nco���e���1 �va�k wEti��, in ��h�; jucigm�nt of the Owtt�r., wi11 ��evetit or [nin�er th� �r�m�� csxr�p�etion �� ad����ional work if �w��rded, h) The bi�ider not �ilin� witky th�: �wner, �n� wee�C in adr•���� n�`t�ie ���+r of nc� ageriing of �r�pa��1� #�re 1'ollowing: i �'in�r�ci�,l Stnte�r!ent s�o�+iri�; t�e f��ancial can�ition +�t' #�le b��id�r �s sp��ifiec! tn Part ";�" , ��e�ia� inst�-«ctiuns 2. A c4�i-rent r:;tp�rier��e recar�i sE�owing �sp�ci:►al� th� pro���:ts �f` � �1�fLiC� sisn�l�r ka �h� one under cons3+��ration, whi�E� h:��c been succ�:ssfully �or�np����c� by �he H�d�i�r, �, An e<<kaipr��:�t schedul� sEio�xir�� �h� er�u�pr�etit th� bickc�er l�a� �vail��l� #'�� us� ot� the pro��ct. Tht L�id Propo��� af- t�e bi���r �i�o, in [l�� ju��rnenC of k�e En��ne�r, i� dfs�ualitied uac#er ;1�� eequir�ee�en�s s��tec# her�:.ti, s��� be se� �id� �ad nut ��e�ed, ��t����} �PAl�T � - �E�ER.�E� �:C�-.�1Di`Fl��f�� �3-3 A�NA�t� A�1D EXE�L!'TI��i ��' ����J [�l��7T� ���Tt��l �3-3 A�J�►R:l� AI�T) E���1T���1 �F D��U�FS: �3�3 _ I��IvT�[D�1�'i-f 0'�! 0 F �'R�P��AI��: Aft�r �ropo��s E��v� heer� operrer� and rea�l �koud, ti�e ��opas�l s wilj b� �a�u��t�:d �n tlie k�asi� �� the quate� price�, the q�antitie� sl���n in kh� �ro�o��l, �t�d t�e �t��f i�:�ti�n oFs�i�l� fo���[a� ��r ��t��r m�t]i�ds of �ringir�g it�ms tu n cort�m<�n h�sis a� e��y be establ�s}��d in tt�e ��ntracc Dc�cuments. T�s� t�tal c�bta'sne�i b� t��kin� t�1� st�n� c�f the products af [h� ur,it prices qu�ted a�� the ��trrr�ate�i q�ant�tie� plus an� iurn�p s�im i�ertYs ar�d stiich oth�r t�uote� a�r�o�nts as may� ente� inia th� cost c�i`�he cc�znpiete�i pr�j�ct will t�c ca���d�rc� a� #he anio�n� oft�� bid, �;nti k�he wa.rd �F t�Y� c�nt�act �s ntia�ie by t�e Owner, G�te :-ight wrll be r���rved to reject ar�y or �E1 pr�pnsal� an� �rraive x�c�tnic���t�es, to r4-a�veetise Lur new p�o�o��fs, or to pr�ceed �viti� t�e w�rk in an}� tr��nner as rnay b� c�nsir�er�d for �E�e b�st i�ter�st of th� Owner, ��-3.� �t�I�C��tIT�r' �[1S�f��� �i�TERP�]�1c:1��N�.�ivYOVVNE� BUSl�iF.,�S EI�"1-�I�PRISE ��NIFLIAiv�E: ��ntrac#or �riwcs to prnvide trs (}wner, ��pu� ��c�z��s� ca�plc�e anc� scc�irat� inf�rmation regardiri� actu� +�rork �erF�x-r�e�l b}� a I�ino�ity �3k:sin�ss Ent�rpris� ��v1��) and�or a Wu�nar�-o��rte� Busin�ss E�#e�pri�e (�BE� ots tl�e c�ntract and ti�� }��yrne�xF ihcre�or, Conx�ctor �urth�r agrees, upar� rec;u�st by khe Owr�er, ko �ICow �►nd audt[ andlor ar� exarninakisxn ot an�+ bc�oks, re�or�s, �� f�l�� �n tC�� pa�sessi�n of t1��: ����r�l�tor tk�a� ��ili sub5t�n�iate [�e aclu�] w�rlc perfornic� �y a� jvtV�: �r WB�. Any m€�t�r��i r�iste���s�nta[ion of a�t}r r��ture wi� E b� grnun�is #`�r termination c�t` ���e contr'act and for in.i[i�tin� any actio� unde�r �ppropriat� ��c�era�, st�Ee �r lo�allaws and nrdir�a�ic�s r�l�tting tn #'als� s�at�ni�n[s; �t�e�h�r, �fi}' �L1G}i FriiSt��7r�S�ii[�tl�Tl m�� �� �CO[��l�S ��� di5�lia�� F:�:21��Of1 +:�f Contr�ctor at �wne�s disc�retia� for bxd�iin� orr f�ture Con�rflcts �vi#� t�e Owrt�r t�� a period ot tir�te a�' n�t les� tl�ae� six {�} montk�s. C�-3.3 E��;AL E�iPL(�Y�iE�7' Pi���i�i��l�: TY�e �c�ntr��tor sE��ll cr�r�:�ly with �urrent �ity �rdina,nc�s prc�iribi�ing discrir�in�tion in e�n�loyment ��actices. T�e �ont�acEor SF�c7�� [}Q�[ i�l� FeC�4ClP�[� II�i�IC� �O �'1�k �F��C� �il i�1C �7CO�ECC Sit�, aetd at �iis ret�uest, wi]E be gra�i�fed as�ist:�r�ce by �k�e �il}� o#'Fvrt Wo�'i�� Ey,�1 �rn�Coym��ik O��icer �vho vai�l re��r �nv quai��ied a��lican� he �a}� ��ve on fil� it� h�s ok#i::� to �C�e �o�tract�r, Approp��[e r�otic�s may b� mc�}ui��� from th� Ec�ual Em��oy�e�i# (�fFicer. �3-3.� WI-i`i�tDR�VJ�L �}�' P1�0�'��r1.L�: �ite� apro�osal �i�s L�;�€� r:� b�r filie C��vnet, i� cannot �� �vith�sa�vn by the B:d�e; wi#h3r� �ihery {9�)} da}�s aft�r th� da�� on which Ch� �r�pc�s�ls ��ere ap�t��:ci, �3�3 (1� C 3-a .5 .��'.�f�D ��� ����r'FL��--€�: �� O�vn�r r�serv�s th� �i�h� tc� witlil��l� ��aC ac4i�n ori tFic ������a�s For � reasc�n���l� tirn�, nc�� t� �:xce�d ninety (9�j days a�tef �h� dnt� o#' �pe���� pr�pa�aEs, an� iri no ��en� �v�11 an s�vard b� m�cl� trr��i1 a��r i�ves[ig�t3ar� h�tve beett �ad� �s t� ti�e �esponsibilEt� �t �he prr�pusc:� a�v�rck�e, T�ie awar�i oFthe c�Qtra�E. xf�wa�d ts rx�ad�, wili be ko t�� la��est ��ci �e5t ��s�o€�sive b�dder. '��� ��vard of the con#ra�:� s��ik €��C be�amc e#�w�ti�� �nt�l �he �wner hks naEif ed �k�e ��ntrackar Gn �vrikin� �#�st�cli ����d. ��,3.6 �'fURI� �F P�tOP�S�L SE�:�f�TIE�: A.s s��c�n �,� pr��rosed pric� ts�t��s k�ve been d��erm�n�r� F�r c�ornp;�r�sor� o�'URd�, k�� G�vaer osay, ax it�� �i�cr�ti�n, ret�ru tl�e Qr�}x�saxl seeuriEy whicE� acc�rnpar�ie� t�e �ro�osa�s wtticl�, in its jt�dgmez��, woufd �sot be consid��d Fo� ctt�;�w�r�!_ �111 ��E��r p����sal s��Ltriti�:�, usuai�y th�se o#'tFie #hr�e lowest bidders, will �e ��t:�iried l�y ��e C�v��n�� 4xntil ���e �equircd c�ntr�xcc i�as bc:�n �:xecut�c� an�i �ond ��fnisllec� or tk�e Owner has s�th�rwi�e dis���sed o#`t�c �ids, at�er wlvcll th�:y wi�l be returned by [he ��ty �ec�i:�.rv. �i��,7 Bc��DS: W�t1� xhe �:�ecu�io� and �el�vefy r�� th�: ��ntract Docurncr��s, the C:on�ractvr shaiC ���r�is� ko, �nd iii�: wiCh l�te �w�1er r� tE�� ��mc�urst� hcre�a r�c�uir�d, �1�e ��li�w�n� b�rn�s: �, €��R.F��'��A?��E �3OI�1D= A g+��d �nd �u�'icient �eT�r,rma�tc�: �ond in the a����n� of nvt le�s tliat� �Q� ��:r��ztt oF t�e arno���t o�` the c�altz�ct, �s eVi�e€�C��i �}' �i� �C[?pus;�� ta��E��lti�ri U� �E�Gi'vvise, �uaran�ec:in� th� {ull �td Fa�tlt�ul e�c�cu�ion ot'th� �vork and pc�rFarrn�trce o�'the �on�ra�:t, an� t'�e �t p�otec[i�r� of ���: �u��:r and all �ther p��sot�s against darna�e by r�as�n of n��lig�;�c� aE� Ehe �ontr��tor. �� �mprcxp�r cxecutir�n of th� work or us� c�f' i n k��ior materi�ls. �I'1��s pert�rn�a�c� bo�d shr�ll gk��tr��i�e� r,lze �a}+m�nt for a] l lak�ur, m��eri�,€s. ec��ai�rm�:r�t, sugp� a��, ar�d st:rvic�� ��e� �n �he c�nstr�cEion o t' , ttte �oric, �nd sh��� r�m�ir� in ful l Fo�c� a�d �f'f�ct until pro�+isior�s as above sti�ulate� �r�: a�c�rn�lis��i� arrd fr�al pay�n��rt is m�d�: �� �he pr�ject by the �i�}�. _. b. ?�r�Ail��I"E�l.�GE SOI�[D: �. good and s�f#'i��ent rn�i�ter�artce bond, u� the ar�io�nt af �ot �e�s t�i�n l�{} perc�nt of t�ie arn���n� ot� th� c��#raek. as evidence� by x�e pr�gos�! t�hula#ion or oth�r�vi�e, �k.13fa�kC�e3n� kil� ��i�rnpt, FuII �n� faithful ��r�`ormar�ce of th� gener�! Qu:�ru�ty whi��r a� set ��rt�t in p�rr���a�h ��-�.1�_ c_ P���fEI��'��}���- A��od sn� s��#`��i�nt paynient bc�n�, ir, khe amour�� af r�ut 1�ss �han l00 percent o#` Ek�x� arno�r�t o� th� co�tr:�ct, as evi��n�ed �y Lh� ����ossl ta�ul�ttt�ri o� ��h�r�vise, �uart�rrke�:in� #1�� gr�a��� hs�l �id f:�itiifu[ p�yrr�ent ofall claie�:v�ts ❑s �etEn�d �a rl�tic:e � l b0, �t�v�sed �i�•il Sta�uc�s of'I"�x��, l)25, ss axnen�:�ci �}� �Iut�se �i1� ��4�4, �cts �G�n �3-� (?1 Le�islsture, Reg�;�a�r �essjon, i9��, etiec[ive A�ri� ?7, 1��9, arr�ilor t€�e l���s� v�:rsior� #h�r�o�, sup�lyin� labor �nd r��ter�als ir� lh{ pr�s��uti�n of'tk�� v�r�r�C �rovic���i f'c�� in El�� �ontra�;t be�ng co�structcd u��c�er khese �p��ificatior�,�. Pavr�nent Bor�d �I�fj rern�in �n E'o�'ce un��l all ��ymen#.s �s�bo�'e stipuCa�c�d �re m ade , d. �"� FiEk� B�i�DS; Such o�her bor��s as m�y b� rec�tiired �}� th.es� Can�r'�ct Do�:�lr:�er��� sh�il �e furnisl��� by the ��rikr�ctor. Ivo surr:tki:s will be �c�e�ted !�y Ehe ���n�:r w��l� �re a� t�i� time �n �efau�l �r deEir�qxie�t or� a�� bands vr �vh�ch are ir�texest�d iri an}� litig�tion a�s�r��z the Ow�1e�. All b��ds s�Yal[ be rr��de �i7 th� �r�m1s f�rnisi�ed i�v th.� Own�r �d shal� be ex�c��e�' by a�� a�rpra�r�c� surety� canr��xar�y doin� b�isin�ss in ihe �i#y ot Fo� Wart�i, T�xas, and wi�ictY is accep�a��� to �h.e C]�vn�f. in ur�er to b+� ac:ceptab�c, tY�e n�m�: �f the surety sha�l b� in�:l��i�d c�iti kl�e �:�rre��k [J_�. �"r�asury list nf ac��pkable sk�re�Ees. ansl ttic amount �f b�r�cl w�i�t�� by uny� one sc�e}�tabic com�an}� shall n�t �xcee,i �hc amourt# �l�c�v�m on th� �'reasuzy lis� ta� t�at cam��.ny. E�c�Y bond �hall In� proper�}� exec�ted by' i�o[h the �o�rtr��to� �rtd ��rtity �onYpuny. ��ould any s��rety on tl�e contrack be d�t�rmin�d ur�satisfac��ry at any time b� t�e C)wi�er, rto[jce wil� b� �iven �he ���t��ctor tu that et�ect a�d �� Contrackc�r sh�ll immediately �rovicic a new ��ety �at2sf��ctazy t� ii�� �wr�ee.lVa pa,ymer�t will be made unci�r tlle �c�ntr�ct tultil kl�e new ���rety ar sureti��, as requirc�, k�ave ���ali�`ieci �n�# t��v� �eer� a�:ccpted b� th� Ou�eF_ Tf�� c�n�ract sh��l not be �perativ� nc�r wi�l any �aymen!s be due ar �aid �n��i ap�rav�i aF tk�e bonds by the ��v�cf. �3-3,8 FYEC�LTiO�I QF CC]�CtiTRr�►�T: 1�litr,�n ter� {!Q) �iays a#�er xi�e �waer has a�pra�ri�t� ��:s�l��ion, or ot�tet-w��c;, aw�r��d �he c:��zracC, #he ���ntractor si�afl �xecuie �nd fil� witll �i�e �wner, the Cur�tr�ct a�id suci� bonds �s n�ay b� req�ire� �n ti�� ��ntruc:t Ilucuments, I�n Gun�ra�t sh�il be �indi�ig upan �h� �wn�:r uiski� it has �een atteste�i by the �t#y Sc�e:retr�y, appr�ved as to for�rt and legality �y th� �it� �tt�rney, �td exz�uted For �h� Owi��t �� e3x�e� the M�yar �r �ity Maz��ger, C3-3.9 F�1IL�Ji�� T� FK�:�L�E �C��fTRA�'r: The failK�re �t tlie �w�rdee to ��cecu��e [he required boz�ci �r bancfs ar to si�r� 413e r�yui��� ���tract within ten (l{}� da}�� �ter tl�e con�raci is �warded s1���] be consid�r�d b� the �+�vtter as ar� �b�+�t��rn�n� of his prvposal, �nd the o�v�er m�y aonual the Award. �}� e��an t�f tk�e unc�rtair�ty ot` ;i�e maric4t prices o�F ma��ri�] an� ��t�or, and i� b�ing impractic:�tb�e ant� �iii�"�culx to ac�ur��l}� d�t�rmzr�e t�l� amouni 4�E� d�nl�zg�s a�c�lrri��g Co �11e ���er by rea��n oE s��d awardee=� fai�ur� t� ex�c�[e �aid baud� an� car�tract �ritk�n te� (l{]) d�tys, th� pro�a��l s��:�xit�r acco�n��r��ing tl�� �ro��sal shal� be €�ie :��r�ed �uY�ur�t oF d:Yma�es w�icF� t"ne Ow�er will su�f`er �y reason o� s�ch fa€l�u`e �� kFte part r�Fthe A�var�e� ans� s�x�11 t�efe��on immedia�ely �ry �+�rf�ite�i Ca ��ie ��er. C�-3 (3) '�-h� fili�ig ��` �, �ro��osal �v�61 be curisider�d as ��`c�p��nc� o� this �r�vrsivn i�y tl�� l3�d��r. �-3-3, l�7 �3EC;l��YIN� VJp€�: T�� �ont�c��r sha�� ri�t comrn��ce war� unki! a�ttY�orize, in v��i�ng k� �c� �� by �he O w�er. ��ould l��e �or�trac��r fai � t� �a�ence �vor[t 3� [h� �it� �+f the peo��c� within Eh� time s�ipul�'1��:� CT't [�� 1�Yi`!t?tIl e1liC�iQT1"I.�i1�I� C�SLI�.El}� ��['TC3�C� A�4'ork �rder�,ci; ur �LProc�ed �rd�r;c�, �t i� ��r�Lri [h�,t �he �u���y �arngany ��rill, �vi t�i�z ten � 1 O� CI�VS 3f{�� �Ele i:l?l3lClll'ClC�3T1EII� ��li� SCi �Offi�3 1� SLICiI WCL��iI �'Fll�iiDii�ikti013, carnni�nce lk�� pfiysi�a[ ex,e���tic�t o�' �h�: contract. �3�3, f i����Jka�T�€��: "Y'he {;�ntract�r sl�al..l r�ot cotYu�n�r��c work tmder tEus c�n#rac� �ntif Yte h� a�taine�i all i:����atEce r��r�ircd ur�der t�� Cc��rtra�t Dac�t�e�ts, and su�h i�suranc� h� been a�prc�v�� by [h� ��v�e�. �he prirn.� ��n.�ra�icrr sha1E b� r�sp�nsib�e far cE�li�erin� �a [h� ��vner �he s4�b-cc�r�tractoc=s c�rE� tacat� c�F a�suzan�� for a�prnval, -I-h� �rime ��r�tra�tor shaR� in�iic�te ��r� t�� ��rtiticatV ot i�suraExc� incit�ded tn �E�e civ�um�:nts Far �xec��ior� w�e�f�er or nol his �t�surar�c�.; �o�ve�s sub-con�ractor�. It is �h� inE��t�un ot' th� i��vnef chtlt ti�e insur��;ice �c�ver��;e recjuire� �ter�:isti sf���� itY�lu�e #h� �overage o� �l� �ub- �onE�a�l�rS. a, C(��rl��'�S�TI�� II�1��1I�,�,?dCF: T��� �o�tr;�c�or s1rta�� m�ti�i�air�, �r��ir��; tl�e lif� +��' �his eor�Era�i, 1�kforicer� �.�m�en�atiun [nsu�anc� ��n aE1 oF h�� e�n�Ecry�e� Lo b� enga�ed irt v�•�r�C un lh� peoj��:t uncier iC�i� c:u�YtracE, ancl tor �ll ���b�c�ntr3ct��`5, �n c�s� ��y c��5s c�i e€r��rCnye�s e��a�ed in haaar+�ou� wc�r�c ua tl�e �r�,jec� ��d�r kEiis cnrttract i� r�ot protecked urscier tl�e �JurCc��� C:c����nsation �c.�t�l�t, �f�t �;on�ra�tur s�tali pr��ri�e a+�eq��dte �rn�loyer=s g�neru3 �i:ab�lit� ��suFar�c� for �h� �r�it�ti�ti oE`s�«1� of his e��lc�v�:es na� �o pr�r��t�:d. tr_ C:�[v��'1��,��NSI�l� CTk��lEE��L �.I:LSI�.,�'I'`f E'�15�.lf�A.:�1{;F.= �1he �:�r�tra�:tc�r S�1al� �ro�ure ���[ sEY�[1 rn�int�xin r�uring kh+� li�'e v�' #his c�kntr�ct, C'o�preh�r�sive {��r�e�:�f �.,i�hilit�r Ir�s�r�thc� {Publi� ���biki�y and P�op�wrty Dam��� l�su�ance� €� tl�e �n�o�n� nc�t l�ss th� �500,00� c�verin� eaci� occw-r�ncc �n ac�ount oF Yxc�rdily ie�j�ry, IIiC�LCc�IIi� {���i�l, �€1� LD �l.fl aE710L[iYC fl[?� l�ss tl�ar� � S��,OQO cu v�ring each occu�renc:� c�r� ac:count o# �r�p�:rEy �a�nage VJ1CI'1 ��r�I}0,40{7 �rnk�sella policy cove«g�, c. ADDI7It�C�ALL[,tlHi�.l�`�_ The�an�ra�torshallfur�is�iinstiEra�ice �s a�e�ara�e po�fcies or by :�ddition�t! ead�rser�tent to �ne o�' the ai��ve- r�e�ti���d poiicies. and in zh� arr�outtt as s�t forth ior ��bli� lia�i�il� and gro���ty �m��e, �he �oil�w�ng ir��ue�r���: �or�tir��ent Lia�i�iEy �c:��rers C��t�er�l �c��tracto�s Liability for �t�Es ot sub�contr�ct�rsy. �. 81as����, �riaf ta any b�astir�� beEr�� dune. �3-3 ��) 3. �n�la�se oF b�ri�ding� or str�tic#ur�s ad�ac�r�t t�� exca�axivr� �i#' ex��vstioii are pe�f�rr���d �d��c�nt to sam��. 4. D�.rru�ge to urt�i�.rgr�st�nd utfliti�:s far $��0,000. 5. 8u�l�er—s �isk �v�+l�erte ai��ve-�ruund s�r�ctures �ee invul�red�. 6, �or�tract�al Liat�ili�}' �covers all in�emruficati�� requir�nier�[s of �an����#�. d. AU`FC��rf�7BILE IN�LlT��C� - f�ODiL� �Valii�Y ��il� i'�DPFi�TY D�����C�E: `�1�e Go��r:�ct�rr ��ail �rocure and maintair� dur�ng the li�'e o#'Clv� �oi1tT���, �ompr�l�en�ive Aut4�r�ab'ti� Lial��lity Insuran�e in an amoun[ n�t less than $25f�,Q�O f�r 3nj�rries ir��ludi�� a�cid�nta� dea�h tv :usy orte per��n �n� s���je�� t� tlte s:�me luni[ �'�r �acrs p�rson �n mmvunt �ot 1�s� th�tn SSOU,��}� oa a�:�:o�ar�k �F on� ac�id�nt, and ar�tomo�il� �ropc�ty damage insu�a.nc� i�r an amo��n[ not less t��an �l��,��4. e. ���P� �F IT�1�[JI�I��E r�I�b ��'��IAL H..��A1�.T); `�'k�e ti,vsttira,�ce requir�:d t�nd�r tY�e abc��re par��rt��l� s�ali pravide a���{��a�e �ra�ecti�n Far �h� �'�ntr�ctor az��l his �r��-cantr�ct��.�; r�spec�ively, a�ainst dam�g� cl�Ems whi�:h m�y ar�se �r�m ��er�t�o�rs r�nr�e� this ���txra�t, wheth�r s��ch o�reratior�s k+e #�y zh� jns��r��i �r �y� an}�ot�e direct!}� or indire�#!y em�l�y�d hy C�im, ��d aisu aga3nst afly �fth� Folio�vin� s��cial har�fcis wh�c� ��y �e eilc��n�ered in tk�e performance of Eh� Cor�tr�ct. �, Pf�D��' C?�' �A�.�I��E C�F ���_J�t.A.���: 'T�e t�on[r�ct�r sl�aEl f�r�isFi �he ownrr wit1Y saCi�:actory pr�a� of ca�rerage i�� insti�rar�c� r�quir�d �n tk�es� �or�t�a�t T.�ocuments �n �i�e amat��ts a�d �y car�i�:rs sat��fac��ry to t�e �wner, ��am��e ax�ache�i.� �1�1 ir��u�:�nc� r�c�uirefn�nts �nad� Ltp�n kk�� Contractar sl�a�l ap�ly to �Fie sub-ca�rtr�ctoxs, should tt�e P�rn� Con�ractai=s ir�s�ran�e rtot cover t�e �uE�-c�r�tractar=s w�rlc {�����tioas, g, E���AL A�r��+`�' F��. L�SUR.���'� r��lD B��Di��: 'I`:�e in�urance and bon�in� �uinpani�s wiih wl�orn Gite �c�r�tr��ct�r—s ir�sur��.e �d per�o�mat�ce, paym��tC, r�tair��enance and �Jl suc� o�her bc�rids are wr�tten, s�all be re�res�nted bv �,n �ger�t o.r agents �aving an orfice lo��ted within �e c��� �3�3 {�} lamits of' t€�e �it}� of. �'or� W�r�l�. �'�rr�nt ��u�ty, �'exa�. E:tcf� s�ctt ��e:�� s�alE b�, a du�y �uali�'ied, �ne upor� w�Yorn ��tt�oriE}r a�Y� pov��er �� �c� or� belYalf o�E'the ii�suranc� an�lor bondi�� corn��zny �o ne�o�i�te �d s�ttle +u��kt t�te �ity oFF'ort W+�r�l�, �r �ny� �]i���r clainiant, and cl�ims ki�a� the �ii}� ���'ort V�lor�h ur �ther c�aim�n� or any �ro�erk� owner v�rho has b�en ci:Ym���d, rt��,� l��v� a��,ains� tt3� �onlracE��, ins�ra�ce. and�ar ban�iii� com�ar�y, Ii`if�� lc�cal i��ur�ce r�p�c��ntutive is not so cmp�we�red bv tl�e ir���arance �r b�rtclin� coin�anies, t�i�:n s4ich a�th�rity must be v�s�e� �n a lacal a��nt o�' cja��ns o�l�iccr r�sicirn� sr� tlie I�1etr��ie�x, ttYe �ort �ortyi-D��flc�s ar�a, 'I"he name �#� the {x�e�tt, c�� agen�s sl��l� be �t Cor�h �Rt all �ucE� hc}n�is ar�tl cer�i�cat�s �F insuranc:�, �3-3.1? C��iTR�1C;Tc�t�= ��AL[�r.�Ti[7�l�: Llitd�r tl�e �an�ac�, tE�� Curitr�ctarshaE! pay Eu�' ��l rna��ri�tls, iabar at�d s�zvices w}ren due, �3-3,1 � W�:�KLY !'r��CF����LS; �l cenifie;� �:c�py ��`eac:t� p��rr��l covefir�g payrti�nt aF v,�a�es [a 4]] p�:rsurt� r:nga�e�€ in wor�C on [i�e �r�+,jec� �� tl�e si�� �f tlie proje�� stu�li be Iur�ished za th�: O�vne�s representa�i�� wttfni� seve� {7) c#ays isl-��r t��: closc af ea�l1 payroll �e�i<rd, A c��y �r copie� of #fne app�icai�l�> m�ni��i�x wa�e raies as set forth irY t�t� �+�ntra�t I�CkG:l1I[1L:[1�5 5�ke7�C �}L: �C��7[ �OSL2C{ IIl k3 GOi15�71�1t1]k�5 �}��CC �� ��1� S1L� {7� LY�� �]CC}i�C� AE {�[ � tEmes dx�rin4 �1�r co�rs� nF tl�e i;�ntrr�c�, Cap��;� �� i��: w��e r�t�s �v ilf �e fisrr�is�seci t1�e �or�tra�tskr, E�y #I�e ��vner; �crw�ver, �ost't�z� and pfo[e�ti��r� oF[h� wage r:�t.�s sk��ll h� tine �spu��i��lit}� of ��� �orst��ctior, ��-3,1�4 �E7i�fl`E�A����`{��.'�S C�?*��I'RA�T.�DI�1II�1i�TF�TIC7T�+':, riny�ont{',sc:t�r,���Y:e�l�er a p�r�arr, p�:rsai�s, ��rtnes��i�, cofnpany, �rm. as�nc:i�t�i��, s�o�por�tion or s�the� w��a �� a��rove� to do €��a�rnes� wit�ti atic{ ent�rs in�o a c�ant��ct ��ith ll�e City f�f constrv�tia�i c��' �rater a�t�l�r sa.r�i�at� sc.we� k�cif i�ies, �vill f�ave or sh�f l est�h���� �t tiE�ly oper�tiona! busir�e�s c��tice wiihin th�: �'ort �Vort�n-Da11�s �1e�r�polit��� ar�a, The C;oz�tr�ct�+r sh�1] �h�rge,,J�.w1�ga��, �r ��sign tl��� +�f�ice ���r h� ma� d�����te �s Praj�ct �u�:erint�r�cier��} t�vitk� �alE ���cs�it}�� to t�ansact a�l business ac.�ons requ�teci �n the perf�rni4�Rc: �� r �l�e ���trr�u�. T��is la�al aut��ority �h�; � bc n��d� r��p�ttisihl�: to a�:t �or the �t�ntr��io� it� al I m� tters madc: resR�rr�.sib�� ccs ac� For tk�e: �ontractor ira �l! tr�itit�ers �ert�ir�i�g t€� th� wark �,�ve�ned �y t�e �'ontract w��e�her i� be adr�inistr�tiv� ar �z�Yer wi�� �nc� �s su�c� sfn�� � be e�npowered, �hus d�Ee��teu �utd ��i��t�rl, to sett€� �11 material, labor ar �th�r exnendi��zee. al� cla.i�r�s ag�ir�t �v�rlc +�r �nv �t��r �st�r ass�cia�e�i 3ucEt as rnai.n#a�zt�n� a��:y�ate and apprcaprs�te ir�ur�nce or se�u�i��r �:�sver��e tiar the proj�cL_ ��ch �oc�tE �uxE�nrity �ar th� admir�isifatiart oE` rh� work uader ��e C�ntra�t si�all �� r�:�intained 4�r�ttl all b�siness �ra�s�.c;tior�s exe�ute�! as �arz o�k the �ot�tract �re c�mple�e. Si�o�ld t}�� �c�r�tr�ct��� prir�c�pal ��s� �i ��ersti{�s�� be o#h�r t!•�an in ihe Fort ��orth-DaC�as rr��t�op�C�r.ar� ar�:a, naxx�ica�ian o� tC�� ��atsactor—� :a.s�i�nm�nk uF Iocai au�hori�y �h�l1 be mac�� tt� wr�tisl� t� the �I1�1i1��� iPl ���'�i1C#.' o��r�y work on �h� ��•oje�[, aJE apprupria�e�� sig�e�l and s�al�d, as applic:�bf�, by [he Con[rsc�or=� respc�nsi�1� ��fictis yvitf� tne tind�rstar��inQ that [��s wn�[�:r� assi�nm��� o�' �ulh�ri�y ta the lc�csl f�Pr�S2IIE�C�V� 3$1�1 �ec�r�ie �art �f the p�a}ec� C�a�tr.�ct as ih��:r��i bouud directiv ir�to khe pes�je�t �o�ttrn�r�l.�, �h� �3-3 {6} 3nt�nt r�f tk�ese C��}ll1feTTiCi1�5 i� �h�� all matt�rs associa�ed �vith khe �'ar�tra�to�� ��mir�isEr�t�ar�, wk��th�r �t �e �rie�l�d in �LI�t�YC�lil� k�1� v�1�?r�C, �� a#E�ef, be g���r:�e�E uire�t by loc;�tl authorit�r. Thi� sa�ne rec{�ircmen[ Es �m�o��.wci an in��ar�nce �r�d surety t+�v����i:, Slio��id the �onzractc��s €o�al reprtes�:nEativ� fa�l to per�'arrn to the satisfaction at"the En��ne�r, th� ���ine�r, �t �iis sole �iscr�ti�n, may� �errrand �iac such lc�caE repres�r�ta��ve �� replaced and �h� F�sgine�r �nay, a� his so�e c�is�r�tionr stop all w,�r1c u�1ti1 a itiew l�cal �utk���rEty saEi����ct�ry ko the Elt�ij�eer is a��i�ne�. No credit ot w�rkin; �Eme wil� �e �lkow�d fo� penod� in w�iich wark stvp�a�e� ar� �� e��:�t �-��t ��is r�asc��, �3-3,15 1�EN�_Jk�: �e�ue of � ny acE�c>n �ier�ir�ur���r sk��ll be �:tclusEvel;� in Tarrant �ount}�, ��x�s. � , f ,, i f � 1 � ��-� ��� PAE�T C - �E�IERs��. �(�C��ET���� C=�-4 SC�F� UF' V�lQRK S�CT�{��i C�� S�Q�� 0�' WORK ��-�1_l !?�iT���T Or ���f`�"F�A�'T DC��U[vIET�1�'�; lt is �Fre de#inike inte�tion of �t��se �o�tsa�t l�ocumenks zo �rovide �ar �, comp�ez�, k�s�ful prajecE v��i�h li�� �ont�acivr ��d�r�ake� to canst�i�t �r �arnish, �il in #�Gll c����lianc� witl� #�� req��irer��nts �nd intent ��' t3�e (':�ntract D�c�m�nts. It is d�fiin�telv und�rstuod that the �:�ntr�ci�r �?ltakl du a€l wor€c a,� p�o�ide� for i� the �onix��t Dc�cur�ents, sr,al! do all exlra or spe�ial wc�rk as m�}� be �ansi�ered by� t}�e �wn�r as e��c��sar� ta comp€�t� the �r�j�ct in a sakisf�t�tary and ac��ptable martn�r. `I'he ��ntrac�vrt shall, unkess otk�erwis� speci['ic�ily �tat��i in t�i�s� ��nt�act Dt54:LCL13�11iSt fi�r�li�l� all l�bor, [o��s, m�teri��s, mt�x�hin�ry, �c��r�p��nt, speciai services, �,Rci �nClde�ittlLS flC��SS� t� C�t[: PCO��:CL1t10R �Iid COiri�7��t�lJR �F k�� �T���Ct. C�4-�,� �F��I��. PR01lI�iO��S; S�ot�ld a�}+ wark of condit�a�� wk�ic� are ��t thor���gi�l�+ and �a�tis�ac:ari�y stip�l{�ted or covered by �e�er�� o� Sp�c�al �onr�it�o�s oF these ��n�rack D�c��rrtcttts i�� an�icig�r��i, ar sl�t�uld tl��rw be arty additi�n�l �r�p��ed w�r�C which is r�ot ����red �y khese Cor�tracc Ducurn�nE�, the "S�ectal C'rr�vi:�ic�r�s" COV��fil� c��� 311�i1 WOf�C V�fijl �t' �regareci by t�re (����� previaus to �he time of r�c�:iving bi�s t�r pxopc��{��s ��rt a��l such w�r�C arrd �`urr�s�eci �cs t�e �3id�i�r in t1�e forrn of Adc��rtd�, Ai� sucl� "S�e:cial Frov�si,�ns" sh��l 1� c���id�:��d ia h�: part oi' [he ��ntrac� Doc���:nts �usf as tt�o4a�;k� t���� were �arE�,t���i�y �vritken �l�erein. �`�-4_3 1�1(:;l��;r�SF17 ��D���AS�U Q[J1�Ai`�'l"E'iF..S' �'h� �wn�r res��res the ri�h� �o alter tE�e +�uanc��ies of t%e worl� �� b� perfarrne�i c�r to ��ctend or shork�r� the ir�provemer�ts �� rtny titx�e wl�e� and as f�+�nct t� be ne�:�ssa�y, a€�d the �'antr�ctor sl�a�l perf��m t�ie u�nr� �.� �ltered, incr�ased �r de�fe�t�ed at �1�� u��i� �rices. �uc�i incre�sed +�� d�creas��i quar�tt[y� ��aE1 no� �e r�ore rhan tw�s��y-#iv� �?S) ��rcenE o�' �'i� co�ttim�la�ed c{uarjti�y o�` suc� ite�n or it�:ms. �h�� such cF��n��s i�cre�s� ar decreasc th� orig3nal qu�nti�• o�' ar�y item a� item� of ���or�C t� be d�n� or a3ateriai� t� be fi�xz�ss�eci by tL�e '?� percen� t�r mor�, then eit�er �Arty to the co❑tra�[ srial! upon writ#en req�est to [k�e �ther ��r��+ be ee�Litled Ea a�vise� c:ot�s���:rali�ri �por� that portio� ot tl�c wor�C �k��v� or b��o�v the 2� pefce�z uF kh� origit�al yuantity st�t�d in xf�e prapo�al; s�ch rcvE��d �:ons�der�tion to be det�rr�zin�d b� specsal agre�r�en� o� �s C�ereir���t�r �rovided t�r "Extr� �Nark." I�o �klow;�rkce wil� bc mac�e 1'c�r �y chan�,es in a��ic�p�les� prot�ts r�a[ ��a15 sucl� c:k�ang�s be c�ns�der�d � waivin� a� ir�va�i�a�in� any �or��iti�il� or �ravisian� of �l�e �or�tra,ct D�a�utr�en#�. Variati��r�s in q�antiti�s oF s�t:�ry ��wer pip�s �n deptf� c�te�one�, ���ll be ir�terp�ec�� �eretn �s ap}�l}�ing t� overali q�an�tie� �� sanit�xry sew�r pipe in ��c17 pige si�e, bu� not to t�e v�ri�us dep�li cate�c�ri��. ��-� (1) c��-4,� A..€vT�F�"i'�[0�! ()�= �0:�1'�A�T D��CJI�[���1'�: �y ��:�.r�e or��r, t�� o�vr�er re�erves thc rig�lt �c} rnake �uc�t chan�es in ihe C�ntr��t Doc��r�e�ts �nd ir� the ch:�r�cter s�� y�an[it€es af ti�e �vor�C as rnay �e ncc�s�ary or �esirabl� tc� i�s�are c:�r�l�le�ion in �'te most ��tis#�ctoty rn�nz���`, prv�ici�d suc� chan�es do nu� material�y ai�er th�. ori�inai �ont�act �octtrn�:ats or ��a�ti�� the �encral rtiatu�r� �f �he gr�.��:c� as a whnle, �uch �k�an��s sk�all nc�[ be consid�r�� as waivin� Di IRY��l�3C1L12 �,fl}� ��fi�i�l4i� OC �}f�Vl4�Ofl D� �lie Coe�tr3et ?��cumer�xs. ��-4.S F7��I'F�1 1�J��tK: Ad�i�k�nai w��1c �ad� r�ecessary �y ch�ng�s {rn� al[eratians �� the �ar��r�ct l�ocumet�E� or t�F q�«�tifiies c]r ��� ox�er s��sa�s f�r w�ich �a �rices are provid�:� in tiYe �ontract �ocume��[�, st3aEl kr� def��ed �.� "�.x�ra V�1orlc" and sl�al3 be pe��`oeme� b}' �t�e ���tr��:or ir� ac:�ar��nce v�•ith t�ese �ortr:�ct T)acuments �r a��r�ved adcii�fn�s tl�er�to; ��ovid��f h�w���:�', �h�� betc��e any ex#ra �vor�C i� 1�gun a"�han�;e or�tr" sh�!] b�: �xe�:►�te�i 4F writEcr� ardc: is�ued b� t�e �v�rner �tx do tC�� �vor€c for paym�nts c�r c�e�its as shal� be �eterri�ir�eci f�y �r�e ar rnor4 c�m��rsat�on of tC�e t`oklowin+� m��hr�ds: a, �lni� �id �ri��: previuusiy �ppr�vcd, �, p� a�r��d kump sum. c. The �ctt�al rea�unahle cc3st ot`(l� l�hu�_ �'?j f�ntal aFe��ut�r�tiYcn� �s�.�� s3�1 !lie e:ttr� �vor�c fo� t�Y� tim� so u�ed :�t �ssnc�at�:c� [�en�ral C'�ntr�l�tor� c��F �neri�:r c�rne�t ec���pin�n� rc�zt�,l rate�s. ��} n��t��ials e�ter�ri� p�rn�anen�ly i�t� t�nc �rr�jec�, and {�k� a�t��al co�t ot �risti�r.lnce. �und�, snd su�c:t�C sec�r�ty �� d�terr��ined !�� the �wn�:r, p��s ��txed �e� to be a�xee�i up�� but ncft to exc�ed i�:1 }�erc�t o�� �he ac:t��a3 cast c�t such extra woe1�_ "ffne ��e� f�� is �at tc� it�c[��ti� a�1y additiat�l �r��i� �o the C'���racinr for refital u#` e�uiprncnt o�v-���' by him at�d used For extra waric. Tt�e #'e� shall b� Fult a�d cam��etc �o�n���sau��n to cover tF�� cost o# Si1�7�F�SlX�flC1�I1C�, nver�+�;t�E, �th�r pro�'it. ��[�ef�� �n� �lI UEhc�f �7C����� C�+�t li7cluCI�� kIl {L}. �"�}, {3j, and {�) ab�ve, The �crr�kractor �l���ll ke�p a.c�urate cnst ���ar�#s �n k�� €'�nn a�cl in the r€�echa+� su��este�i �}� ti1� Or�mer {tnd si�a11 givc ;tie �wnee �cc�:ss to ail �ceou��s, hi11s, �•o��h�rs, �nc� re�ords r�latittg to kh� �x#r� �Vor�C, �1t� "�han�e �}rri�r" �hall bec�me ef�'�cti�e unti� it h�s b�e� app�o+r�� an� si�z��d by �ach ot t�i� �ontrac�in� P:��tie5. i�v cla��n for �xtr� V�lor�€ �� An.y lc�nc� wiil b�.w �l.iow�c� �n�tss c�rde��d ir� writin� b}� the �wner 1n �as� ���y ard�rs �r iiistn��tic�r�s, eiGfier ora[ or w�ir�en, appe�r ta �he ���[f��L�r ta �r��u�ve �x�e�t 1�forlc ��� wY���h Y�e s�ou�ci re�eiv� c�rr���n�alic�nr h� si�all rt�ak� writ�e� i�e�ue�t Ca thc �n�in�er �of wriCx�n os�ers auC�uri�in� s��h �xtra WQr�t, �riar �� �e�ir�ing s�cY: w��rk. ��-4 ��} Shu��d � dEfi�rer�ce arise �s to �vh�t �i�es ort dose not ct�n�titute Est�a Wor;c, or a� ta the p�ymen� t1�e�e�F, �n� the En��n��r inststs upo� i�s pe���rrnance, t�e Cankrac�pr sfiall �r�ce�d �vith tl�e vao�l� af��r rr�aicing written r��u�st fot writtet� �r��z� ar�d shal! lce�:p ac�:�lra�e acc�+�r�t �f ih� aclt�al re�sr�n�ble c�sk �l�c�e��` as �rovi+i��! urtder inetho� {Ytern �}. �la�m� tor �xt�a �v�rC� �+YII not be pair! unless tl�� �o�tr��t�r st�all fi�e hi� c�aim w�[h ��Ye �wr��r wi��rin �ive (S� ��ys b��'ore th� 4irr3e �ur rtsaki�g t�� �rst e��ima�e �i�eF s�ch wo�lc is done �nd un�es� ���e cl�irn Es supported by s���s�act�ry vot�cY�ers �,nd c�:�tifie� ���r��l1� cc�verin� �ll labor an� m�t�ria3s expe�de� u�on sai+� E��ra �urk_ The �or�tractar s1�a11 t��r�iish t�e i�wr��r s�ch instal3:�t��r, recor�s oi- af � de�riativz�s �rorr� tihe �ri�Ena! �=on�r�cR Da�ur��nts as rr��y b� n�c��sary tr� en�ble th� �wrr.er tn �re��r� fc��' perrn�er�t �ec�ord ��:�rrect�d s�# +�f plar�s sl�owing t�e actU�l i�rsla�l�tion, -�t�e c{}mp�:�lsa�i���Y agr��d u�on f�r "�xtra Wor�" wl�eth�r or tt�� initia��d �y a"�h�n�e Order" shall be � fu]E, �or��rti�te a�ad fi�tt] �ay�n�nt �or all cc�sts �on[ract�r inc�r� aw r� res�l� or r�3a���g to t�� cha�Qe or �xtr� �v�r�C, wh�tl���- s�i� cos�s are knov,ar�, ���cnnwn, f�r�s�er� or trs�fores��n at t��►� �ime, ���1udi�i� w��ha�t limi�a��ur�, �tty ca�[� �o� de���r, extende+3 averl��ad, �ippi� or inn�act cnsE, or arty �tlY�r �ifec� on s:hanged oF unci�anged wark as a res�1 t of ��e crY�,r��e ar �xt�� worlc, ��-4_� ���iF..D�JLEO�' �1P�i�rIT�(�?�!; H�fore c�mm�ri�ir�� any �vor�C ��rsder tl�� contr�ct, tlze C;c��i�ractc�r sha�i suhmtt tu t�e C�wrrer ar�� receivc the Dwr��:r's ap�rroval ti�ereot, a'`Swne�#Lil� �#� Op�:rations," s�owin� �y � s#rai��t 1i�e n�ethoci t��� d��� of �om�nen�ing anci fi�usl�i�Y� each af ih� rr�aj�r �I;:rr��:r�ts o�' th� �c�ntrt�ct, T?ter� s�►Il b� also sE�or�rn th� �stir�ia��� ��r��tl�ly cost of wark fr�r whiciY est�rnat�� �re �� i�� �xpect��, Th��e �i���1 be �res�r���d �lso a c�r��os3t� graph �howin� �h� anlict�at�d p�a�ress af cunstr�tctian witfn tf�e ti�rte ��ing �lotted h�ri��nt�tl�r Elf1t� �;CFC�:IlE31�� rat' �om�i�ti�� �rlc��x�:ci vertict�l�y. The pr,��re�s ch�,r�s stia�l be prepared ot� 8,1��" x 1l" sh�cts an�i a� ���st tiv� �l�ack u� bl�� �in� prir�ts sllal l�e �urnished �c� the Own��. ��-�r_7 P,�(]CitE�� SCj-iEIlUL�S_��It V�fA`TE� f�?�D ��WEIZ PLa4�'f 1=A�iLIi'SE�; �14'it�iin t�n ��0} days pr�c�� ta �ui�mis�i�n �f th� fir�x tx�or�ck�y pro�r�s� pa}�m�rjt, tY�� �ontrs�tc�r sha�1 p�epare �r�d subr�i¢ tv the ov��ne� for ��pr�v�1 stx conies o� t�e sck�eduf� in w�.ic� the Con�r�c��r �r�o�os�s io carry �n �ctivit�e� ���tcl�ding gr�curem�r�� �f m�te�ial�, pla,�s, �� e�uipm�n[) �nd tlti� ctr�tem�f�ted date� �or compte��n� the sarne. Th� scFie��le sh�l be in the forr�t of a#im�} schedu�� i;r�tical 1�a�� �4�.e�hod {��1�I} n�twurk dia�ratn. �.s tl�e w�r�C pro�resses, �h� ����ract�r s�a11 e�k�r �n Eh� diagram t�ic sct�u�� �ro�re�� at [h� e��t of �,ic:�� par�ia� � pa�men� �ri�d �r a� such intti�va�s a� directed by tE�e F,nginep�. '�'l7e Con���tar sh�l] �iso revise the s�l��dult t� reflecl an� ad��tr�ent� in con#ra�;� ti�e approved by �� ��ginc�r, Th�e� c�pies of th� Ltpc�a�ed sch�dule sl��il k� deliv�red a� ��ch i�t�rvalx as �iir�ctetk by th� �ng��eer_ A� a rr��ni�tum, the cor�[r�ction sckte�lul� shajl incorp�sai� ��1 w��k eiernen�� and �c�i�iti�s indic�t��: ir� #l�e praaosr�l �nd in �e te�}�cal �pec�#i��tions. ��-� {�) Pric�r t� th� i�nai cirat�Eng o�' th� �k�taile� constr�s�tion �chedul�, El�e �onir�ct�� slial� revi��v the d�Ft �chedu�e ���t� tk��: ���in�er to �nsur� tl�� �anx�act�r's �ind�:�tandjn� �4' C1t� Ct�iltT�CI f�c.[113CeI�[1c:31E�_ 'Che fs�klowing gui�i�li�e� shall �� adiYcre� to in pr�p��rir�� [i�e car�strue#ic�n scY��duie: a, �iiestone �;lEi:S �i'i� f1I3El� �7T�]�Ci COP7�]�eCCpTI �A�e5 �;"1�f1 �7C Cj,��t�0�}�{� tQ coi�orr�i i� ck�e tim� ���s[raints, seque��cii�� �e��iren��-Gtt� �nd c�fnpt�tiar� [i me. �, -T'lze c��str�cki��l pra�ress �Fral1 be �ivi��� �t� activ��ies w�th t�me �ura[��ns of a�p�oxirnaz�iv fo�;rte�n d�ys �1�) days �r�d �o�stn��tion vu��re� r.+�� �o exc��.d �50,�00_ �a�r�catio�Y, de]ivery ��d �ub��irtal a�:t3vities as� exc�p#i�ns to this g�idelin�w, c, �ur�t�ons sh��i �� in �:alend:tr ��ys a�ci n�rrnaf l�o�i�lay� ar�d we�:h�r condi�ians �ver khe d�ir4�ticrr� af ttYe �ontr�ct s�tali be account��l �or w�t��i€� t�1e durataorY of ca�:i� ac�ivi�y. ci. OIYe cr�ti�al pat�t shal! b� ;�c��vn �r� ��:�= ���Y�t���tior� s�i��i�t�le, e. T'�na� tirr�� Es defineci �� [1�� �rrio���t ol` tirr�e �i�tr�r��n th� e:�rli��t start daee an� tfne �r.'li�`�'� SiiifL {�clL#: l"!� � ehain �F �c�i�it��s �F the �P�� cons�rac[G�n sci�ed��l�. I=1��� tirn� i� no� �'c�r t�e �xc:lusive z��� vr ben�i�r af ��i�ler t�� ��ntr�ctur �r �'ie [�w�er. � Thirty d;t}�� �h��l �e tiGs�d for su%mitkzi re+�i�w �nl�ss otherwis� sp��ifted_ 1�t� �onstructi�+�Y scheduEe sf:{rl� �s �� mi�timu�, b� �ivtd�d int� �en�:ral ��tegon�:s as indi�at�c� in �h� �ragosa! atrd T�cl�icr�l Sp�cifi�n��io�rs and ea�:� �e�era! cat��c�ry s�:�li be �rok�r� c�u�vn into activ'sties in enaug� d�tail to ac�ieve �ctivities ��' ap�toximaEely fUurkee� ( ��� �nys dura[�on. Fnr ea�� g���r�l ca��gc�ry, tl�� cc�nsts��t�on scl�ed��e sh�11 Edee��i�'y a�� tr�des or subcoutfac�s �vhr�se work is fe�resented by activti��es t1�at f+�llow the ;��i���ines of this Sectiur�. �'�r eac�i ��' [I�� tra�es or subc�ntra�ts, tf�e c��struction sL�e�s�l� sl�ail indicate the €'�llowin�, procs���ner�ts. c�r�struciiun art�i preac��ptance a�:�ivities an�i evenes i� th�i� Cv�ic�l sequen�e far �q�tiprz�enE a�Yd nxat���aEs, Prepar1t�on and trar�smi�[a� o� s�b�nit��ls ?, �u�mit[�� re�i�w nrria�f,�, C� {�} 3. �hop �abrit�t3on and cEeli+�ery, 4. �rection a�r ins�al�a�ion. �. "tr�nsm�t#�l ��' manux�c�user's og�r�Eion ��d main#cnance �n�tr��c:kion�. 6_ I3YstaIL� e�uipm�nt �n� �a�eriais [esiin�, 7_ t��•ner's opera��r inst�u�iion ��f�p���c�ble�, 8, Fir�1 insp�ction, 9, �per��ic�r�al t�sting. lf, in �he opir�ion oF �h� O�vz�er, �vor� ac��mpl3sE��ci ���Ils bet�i�d ti�at scY�esik��e�, th� �ontract�r s�a�l xaCce such ac�ic�r� as nec�ss�ry to wm�rf�rvc his p���gre:s�. In ac�dit�c�n, the C�wner may req�ire the GonEr�ctc�r #� su�anzit a revxs�d �ck�edul� �€�rnonstra�ing his Frc��ram and pr4��c�sed pitin #o m��C� up �a� i« ��h�du�et� progre�� �,na kv insur� c�rr���atic�n �f the wark witi�in t�ie c;in�ract time. [f the aw�er fjnd� #h� p�vp��sed �l�n �ot acceptahle, h� may r�qi�ts� ihc Co€�tr:��tor Eo ir�crt�se �lte w�rk force, ti�e �:onst�uction �E��t and �c}uipn�eri�, lfie numb�� �i'work shiF�s or avertinic op�rati�t-E� �vitho�� ad�kitional cost to �he (�wrrer, F�i�ure af th� �ont�actv� to compl� �vi�h k��s� rer�uirernesits s��l� b� considered grckunds ti�r �e#ertninatior� by [�e �Dw�ner rh�t tl�e Con�r�ctos �� t't�ilin� to p�tr�ect�te �C�e wo�k with d�li�e�ce a; wi�l i��sur� i�� c�m�l�tiaa witYs�� [he ���� �pec���ed. ��-4 (�� P�f�T � - �E�lE1�1.L �O�li�l"fI��15 ��-� ��t�Tr�C��. �F �'�i�.i� A�1� �v[,�T`�RI AL � SEC:TI{�I� �5-� CO��'R�.� �F 1�r"C�i�K A'�1] ���'E�i,�T.� ��-�.1 �L]-T'�fC��l1"Y ��' �I�1Ci�E�#�; "C�ie wor� sha�l b� peef�rmed ka the �at���ac:ti�n of 51�e �11�113��f c1�(� k!1 3#fl�.X �[]fll�}�1�fiC� yVlt�l tE]� C�pT�EEY�iCC D�4Cl�l13�11IS- �rlti� E�li�,Tkiieer S�i�I1 d�cid� a� I c��estion.s �vhich arise as �o the q�ality and a�ce�tab��i�y of the mat��it�ts �i�rr�x�he�, work p���armed, �at� �� ��ogres� of t�ie worl:, o�eral! s�c1���ncc �t` the cotYstructic�n, ir�terpre#ation �f �l�e �ontract D�curr�ents, acc�ptai�€� �u1f�l�rnen� ol' tFie �o�{r��t, ���rr�ensatior�, fnut�aa� �igi�ts �etr�v�e� �ont�acto� and Own�r uncf�r these ��n��ac� T)o�����n�s, su�ervisi�il of th� �vorlc, r�:�ur�,ptio�Y oF �pef���i�ns, anc! a1! ath�� ques�ia,ns o� �isput�� w�ic�� m�� ar�se, En�,iare�� will r�a� bc r�sponsii�le f�� C�ntractor—s r�eai7s, �et��+ds, �e�l�ic�u�s, se+�uence c�r �roced,�res of c��sLructian, �r zhe ;��f�:��r prec�utiur� an� �ragram� in�iden� �h�r�tn. �[lC� �Xe W�I1 i�OE �7c C�SpO[�51��e F+JF C�IIlr;�GIQ�S ��l�u�e t� �rEXF�r�i1 [1iC �OC�C it� a�coid��ce urit�� t�e c�r�t�act d�cu�r�nts, Th� Engine�r �k�u�i dctermi�e th� ar�nount and qki�lj�y �F Rhe work compl�ke� a�c1 m�#�rials t�rn��k���, a�cE k�is d�ci�ions �nd estimates s��ll be �'in�l. ��Iis �stirn�tt�s in su�h event sh�11 b� � cor��ii�ior� ta �tie r�g�t o�F t�� ��ntrac�c�r t� rece3ve ni�ne�y dx�c hitn und�� th� �nnlra�l. Th�w �wr��� sl�:�i1 �tave ex�cut�ve au�hor�ty tv er�F�rc� �nsi �ak� �ffecuve such necessary d�ci�i�ns and �rd�rs as tl�e �nnt�actor f�iis to carry c�t�t promptly. �n �h� e�re�i �F an� di�p��� be�w��n xh� �r��in��r and �on�relCCl7C �VC}C t�'YC L�E.'Ck5�411 �F I�St Engine�r oz� any ��ch m�ttter�. �he ��i�g�u�er rr�u��, u�itE�in a reasvnablt �im�:, K�p�on ��Titt�� request oF k�te Contr�cCo�, r�nc€�f an� ��liver #� bot� t�se c}�vz7�� an.d Cc�nEza�t�r, � wntt�n decis�a� on the matter ie� c�.r�tro�ersy. �S-�,? ���s�DC��iiY �V1'C`f�i P�,��: The f��sh�d gr�jec� i� atl c�,s� s��ll c:or�£c�sm wG�h lincs, gra�es, cross-s�ctions, �'E]1FS�lF Al�� {ElI'l1i13510R5 SF10Wl1 �ll t�l� ��2U13 �� �iil� Q��"1�L req�tirements o[her ��+rse d�s�ri�e� �n the �ar�tract 1`}�cur�e�ts. :�r,y �evia��on tr�rrr� t�� a�pr�ved ��n�rac[ Documen�s requi�ed i��+ t�ie Etigin�er du�in� constr�c�ion w�il1 in �EI c�ses be ��termx�.�d b� tl�e �I�&ine�r ar�d �uthori�ed by �i� C�wner by �k��t�g� �rder. �5-5.� �O�RD�1?►T��� �F ��7C�T�.��T D���fE�1�'�: T�-�e �an�rttc# ����:umeiYts ��e m��� �� �f ae veral s�cti��Ys, w�icn, taken toge�er, are int�nded �o �escribe and pe�vide �ur a com�let� an� usefu� �ro��ct, �nd an}� �eq�:re�n�:�ts �tppearing in �ne o�`the �ec�ions 3s a� �lndir�g �S �hougYl it oc�ur��+� in �ll Se��ic��1�. �� c:�Se irf �li��re���ci��, fi��r�d dirz3er�sion sha�� g�vern ��+er �ca��d �imensia�s, p�ans shal� �overn ov�r s��ci�ic:atic�n�, sp�c:ai c+��ciEt�or�s �E�ail ���ern over ger��raJ c�ndir��r�s ar�d st;�r�dard sp�citic�,tion, :�nd quat�t�ties �t��wn an ��� p�ans shall �ove:n +�ver thos�: shvwn in the prap��s�E_ T�� �o�tractor s�i�11 r�ox ta�Ce �iv�ntag� �f �tny �p��r��t err�i or �mis�i�n in khe ��ntrac� D��urn�nt�, and G5-5 (!� �h� ��vnef shs�ll be perr.nitte�i to maEce su�l3 carre��ia�� or in�erpra��xia�s as n�ay be d��rned l��G�S��rY �Qf �L[� �1�����lt � F��1C Int�Clk cJ� [h� ��[l[l'aCt DOCiiiT��ilt3, �II �'r� ev�nt t�� C:on[ractor di�cov�r� t�n a��arent �rro� or di�c�p�►ncy, hc sf3�1� i�rtrr��dia��;ly c:��k �t�fs can�ii[i�n ta ��e �tt�n�ion o[' ti�� �ng3n�e�. In ihe event a�' a cc�ntlict in drawiu�s, speci�icali�:�s. or a��i�r porti�n� ot the ���Erack I�c�cuments w�ich �u�r� «�t reportecC pri�r t� th� awa�d �f �vntr�c�, Che ��n�ractor sh��l1 b� deemc:d to h�v� +�Lk��ted �he mast expc�sive re�olu�ion oft�ie c�ztt7ic:t. ��-5.=4 ���P���.°,�Y�CV �I= �O��I��L�G�'�R: �1'he ��r�tr�c[v� wi[l C�e �.Grni��ie�i ��it�� tku�� s�ts �� �c�n�'ac� �ocurnertts and s1��C1 h�xve �vaila�te an tlie si�� of xhe proj�cct a[ al� tin�e�, one sct aF�uch �antr�c[ �ocume�tts. Th� �ontrackor shaEl give �� the vaorlc ���e cnnst�nt atte�tiar� ne�e�sary t� f�cilit�t� iC�e pragsess �1��reot' �n� sh��l c�p�rate �vit�� ��e F,��in�:��, �Yis ir�peck�r, a�ek ottr�:r �vn�ra��ar� in eve�y possibl�: way. "C�ie ��ntr�etor shall at a!1 tirt��s h�ve cc�m�+etcnt persor���l av�iE�ble �o �he pr�jecx stt� far �foper per CorrrY�nc� c�� zhe wark, �f'he Contrac�t�r sfi�ll �rov�d� and maint�i� �� 11� t�iY�es at the sit� ot' �h� projec! a�or���ten�, �fl+��iSFY-5�1�'�{lfl� SCl�el'IR[efl��n� tuict k1I� r75S1�l2.E1# ��Fl� d�� fuil� t�ucCYori���i t� aci � th� C:ot��r�ctor=s ager�t ��x the �voric. �u�h su�e�nt�nd�nt and his ��si��an� s��ll �� ca�abi�. al" readin� t�nd z�nd�r��arsd�ng tt�e C��ntrac� �?�ctiin�e�r�ti �nd shall receave ��d .furti�E instructGr�ns k'r�r� the {�wr��:r, t�1e �t�gine�t, o� his a�thori�ed �e�resentatsv�s. �ursuar�t t� this res�onsiErility c��' xhe t=:arttr�ctor, r��.w �nn�rIIc�nr �f��€� d��ig�at� i� wri�En¢ ts� �h� prajecc ��:p�:rjnt�r�dent, �o act as the �onl�a�t��•s ��enl o�t the wa�4c, �uch a�sis�ant prajcc# su��riatendent shai l be a resid�r�� �f T�rrant Cc�unt��, Te�a�, and sh�ll be subj �c: �v c:zl f, as :s th� pruject ��p�r�nter����[r �t an� tinle oF Ghe day� ar r��ht �rn �ty d�y �� the weck nn wh�ch �h� �ngi�r�er ci�:t�r�iines [l�aE c�i�����tst.aaces re�qe�ire tl�e p�esence an t1Yc projec:t site �f a r�pre�entative of khe C�ntrac�or �� �ec��t�tel}� �ravict� t�r� [1ie saFet}� or c�n�rcnrence o� �he traveling pu�li� �r €h� owners �f �rt�}�e�ty ac�oss whac� tk�e peo��ct �.xt�r��is �r t€�c s��ety �f the proQ�rty ��Fnti�;s���s ko tl�e �foj�ct routin4. T�� Cantr��tor sk�a�l provide aE! f�c�li�ie� to en��ke [h� Eng�n��� arrd his insgec��r to ex�xm�n� and inspec� �he w�rkrn�ship �nd matenal� ent�ring into khe �vorlc. �5-5 _� �NiERC'�����C �'-DIO� i�E��I'IFI�,�TIO�C� Vl+'�E�fiC; Whtn, ir� the ��ir�ion o,f �f�e �w��:r or Eng�ne�r. a c�n�i�on �t'emer�e�cW �:x�sts r�:Eat�d t� �r�y ��tr� �f th� wc�r�C, the C:�n4rac�or, or th� Cant�aLt�r t�ir�u;h 1�is �es��n�t�d r��res�atative, sh��] respo�d with �isp�tck� �� a vee�aC rcc�uest made by �f-Ge ��xn�r oe Fangin��:r xo alleviate t�e erner;enc}r candit�an, �u�h a res�ons� sl��l! uc�;ur ��� +�r aiglrt, w�e�i�er tFi� projeci E� s�E�rsciuled �� a c�len�ia�-day c�r � �uork�ng-da� l��si�. �hould �e �ontractor fail to e���on� �c� � r�q�est fro�n th� �n�ir�eer tr� �ec�i�v anp discFe�an�tes, 4rr�:ssi+�n�, or �:o�r��.tian nece��ary tq �on�arm wi�C� the r�;�uiternenrs af ��e prajec� �pe�ifica�i�rns or p��, ��� �.n���e�� s�ali �ive K1�� C:on��ctc� wnt�en n�ti�e tha� �tt�:E3 wc�rk or �h�n�es ase to �e performed_ 7he w�rit��rti �vCice s1�a11 �iirect at�en��on ta tE�� di��repan� crandirio� �r�d i��u�t t�Ye �oncF�c:�,�r to t:�c� rerr�ed�al acti��Y ko carreet t�e �5-5 (�� co�diL�o�,, €n the �:�et:t tk:� �v�ntra�:tor d�e� rto� �a�Ce �osi�tve s���s to �'ul�ll tl��s wr�lten re�ks�s[, �r d�es n�t ���� j u�� �:�use For not ta€;in� tl�e prop�r acti�ri, witk�an ?4 hours, tl�e �ity rna�+ t:tke suck7 reme�ia! �tcti�n wit� C�t}� ��ectis ar by ca�rtract. The �ity s�a�l deciu�� �rr amount ��u�l �c� tf�� enti�e c�sts far �u�:h rer�edia� actson, plus 25°�a, frt�m ar�}� ��unds d�e El�e �c�ntrac#ur on i1�e p��j�cc. �5-5.�5 �i�LD D��'I��: 7'h� �onzr�c�or sh�il prvvide. at no �x#ra �om�er��at�o�, an �lC�E`�Lic��� tEe�C� O��C� �Of LkS� �Ft�l� �f1�Iii��T, i�'��e�il'ically c�led f�r, "I`1Ye field �ffi�� ��»�� be n+�� le�s t�ti�n 1� x 1� Feet in t3oar ar�a, subs��ntially c�n�truc��d, �vell t���ted, air ��ndi[i���d, 1i�l�ted, a�sd r�veaCher pro�f, �o that ci�c+�mez�4s wil� €�o[ he �i�maged I�� #h�: el�nicnts. ��-�_7 ���i��F�L:��'iOlti �Tr�S: The �ity, �duou��Y its �n�ine�er, will fu�nislti t€�� ���ltC�lct[)r �Ylt�l ��� �«�S, gra�es, ar�d rn�:ast�retnen�s r���es��ry tu th� prap�r �rosecution �rYd �utY�r�rl s��' th�: wor�: c�ntract�.µ�i �nder tli�.s� C�ontract D��urr��:nts, �d fi�tes, g�a�las �nd n���surernents wi �] be �s����isF�c:d k�y rne�ns �� st�lce� or ot��r cus�arnary metitad �i`mari€ir�g �� msy b� E'vund consist�r�k u�ilh �c�o� p��ctic�. i�e�e stak�� ar markin�s s1��t11 b� s�t suf#'icien�l}� in �dvanc� of �v�s�r�cti�t� aperatioas �c� av�i�i ciclay. S�ch �t�kes or rr�ar�Cin�s �s may b� esiab.lished #`of ��ntr�c[c��� use or �u�dance si�a€] C�� pr�s�rv�c€ b� the �o�tract�� t�ntil he ts au�Eior3zed by Et�� �ngi�eer �cs remo�+c t�iem. �h��tever, in tlte c��rn�on o.f'the �ngi���:r, any seak�s rr ma�kings tt{�ve been c�r�le�sly or wii E fiaf��+ d�siroyed, cfi��x�rbec� or re€�tio�e�E �� tlse Contr�t�#ar o� �ry �f his emplr�v�s, ihe �i.�ll cost o�f �e�l�cin� s�ch s�a�Ce� oe marlcs plus ��'lo will b� ��i:trg�ck against the ��r�tractof, a�ic� the fi�ll ar�ount will b� cleduct�d froni ��y�mer�� �ue the C�n�ra�to�. C5-�,� AUi'H�l�1'f� A1�f�7 �[�T1�� DF �iT� I�1�P�CTOR: C:i�y Iaspec�or� will be �u�Y���i�ed to i�s}�ect �it w�rf� dc�n� and �� b� d�ne anck a�� mst�:ri�t�s fri�nished_ Such in�pection r�ay e:ct�nd ko al� ur az�}� par� of th� wo�ic, �tnd �he prepar�tion or r�Yan��fa�t��inQ �F the rna�eriaEs Eo b� u��d v� eq�iipFn�r�t ta be ins�lled. � Gity �n���:c�r�r rr�a� be sta�i�ne� c�n #lze v�r�xrk �o repoet to ��e Frsginee� as t� �l�e prngEe�� �#' Fl�� w�rk �n�l t�� manner ir� �rr�licl� tt is b�ir.g perforrr3ed, to �ep�rt art}� evtidenc� t1�ax xl�� rnaterials b�in� �r�i�h�� or tY�e w��� being pc:�f��ntec� by tl�e �t�ntractor fails �� �'x�lfil! khe requirerrk�nt� of the C;oi�trac:t L�ocume�ts.. :r�Yd k� call tE�� attentian af t�e �o�tr�,c#a� �o a�y su�h #'�il�rc� o� ak�er ���tr�ng�rnents. S�ch ins�ect�crn ar lac�C oFir�s�ertion will not reljeve tfne �or��r�t�eor �r�m any ob�i�ati�r� to perfoem tll� wor�C in accor�a�ce with #�i� reqtit�remer�ts of xl�e �`or�t�act Qc�cu����ts. �� �:�se aF �y dispute arising b�tv�r�e� lhe ���tra�xar �i� th�: �i�y i���e�tor �s [� xh� �n�ter�a€s s�r equiprnent furnished or �E�e r�n;�n�r �f p�r�'��rming the �vo�k, xhe �iiy 1ns�pectt�f wi11 �ave t�e �uth�x�ity �cr r�j�ct rt��terials �� equi�mer�t, andJ+�� �� s�s��r�d wurlc un�i� �he �uestion ai iss�c: can �re refe:red t�s and decid�d by the En�izie�r, The �i[y in�pector wi] l not, �iowevtr, be au�horized to r�voke, �i�e�, enja��e, ort r��ease �y re�u�rer�ent �t ��se �o��z�c:t Docti�rnezzts, nar �o ��pr�x�r� ar $ccept any portio� ar s��xt�n ot't�e wo�k, iYor to iss�,� at�y ins�ructt�ar�s cant�eary tot he �equiremertt s of tl�e C�at�c� Dacum�n�s. The City In��ct�r wi�] in no �as� act a.�s super�nten�ent c:r ��r�m� ur u�r�'�rm any ��li�r ��ties for tEYe ���t�raetor, �r interfere with th� r��n�gemen� �r op�ra�ion o#' l�he �v�r�C_ '�e }��s1E not acrep� ��-5 �3) from the �orrtr�tctor a�y com�e�nsat�or� in ar�y �arm �c�r �er�`o�rr3 i�� a�y �iu�ies. T�� Contractc�r si��l E re��rd and obey �i�e �ize�kion� �nd inSLruciio�5 0� th� �it�� Ins�ec�oe +�r Ln�in�ez v�ri�en che sam� ar� cor�sistetl[ �uitl� �ine a�ligatior�� of th� ��ntr��t T�ocumettt� oF Ehe ��n#racf D�c�amc�n�s, provide�, ho�veve�, s�o� lti �he ���kraclo� ob� cr:t ta any arciexs or instr�ctic�r3s or El�e C:ik�• l�spectar, t�e �or�tractor m:�y with�n six days m�€ce �v��ttcrx ���e,�l [c� �h�: Engin�r:r f�r ha� C��CISIOn On t�3C CTI�.�t�� iIi COfI#TckV�:CSj�. �5,�.9 I1vSP��TI[�i�1; The ��r��ractar shall �u�ish �he E�xg�ncet wic�l ev�r}� reas�na�le fa�i�ity tar asc�rt�ining w�etl�er or no� Ck�� wo�k as �erfarmed `ts �� acc�rditn�:e w� t�� the fec�uir��zx�r��s ot'�ki� �o�tta�� l�ncu�r:�::-<<s, i� �he Enaxn��� � req«est�, ih� �onkrac�or shali, ❑t any t�r�ne before �cc�ptance uf k%e w�rf�. r�:rnave ar ur��ov�r su�:h ��rtion af th�: fir�i�il�:� �vo�� as may �e dir�cce�.i, .�[`t�r ex�minattor�. t�7e ���tracCsar shai� r��t��c s�i�l �oekians �f the wor.lc to �It� ����nd��� rec�uir�d �y tl�e C�ntr�4c� Docu�ent�. Sh��tCd t��: wo�k ��cp���d �r �xs�nis�rd pr��� �cce�tab��, the ti�ncov�fin� or re�nc�ving �n�i replaci�g aF tlte covcsj�:g or r��kie�� go�d �at` �he �:�rts r�rn*�v��i siia�l �e p�id fo� as ex�ra wor;c, b4�t sht��l� �7V�xf�: sn exposcd ar �x��x�ine�cI p�ov� i� he �n�ccc}�t�bie, �lY� uncov�ring o� removin� ar��i ee�l�cing �� a�C ac'lj;��ertit ��fectirre �r da�a��� p��rts s�a�l be a� �1�� C:ot���acto�s �:c}�ense. N� �osk slYal � b�: dufle ar mat�ri��s ���e�i wiEhot�k se�it�k�le superr3sion or inspec��o�. ��-5,1� l���r[���L �i',_�E���'�i1J� A�L] U�r,4[J�i-H��i��I) WQE�K: A1l,�c��c, mat�rials, or ec��i��ne�� �,v��ich ]��s ��:cn r�j�ct�d shall bL rernc:d��cl or ��moved and rep[ac�d �n �n acc�}�tabi� m�nner by tl�� C;oR�r,�ctor �t this �expens�_ V�1���k rlone b�y�nd the 1ine� �n�E �rttc{es �iv�� ar r�s s�nv��n an sh� pl�rts, e�cc�:p[ as here�n s�e�ial�y �r�rv�d��, �� any Exkra 1�+��+r4c d�n� w3th���ii wri[teti a��iorit�, wiif be c�n�tdefe�i as t�t��k�x�ori�'�:c� �ri�� �ii�n� at ch� exper�se �f tht �ontractor �.nd wiit nu� b� g�i,� �'ar by �he �wtre�. �c�rk so cEo�� r�ay b� ardered r} mc}ved at t�Ye ��n�rac:tt�r—s ��c�er�e. U�on t�e f�.il+�F� �r� the part ��t the �crn�rac€or �� �:samp�y with any c��d�f of �lx� Et��in��r rna�iL u�der #i1� pr�+v E�iuns �F [�Sia �ra�r�ph, tE�e �n�in�.w�:r will h�ve the au�izori�y ta cause ��fcc�i�+e work ko ��: f���e�ie� �+t remc�v�:cl �nd re�lac�d and +���uthari��d wofk to 1�e r�r��o�r��, r���i ttre cs��t [h�r�o#`r�a� �� ei�ducEeri franl an�r mon�}� d�kc: at to bec�me dutw to4 �� �ontra�tor. �`�x�ur� �� r���uire th� removaE of any d�fe�ti+�tw or �e��utho�ized ,n�ork shall not c�r�s�s��tc ac�ceptai�ce at such �vork, C 5-5, l l�U13S�7'�1'f`F: 1r��TER.��1_[..� Qf� E�[a EP [�tFN"l': �� the Sner:i.�ca�ior�, �aw, �rtdina�c�, c�s��s �r �e�u�:�ti��[�s �ermik �ontr�c[ar x� �i.��nish or use a�ui��tite�#e th.�l is e�ual �o ar�}� ��ten�1 �r ��{t�ipmen� s��ciF��i, and i F C:��trac[a� urish�s to ti.�rni�h or use a pr��o�e�! su�stkt�te, k�e shali, �rior to �1��: �r�corlstnlctiu� corLferenc�, r��k� wntten �pp�i��tion ta ���'j �IF �I� FO� ���f04'�4E �� SLXfih �1It75�ii11#�' C�1'�1�'V��k� �!i Vr�riting ��t�t tF�e �r�pose� sL�bstitu�e wi�l p�r#'�rm adequa�el� rh� fi�ncti�r� calj�d for by che ger�eral �esi�n, �e sirrYiiar �d o��c�ua� subs�:�-tce ta [it}�t �p�c:tie�i �nd he su� t�d ko [�e s:r�ve use ar�d c��able o�' pertarn�ir�g [h� s�me tun�tion as ehai s�eciti�� ;�nd i�entifyir►g aCI van�ti�ns of �h� prop���d substitui� tram th�tt sp��Efi�d an�l indkca�:r�� avai��bl� mai��e��rc� ��rvic�, �c� substiruEe sk;a15 �� ord�red ar insta� s�d �vithc��t westten �p�ro��ak a�-��u�ne�r �vl1u �wi1] �� th� j udge a� di� e�u:J.ity :�r� rr�ay �ec��Gire �oatracivr t� tu�-ni�� s�ch otl��r d�ta �E�ou� th� ��a��s�ct s�i�stitt�t� a� he c�alsi��rs C5-5 �=4� pezk���nx.'•.�i� substitttte sha] � L�e or�lererl ar �rst;� ic�d wit�o�a[ s���t p�rtc��rr�a�t�ce �u�rarrtce �d �onds as ��+r��r may r�qLir� �vhich sh�l1 be furnjs�r�d ak �ontr�ct��s �xper�se. �on�ractor si�a.i� ind�rnnify �rr�i Fiafci hatzn��ss �wner �rtd E�tgine�r �nd �ut}�o��e di�ect�y �r i��kirecE�y e�plc�yees by eitY�er �F k�ie�n f�om and ag��ri�4' tl�e cl�ims. r�ama�e�, S�asses a�id exp�nses ��n�lu�i��� attorne}�s fees} arjsi�� o�t of the u�e ot' su�stituted m�t��ia�s or ec�uip�r�en�. �5,5.i2 �Afv�PC��� A�fD TES'T� �[= �rI1�1��RlA�..�: V,J�i�re, in the opinian oP th� �u�iaeer, or as called for is� t�e ���ti�ct i�acume�ts, Cests �F rnaterE�is or equipmer�# aie �e�c:ss��ry, su�� t�s�� wil! �� m�de aE ��e �x��r�se of and pai� for ciireci t�a the testir�g ���nc}� bv k�e �wner �n�ess o�hcr v�rise spe�if�c��ly pra�rid�d, i�� t'a�lur� of t�e Owr��r to mak� tui,y tests o� m��er�al� �h�11 in no w�ty �eli�ve the c�n[ractn� �rf �i� resp�r�si�i���y �f furnis�in� r��:xt�ri�ls and equ�pmen� fully c�rn�ormin� ta t�e requirernents ofth� C.ont��actDocuaienks. Test� ar.�d s�rnp�ir�g ��mater�als, +�nl�ss otllerwis€ sp�ci F'�ecE, vsr��l b� r�a��: in accnr�ance wi.Eh �ie Eai�st m���uds pr�scr�bed by �l�e rLmeric�u3 ���:texy fa� Testing Maceria�� or s��cific rec}k�ir�rner�ts af ti�e ��r��er, TFs�: Con�rttc[ar shall ���vid� s��h facijit��s as ti�e Er��ineer may rc:qu�r� 1'or c��lec�iug at�d torw�rr�in� sampl�� ��� sha�l nal, �vi�hor�t specslic wFitten permis�io� of the ���;ineer, L1Sk' TCI���'F1��S i��C�S�'f]��C� �}� Ltl� 53If1j7�CS L[f1C1� C�S�S �1�V� ���II r�a�i� and the �ia�erial� a�praved for use. T�e ��ertr��c:E�r w€1! furni�i� a�ec�ua[� s�ni�les with�ut char�a �o th�.x �wner. In casc of c�n�rete. �l�e a;�:e�ates, d�si�ri �ni�isntam, artd tl�e rn�xing ��d lrar�spo�ir�g er�ui�m�nt sh�il b� a�pro�rerd �y tk�e Er��in�:er �e#'o,�� any cr�ncrete is pla��d, ar��i tf�� C:�n«��tr�r si�all be r�s�o€r�ti�le �or teplac.in� arty cancre�� wnict� dne� �,ot �e�� t�� re+���ire�n��t� oY tLte �or�tract Dacumexi#s. T�sxs shail be m�de at le�st � ckays pri€�r �o ih� placit7g +�f concr�:te, usir�� sa��€�� f�ur� tt�� same a��re�ate, c�m���, a�ld r�tarta� wl�ic�t �re to E�e us��i 1a��r �n t�e concr�€�_ �f��ul+� tli� sou�ce ot'sup�ly chanae, �ew test� sh�El b� �ad� }�ri�r �o th� �t�� �k" n�w r��tefials. �5-5.1 i 5�'�3�,��� �F �fA`�E�1.�L�: A1! rn�t�rials w�i�:�� are to b� u��d in ttie c�nstruc��on c�ntr�ct s��.11 b� st+�red �u as ta insua� zh� �ieservatian o Fc�usl�ty an� �itness af 41�� �voric. Wlt�n directec# h� tk�� E��tgineef, they s�tia�l be plac�d �i� wooden }�la�#'orrr�s c�r o�aer ��rci, clem� dur�tbl� s�rfaces �nd n�� on tlie �rounc�, an� s€��l1 be pla�e� �nder cover ���her� �ir�c�e�. ��arcd ��t�r��fs shall �e �l��e� a�� ��caEe� so as to facilika�e pr��n�t ir����:ctian, �S�S.I� �f{i��iiti� ST1�U��`IJ1�� A�'� �J'�`�L��TI��= �'�� location an� iiiFn�nsio�s s�tow� an t1�e pl��s s�lative to t�i� �xis�ir�g u�if tties ar� base�i on �he b��t ir�t'urzn��ior� ar��iE��1e_ �missa�n �rom, ti�� inclu�iun oF utility �ocatians or� t�t� Pl�as i� not to be c�ns�dered ��� :��nexis#enc:e �Y, or a de2inite lac:�tion �r�, �x�stin�; under�io�t� u#iliti�s, "i'he loc:�ti.c�n �F m�ny ga� ma,ins, �a��r mair��, canduiCs, s�w�: lin�s a.nd ��-vice lir�e� #�r al! uti�ities. ���., �s unkti�wn tt� �he �wn�r, and th� �wner ass�tmes nc� r�spansibility �or �ailu�ti to sl��r� a�y or aij such s€n.ictures a�ci uti�ik��s �r� t�e plans or t� ��:ow th��r� ir� t��ir exact �ocati�r�. It is r�utu��ly agr�e� that such f`ailure will n��� k�e cor�sEd�red sutf���ent basis ��r cla�ms �ur addi t�on�l comp�nsat3c�� fc�r Extx� V'J�rk �� �oe incte�iz�� �he p��r qusn�itie� i� any manner wf�atso�ver, �nle�s an o��t� uc[ios� enc�unt�:r�d is �uct� as t{� ��cessit��e ���n��s in �h� lines �,nd �ra�ies oF c��siu�rable ma�itude or re�uires the buildin� �t` speci�i wor�cs, �5-� (5� �7C01+15iOfi � F W�klC�3 E4 t�0� I�13,CI� l:Y C�1tSw C4�iiCC�4 I.�OCui'�1CII[5. �[�4 VV�11C�7 CdS�: [�� �[37Y1 rlOri lfl th��e ���tr�c� D�currtertt� for �xtra Vwlorlc shatl �p�ty. lt sht�k� �e t�ie �on��ae��r—� �esaor�si�ility tc� vefify l�catia�s �� �h� ��jac�nt and}or cc�nflicting ti�l�litf�s �����fic�e;�tly tn ��iv�rtce ��Fconstnicti�n in or�et that he z��y �e�ot�a�e ��ich iocal adjusknient� as ��:ce�s�ry in the car�s�ructiu� prnc�ss tc� pEovi�e adequz�te �le�ranc:es. The �on�r�.ctorsi�al! taice aL1 n�c�s�a�y precau�i�ns in arder �o prntect aki c��strn� �tilitE�s, ���u�t��res, �� service lines. Verit�cation o��xistin� utilities, s[�uct�i�es, �t� �ervice liues shall i�,clu�l� noti�"�cation a� a1! u�il��y cc�fn�a�ies at �eas� �c�rky-eigt�t ���) ho��rs �� �dvar�cc of c�nstructi�rn ��t�lud�n� �x�l{�r:ua�y exc�vatian i� nec���ary. Al1 ver�fica�ion �f u�i�iti�� and k�teir �.clj�3st��nt sha11 �ne �onsid�r�c� �ubsid�ary �vork. CS-�.l� l�'�"E��UP"�'j�� �[= ��R1��CE: �. l�c�rmsl Yr�+secuti�n: in til� norma� prosecutir�n ot ��+ork �vhU�� t�e intc�tu�tio� or service i� nccessary, t1�� �onteactnr, a� l�:ast 2� t�our3 i3i a�.vu.r�ce. sh�1i be rc����r�d �c�: �ok�E� the V�lat�r De�r�rtrtientTs [�i�tr.btirti�� D�visiun �ts ta ioca<i��, tirr��, ar�d sct�€du�e aFservi�e interr�ption. '? ?�a�ify �{tcli c�sst4�mer p�:rsan�fl}� khro����l respa�sible p�rso�n�:l as t� ti�e �sme �r�d sch�dule af' the inlerrtt�tic}�Y �f #h�o� scrvice, �r 3, ln th�: even� tFi:�t �crsonal n�t�fic��tiori aFa c��tr�mer caru��t ��e macE�, � preparec� Lag f�rnz s�rall E�e attuc�e� tc� �h� c��stc�rr���s do�sr k�nh. T�]t'.` �i�� 5�1��� t]l: �,l]C`�k7�� 11l C'�fl7F1t}S�t10I3r and i« lar,�t �oErl letters s�al� say: �5-� (�} AN�Ti�E� � � bue to U��lity I�n�ra�rement in yo�ar �r�s��bori�oad, your (��ter� {wc:��er) service w�l1 i� int�:rru�ted an � , ��:twee� tlie F�ours t�F — - �r�d . TlxEs i�canveni��c� +�riEl be �s shurt �s poss�bfc. "�han�c' You, �an[ta�t�r � Aci�lre� Phcrn� _� b_ E�er ��c : [n the even� t�iat an uc�fo�eseen ��fvi�e snterru���an �ccurs, t�oEi�:� �ha�l be �s �t�ove, �ui irnrnei��ate. �S-5.�� ':v3.�J�'��r�LR��P���_�DfI„ITY_(�F���1TF�,11�T�R�: 1f,ChrUug�actorr���l�e� an [l�e �art o�` lhe �ontractar, �r �ny ot�i�r ��ntr�ctar �r �n;� sub-cot�tra�t�r �l�aiE suffe� [o�s or d�ma�e o�th� wo��c, t�ic ��r�tracinr agrees to sextl� �i�l� ���:h �t�YL� ��n�f�c�ur or ��h4 contra�:t�r lry agr�e�-n�n� or ar�itr�tian. I�Fsuch other ��rrtra����r+�r ��b-��nxra�tnr��al! ass�rt any ck�irrs :��aiflst �l�e owner on �c:�o�a�t c��d�n�a�;ti al4eged to in�ve beeri su����e�ed, tl�e owner wi1� no�iFy the ��ntract�r, w�� �h�li inder�,n�fy a�d save l��r�niess �e owr�er a�:�inst any suc� c�air��. ��-5.17 C�EA�-UP: �le�n-up aFs�rpt�� andf�twaste m�ieriais �c�;urr�uiat�:� on the job sit� cEu��� tlie �ros�cution of i�i� w�r€� un�er �hese �o�tract �oc�r�Yent� �E�a1� 'be accc�rr��lish�d i� ke�ping �vt�h �r s��.ily ra�Gtine �s:�E��ishe� to �� �atis#'aL�i�n of�he �'�gi�:eer. T�ven�y-fou� (?�� �aurs �fter yvritt�n na���.� is g�vcn t�Ye Cun�rack�r C�rak xhe cle�tt�u�s an thc jo� s�t� is prace�ding ir� a�n�rrn�r ��nsatis�Facto�}� �o �he L-t�gi�i�er, if kl�� Gc�ntracxor fails to �arre�� t�e t�ns�tis�a�tr�ry �r�c:e�u�y, t�ie �ity may idke �uch �irect ac[ion a� tl�� Engir���r de��ns ���sa�ri�te t� cvr�ect ��t� c��an�u� deficie�ci�� cite� to t�ie �oat�a�cor iz� #�le writt�n notic�, �� t�l� C�}S�S ��FS�1C�1 C��T�Ci ACil�fi, p�us �� % o�su�l� c�sts, si�all b� c�e���:ted fr�rn the rr�onie� �u� a�r to �ec��� �;�� t� t�� �untractor. LJp�n t�ie c�rnpletian o#`the proje�:k ;� a whni� as c�ver�d b�+ k�iese Cor�tr�tct b�c�rner,t�, �n� k�e#"c��e �taal a�ceptan�.e and tinal paymer�� wilf b� mad�, tl�e �ontractar sh�ll c�e�n ��nd rert��ve from th� �ite of'the �r����¢ ali surplus a�c� d3�t�rde;� rr�at�rials. teinpor�ry stnictur��F and deb�is o� �very k��d. �€e sh�31 leave the site �f a�l w�rk in �, neat �nd orde�iy �:o�diti�n ���ua] �u t11aC wh3ch ori�inajl� e:�ist��i. ��argEus �� w�te m�tk�ri�ls rerr�s��r��# frr�m the si�e �f tl�� work ; hall b� d�spos�d 4f �t lo�a[i�n.� ��tisfa�tory tu �he �n.�sn�cr. 'E'he �ontrtact�r �hail thorou�h�v clea� �il �c��ipmer�� �nd €�z��eri�s installe� by him �rd shaEl ���iver o�er s�ch nnaterials and �qui�met�� in � bri�ht. clear�, pc�l�shed an� r�e�� ap�ea�:n� conc�ition. �3o e�ra cor�per�sa[io� will be ma�e �c� khe �onuac[or �`or :�n;� c���sr�-up requtre�l or� �he �ro��ci. C5�5 �7� C:5-�.l $�I�i +'A�.. i3��I'E��'�(��1: Wh�n�ver ti-E� work �rovicE�cE ��]r in arrd cont�rt�pl��ec� un�e� [�� C:�nu'ac� Docur��en�s has been �sti�fa�zori�y �omp�et�d an�1 �nal �iean-u� pet�'�n7ti�d, itle ���ineer wiil r�ukiFy xhe �ro��:r of�c:��ls o�Ftt:e ��v-r��r �rn� re;�uesi t��at ��'inal �ztsge�:�i�r� b�e mac�e. ��t�h inspe�:tion wE11 be rna�� witi�in iQ �a�rs af�er �t��h �okil��:a#ia�, ��ter sLrth i�i�al i�rspec��un, ��' ti�� w�rk and m���rlajs �n� e�u�pn��n� �re founr� ��tYst�tctory, khe ��r�tr€�c4oe wilj �re ne�tifi�d in w�itin� o#� t�1e accepianc� �f t�� 5�,rn� a�er k�e �ro�er re��Cut�o� has b��n passed l�� [lxe Gi�� �ouncii. N� Riine ��r�rg� r�v�11 be r�:�c.[e agains� t�i� �a�t►�ctaF b�kw�e;� sa�� d�te c>� n�titi�atic�n of tt�e Er��ineer an�l the ���e of � r��l inspec�3nr� ot tkie w�r�, �5-5 (�) �t1ftT � - � .�Ef�.�L �D?�iDITI��`d� ��-�5 L�C �.Es �t.LL�.�I'��1�� AI*;� PUB�.I� RF�I'C]I�IS�BILIT� �ECT�.OI� �G-� L.��AL RELATI��S A�� �U]3I,.lC l�.E.E�i��ivSIB��..rTY ��r�. C�.AV�JS T� 8� �BS�'F��lEI}: Tl�e �'�ntra�tqr sk�all al aEl ����:s oi���rve anci c�mpl�r witk� �]1 �e�era.l a�1d �t�te La��r� an� �ity ordin�r�ces and regulktions w�ic�: �rt any way �E�#'�ct the cor��uc# of �he w��k �r h�� aperations, at�d s�iaJl o�s��ve arYd co�nply wit� a!j o�ders, �aws, ard�r�ar��e� �n�i re�ul�[i�ns wi��ch exist o� �vh�ci� rrtay �e e�:u:�ed 1at�:r b}� �rodi�s ha�rir�� jt�r�sdictiott or au�har±ty for suc:h ena�[rr�ent. l�o plea ar misund�rs��t,lin� or ignora�rce [her�:uf �3rill l�e consic�er��. The C.�IIt��Ct4}f �CI� ti1S Sk]f��1�5 5�1��1 kl7C{�iTliil� �rd sav� harinl��� �h� ��Xy ar�d all v�t its o#'t�cer�, agents. �:nc# �mp��y��� a��+.ir��t :iny �� ai� c�aims or �i�bi�ity ar�s�n� frorr� ��� b�sed o� [�� viol€�tian a� axty s�ci� 3aw, o�die�anc�, r�gular�v�, or arder, r�vhether i[ be by hirr����Fo� his er���ioyees. ��i-C.� P�:�tM1'T'S A�i� L���i�l���: The C��ntractor sh�ll proci�re ali }�ermx�s �nd li�:er�cs, g�� �I1 chasge.�, ca�ts �ni! fees, a�7� g�Ve �� ilotiCes �i�CCss�j� �i�l� ii�cidenL LU the due a.�id lawful prosecu��or� �f' the �vori�. ���-G.3 ��l'�'EI`�T�D DEITI�ES, �r�A`S'L�I�lA�.�, ANT� P��GF����= It" fiJ�� �ot�trac��s is r�q��fe:� or d��i�es to use �r,y desi�r�, device, mat�rial, ��r pr�ce�� c�ver�d by ��tt�r, �ater�l, c�r copyrigi�t, E�e sbai� �rovide fa� s�ach �se b}� suitab�e lega� a��eern�r�� w�#h th� ��ten�e� a� ��ruer �F s�cl� pa��tri, ��ite�, or co�ayr��;hted c�esi�r�. It is �n��uall� ��r�:�d and L�tiders�on+l tY�{�t wi��ou� exc�.-�ti�n the co�tract �ric� shall inc€ude all rn�a�t��s or cast arising t���m p�ten#s. trademarics, a��d capyri�fi�s in �ny wa}� i�vc+�v�d in the wo�C�. T�e ��r�kractor ar�d �is su�eties sk��ll it�d�rr�,ni��r trnd save l�a�rn�e�s tf�e ��vner �ic�m �ny� and ��1 c€aims for in�'ri�g�rr��nt by r�ason of #k�e us� of an� s�ch #ea��-m�fSc oe cop}�ri�hl in cqnne��iorti �vilh t�e �r��r�C ag���s� to �e �er��r�zked under tl�ese ��ntract �ac�rr�e�xts, �nd sh�l in�emni�y �hc ��vn�.�r f�r any c�st, ex�ens�, 4�r ci�mage wluch it m�y �e ohli�e� to p�� �y �easan �t` s��l� i�tring�rr�en� a,t any t�zr��: d�,-ir�g ti�� pras�ct�tion of xk�� w���k or �er cac�pl�tian �f �h� wqr�€, �rovi�ed, l�t�wever, ���at thc Own�r wi11 as3�me t�e r�spc��sibilr�y to defen�i �n}� and a11 st�its bxaug�t �o� ��s� in#'ringemett� �� any pa�ent �l�ir��d �� b� infrin�ed up�r� t31e d�si�s�, �YPe of coz�strt��:�i�n �r ma#�ria1 ar equipmer�t �p�ci�l�� in [Yie �or��rac[ Dc�ct�t�ients F�nis�ed #he �o[tkractar by Ek�e �wnr:r, a�d to hc�ld #he �or�kracto� harrnl�ss o� �cca�ni oF such sti�i#s, �6-f�.4 �ANiT,�I�� i'R(��I�IOi��: Tk�� �ontractar sh��l ��tablish ar�d e��f`orce �ma�g his empl��e�� �uc�i re�ul�rtians in r���rd Eo cle�n�i�ess and �ispos�f oi �axb:�ge a�d wa�t� as wili ��nd to �}f�V�i11. CI�1� 1tYC��}[lOII c"lR� S�}f�EIC� rx�` i�fectious or cu�ta�i�� djs�ase� �nd Co ��F#'ettively pr�ve�� the cr�:ation af a nuisance a�a�a� r.�e vaoric �n any pFope�tv eit�ter #�t��ic or pr�vate, �d st�cr� re��tlazi�r�� ;�s ar� cec�uts��' by Law shz��l b� p�t into irnrne,i�a�c f���e arjd eFfec[ by tFr� C�n�rac�or, Tne n�c�s�a�y s�nit�ry cunv��ienc�� tor u�e of �:�barer� a� th� wa�l€, prap�rl�r s�cl�dei� fro�ti p�ab�i� obs�r��tioz�. sh�l� be �or�st�ucte� az�c� maintained by t�� �ofl���ckc�r �,;�i th�tr us� s�all b� strictly entorc�d b�r �5-�{ I ) th� ��ntracta�. �111 su�h �aciliti�� shnll k�e �cept irt a cl�:an ar�d s�ni�ary cc�z��fi�iun, fre� �rom oExj�ctiot�.�l�: c�dors s� as rtot [o ca��se � n��fs�ns��. �1�1 s�u�itary laws a�d r��ul�tio�s o#��ie �#a�e �F+�'esas �r�d kk�e �tc}� stratl 4�e s�ricrl}� toinp3i�� �vizh_ Cb-b,� P€Jl�I�I� �A�'�TY �ND G41�1���iiE�i�'�: I�iaie�als �r equi�rn�r�t skare� �tibo��t t]Ze work s�ail be �lace� ae�d u���, �nd the w�r� sh��l at ��El �irnes l�� sc� c���f��tec�, �s to c�use �to g�eat�T o�s�rt���it�� c�r inc�n�e��ar�ce t� �h� ���bCic [han �� cnnsiiierecf 10 i�� abs{�l�tely ��i:�s�ary b� th� ��gir�ee�, �'he �onir�czor is r�quir�:d to mat�tain az �il xim�s �;1 ph�scs oF his warl� in su�h a rt�anner as n�t ta imy�ai� tMe s�fety ort coitiv��ier�ce �f �he ��bli�, i�cluw�ing, E�Ltt noc limtte� k�, s�fe �r�� �onveni�nt �n�ress an�l �grti:ss Eo th�. �ropert� c��tEg�c�us t�� 1�e �vcrrk ar�a. Th� �ar��rackat shall rr�ake ttdet�uate prc�vts€art� to resYder re;�s�nsble ingr��s �nd egress f�r �orrnaf vet�ic�l�e tr�t'��, except �uein� �fitlk�i �Eei1[:�kirii� {,r �i��. €r��Ea�la,ki�n up�rations, at �ij drive�•ay cr�ssin�s, �ucl� �rov�sions rrYay incluc�� hri�i�i�t�, gl�c�n��r.c r�� cr�ts��d st�n� ar gra��e� af s�t�� ot�ier rne�s vr`provicEin� pr�p�r is��4e�s �nc� egr�ss F�r th� �rp�er�y� servcc� �y �he drtive�v��y a� �t� Eng�n�e� n�ay �xjJ�TOV� �€l�pr4[�r��liC. SUC�i ��Y]ef rne�ir�� m:l�l iriC�Ltdi �he �iversic��� af driv�wav u�tfic, wi�E� speci�ic ap�r�ov�l �iy lh� .E���r�eer, It' divers�on �F tx�ftic is a��r�ved by �he E���in�er ak ar��r location, Ehe Contrzctor ma� r�akc arran�eme�tts ��tisF��tory Ea thU ��tigi��:�:r for th� d€ve«ic�r� of� t�at�'ic, �€�d s���Gl, a� hi� exp�:n��, �rvvidt al3 mu��rj:�1s �nsi perfo�m ai1 �vork stece�s��y �i�r thc cons:rti:cxian and maintet�a�i�e nt �oaclv���ys ursd bri�i�es �or s�cFr divicesior� of �fttFtic. 4idc�valk.s rnusE not h� o�str�cted exc��t b� sp�cEal p��-r�issirrr� ��'the ��3�;t�eef, 'f'�ie rr���teri:�ls exc�tvate� ae�cf tEis� c�ns�ru�:kiun m:�t�ri�Js s�ch ;�s �ip� use� in c��ns�r�tction �� tl�e ����� �hall be p1;�ce�l �o a� �a� to efld�r��er tk��: �vbek tar �aC�V�:PI� �[�� �cC��S t� ��� fir� hyrkra�t�. fire a[arr� �oxe�, palice c:��� baxes, w;�ter val�es, g� �alve�. or �nanhol�s in tl�e vieinit�_ Tlte �w��:r re��eves tl�� r�ght to cer�e�iy �u�s� n�gl�c� �tr the ��rt of t�te �c�ff�ra�:tor as r��ards ko public conver��elrcc and s�Fety ��C�ic� �n�y com� to l!S �L[ertCIClfI, a�t�� twetity���'our hours notic� in wr�tir�� r� the �oG�tractor, ��ve �n �;:��es af emer�e�cy �V�ltn Et 5�1�,�� �18Y� ki?� TZ"��:t �CT re�����]� �y �e�1��t wi#hout rs«ti�e, and i� �it�ee �ss�, the �;ost c�� such v���r1c or rr�a�eri�as Furnis�ec� by the �wner ��r by �Fie ��ty sh:tl..l bc de�iucted -- fram ll�e moni�s slue or [o become due �� Ih� C�at�a�tor. Th� �on�ractor, �t�er ap�fuval �f the Fn��ne�r, s��ll n�tify t�i� �ire Departm��t H�a�quarters, Te����c �n�in�cr. and p�lice Dep�rtmer�t, w��en any streex oe �3ley� is �e��sestec� t� b� c6ose�i or obs�rti«tecl or auy fire �tydrsr�� i� t,� �e m�d� in�cwe�sibl�, ansi �VE3Ci1 5+? 4�iCeCtk:� �j' L�1� �.it�i�eer, sE�all lccep any s�re��, stree�s. Of Y1t�i1W:lV5 ]Il C�CI{�1C1{]il �'a� unobstnicte�i use by kire a�}�arat.��. �'i� �.ontrac��r ���a11 �roe�p�ly r�o�i�y th� Fire D���rtr�r:n� �Iead�u�ers �.v�i�� �f] s�.�ch �bs�cted str�ets, ❑1ie}�s. �r hy�ra��s �r� pl��eci �]�C�{ Iri S�TVIi:�, Where the Con[r�cEo� is requ�re ��a ��r�struct �cm�or�r}� i�rislge� cr� m�k� other arranr�etr�ents k�r �r�rssin� over �it�:h�:s �r stre�ms, h�s iesp�n�ibi]�ty fur accidents :� c�n�ection v�•�kfn such crossir��s ��'j��t in�lud� [h� road�v��r a��faa�he� �+s r�vekl as kh� struckt�res �t suc�r �rossings. G�,6�?} Th� �a�ttra�t�r si�ail at �Il tie�es conc�u�:t ius op�ratian �nd use a� cons[�sc�i�n r��achin��y so as na[ to ��t�ra�e �r dest�o� trees ar�� scru�� lo�:�ted ir� �l�s� pr�xim�ty to �r �n th� site ot` th� ���C�_ �Jh�re�r�� a�y s�c}� d�nag� ma�y �e �o�e, tl;�. �'ontra�ic,r sFa�tl� �e�ia�ef� sa�i��y a1l c��i�� of prop�r�y owners, aa� �o pa�rrnent will be rnarle b�r th� �u��er �n s�ttleme�t oF sucY� ctasrns. TY�� �onxract�r �C�z�lf #i1� wi�h th� ��n�3�e:cr a writte� sl�ter�,en� s�t��uir�� all s��h ��aims a�j�ste�. �6-6.6 P��V�LE��:� 0� �'��N"�'F�A�T�I� [T� �Ti��E�'�, AiWis��'S, ?�I�fll F{I�HT-0�'-V�l,�.�': -- Por �fne perfornianc� o#' tt�e contract, thc Car�trac�o� �v�ll �� �ermit[e�f tu us� an�i occk�p�r su�� port��r�s aF the pt�blic stre�ts anc� aLleys, or o[t�ef p��blic place� oF ot�er rig�tts-o#=�ay� �s pravidea #"+:+r i� tfYe orriinances oF th� �:i�}r, as s�own ir� the Co�trac[ l�ocumez�ts, a� as rna,,� bc spe�i�ical��r �ut�c��i�eri ir� writir�� by �h� En�ineer. A, feast�r��ble �mount �E �aols, n��i�:n:�ls, an.d equi�;m��t f�r c�nsCns�tjc�n purp�s�s r:i�� b� st�red in suc�i space, b�� z�o r.�ore �h�n is n�ces��ry to avoid d��ay ir� the cansk�x�ctit�� a�erati��s, ��€cavat�d and ��nst� �aterials shall b� �ife� or st�k,ed �� sucti a vuay as r►t�� tcr int�fferti u�ith t�t� use of spaces th�t may be de�tgn��e�i to �e left fee� ar�d Ltn��skr�act�d �n� so a� n�� to inc�nve�ienc� occ��ants of ad�a�ent pro�erty, i€' the s�reet is occupiec4 by raiIroad ti�ks, �he �vvrlc st�all b� c�trrie� on i�i su�:� �ri�er as �ot �+� �nf�rkere with t�e c���:ratio� of �r�itts, I�a�iirt� or un��ading of �ars, et�. �ther coti#tactors �t� tt�� C�w��r may, i�r alI p4�rp�ases r�q��red by� #h� cor�tract, en[er ����n t�te w��k an� prer�tis�� �s�d by the ��ntr�c�or and shall iie provid�� all �e�sc�n�bl� f�tc:ilili�s :�nci assist�nce F+�r the c�rnpl�:t��ot� u#' aci��i�Yij�g v�rurk. A�xy �dditional grou��k� d�s��ed b}� t�� �;or�tractar fo� 1�is use �h��l �c: �rrovide�i �y him at his �wr� c�st and ex�ense, C'�i-6,7 RAIL�1�� �R�SSII�Cr�: Wh�n tlie v�ror� en�roa�h�s upar� aFty right-�€'-way of ar�y r�ilr�ad, th� �ity will s��u�e th� necessary ea,sera��� f�r tF,e wort�, 1�4'here tf��: railr�ac! xra�ics are �o �c cr�sse�, [he �or��ract�� s�all �b�en�� aiI t�e re�ula��ons snci tns�ruc��c��rs �F t��e rail�oA� c�mpany ��o tl�e methods o� pe��ormir�g t�� �uork a�d ��1�� all p�e�a��Eia�s �ar tf�e ��fety ot pro��rt}� ar�d the ���lic. i�lego�iauons �i�h t�e rn:lway �om�ies Cor t�Yc perm��s sha11 �i�e �on� �iy aa� t��rough the �rty, The Con�r�ct�r shalE give t�t� �it}� �ioti�� nc�E I�ss t€��n f ve �a�+s prior t� �he #ime a�f h�s irstefl�i�ns ko ]�egan �uorl� on that p�r#ior� oF �1ie �r���ct whicF� �s �ela�ed to th� �ailv�ay prag�:rties. Ti�� �on�ractor will n�t be given �xtra �om��risa�iar� �`�r such rai�way cro�s�ng� unles� sge�ificall�r set �or�h in #he �ontract Docum.enEs. C�i-�,$ Br�RR[��LD��, �Vr�R:'�IN�'TS A?�� 1�I�AT�.H�rI��: W`�cre t�e worlc is ca�ried ofl in �r ad}acen� to an� str��t, �1Cey, ar gu��ic p��c�, the �ontr�c�c�� ��all ai his cr�vn �xp��se Furnisli, �xect, a�►� niain�air� sucC� Garricades, fences, ii�ts. �d d�tg�f si�nafs, shal� �ru��ide su.ch w�tci�man, an�l sh�,ll t�k� ��k st��:�s �#he� precau�io�ary rnea��ar�s �ort rh� pr��ectian �f per�or�s or praperty and a#` iE�e w�rk �s ar� ii�ce���r�r. Batric���s a�d �t�r�c�s shali be �ait�te� ir� � coE�r tlsat wi11 be v:sil�l� �� n1���t. Fr�m s�nset #a �unrise t1�e �ontract�� �l�ll furr�is�i and m:�����in �t l�;�st +�ne �asily v�s�bie ��rn�r,� 1��lit at e�ch bairic�c#e. .� �r�#�c�ens n�rnbe�- af ba�cad�s shal� be �r�cted an� mair�tain�d tc� �e�p petiestr�a�� ��av �ro�n, �nd ve�icl�s From besn� d�iven �n �r i�Eu, �r�y� work G�µG{3� �nci�� co���rtr��ic�n �r bein� m�it���in�rl. �T'�e Cn�Yt�•autvr sh�ll t'u�nis� �r�tcE�m�I� an�i �Cee� t��:rn at tlleir ��s�ct�v� assi�rnc�nEs in su�`�icient ztt�rn�e� to p�ot��t t��e w�rlc a,�d pr��ren# ac�id��tt or danla�e, Al! inslal�at�ans a�cl proced�res sha,il be �onsis�en� �vitlti �ro�isians s�t �`orth in the "l��i0 �Cexa� Cv�ar�ual c�n U��'or�m �'raf�ic �oE�t�a� Device� for �i�r�:ets a€td F�ighw�y�" iss�aed und�r kl�e a�,t�toriky oF tY:� "5�a[� o�'Texas �1�1��r�t Act Re�tita[i�� �CraFfi�: c�n f�t�?hways", ��di�ied as ��rt�c�� f70�d V�:r�n�� �kVil �C��41�5, p�:rrii��t�� secti�n b�ar�� �e�ti�il I*�o�. 27, �,�, 3{1 and 3 ! . 'T�� �r���raeto� wi�l no� remove any �e�tx�atory �igr�, in�tr�lcti�n�k si�n, s�re�:t nam� si�n, oF oChe� si}�� whi�h ��ts l�een et��:red �y �he �3tv. I� i� is det�rniii.tie�i th�� a sig� rn�sx S�e r�moved �o ���mi¢ ee�urrer� c�i3�tructinn, th.e �o€�te�ctc�r s�ta�l �o�tact the Tr�sp�rt�#ion and P��blic Woiks De�artmen�, Si��ts ar�d 1�iaskin�s Divisioe� {p�io«� number 871-8�'��1, tc� r��cavc th� s�gn. In e�se �f re��al3tory �i�n�, t1�e �ontr�rc��r m��st replace lhe �r�rmar�e�t �a�n w�t�r a temp���ry sign m��t�n�,; the re��G�re�n�r�ts of t��i� a�uvc ref�rre�! �i`�tiu�1 ar�si sucf� :e�por�r}� sigrt nit�st be installed �r�c�� t� tl�� removal of �h� perrr�ah�nk si��Y, iE' �h� t�mpc���ary sigrr is not ir�statl�� �vr�ectly or if it �io�s n�[ m�ek ihe r�q��irc� s�ecitica#��ns. tl�� }��rni�ncn� si�n sh�tl� b� 1�ft �n p��cc until k1�e tem�orary si�� r��surf�r���nt� are �ei_ 1�V�en car�:��r��taun r�vorkc �s comp��ted t� �i�� �:x[ent t�Y�t �he p�rm�Y�n� s��;n c�.n be r�� ie�st�El�d, ik�� �ontract�r sh:�il ��ain ��ntact t�e �igns �r�d �i�rkin�s D�vision to reYins«ll ��te pe�ar�e�t sign and shall l�:�v� l�is �em�or�ry �i�n in �S�.c� urtkil st�cl� �e-instaakation �s cc�tn�l�:�ed. Tl�e ����ttractor wi�f b� t�el� r�sp�nsibfe t,�� a�� d�ma�e to [h� v�ork c�r tiie pu�lic �lue eo i�ilur� c�#` k��rr'scac���, si�ns, �encew, lig��s, o�` waichrncn ko p���ct them_ Wtze.'���ve� evid�nc� is �v��d �f s�ich �i�rr��xge to the wc��ic tk3� �ngineer rr�ay �rd�r Chc: d�xmager� po�ti�r� �rru7ie�€i�tel� rerna�r�€� and rep�aced �y t1�e Co�tra�tor at tl1� Con�r�ctae's �wn exp��lse_ TI1� ��ntract�r's res�onsibifi�y f�r the r��in��n.�rsce �F ��rEca�i�s. �i�ns, E�nce� and l�ght�t �,nd �or pro�idin� wazc�rnen sh�ll nc�t ce�se until kh� pr�ject s1�alE h�1v� been c��np�e�ed �nd accep�ed by xk�� �wt�e�. �1� c:om�er�s��;r�r�, exce�t �xs specifi�:�lly gr�vsc�Ad in the�� �ontrac[ Documenls, will �e p�id tu ��e C:ont�ac�o� far th� V�lot� and �r-�a�:.•�:a�s involved in �he c�nstr�ct�ng, ���vi.die��, �d fn�aiittaini��� of b�ti�ricaci�s, s��r�s, i��nce�, �t�d li��tts or s���aries of wa�[��rmen, tor titc s�tbsequ�n� �ernaval �nc� �iisgosa� �r ���ch �arric�ades. st�r�, �r�' t�r an� oth�r inci�e��a�s r�e�e�sary far tt�e �rop�r p�o��c��on, s�k�ry, and co�ve:�i�nce �f th� ��blic ciurir�g ti�e cantr�ct p�r��d, as this woik �s �:o�sidcred to be subs��iary to ¢h� s�veral item� f�r �r�ic� unit c�r �u�� sum �rice� are e��ues��d in the ��oo+�s�l_ �b-�.9 U�E ��' EX�'E.{������, Di��P ����HT, �T�,: �ho�ld th� �c��tra�t�r elec:t €� us� e��losiv�s, drop weight, etc_, in the pros�cuttan o�t�e �vt�r5� the utrna�C care �hg�l be e:cer�t�e�l at a1! tames so as �ot t� enti��er laf� or peoQ�rty. Tl�� ���stractor sFia�l notify the prup�:r r�pres�ntativ�: ot any� p���i� ��=rvice �:orpor��ion, �ny ��rnt�an}�, in�ividu�l, or utilit�, ��n�i �he ����r. nut l�ss t�:a,n �w�ntv-fvuT Y�c�4�rs i� advanc� uE` �h� ��e of ar�� �b-���) activity v�'hi�� mi�%i d:�mag� o� en�i:�r���r th�ir or h�s �r�perty a�on� ar a�ij��eii# to �E�e woxk, W?�er� th� �se �F exg�o�ives is to 6e permit#e+� o�. [he �roje��, �s spe�ifi�d ir k�� Spe�ial Condit�ons D��curr�en�s, ar �11c ��s� �f explc�sives is r.:quest�d, t�e �on#r�c�ort sl�al� subfnit nat�c:e lo �Yre En�ineer iI� wri[ing �ver�ty-#'o�tir hours �r�or �c� ��mrnc�ci�� ar�d sh��l f�rni�i� evider�c� t�i�� he h�s ir��ur�nce �ovet��e to pr�tc�� ttb�t�nsk any �arn�ges fl�df�r knjt�ries ar��in� utit ot sucY� u�� of �xpEosiv�s_ �6-G.10 WC��C W-['�'�-II�! F.�L�F�viET��I'�= W�t�re tytie wofk gasses c�v��, t�iraugh, ar int� priva�e �raa�rtyr, the C�wne� w�'tl� pr��vi�e str�l� r{�;a��uf-way or ��s�m�rsC �rrvi�ege�, a� �he �it�r ma}� d�:ern neces�ary �or tlz� p��secution n� t�e wc�r�C. A�ny �ddi#ionai ri�hts-�� w�� or wor�C aze� c��sidere�i nece�sar}r b� �l�e �ontr�ctor �ha11 be pr���deck b}� him a� his ex��rt��, S�cl� aciciitio�t�� ri�ts-at-w��r or {+�or�C are� si�all b� acc�uired Fo� the ben�f t of th� �.i�y. �e �i�ty �halk b�: ttio#i�`�e� in wrEzir�� a� kc� �he righ� so :�c��Gired bef�r� woric begins in �F�� �f�ect��i are� �l`iie �ontr�ctar s�all ��� ent�� ��on private pfoperty fcxr ar�}� purpsa�� u�i�hout �aving �rev�otrsiy �b�ained p�:rtttiissi�n trom t�1� ,��n�� ot`sr�c� p�oper�y. �'}�� �r�nt�actnr wijl n�t be aliowe�! to �tu�e cy�ip�ner�C �� �natenal ot� privat� ptop��k� ��nless ar�d until the s���i�ied ��provai o#' the pro�,��ty owner ha� �ae�r� secur�d in wrE#in� bv the C4�ntr�,���r atscf � co�y furni�he� tv lhe �n�ine�r_ L�nJess s�c�c��ic�lly provided otlYen��is�, �h� ��ntrac�or shalf �1eat a!1 rigt�ts�o�l=w�}� �r easer�ents at' �b�tru�ti��xs wl�t�lz must b� rem��e�! to niak� �os�i��� proper prosecu�i�n c�f #l�e w�r� � a p:�r� of ch� p�a�ect �onstr�xck�ar� c�perarions_ The ��r��ractor sh�t11 be res�onsibl� for the �,r��ervat��n n� �n+� shal] usc �ve�y p�e�:a���acan ko prev�nt d�mag�e xo, �I1 i�ess, shrubi�ery, pla.ncs, ]awn�, fenc�s, cul�er�s, ��arbing, ��d ai� otl�er types �f skr��tures or im�roveme�t�, to ail �ater, ��wer, �nd �as lin��, to �11 candu�ks, �ver�iead �ole Gin�s, or �p�urtena���es t�ereof, inclucli�g �Y�e �rrns#ruclion �t' teir�porary £�z�c�s ari+� to all nt�:�� pu�Lic or p�aautc �ra��:rty ad��cent to tite work, The ��sntractor si���� n�tify t�e �rop�r r��re�entativ�s o� lhe ovk+n��s ar �ccup�nts �€' the �u�lic or priv��w �aa�is of i�t�re�t ir� ian�� wi�ich �i�ht be af�ecte� by xh� v���ric, �uch �otice sh:�ll be rnade at ltast a� %au�s in adva��c� of the heg�nning oF �he ����ic. �lotice� ��ial1 b� a���icable ta bo�1� pu�lic �ttd priva�e uti�ity comgani�s or arty c�rporat�or�, company, i��ivic��a1, or other. eiCher � own��s or vc��par�ks, wi�as�.5 l�nd or �r�terest in I�c� mi��ni b� afFec#�d by th� ��r�rk. The ��ti#ractnr shall �� re��on�ii�i� ior all c�am�ge ot in�ur}� t� prope�ky ot any ch�c#e� r�s�lting feom any act, �missw�n, aegE�:�:t, ar enis�oniiuct in Che ntianner or �ethod or ex�cuti�n o�` �h� wo�`�, �� u� axl�+ time due to ��fecti�e v,�o�k, �t�at�ria�, or ��uip�ent. When and wE�er� anv direct or i��irecx or injury i� dor�� to �ubli� oF privat� prr��erty an acco�n� �F any �c:�, om�ssioz�, ne�lect, or misc�nduc� in [�e �x�cution ot' ti�� work, �r �n c�s�e�uenc� af non-ercectttion tl�ere�c�f c�r� t�e p�r[ of th� �ontr�c�or, he ���1� restare �r F�av� resiore�i as h�� ca�� �ild ��pe�se s�c:h pr�}�ert� tc� a�onditio� �� ]�ast �qu�l to that exisx��� l�efore such darn��e or �r�jury v�ras d��e, bv repairin�, r�b�i�di��, or ot�erw�se �bRb(5� repl.�ci:r� and x-estarir�� as rna� b� elir�cte� k�y the Owner, c�r l�� sh�li m�lce �ao� st��i� d�n���;es ��r inj�ry� �lY a manner accep�a,�k� to tEYe a�v��:r c�F t�te pr�pe�y �r�d xhe �gjneer. �ll #'er�ces ��c�u�tere�i :�nd eemoved durin� cons�r�ction �� tizis pfo�e�� sh�ll �e r�s��r�ed [� tl�e arigir�sl or a�etzer �han �ri�inal co�d�ti�n upon cc�m�l�:ti�r� �F kl�Es prn�ect_ V�fhen wtre fencin�, ei�h�r wir� �n��� or bari�cd wi�e �s to be crossed, �he ��n�r�ctor ����1] set ���ss br7c� posts an ei#.k�er sic�� c�# the persn�«�stk e�s�re��n� befs�re the fen�e is cu�_ 51�ou1� addi��c�Ra� fen�� cuks i�e �ec�:s�ary, rh� �ontta�:tor si�ail provic�� cr�ss-��aced pas#s at th� point �� tiie pr��oscd cut in ad�#ition t� t�e ��x�s� �rr�ced posts �rovided ak t�� pen��ar�e�� �men�s �imits, be�`or� CZ�� f�nc:� is �ut_ 'Tem}�c�r�try fen�in� �ha�E b� er�+�twd in pl�e c�#' t�ie fen�iu� iernoved w�ten�ver �f�� avor�C is not t�r �r��re�s a�e� when ti�e s3te i� vacatec€ vvern��hs, :�nc{lor a# �E� t�mes x� pr�ven� liv�stnc� Fr�rt3 ez�te�i�r� t1�� cu�str��[iun :�rea_ Tke �:usz fa� fence removaf, �em�orrtrry �losures and re��acem�nt st�al! be subsis��ary f� �h� variuu� ite�� bic� i� �he pr;���c� pr��osaL Ther�F�r�, �o sep�rnte paytxtee�� shufl be aliawe� F�� mrry servi�L �sa�iate�f with this �uoric. 1�1 case o� �ail�re on lhe pa�t �� tli� ��ntractor to r�s�ore such �rop�rty or ko rrka€c� goad s�rch �l�r���e o� ir�jury, t�i� �wr�er m�y, ��p{3n 4$ 11our wr�tLer� fiotic� ur�ci�r or�inary L'I�CLCfC1S�K7Tl�l:SF ar�ci wi�hout �c�tice �vher� a e��i�:u��:+� or hazaedo�� condi�i�� �cs�lts, pro�ee� t� ��p�ir, ��b���d, or o[��:t�wi�e res[�re sucl� pr���rky 75 m�y� i�� �iet�:[mir�esi bv th� c�wn�:r t� b�: n��e�s.t�y, an�i tt�� cost t�ti�r�:�y will be ��:du�:te� E'forr� any m�nies c���: #� a�r t« b�:corrt� ci�se to th� Con�r��:tor unc�er �his c�ntract, �G.�.1 l[�T��.Yfv�T����1T COI�TR..r��T�7F�: il is �ntierstoad �n�i agre�d b�y tC�e parti�:� 11w1'4�{] tl�a# �l�e �antra�Eor �hall p��o�m all �v�rk an�� s�rvic�s �e�ef�ttder � a.n inc�ep�rtder�t car�tract�r, ar��i no� ��n a�F"�cer, a�en�, s�rvsr��, ar ct��l«yee �f t�e �w��r. �ontr���or sh�ll �Y��re �xcfu�ive cantrai oF{��d excLu�ive ri��� ts� contrc�l ��� d�tails c��`al! woi}c a�d s�rvic�s p�r��rmed �iereund�r, a��i �t11 p�:r�ans per�u�nin� tC�e s:�m�:. �nd sh.�li be sofery C�5j31)i�5i�7�e tur th� a�:ts and t��nissi�ns �� its oEli�ers, ��ent�, ser�rant�, �tnployees, c�ntractor. subc�ntractorts, li�ens��:s an� tnvi�ee�. Tl�� �octfifl� of' xespor��ieat s+ap���rar shall not ap�ly a,� betwee� �rr�nef an� �an�ra�tor, t�s af�tc�rs, aQen�s, empiov�es, cor�tr�ctors ttnd s�tbcantr�ctor�, ancE ttot��in� il�rei� �hall b� �:�rnszru�� as �rez�ung a partnership or�c�itYt enter��ise betwe�n Owner and �ontract�r. �G��, E2 �Oi�'i��►�1��R'� [�S���St�3i�.���1� F��t DA��[�c�� �LAi��i�. C.S�n�r:�ctor e�ver��nts and ag��s ta. an►� dae� k�er��y �r��i�mn��y, l�u�� hK�rml�ss an� deFer,�i O�vn�r, its oF#j�er�. :���:n�s, ��:�raitiCs. �nd et��p�+��rt*es �ram an� ��ains� any ae�d a�� claims or ���ts f�� pr��erty �iama�� �r lcxss andlor ��rsan�l i�jury, ir�clu�i�n� d�ath_ to ��r arj� all �er���s, a� wh�tss�Lver kin� ur ch�ract�r, whe�iier r��l ur asseri�d, �sing out af or in �:o��cxic�n ��it�i, �i�xe�:kly or �r�ire�:��y, tFie wo�ic an� seEvi�es to b� perf�rrn�d C��reund�r l�v kh� �ar��racts�r. its of��c�rs, ���nts, �rnplc�yee�, c�nt���:t�rs, �u�contrac�ur�, �icense�s �r in :�it��s, �;'4��:h�r oF �ot caus��, xn v��ale �r � ap�rt, by �ll�r�er� n�gii�er�c:e ��n �'i� ��zt of o�ticer�, a�en�,, �t�p�oye��, cn��tr��:t���, s�b�orttractor�, �icens��s ar ut�ite�� �t' �h� C:�i�&(6} �wn�r; aaci sai�C Cat�tractor does he�e:by c�ve�ar�t a�c� a�r�e to ass�,�m� �lf Liabilit}� and resg�nsil�iiity of C�wn�r, its officars, t�gen#s, :���arEts, and ���.pioy��:s for pro�er�y darna�� �r 1��s, �nrUur pe��onal �n�u��s, inc�tti�ir��, dea�k�, [o �y {�1� �ll �erson o�` w�ia#soev�:� k��d or �:har�c�e�, whether �eal or �ssert��, ari�in� ou# o#' �� in c,�nnectio� wi�h, direc[ly or �ttdirec�Ey, �]Ye wor� ans� se��vi��s �� �e p�rtorrne� �iereurder b� �he �ontr��:�+�r, i#s o�ficers, a�ent�, �mp�a�e�s, c�nt�aci�rs, subcantra�tars, li�er�ees or ir��it�€:s, w�e�l�er or €�OX C�LCS�C�, in �v�ole or �� �.�arc, by aEte�,�d r��giig�r�ce o#' atF`i�e�T age�ts, err�pEoyees, �ontractc�rs, �ui�can#r�ct�rs, l�cense�s or ir�vi�e�� o�- t;�e �wi�er. �or��r��tor likewis+e �ove�ta�ts and a�fecs ko, aiid d��s �ereby, inc�erruiify a�d Y�o€�i hafrnless �wner £ram and a��ir�t �ny aad �E] in}��ries, I��ss or dama��s t� ��up�rty oF �lie �?�nei• �iu.rin� t�n� �er�orn��n�e �[�`any of the ��rrn� a�d �o�+ii�ions of t�iis �ontr�tc#, w�teih.er arising o�t of �r �r� �o�tnec:ti�fl w�t� or resul�ing f��, sr� wfn�1� �r ir� �par� aay and �l] alj�getk acta �f onnission of o�`fic�rs, ag�t�t�, �mp��y��s, �ontracto�, s�bcont�a�t�rs, �ic�r�se�s, or invitees of tY�� C��w��:, 1n Ci�e �:ven[ a wri�ten claim �c�r �sr��tige� ���inst �he c��str��ctar or i#s �ubc�ntract�rs r�m�,xns ►��settled at t��e tir��e a11 vun�i� on �h� prajecE l�as been complek�� [r� t�� sakis�'a�tion �F t�e Dir�ctor ut'the 1�atier L1epa,rtm�n�, �s evjdenced 1�y a fifla3 ii�spectioi�, Eina1 payFn�«t to [he �onkr�ctur sltia�l r�oi E�e �ec�mme:nde� �o the Di��ctar of tiie Wa�er �]e���rzrnent F�r a�eriud o� 3Q d�ys �f�er �t�e cka�e ot" s►�c�ti ft�al ir��p+�clkt�n, �nl��s the �oji�ractor s�i�l] st�brr�at wr�lt�� e�ridcn�;�e �a�is#`a�ri3€y to t%e Dire�:t�r tY��k E1xe c�aim ha� been settl�ci and a re�eas�: has beer� obtaineri fr���� tE�e �l�i�,;jnt in�olvec�. f f th� c�ajms e�nce�e� reni:l�ns un�ettled a� c�t the ex���a�ion oF �he a�ov� �0-�3a}� pe�ioc�, �h� �cs�Ytract�� �na�+ h� �e���ci to be �n�itled �o a semi-#ir�a1 paym�nt #'�r work cvm���te�, s�,ch s��LYi-�'ir�a� paym�n� to be ir� th� �m�Ltni e�t�:rl t� the lc�l�k dc��1�r arn��nE kt�en due less �1�� cic�il�tr val��� o#` at�y writter� clminYs ��d�n� agai�r�st �3�� �antract4�r ari�in; ��it of �crf�a�z�ance �F suc� ws�Fk, �nd sui:h s�mi�f'iz��1 �aymer�k ma}� the�t !�e r�tontm�nde� b}� th� �i���t�r. T�e Director sk�l! nat recamme�r� fina� payrr�ent lo a��r�tractor ��ains� whom such a s�laEm �`ox cEam�ges as o�tsxa�di�g fo� a p�riod oF six rno�ttY�s to�lc�win� ih� date ��F �h� ucce�ta�c� �f #.h.� w�rk per�orrn��i un�e�s the ���tr:��:tor ���r�it� evi�e�c� in wntin� ��tisf�cto�y to� �� T�ir�cto� that: �, TY�� claim h�s b��r� sett;ecl and a r�kea��: �as b��n ol�x�ine�l �rorn tkxe ciaimar�t in��lv��l, of �,_ C�oad t���t e����ls 1�ave ;�e� m�� tv se�le suc� ou#statiding clflir�s, �nd �uc$t �o�� f�ikh c�'a�,s have k:�.ile�. i� c�r�diti�n � l} a�ov� is En�t at any i�r�� wixhir� #he �ix m�nth pe�i€��, �ie �irec�or s�iail r�c�rr�mer�d �ha� �he ti�al ��yFnenS �o tft� ��ntra�;��r be mad�. i� c��di�i�n �'�} ❑�;�rre is met at any t�nYe witt�i� t�e �i;c m�n#h �r�od, th� Dir�ctor m�y r���zr�n�nd [h�t fi�ai paym�rtt to thc ��ntractor �e m��e. .�t ti�� tx�i�tion af the si�t manth peria�, ih� C6��{7-j i]irecEo� n�a� rc�:ornE7rend th�t fir�al p�yr�ent be r�aci� i� aLl ott}�r work h�Ys �een �erFarEr��� �nd �11 n�l�er o��i�Ati�r.s o�F ��i� �c�nlractor have b�:�r� me� ta t�te s�tis#'acti��tt of t�te �7ir��[o�, �he i�frec:lor may, iF h� c���n1� it a�prtopri�te, retuse fo acce�t bids on ��k��� 1�Ja�er Departn�et�t �ontrart �voric from �i �`��kr��t�r agains[ whom a c[aim #o� darn��es is out�t�ndin� � � «su![ oF�voric p���`urr��'d u�tder � �i�}� ��nkr�;c�. ��,-�. � 3�O�li'�A[� {"Q1�'� �L�II�i I=�f� D1�[����LC��S: ��iot�ld ti�e Cc>z��ract�r cl�irtt �amp��salio�i fae any alle��cl d,lr�ag� i�y rels�n �f t�i�: ��x� oe c�m��sions o€'th� C3wner, he st��ll w�tY�in three ��tys at��r the actua� sustatnir�� c�f`such a�Ceaed d�tnYage, m.alce a�vritt�n s�st��n�nt to the �n�,ine�r, s�ttir�g out ir� d�t�.iE ah� �ature �r tl�e akle�F,�i �ia�n�,ge, and an c�r b�fo�e �he �5�` day of t�� m�nt� s�tccce��r�� th�€ ir� w�tcl� att� suc� c�:rr�age is ��aimed to have �e�n sust�tined, �t�e Cont«ct�� �h�ll� �lie V�l1iE1 t�3� F�4�TaClt�f c�T7 ]C�F[il��l� Std��YC�l�il� �F �i�e �etai€s an� cFie tunaxln� ��' such alEegec[ damag� arsd, upo� res�u�st, sha1� give �he F.n�in�:�r acce�s ta all bo�alcs of acc��r►t, rece��ts, v�uci�ers, bills «t` �:��#�n�, �nd o[her bc��ks ar g:�pers c�I�ta�r�ir�g �ny �viden�e a� �o Sh� a��iour�t n� s�+�h a1jeQ�d dam�ge. L�flie�s suci� st�ter��cnts �hall bc �ile� �ts F1��C3I�,'���Y� rc�quir�d, tl,e �:antr��:tor'� ct�im F'or �ompens�t�c��r s��IC l�e wa�ved, a�ci he shal� not �e entitled tr� �aprn�n� an accot�nt �a� su�h ��ma�es, �6-�i, l � �DJ[��'Y'?v�ENT �� f��L�CAT1�?� (��� �U��,.iC x?�FjL�T�E�. ET�_: I� �ase it is n�.��ssa,ry �u �har�g�F mov�, �r �Gt�r i�i an�� r�Yaii��e� thc prcxperCy of � p�htic �Gtiii�y or oth+�rs, �f�e sa�d �r�pert}� s�1�ll r��t b� mov�d vF interfereu with ��n�il c�rciers ���reu�c�n h��e b�:e�i i�s�ed by the �e���1e��. "��l�e ri��t �s res���� t� ti-�e ��,�v1Y�rs of gubEic �t�iliti�:s to ��tet th� ��o�r�p�r�cal lE�zli�s s�f �1e ��ntr�ct far s�e Fur�ose af rria�c�n� �u��t chan�es or re�airs C� l�Ye prc��:erty t3�at i�1ay b� nece�s�ry b� t�te �aerf��nti�r�ce ,�F �lzis ���t��tct. ���, t� T�!�l�`�i'.t'LE��' SFWCR �1C�i� �i�AIN C[3T�I�]��CT�0�15_ Wh�n cxist�ng sewe:r line� 1�ave t�x be taker� u� ur r�m��%�cl, thc ����tr�ct�r s��11, at h�� ����r� �:xp��se ansi ��x�t, �r�vi�i� �r�d maint�tin temp��raty �utl�ts �n� conne�;iions fur al] priva�� �r pt�blic �rai� ��ci s�:wer�. 'T'he ��ntra,ct�r sh�il a�sa ta�C� c�tre o� ali ��:�v�ge an� d�aifl��� whic�i will �e re�.ei��:d fxo�n t�es� t�rains �it�i �ewcrs, ancl tor thi� �urpose �� s�ia.i1 �r��id�: anci �n�i�t�Ein, a� his awn cost atid �x�e�s�. ad�:qt�at� ��rn�rir�� �a,ciliti�� and t�m�orary �u�le�� or �ivis��ns, �� �r�ntr�cl�r. :�� �lfs own. c�si :ind e�c��n�e. sl��l! c43��truct sucl� trr��i��s, �i�r�s, �� �t�ier �[T4lCtltil'eS r�ec�ss:�xy, �n� E�e �rep�r�d a� a�l ti�ncs to ��s�c�se oF drain�5� a��l sewa�e re�:eiv��i fr�m #h�s�: 4cr�p��r�n+ C�f�I1�C[�t�i�3 Lif1L1� SllC�'k [ii11�5 �5 [�]@ �f'[T�:lfl�riC C�}TlF��Cill]i1. �re bu,iit and ��e �r� ��rvice. TY�� exis�il�� s�v�rers ar�ci c�nn��tion� ��i�ll be kcept in �ervi�e aflii m�in��ined und�r �1te ��ntr��t, �x��pt v�rh�n �peci#ie�i ort �r�ered �� be ai��ndr�ued by tlie Fn�inee�*. r�,li �vat��, sewa�e, and �ch�r w��te sha11 be �i��ased ot in a s��i;�F�ct��y r��n€rer sc� that �o nuis��c� i� create� ard so tE�at Clxe yvs�rk under cur�s�ruction wilj �e �,cf�:���a��C�r �rntect�d. �6-G�B� �fr-�.1� r�i�R.��iv�E1r�E�T AI�iD C�fr�R{�ES I'0� 45,��,TER FUR3�iI5FIED B� �`�IE �IT�: V,���er� tf�� ���tr�ctor des�r�s �a use �it}� water in c�z�ne�tiun �vith ar��r c��stru�tic�� wor�, h� s�al� ma�ce �o�p�eke an+� saxis��c�3�r� arranger��ents wikh lhe I'ort WortEi �tty V�1a�er D��art�r�e�k for so doi�g. �ity w�te� turnis�e� to tk�� �ontr�,c�ar shall b� d�li�er�d �o khe �+�ntrac�o� from a cor�n�ctian ors �n existin� �iry m�i�l, .�1� p�pin� r�:���tErcd b�y�r.d thc ��in� of deliveey sC�all be in�tal��d by �h� �a�t�actor �� �is o��n ex�en�e_ 1��e �ar�xractor's r�s�onsibi�i�y iz� tl+e use o� a1] ��cistin� fire hy�r�rnt andlor �slves is de�ailed an �ection �i-I.� U�E C��' F'i�L �iY��2.Ai�iTS AI�D VA�.�fES in these ��.wr��ra� ��r�trart Doc�rnents. 1�er� meter� a� usetl ko �'n�as�xe t��c water, th� c�iarges, iFany, �'�� wa#�.wr v��ill bz �r��de at th� r�gulax e�#�ablis��ed r�tes. Vl�hen me��r� are not �s�d, the char�e�, i� any, �viEk bc �s prescribec� b}� the �ity arciin�inc�, �r where €�o �r�linan�es a�pl€��, p��rne�i� sY��ll b� mad� on cs#imates and take� estabiis��ed [�}� tn� .Directo�r ot" �� ��rt V1�ort1� V+�a�er �epartm�nt. ���b. i� U�F. 0�= A�EC;1'[0�1 OF� P�R�I'IQi� D�' T�i� W�i�K: W�:enever, in lh�: o�i�io� of kit� �ngineti:, �7n�r s�cti�ii ar �ortion aE't�� work c�r any struc€�re is �n s�itahl� candi[io;t, i� r�a}+ be put irtto us� upon thc writt�� notic� �f �i��: �r����eer, a�xd ���ch usa�� sC�al] nc>t b� F��ld t� be tin any way €tn acc���ance of s��d work o� s#rti�ctur� �r any g�r� tl�eret�F ur as � wr�.i�rer nf a�y o� tl�� }�t�v�siottis of these �vntracx �?�curnents, A]] neces�a� rcpairs an� r��n�val� �F a�y s��kior� +�f th� wo�k �o pu� int� use, �lu� ta defe�:k�v� matcrials or w�rkn�a��shi�, �c��ipr�e�t, �� dcficiGnt ape�eatic�ns �n th� �a�t o#' ti�e Cantrac�or, shaEl be perfoem�� by �he �ank�cEur �t ��s cx�e��. �6-�_18 ��T`�TI�A.C�'Q1�'� ]�.��[��1�I�fi,1�F�Y FOR'T'�1E'W�I�: iJnti! w�itt�n ac�e�trxnc� by tY�e �Jwner as p�avi��d l"or in kF���� ��ntract L}ocumer�#s. the wark �h�.l� !�e ��ci�r tlie cha��e an� c�re �t �1�e �on�r�ct�r, and he s�11 ta�Ce every n�cess�ry pr�r�u�iun t� p�evc�t En�ury or d�mage t� t�e w,�rk or any �art ��rc.waf` by action of �he e�eme�ks or frorn a�ty �austi r�vl�al��ever, �vhet�er �sin� fror� �he execu#ion or a�r�exe�uti�n �F t�e worl�. T`i�e �antractor �h�1C rebuild, rep�i�, restare, and m�k� good at his �wr� ex�nse a1i injur�es or datn��e to aroy� porEion �t tf�� ���rk ��ca�ion��i by an}� of the i��reina�c�ve caus�s, Cb-G, �� Iv{? �lA��E� �F �.��}'+L 12�C��{T�: Ir�spectia� by t�e �r��ineer �r arY� or�er �y tfi� �wn�r b;� p�►yme�tt ��' mt�n�y o� any gaymenE ��r �r a�c��[��cr.� oF anv �uc�rk, or arty ex[�nsian �F [im�. �r �ny p�sse�t�n taken b� the �il�r sh�ll no� op�ra�e as a waiver �f any pr�vision c�t the Contra�t Do�cun��nCs. �n}� waiv�r o� a�y �r���:Fi c�r Cuntr�c� s�all r�ut b� held x� �e a��+r�iv�r of �� a[her or subse�uer�E �r�a�h. T�e Dwner reserv�s t�e ri�!'it tt� �:ort'ect �ny �riv� thr�t ma}� �e �isc�v�red in ar�y �s�imr��e �h�t �nay have b�en pai� an�i to 1d�usE t�ie s�.me �� mr��� th� re�uirernen[� �f t�ie �ontr�ct I�oc���n�nts. �6-��9� �b-�5,`�� P���C]�1�L i�ItL�3Ii.,ITY �F PGSE31,1� �Dl=Fj�.i:1L�; I� carryki�g crt�t lY�� �r��•is4on� o� ���s� �ontr�c� Bc�cuments ar i� exerci�i�g any �ower of au�hc�ri�y gr�nt�:d #hese��nder, zk���� sh�El be t�c� ���bkl�ty upan t�i� autf�ori�d r�present;�t�ve a�t k1�� [�wn�r, ei�htr p�:r�on��ly or other wise as th�y ar� �gert�s �n� eepr�:��r�#at����s of C�r� �ity, �6-b_�l �TAT� �ALE� T�L7�= �� � �o�tract aw�,rd�d b;r th� �iky �� F��k �]lror�'t, �r�d or�anx��t�on v�rC��c:k� qu�i�ies �'or �:�e�l�tiori ��'suant �13e �r�visions of ��ticie 2Q,0� (�i� n�' t�e Tex�s �,imi��� ��les, E,xciser and L`�e `�'a�c �ct, ��i� Con#�-a�:tor r�iay pur�.l�ase, re�Yt ar l�:�s� ail ma�erial�, �upp�ie� artd eq�i��n��ik us�d c�� co��s�me� in t�ic perforrr�ar�c� �i` t�iis contrack by i�st�in� to �is sup�kier an �xe:rnpkt�tti c��titicat� in lE�u of �he kax, sa�d ex�m�kion certaf�ca#e �o compl}� �vith St�l�� �orr�pt��ll��'� Ctuling _��7. r�ty �uc�i ex�mpti�n certificate issu�d �o �h�: �on�rt�ctor in li�� c�F the [�x s�iall be �ui�}eck [�r �d �E�al� cor�iply avith the p�ovisiort at S[ate: �:om�Eralicr's �using .Q11, ��d acty other ���lic�b�e SEate �orl�ptroll�r's ruli�gs pertaini��� t� SC�� `��xas i�irni�ed ��les, �xcise, a�d � L�se Ta.�c Acr. �n a�:�n�ract aw�,r�ie� E�}+ � develc�per fo� the �ar���uction oi' a public�y-awn�r imp�ov�m�n� ir� � stre�t ri�ht-oF w�y c�r okher ease�cnt whicE� �as bee�, dedi�;at��i to ihe �,�blic �nci t�Ye �ity �f F`{�rt �Vort�. ��1 orgar�i�ation w�ic� c��ali€'i�s fur �xernp�io� ��tsu�nt �h� provksjoe�� of .�r�ic�e 2�,(1� {�I� ot' ti�c �f'�:xas Limiteri Sa��s: Ex�:isc. a�d fSse �F`ax A�:#, �he C:ontr�cto�r ca� p�ak�ah�y bt �x�m�ked in �h� same rnar�er stated t�bave_ -l�ex:rs Limitec� �aE�s, Excis�, �tad L.Js� T�x �ct �re���.s ar�d ir�Farnl:�tion car� b� abt�'�i��ed f'rorn: �arr�ptroller a F Pt�blic �Lccounts �aies `i'a�� �f'�isior� �a�i�al S[4t�i�n r1+�stEn, ���� �6-6( i�) ���T � - �����r, �o�E-�c��� ��-� ���s��u7��� ��r� ��o�r��s ����o� c�-� ��a��:�u�-��� ��� ��oc���:�s: �7-7.] �L'13�F"i�T�fC'r; T�c ��r�tractor sh�l] }�erf�rm witii iii� ow� �rg�ni��on, :�t�d with t�i� tt�sis;.�ncti c�F woikrr�er� und�r Eii� imm�t�iaxe superi.ntersdance, w�rlc o#' a vaMu� af nt�� l�:ss than fifty (��°lo� perce�� �f tl�e va1�i� e��rac�d on �f�� cnntract. If the �o�str4tctor sublets aay ��u-t o� tl�e wc�r�C ta b� done ur��er titese ��ntract I3ac��3cnts, h� wil] :7ot �r�d�r any �:ircumstance� be ��ii�ved of �k�e r����r��ibi€i�y arsd ob��g�tiun assurr�ed ur�d�� th�s� �oitikra�t Docum�€��s_ Atl trar�sactr��s of k�e ��gin�er will �e wit� t�e �ont��c�ar. �ubco�[ractor� will l�e considerecl or��y i� th� �:apa.c�t�� o#' empfo�ree� �r W�f�CTIlCIY Of �Il� ��LZLI".1Gt�C c'iil� S�18L1 �� SLI�]��i;E t�Z Ile 5$ille fti�uie�:r�en#s �s tc� cha,ta�ter arsd c�mpekenc�r. 1`he Ow��r v��iCl r�ot re�.ogr�i�� any s�bcon���c��r on �i�e ��vork. The �on�ract�� s�.�il a� al� t:�ne�, whe� t1�e wark is in operalian, be repfcsen.t�� eitaler ir� ��:rson or l�y a s�p�rint�ndeac �>r a�h�r c�tsignaxed represen�tatives. �7-7.� A,�SIC.�i��vtFl*�'I� �F CC1�1Ti�r1�T; �e Cvntr�tc�or s1�a1� na� �sstgr�, tf�rrsfe�, s�b1�:t, a� o�h�:rw'tse �ii����� oF k�e c�n[r��t or his iigl�tsT �it1e, or iiit�z��t �n or to the s�ie l7� BI:�/ �1�T[ f.ilCC�O� W111Yl7lli C�1�: �reVlOL15 cUnS�rit D� tYke O��n�� �.c�ressed by reso��ui�n of th� �i�.v �otjnci� a�d cc�t���irr�:� in by t�ie �u���ies. �f ti�e C�r�tra�ior daes, v�'ithaut s�c�� �r�vious ca�sent, a�sign, �r�sf�:r. s��a1�t, convey, or �tJl��w�ti�: [�CSpUSC OF GYI� COf1Er���t O� �1s5 f1gll�, t�t�e, �r interest lher�in or s�ny �arc �h�r�o�`, t� €4ny p�rson or pe�s�ns, part�eFship, cornpany, firm, o� �+�rporatiu��, or �oe� b� �a�tkruptcp, �ro�untary or invo�urtt�r}�, or �y a�sign�nent �nder t�� ins�l�re���� E��v� �F ��y� sta�es, �,ttern�� �a �is�as� uf t�e con��c� may, �1 i�e optio❑ of lh� Uwn�r 4�e r�vol��d an� ar�nLsCled, ur�less th� Sur�t�c� sE��il success�uli;� cample�e sai� contrd�:t, 3[Y� 3Ii t�� �Y�[i� �}F an}r such revocatia� o� ar�n�1€��nt. any nior�.ie� c�ue or to becor�ie �u� ,�nd�:r or bp virtu� �t' s�id �o�titract s}�al] �� se�air�e� by tiYu �wr�er as l�q�id��e�1 �attY:��e� For tfa� reas�n �haC it �v�uid be impractica�le az�d cx�remely tiifii��l# k� �x th� ��tuai �a�age�. �7�7_3 PT��.�SF�U�"f�li� D�' ��i� �V���I�: Fr��r �c� �e�innin� �ny coas�ruction a�era�io�xs, t�i� �ont;�ctar s�iafl sub€r�ii �o the �.��tne�r i� five of mc�r� cop��s, if �q�sesi�:�l by [Y�c �itigirse�r, a��o�rr:ss s�ll�c�u3e pref�ra�ily in chart �r c��a�ram fvrrr�, or a bri�f ouE�ini�g En �ietail and ste� by �t�p tFte rnE�ne� o� pr�s�c�ting th� wor�C :�nd ar���i�� �nat�ri�is �,z�d �quip��e�x �vk�ch h� �xp�cts lo ��llo�.v i� �rder t� ct�m�le�e x1�e projecc i�, [�� s;:Jxtdt�fe�i �im�. There sh�lf be subrn��t�d a t�,bie vt ��tirnated ama+�nt� to be e�rned �y. t�ie ��rttr�ct�� d��ri�g eac� rnos�[hl� �stirn��e per�od. The �:oe�iractc�r sh�x�l commer�ce �h� w�r�C to b� per�c�r-�ta�d tu�d�r ihis cvntr�t�� �v{thin �he tirrte Ei��it state�i it� [i��s� �or�tracl Docume�tts an� �h��l cun�luct the wor�C in a c�n[inuou� r�aan�r �ci wi�h suf�c��nt �qL�ipm�:r�t, m�te�i�l�, �n� l�bor as i� necc�sary #� i.n�ure its comp��tian witf��r� the t�rn� limit. �7-7(1� Th� scq�:�nc� rec���sEe�! aFali co€���ruc�Ec�n o�rr;rati�fls sl��![ �� :�� all tinles a� s-�eci#'ie� in t�e ��ec�ai �or��r�c� Documenf�. 1��y �e�i�ca��� i'�o�Y such sequenc�r�� wis�l I}� SLk�][71it��� Eo th� �n�in��r foF h�s appr�vak, �c��tra�tof s�i��l €�c�E proc�ed wEth ��iy +���•i��tiu� unti� he �ias rec��ved �+�i�tcn a�prova� fror€� the E�gi��er. Such sp�ci�catic�r� �r approvsxl b� t�ie Er��r�ieer sl�all no� r€i�ev� ch� �onl�a�tor from �ull ��spc�nsibility �F th� c�mple�� �e�forrna��e o#� ih� �{}r�C�c�, The co�itt��� �:r�ie :-«�y be ci�a��eF.� :�trly ��� sc; Farti� in S�ctic�n �7-7.� ��{T�'NSIO�i �F 'I"I�tE [}� (�O�r�PLL"iiD�l c�f` ��ris .��rc�mcnt, �d � progsess schedul� s€��11 �o� ��nstitut� a �l�a��,� in t�ic ��n�r�c[ t�me, �7-7_�4 LL1��iTATi�1�1 �F ���'LP�`i'���t�IS: Tt�e �vc�rltir�� op�;r��i��s shal[ a� �[1 ti rn�� b�: conc�ucke� by t�e �ur�trac�c�r sa �s ta cre�te � min�z�zuTn ��t�ioutit ��' ir�c�n�r�nEenc� ta the �ubl�c. At any cim� wh�n, in tl�e ��.ci;mert# of th� �n�ir�c�r, the �c�tt[r�ckvr F�as �bsti�c:��:d ar cl�scd ar is c:�rr�'i�� c�n ap���tinr�s in a por�i�an �� a str�et oT �ub�ic �v�y �rear�r ti��ltl 15 IIECk:55AiV for proper �.r•��L4ti�,� �F t�t� wa�[;, �4�e E«�i��e�� m�y �ee�ui:e �l�e C:��titr.�c[or t� �nish Eh�e s�ction on whic:lY op�rati�r�s ar� in �ro�,��ss b�.#'�re xh� work is c�r��rne�c��1 �n any ad�itk4xnaf s��:tian �� street. G7-7,5 ����r�F��iC�'�� (��' �I��I��+1E�f �4�� �C��.J�P�EEN�': Loc�tl lab�or ��al] be us��i b}� �h� C��ntra�[or �vi�en it �s :��f�ilabl�:. Tiz� ��nErac:s�� �tsy bring #`fu� outside tkYe �Gty u�` I�a�t L�c�rth his lcey men and hi� s����rir���:�cle��. �ll �ath�:r w����rr�en, IEiC�uCll[l� e�uiprr��n� o�x�tt�rs, ntay b� im�+�rted only after t�e iuc�l su�ply �s exhausted, �c �or���actar s�al1 em�Cc�y oe�l}+ s�lch SL�Pei[nt�ii��t7tS, Faremc��, and w�rkni�� w��� ar� c�re{`ul, c:o�t���er.t, z��id ful�y �k�aiiried #� pe�f�mt klle du�ies ��d t�~�sks a�sa��ed �� �h��, ar�� �h� En�ineer m�x}� desn�d a�d sec�re �h� s�mm�ry eti�mEssai o� a�y person c�r person� ern��oved by tC�e �an�ractoe ir� or ah��u� c�r on the w��€� w�a, i�� the opiniot� ,�f �t�e �wn��, shalE nzi��an�uct harnse�f or to �e foun� �o be ir�cornpckent, �iis;esp�c#ix�I, �r�tcrn�er��e, cksshnn�st, �� ��thee�vise �i�j�c��c�nabl� ar n��le�•tf�1 in tk�� prng�� perfarrnanc� o�' i�i� s�r the�r dut�es, or ��c� r�e�l�ct or �e�us�s� Eo �:om�rky with ar �arry out _: t�e direc�ion of [h� owner, �n� sz��:h p�:rsan �r persons sha[k no� be �r�xpinye� :tgairr tlzer��n withc�ut written con��nk of the ��g�rt�ee. A�l WOF�Ct21�Ti ti$31� �a�� 5t��flGlen[ Si:CI�, �tbiliky, and �xperi�:z�ce Ea pr�sp��iv ��r�oerr� ��e w�r[t assi�r�e� �u �l��m an� oper�c� .��y �:��u;pni�r.t n�c�s��try to prop�ely cari-y out t1�e �erf�rrn�c� uf i�� assig�e� du�ies. T'�� �ontractc�r sh�il fi�misi� an�t m�kn�ain �� �he wo�k �t�! such e��€�men[ as is consid�r�d to be necess�';r for tl�e pros��utic�n ot �he w�rr�C in a� acrep�abie �:vu�er �� at a s�tisf����ry r�.�� ot pr��r���_ .�.1] �c�Liipm�nt, tp�ls, �d rrtacC�iner}� +�seck 1'�r h:�r�d�ir�� rnat�ri;,ls and �xecutins� �+nv ��rt �� kh� woric s���� be sub�ect ta r,he ���r�val n� t�i�: �n�ir��er �� �ha�! be rriain[�lined i:� � s��i�t:�ct�ry, sa�� an� �kticier�t w�rkir��, �r�ndik��rt. ��ui�rn�nC un a.rsy �ort3on o[ t�ie war�C �l�aEl %� sucli that no ia�ury t4 Ch� w�}�k_ �orks�en Oi �1C���1��f1S �C17���k� VJ1� E�51.�I� t�El1 lL5 US�. ��- ! ��� �7-7,� VJt�k�k ��I-iEbULI:_ E��g��:d worici�g days si�all b� �ornpt��es# s�art��g wi�h the first da� of �h� �vor�C cc�m�l��ed as detin�d i� {�.1�1.�3 "W�RKi�1�, Dr�,Y�" �r [�e date sti��late+� ir► tk�e "�4'�I� Of�D�R" f�r be�innint� wo�k, w�i�k�ever c�m�s f��st, �i�t}SiB�; in t�es� �o��tra�.r �oc�rr�er�ts ��iall b� constru�cl a� �rohii�itir�� khe �ont�ac�ar �`s��t u�orkin� �n �aturda�� ��r�da� �r Le�:�E Hali�$ys, �ro�ridi�g tl��t t1�� followxn� x�quirem�nts are rrret: �. !� rec���st xo woric �n a s�eci�`ic �ati�rda}�r �ui��ay or €�ega] Hc�li+�ay �us� }�e made to tli� Fr��irteer �t� tat�� th�t ti�e pre��cfin� '�'h�rsd�y. b. �►ny �vorlt �o �e dc�n� on �k��: �roj�cx on s��h a �pecif�c 5�tk�rd���, �Llri��}� �r Le��l �foli�y musc l�e, in t�ic o�inio� +�� the F��ineer, e�se�t�al t� tt�e tiniely �on1�l�:tiun aF tlle pro�ect. �'he Ln��ne�r'� de�ision stYal! b� i'inal in r�spvr�se t� s�c�x a ee�uest f�r ap�e�val to wvr�C art a spec�Ftc �aturdr�y, ��inday or i.e��l Hol����r, �nd na �xtra cornp�:n�atiur� sha�l be a�l�wed to �'i� �an�ractor ia�r any worlc ��r�orm�d on s�cfn a spec'tfic ��turc�a�, Sun�:ty �r L�gal I�Ialiri�y, �alenilar l�ays s��Cl be defir�e� ir� � l-1.'?4 �d the Co��r�ctor m�y worlc ��ie s� de�ires. �7�7,7 TI.��1E O�' C(�Nf�L�i�;�i�[F'I�1' AI`�D_����1'�,FT'[��f : �l`he Contractor s�1� conunenc� khe worlcir�� operatio�s wttkii€� ��i� time s�ec3fie� in t�e �on�ra�t �ocurnents �n�l �e� tt�r�h in tE�c �or�C i�r�er, �'ailur� #c� �� s� sha1� be c�r,sidered b� tize o��ner �is ab��tdc�nme�t a�' thc �antraci �y #he C�n�rac��� �uid the �wne� m�y p�ocee� �� h� �ees kit. The ��niractor �ha1� �n�in�air� �s rat� �f p�o�res� su�h as �viCl ir�sure t�at t�ie w�ul� w�r�C +.�ill b� perfarrr�ed and tY�e pr�mis�s clea�e�i up in ac��rrd�nce with �E�� Ca�7Eea�t Dc�cun�en�s ar:d witfiin the #ime �s�abMis��d i� such documents �n.� �ucY� exteflsior of �ime a.� rnay be praper�y authori�ed, �7-7.8 L�{TT�1�iD� �F Tl?�l� C���A[.�T'[�[ti: �`h� �ontract��'s rec�u�st �or an ext�nsion o�' time �F ca€rtpietton shall be cobsid�red �n�y when ti�e rec�t7�st �or such �xt�ns;on � sub�itt�d in writin� to �iie Eng:rieer wi#��in sever� days �am a�d a���r �he time alZeg�d caus� of ����y �i�al� nccurred. �hu�rl� an e;t��nsion �f t�ie tjrn� o� com�le�i�n b�: r�c��l�s�e� su�l� rer�uest v�ri�l �� for�v:�rdwd �o [�� �ity �aunci� E'or ��.praval. In dci}ustin� [he canrract time for c�mplelaor� ot �vork. c��sid�ration wiil �e g�ven zu un�are�eez� caus�s be�+ond [�� cu�ttral �#' az�d �vitl�out l�� F�u�� o� n��li�er�c� of tf�� �on��act�r, tire. #��o�, t�xr�ad�es, epid�:rz�ics, qeaa.rantir�e r�s�ric#ior��, �trik�s, err�i�az�oes, or delays o� sub-con�Factor� s�ue [n suci� c�u�s. ��-7(3) Wlz�n t�e da�} of completi�r� is �as'��d c�n � cal��tid�� ��� bid, a r�c�u�st for �:ct�nsiort of time ��caus� pf ir�c���nent w�at�icr �vi11 r��t Tae c�nsidere�. � rcqt�est for e:ttcnsian o; urne d�� �o inabil�ty to �E�tai� sk3�p�i�s a��d m�tc��a�s wi�l k�e �onsid�red ��}ly v�ri�er� a�eview o� tY�� �or�trac�or's purch�s� �s�er ci.��es :��cl other pertinent d�ta as req�est�d by ��e �'n�i�e::r indt�.��es �ha� ch� �on�r�ctor h�� Fnade a S�o��fide atlerztpt to sect��� deliver� �r� sck��:dul�, This si��l tnclude ��'orts tc� obt�tin klie s�1ppIies and �a�e;tt�Cs from al��rr��t#� s�ur:;es En c�se tl�e �irs� sour�e catulat mt1lce d�1j�r�ry. If' satis�a�tory �xe��tian an�# ca�tip�etian of' th,� �at��ract s���1;� rcquire work �d ma[erials in greater xrn��nts or ��ar��ti�s t1��� t�os� s�x 1'c��th in t�e app���re� �on��r:�c� Dacur�ient�, theri th� cont��ck tirr�e �nat b� ix��rcase� by� ��Y�nge �}rder. �7�7.9 �}��..:�`C�; T�Ze ���Eractor sht�l] r�.ceive no co���en�at�an �ar de�t�ys �r hi�clr�nc�s to t1Ye v�`+�r1�. exc�pt wCnen dire�i an�i ��Yav�icia��� e:ckra c��� io kh� �ar�trac��r is ca���cl �+y Ehe f�il�rc ol''tl�e ���y ��� �ro�ri�e Enro:Yn��ion or rna.terial, i����y, whicFi is �v i��: fiM�nislY�d E�� tlte �i�y. W�ten s�ch �x�ra cam��nsa�r�n i� ci:�imed, a writken stst�.u��nt t��r��F s��ll �e presented b� ktte �or��r�ct�r �v tile �r��ine�r ar�d if by the �n�ir�e�� four�cl c��rrec#, s��a[1 be �p�r�v�� and r�t�:rr�d �� r.€i� �rrg�r�eer Ca �h� �:��}� �s��IY�iI Fc�f #inaC ap��ov�! �� disapprova�; a�d i#�e ac4ian ��c:��an by �h� �ity �o+.uzcil sha[l be fir�al a�id b�r�c�ir��, 1€'�i�:iay is cat�s�d by spe�i��c ord�r-s �iven �S}� t��: �i�gineer t� st�p war�C, ur f��• the p�.�rforrnance of ex�r� work, or by [1}� FaiCure �f' tt�� �itv #o grovi�e mtYt�.�i,al c�r ne�e�sary ir�stzvctions fc�r carryi�� or� th� w�Fk, �hen such ��G:�y wt1l t�li#le th� ���tra�tor to an ec��iva[��lt exte�rsic�n of iime, his ag�Cic��iart f�r shatl, h�x,�r�v�r, b� stiib}ect tu the �pprs�val O� it1� G1Cj� C,OiC[I�CG; �i1lS C10 51,1G}7 �'CE0C15E0'Ci 1}f C1:1i� SFl�l�l t���ll5t' the �ontractar ��r the �uret}� or� h�s perforrrta�ce bond frorn a!� �Yi� abligations lzere��nd�r �v€�iclti shall re�nain in �ll fvrc�. untr� �h� dis��arge o� [he coz���ac�. C7-7.�{] T��rIE C��' �0!�P[.��: �1'he tirtYe ��E corrtpl�tion rs an �ss�ntia� elemeett a�- ihe �o�t�a��. Ea�h boci��� s��f[ i�tic�ic�te: i�� t11e s�pr�priate place an thc la�t pa�� of th�: �r��osal, [hc numk�ee ��� w�orl�in� d�y5 �r �:��er�dar d�}�s fi,E��# he r�v�1l re�yuire �o ruity cornpl�te this ca��ra�[ ��r t�e tim� �k �:umpletio� will be sp�ci�ied bv t�e �ity �n kh� prop��al s��:tiQ[1 VF Cfle �Of1iF:i�t D4�CX.1fTl�TltS. 'rt�e n��Enb�r of +���'s ir�ci�cascd sha11 be ��eali�#ic ��tirnate t�f th� kirne rtquir�d t� c�r�-tpiete the woe�C c�vere� by the s�e�iFic �o��ra�[ bein� bi� upan_ The amount of time �n �#at�d �}� the ���c:cessFul bidder or t�e Cit� wi�i hec�me �f1e txmc �f c��ti��e�ion sp�:cifi�ci i� tY�e ��ntract Df�cum�nts. �or each calencl�r ��y that an� wor� si�al� rernain �ac�m�I�t�.ti alter the ti�� specifi�d in the Con�ract Dacum�nis, or incre��d time ���nted bv tl�e �w�er, ar � at�torr���icall� i�cr�:rtse� bv a��iiti���i w�rlc �r mater���s ordee�d al��r tkYc con�rac� is si�n�i, ti�e su�n p�r day ��ven in t€�� to[l�wi�Y� �ch�duie, unJ� otherwise specifi4d in �t�er parts at the �uncract Duc�r�en�s, wil.E �e de�uc�ed E'r��r the moni�� due �he �ar��ractar, nox as �x p�n��ty, b��t :�s 13c�uidated cf��nages suFfered �y �he �w�n�r. �i-7(�) ,���U[�T ��' ��NTR.���1' L�s� �h�n � �,Q�� � CS,�DE � ��,0� 1 $ S�,QUI � 1��,[�01 � ���x��� � �,���,���� � ?,����;�,�}�� �O li� to �o tn CO [O �I�C� �v�f $ S,UUQ � � �r�t1� � ��,�00 $ 5�,�(��1 � 1��,0�0 � S�O,�i}0 $ 1,QO�,�QQ � L�41V�r�;J� ir�cE�sive ��1��1131�� inc 1us iv� iricE,�s�v� rnciu�iv� ir�clu�ive inclusjve 11�C�kiSlV� A�IDU'�`�' OF L[�i.JiD:�TED DAt�iACrE� �'�l� DAY � � � � � $ � � � 3�,0� 45.OQ �3,�0 1 �S.OQ l �4.�U ? l�.f}0 3i�.0� �?�,�� ���.��} '!'€Ye par�:�s l�ef�tc� ��4�e��tan�1 and a�rce ci�at �ny ��ami to tlie ��ty ca�sed by tl�e �ontractor's delay in cvrr��l�tin� tl�e w�,rk �rer�under in th� tjr�e s�e�iF�c{ hy th� ��r�tract �ocunients ��uld be i�c�pable or very dj�f'i�ul� tn c�lcu[�tc d�e �o ]��k o� ac�ur�te inforrn�tia�, and khat the "Am�unt o� Li�uidate� Damages P�r f�a�r,,, .� �et u�t abave, �s a reaso�ab�e �or�ca�t �f�us# �om�ensatu�n due #he �:it�• for ha�rn eauscd by ar�}� d�lay. �7�7_1 1 SC��P�r.�'�.i�� �Y ��UI�T �F�DFR: �"he �ontractor sTtall suspe�d ope�ak�u�i5 oil 5u�:i1 �a�l UC ��rts o� t�C wo[�C �rd�r�C� �y �Ei]� Goui't, �rn� ��+i11 not �e ��tit�ed to m�diti�r��tt cor�pensa��n by viriu�; ��such �:ourt �rder. I�cr#��r vuill he be �ia�lc to tY7� C:ity ir� zl�e vent �h� work Es s�spefld�d i�� a��ur[ i�rder, �eEther wif! tiz�: �wner kre 1�at�le to tfre �ontr�ctor �}+ virtu� oF �ny �v�r� Q;��r or �cfion t'�rr ��r�ch t�� ��+vr�er is ��rt s�l�1y res�onsible, �7-7.1? TEMP�l�AI�1C S�SP�I��i�?�i: "1`he �wne� si�a�l l��ve �he ri�ht �o s�sp�r�d th� worl€ ape�atior� �hol�y or in part f,or sucti periat� or p�r�ods o# �im� :�� h� e�nay c���:m r�e����ary �+�e to ur�uiEak�le ��eath�r c�r��itio�is �� any ath�� ���ta�o-l� cnn�i��t�n� wi�G�h in tl�e opinion of �he ���:��r ae �.n�ine�r �ae�se further �rc�secu�ion af �k:e ��orlc tc� �e uns�tis�act�r}+ or deiri�n�ntaC to the int�r�s� of the pro�ec#, D��an� te�n��ra�y s�s�e�siu� v#' �he �vor� covere�4 �y this contr�ct, �F�� ar�y �eason, t�e Own�r will �ak�: no ex��a paymen t Fof siand-�y �inie �f c�n�tr�ction e��iprnent andl�f consir��c:t�ort crews, �.�` it �Y�aul� be€orr�e fle�essary to susper�d wor4c ��rr arw ind�tlr�i� geriod. �he �ontracto� s1�a�i stor� �i� r�a��r�aJs in such tn.�r�er tki�t k�iey wil] nt�� ��;�struc� �r im.pede r�� p�b1►c unn�cessarily nor b�cotr�e �amaged in any �va�y, an� h� sh�l.k E�ke evety �recaution z� p�eve�t dnma�� nr d�t�:riar�etio€� at" tk�e v�rar�t p�rforn�d; he si�ali pr��id� suita�l�: tiraiva�e a�out �1�� �vork, ar�d ere�t t���fary str�cture� wk��r� necess�y. �l�a�k�i tk�e ��nirac��r nai ]� abie �o cam�l�te a porti�n of khe �rc�j�ct cEu� �� ct�uses b�yond �lit conEr�1 uf and wi[hou� the t�Lt�x oe ����i�er��� �f the ��nkra�t�r �s s't tort�� it� Par�gr�p� �7-7,� �YT���[��i �F TH��1�L� �F ��[vT�'L�TYOI�. an� ��Yuu�d it be �7-7�� j tlet�rrnined by tnutu:il can;�e�t o.f tE�� Cc�ntract�e and t�i� ��gi��er t1�a� a,o!ution ta al�c��v c��s#���ior� �c� prac�e�! is �o� av�ifahle ��ithin a r��so�t�k�ie p�riod o� iime, then the ��ntractor rnay be ��irr�E�ursed tor khe co�t of movin� fni� ec�4tipir�enE o#� [l�� fc�b ae�d Iet�filin� [�i� ri���55ar�f �C�UI�rCI�ri[ [� iC1� j�� 4V�1�!1 �t !S d�:S�:�31�1�:� �� C�4� �n�ul���' �l�az con�truct«n ��y l�� i�surned, �uc1Y rei�nC���r�err��n� si�all �� �ased a�i act��aE cost E� t�e �ontract�r of ntio�ing tE�e eq�iprue�tE a�ci no profit wil� b� ti��ow�.xd_ I*�o C��I11L�L1f5�fTi�rt[ Sf7&�j � 71�0����L� i� the equigme�t :s «Y�ved to ��r�a�}:cr c�nstr,�ction peoj�cE tar �hc �t�� o.F �'or# �r'��f3. TF�� �'a�+tra�tnr �l��l! �o� suspe��4 wrrr�: witI���� wri�ten nokice fro�m t�e En�i�ee� a�d s�all �rc�cecd �vith t€�e v�r�r`� op�r�tians pr��n��ly �vk�en n�titic� b}� the �ng��eer t� so tesume oper�k�ans, ��-�.�� ����Eir���o� oF �o��T��cT ���� Tc� �r��r�or�.��� ��vl�:��c�r��: WY,er��ver. bec��sse �€' I����onal E�r�erg�:�cy, �o de�larecE by [he presi�en� �f tY�e Elniteci �tat�s or r�ther law�u� au�hority, iC b�cu�nes i�po��ibl� tor l�� �or�kra�ts�r t�i �hta�r� al] of lh� necessary l�bor, mattir�als, and eyui�men# for th� pr�sec�ti�n of Che wori� wiz� re�c�nt�ble co«tinuit�r E�ar a peraa� of tv�ro r�tont�is. t�te �:�r�t�actor shall wEthin �eve� days notiFy �41� C.:tp� in wn�iri�, ���+ing a��tailed s�atement o� ti�� effo�ts wiii�h have b�:tin ma.de an� iistirs� ali ne�:cs��ry itc:m� oF labc��, e�Yatcri�ls, and «��iprn�n� n�� �b[�tir�;�b��_ f!r at��r ir�v�s�k�ati�ns, �ii� {.1WI7�C IlIli�S lElc.�t Sil[;�1 Ci]i1C�ZC1f]El$ L'}Cj$CII"!!� 31i� �lr�� tFl� lYlc'1,�}R11LV �7F th� Contx�ct�3r tc� pracee� t� r�v[ at�rik��a#a�l� irs w�c��� �r fn par� �o th� ���1� or �egl�ct �F the �ontr�ctor, t��r� if the �w�er ca�not aFter rcas��nahC�: ei-f�srt a�skst tk�e C�otitr�ctor in proc�}rr�t� a�x�l r��a�jng a��iEab1� tfae aeces�a�y l��c�e, m�tee�a�s, �nd tyut�mc�� wilhin �iirtv days, t�� �ontractvr r�}� r�q�rest t�ie vwner tt� ter�nin�Ee ihe co�[fac�t ar�d the ��wn�r 1�'1�Y GOiTI�}}�}�� w1tFl �Y�� C�C�Il�St, a�c! �k�e tefrni��tior� sha,l] �e con�iiki��r��d nn�i b�s�d L�pon a �ina] settl�m�nt mut�a]!y �c�:�pt�rble to bo�� �e �wner ai�d th� �a�t�c�or :�nd f�Eiai �t�e}+rr2C[Yt Si1�I� 17e irl:�d� iTl a��4r��+i�G2 WiCYk ��1� I�iT3�5 �7F t�� 21�,L��� S�t#��R7�ikt, whic:� shall inclu�i�. �3xu �tot kx� ltn�it�.�d ko t�e ��y�enk���r alI w��•�C e:cec�ted C�ui not ��ic:i��ted �rot�t� �n worlc whx�h has rs�t �eer� ��rkor�n�d. �7-7_1� �i.l5���i�[�l�l t�� .+��'►��C`.1[4�EI�1'C` ��' Af`H�._�rVC�1�C A�I.C� A�"Nl�L1v�E'�1"� �F li'F��` CO?�f'l"�A�T; Th� wnr�C s�p�:ratians ort aEI or 3ny portiun �r �e��ior� ot' t1�e woik u�i�er Cc�ntract sha�l be s�tspe�det! imrnedt�t���+ �r� ���ritt�n or�er ot't�i� Engit�ee� or t�e (:oE��riac� m�y be d�c�ared c�Yceled by ��� �ity �o�t�cil E'ur �r�� gnod a�d �u�ct�nt c���se, 'I"he f�llow'sr��, by v��ay �� exafnp�e, �u� r�at o# l�mElatian, ma�r b� cr��s€dereci �x+�u��s ��r sti�e��ic�n ar cancellaiaon: a_ �'ai�ur� �f �he C����•actor t� c�r���nce wc�rlc �g��:�Cic��s wi[hin #he tiu�� �pee�tied ir� �he �k+'ar�C �rder iss�e�l C��r ei�� O�vner, �1. �41I]SiSil�l'11 �vi�ence �h�t prog�re�� of ch� war�C ��er�t�c>ns by t�� Co�tractor t� insu���c��nt to com�E�te �e work wi�hin the s�e�j�i�� �ime. � 7-7(6) c. �a'tttire �F tl�� �or��r��tnr to pr�v�de ar�d rr�aint�in suf�icienE la�r and e�uiprY��t �� p�operly execttte ti�e w�rking o��ratio�s. d. �' ubstant�al evide�ce c�at t1�e C;antrackar h� a��x�doned #h� wor�C. e. Srabsta�lial ����ien�e [l�at #he �onEr�,ckor �a� �ecome ii3�v�v�.r�t �� banicru�t, o� other�vi�� �'inanc:i�t��y �n��l� ta carry or� il,c w��r�C s�ti�f�c�or�ly, f. F;�ilure ��� the paxt of �h�: �or�tractor to �i�s�rv� a�� tequire��nts of tli� �ontr-ac� �oc�ene�7is or ko comp�}� wit� any� ord�� �iv�n by :h� En��n��r or Owner prov�ded �o� in the�e ��n�r�c� Docuntient�. �. Fa.il�re c�f th� �or�tractnr p�o�npt�y Eo mak� goc�d any defe�t �n ���ter��ils �r v�rs�rk�t�ku�s�l�ip, �r ar�y d�Fects of at�y nature th� �;arrec�on �f ��•l��ch has been difected �� �itin�; io-y the �ng��te�r o� t�te �wrteT. �1. 541�1St�Iikt�I �vid��c�: of coi�u�wan tor �he pur�aose of iileg�l�y �ro�t�rin� a contra�:t or per���ra�ir�� fr��d on th� �i�y in ttYc construc��r}�� c�F wo�k �nsJ�r �:��1tz�icL. i. A s�b�tantial ��dicatiu�, �kYat the C:�n�ract�r �n�s R�adc �xn u�a���o�iz�d assi�nme�k of Eh� conl�act �r auy #i�n�� ��x� kk�������n f�r ��e b�.�n�:fit of any �re�iit�r �r �`c�r any othe� purp�se. j, Z� �h� �o�tr��t�� sl't��l Fvr �n}� c�use w���tsoever n�[ c�rry on the wo��c_'t�� ope�ation in �� a�ce��ab�� rr��rrner. k, lf the �ontr�ctor corr��n�.es �e��l ae�ion a�ains� xh� �wne�. �4 �opy of tl�e stitsp��si�n ��r�er or action �f tf�� �it� �ounci� shall b� served an the ��ntr:�cto�'� Sureeie�. Wh�� wor�t �� s��spe��d�d �ur �n}+ ca�s� or ca�as��, oF when th� c�ntract is e�nc�eled, the �o��r�ctor �1�ail t�isc�n�lnue �he �oric or sucl� �a�t tE�are�f as the o�vn�r s�al� d�si�r,aC�, w�ereu�n �he S�reties r�a;�, at t��ir ��tion, ass�me ch� cor�iract o.r that portior� there��` wtuch th� �yvne� l�as �rdere�i EYt� ��ntract�r t� �isca�t�nue, �+� r�ay perFo�m tE�� sam� �r may, ��ith wri[�t�n cat�ent of tt�� o��'���, sublet t�� �vor�c �r tf��t �ror�io� �t" th� wvrk �s ta6ce� ov�r, �r�vi�ieci h��vev�r, tha� ��e �ur��k�s sha�l exer�ise t�etr option, i#' �t �1, wi�hin Gwo weeics �t�er ih� w�r�tten notice t� disc�r��inu�: the w�ric h�s been serv�d u��n �h� �on�r�ctor ar.d Ltpc�n �h� �ux�ties �r t�icir �L«honr�d� agents, 1he �ur��ies, 't� suck� e�er�t shall assume t�te �onir�ctor's p1��� ir� al1 r�sp�cts, a�xd s�al] be paid b�+ ti�e �wn�r f�r a�1 wo�r�C ��r�orm�d by t�er� in ac��rda�rtc� witf� [ht x�m�s oF tli� ��ntFaci i�o��mer�C�. Ail rnon�es ramain�ng dt�e �he �on#ractor at [�te [im� ut this de�auLt ���til t�7er�upo�r becur�� �u� ��� p��la��e to the Sureki�s a� th.� work prt��sess��. su�je�� [o all txE �h� tefm� ot" tk�e �untr��:� �o�r�rr�enis. C7-7{7) �n �as� [h� Su��t;�s dc� r�o�, WkS�ilf1 ��1� F1ErL'!]�a��70Y� ��F�L`EEiC:ij E�lFl�, ex���:i�: tlieir r�;ht attd �p�jc�n to ass�un� ��:e c�ntr�,c:t res�c�n��bili�i�s, ar tt�a� �c��tion tltereot wi�ic:1� tk�e Own�r �as �rdLred the ��n�rac�c�r to d�sco�t�n��e, �i��r� tFie �wr�e� sh�f I l�:�ve th� ��wer tv compl���. k�y co�tract �rr oth�rwis�, as it r�ay d�.efm3ne, tlie �var�C her�in �escribe:d �� su�h woric ���reof �s i� may ��ern r��cc�sary, and the �ante�t�c�r h��c�o agr�es E�raE th� ��vt3er s�ali h�ve tY�e �i�;hk �o �ake p��.�e��ion ��' �nd us�: atty aiat��ials, p�ae��s, tools, equigment, su�plies, .'i�l� pr4�7�:PE� 0� 3il�f �C1�k� �7r�Yi��� �7� �E�� C,�E1t��Ct�C FOf Z�� pU['pUS� af carry�ng o� tY:e �vork and Co p�oc�re oxher l�ol�, equipment, m€tter��ls, labc�r ��l p�r�p�.rty E'�r tt�e �:om�letian �t tE�� �ar€c, �nd to char�e [c� �h� account o�'the �o�itractor uf s��c� co�t�racG �xpe�se �or La�or. rn���:�'�afs, ��vls, �qtiripmen[, ar�d a�l e:cpense� ir«ident�i t�ereto, Th�: e:cpens�: �o cY�ar�;ec[ sfiall b� dc��c�tid by� t�Ye awn��• �'rom sucl� �rto�k�s �ti� m�,y �� du� or ai�� b�cam� due �t ar�y kime �hercaft�� tc� lF�e �at�tra�t�ar �Gnii�r an� try virt�c of the �.onkrac� ae ��ri}f p�Ct E1t���of. T�1�* �w�1ei shall nv� k��: rc��uired to o4��air� th� l��west bid �or ti�c �vnr� con3pl�tir�� the co��rr�ct, kx�i� tl�e �xper��e �� be d�ducted s�rall b� ih� aci�sl �v�t of`t�ie n�vner ��` such �vork t.� ca�� s�Kc� expense� sh�+11 ex�eed �he arYount w��c�i �voulci Fi��ve a,��n �r�yai��e �nr�er �he ["o�tract it the sam� had b�en compl�twci by Ch� C��rYita�.ir t�i#t'R tfte C�FI[CAC[�E �fCl� �115 �ure�.ie� st�a11 p�y� tY�� �Eno�nt �t' s�ch e:cce�s tu ti�� �itv on n��tt�c fr�m ti�e C��vtter ��t' t�re ex�:css ci�e, 1�!-h�n any pa�ti�:��l�r part ot� t�Ye wark i� l��:tng �:a�ra�r� on [�y� Lltc �}wne� by �o�tract vr c�th�r�vise ,�r��er �1,�: prckvisic�ns caf thEs �e�t�an, ��-�e �`ontractor sh�li c�rnti�uc l�e rct�aie�cf��r uF khe �vork �n can�'c�r�n��y w�th kt�e kerm� oF ��t �c�e�trac� Dac�r��e��ts ar�c! �n �uci� � et�.�nner as �o ��t hr�def or r��er€'ere with �C�e p�:r�arrr�a�ice at' th� worlc by t�e Own�r. �7-�, `: � FULFIi.[.Mi;i�T �F �C�t�fTi�A�T- The �t�nt�a�ct wisl be con�iderecl as havin� b�e� f�ltill��i, s�ve a� �r��•aci�.c� iii an� botid or b<}n�is or by l�w, when aIl th� w+�rk anc� a11 secki��ns or �arts oF ti�� projec[ covercd by khe �qntt�ct Doc�r�Y�:n�� h�v� been tir�is�t�:d a�d com�l�tec�, tl�e t�n�i ins�ec[Gon mr�d� �y tE�� �ilgineef, ar�d tk�e �n�i �tccept�nce and fir��I payment made b� t�e �v��ee. �C7-7.16 '1`C1��1I�!`�]�,�I�C� �'�� �������E�fCE C�� '�'E�jF, ���r'�lE�t: 'I`�ie �erforma�ce of the wc�rk urid�� tl��s e�n�ra�k m�� �� te�e�tinated b� tl�e Dw��� in v�rl�ale. or frorr� tirn� t� tsme in ��rt, �n ac�ord;�r�ce yv��h t�t�s �ec�ion, �+��er��v�r t�� �wn�r sh�ll ��te�ine t1�at su�:l� [ersnin�tiun rs �r� tt�� b�s[ in�er�st of Che ��n��. A. �fOTC�� C��' ���'tIN:�1TIQAl, .�n�+ T��tiination shali be �t'�ecte�, I�}� mailin� � �o�ic� uF ��� kerminr�tior� �� th� ��ntract�� ��recalyutu �he �:�ter�� �a whici� �er�aeman�e o#' work �G�d�f the conz�act is �er�sr����:�, �nd t[�e da�e upon tiv�ic:h such t�zrn�r�at�on C��ccr��s e�Yective. Rec�ipt ot� t�� rtotice silali be ��eme�l conc;�siv�ly PC�SLI�I'E�� c�F1C� �S��S��15�1�� 4Y��:�1 GE7e L�CkCL k5 pEacec4 Ea tk�e [.T�it��f �C���s P�st�l ��r�ric� �[axl by tt�e �wncr, �'ur�her, rt shaCl b� de�me� conc�usi�elv ���u�n�c� aad �st��lis�et� �l��t su�h E�iTTlkIl;'X�f�T� l5 r��{� wst�r ��s� ���se � therei� s{ated: and no �ro��t� i« :rny � r-7��� �c�aim, derria�c� or suit shall be reqtEEre�i �f �I�� Own�r reg�rdin� st�ch di�crexi��a�y acti��� �. C��iTR�C'T�R r��'-[`���: rlfter C�C�C�}t oF a n�tice �F t�:ratir�ali�nr artd ex�ep� as �thertw�s� ci�r��:te� b� th� �ngir�e�r, �I�e ����trac��r sl�all: �top w�r�C �ilder �F�e c�ntr�x�� o� tY�e da#e and to t31� extenE s�eci#ied in tf�� r�otic� of ��r�irEation; 2. piace no fur�her orde:-s or s�h�:o�ttracts for m:tt�r�als, serv�c�s or t:�ciliiies exce�! a� rr�a� �c ne��s��rp for ��maleti�� oi suct� �artion �f tiie wc�rk under the �r��trac� as is nat t�rml�at�:�; 3, tezminate a11 orders an� s�rbcor�t�act� tt� �cx exter�t tl��.�� tf�e� �ei:�te to �he �erFc�rmar�ce of the work t�r�nina�eti b� n�tice of te�Yir��tir�n; 4. �r�rts�er xitle to t1�� Q�vn�r anc� deliver in t�e matuti�e, �t the time�, �rrd �o #��e exte�t, iFan}�, c�irect�d �y �i�e Er�girt�er; a. [hc fabric:ate� �r �r�f`ahr�c��t�:d �art�, wosk it� p�gress, c��n�let�d work, st�p�lies and o�h�� �nateri�l prud4Eccd as a part �t', or �cquire�l in cc�nr�ecii�r� yVft�7 the �e��orrn�nce a�, th� w��k [ermir�at�d by� lhe r�o�ic� a#' [fne �emzinaGion; and '�. The comple�ed, ur �artEally con�ple�e�i �la�ns, dr�,wi��gs, infarmaEic�r� �tid otY�ef g��perty wE�ic�i, i�' t�ie �:c�n#ract had b�e� campl�t�.d, wuuld h�vc: beer� req��r�d to � fi��i�k�er� t� t��e t�wner. 5, c�mpiete �erf�rrna�ce af such wvr1� �s shall nrst li�ve been ter�tir��ed by the no#i�� of terrair���ian; and 6, Take su�:t� accior� �� snay �e n��e��, o� as �he Eng�r�e�r niay di�t�:t, f�r [h� pr�tectio� and prewervation oF k�� pr�p�rty related to its cvn�r�ct which is in �h� ��sses�ion v�' tl�e ��r�tr:�c��� �n� i�i wt�ich i�e oyvr��r h�s u� m�v �cyuirt �h� res�. At a iirne not later t�an 30 da�s af�et i�� t�rrr�ination �a�e ��ecif�ed En �he no�i�:e of ��rraiinatiar�, k�e Conz��t�� m�y su�mi[ to th� Engineer a list, certi�i�� a� tu qu�ntity and qti�a�it�. o#� a.r�y or a!1 i[�rn� +�f terminatio� ix�ver�tory no[ previc�usi� dis�osed o�', �:c�lusive ��' iteins tf�� di��ositic�n of C7-7{4)} wii't�h �ras be�n c�irected oe atkChnri�e� �y Err�it�eer, �lot Eater t�a� 15 ctays �nc�eat�er, �}�� ��vner �hal� accept [il��: �o suc:h it�Fns pro+�i��d, Ek�a� �he list �ubmitt�cC sltall b� s�tbj�ct to v�ri�catian �y She En�tn��r ��p�n removal �F tk�� i�ems ��r, if tE�� ic�rn� are sto�ed, w�tk�itt 4� �y's fr�in �l�e datc aF s�b�n�s�ion s�� the l�st, ar�d �ny r�ecessaxy ad��tstme�ts t�� �oer�tt the list as subrnitted, sE���� be m�de �rit�r t� f�n:�! set�lerner��, �. TE��lI��1����� ���?kr[: V�r'itf�i�, �� �lays �fter the no�ice o� terrrin��tioi�, t�Ye �ont�a�#ar sha�l submi� his t�rr��natiot� clai�n to t��� F�t�ineer in tlze ��rm anc� wi�h ti�e �er��fi���ir�n p�s�ril�ec� �}� [hc �n�ineer, L�r�E�ss or�e or rr�ore ext��saon� in writjn� ar� �r:�n�c+i by €�e ��r�er upon req�est �f' ti�c �oratr�ctor, m�ci� in ��-itir�� witftiin suc�r fi�-da}� p�ri�cl �r �s�itilofi���i e���t�sia� tl�ereuF, any �nci all st�cl� cla�rris s��lt be c�ncl��ive�y de�m��i w�iv��i, D. A��OUNTS: S��b�ect t� �he pfovisior�s �F �t��3 C:7-7.i(C}, th�: �ar�[r���or �d ���� �wne� ma� ��re�: ��pan t1�e whal�: o� a�7y pa�t �� l�ie an�o�nt or ar�tounts to be �aid ts� thc ��t�#.r:�ctor b� r�:as��n �� t�e [ok�.l �� p�ftla� k�CnlGn:�[CQiI £?F t�l� �ror[� ����u�nt hcret�; pr+�viciecl, li��t such a��e�:cl amotikn� or amounks ��rt11 �i�ver ex£�ed the t�t��tl can�ract pri�:�.w �tC�4lC�r� �� [h� an��ur�t at' �aymen�s �t�ierwi�e macle �r�d as fx�r�l�er redu�:ed by t�e �:on�racl pr�c�: w�r�C n�t termir�at�d_ The contr��t sC�a€] 1�� E�men�i�d accord�n�ly, a�d t�e ��nsr�ctor �Y�al! be paid 4ht agreec! an3u�rrt. hio �mount �1�ali l�e due f�r 1�st or an��cip+���c� ��r��it� �a�i�ing in �7-7,1��E} i�er���ter, �r4s�ri�rin� ih� arnount #s� be paid �c� t�t�: Cu3ttract�r by reasot� of t��� Eert�i��ston c�f work �rurs��at�t [o this secti.��, shall be d�eni�c� to Irrnit, rest�ict or ���kYenv�s� determir_e �r �ffect tY�e arr�o��� t3f a�r��un�s which ir�ay be �rced Ltpc�n t�� b� pai�t €o �h� C:ont��c#�r pk�rs�ar�t tc� tt�is p�r�gra�h. F.. 1=A�Tr�J� T� A�RL�.: In tn�: eve�t af tE�� �ail�rc �F i�� �oe�tr�ctor �ncf �lx� �wn�r ta a�re� � �ro�i�i�:d in �7-7.� �i�D� up�n ��� wl�ole a�-nc���n� t� be p�i� �o t�ne �ontract�r b�y re;�sun ai tli� te«ni.natio� of th� wo�1c �tirsuant to this �ec��a�, �he C3uFne� shall dctem�i��, o� the ��sis �� in[orr�{ttion �vaila�Ce ¢o i�. the ������,n�, E�' �ny, du� ka the ��ntrac�or by rc�so� o#` t�i� �cr�-ri��tion �nd sk-;all pay [� t�re ��nte�ctar #k�� arno4»ts d�termin�d. �i� �rnou�� shall b� clu� �ar losi or ar�tici�at�d pfafi[s. F, DEI3���Ct��1�: [n arriving az tix� arnount due �h� Cor�#.��ctor un��r r11is section kh�:re si��1t be de�ucte�{; all unlic�ui�aeed �d��ne� a� ot�er payztt�nEs an �c�;s��nt t�ier�;�otor� rrtade �n t�e �c�z�tr��co�, ap��ic:a�l�. ta [he �ermin�xe� pa��on of k1�s coatracz; �7-7{ l 0 j ?. any �laim wi�icn thc �wn�r m�y have agains� th� C��Ytr��lor in ��ruf�c[iaR wit�t �ltis c�n�rac[; and 3_ the a��eed �rice �ar, �� t�e pr�c�eds oP tihe sa1� of, a��r rr�at�ria3s, s�pplies or �ther t�in�s ���t �y �iie ��ntr�ct�r �r sal�, �urs�a�,�nx tn tiie provi�i�ns of �Y�is c�aus�, ant� �ot u�t��rwi�e reco�reced l�y o� ceedi��:d �t� tfYe Own�r, �. A1�1USTfVSE�Cti��i': �� t�ie ier�mi�a�ion l�er�u��er V� �artial, �rrior ko ��� se��l�m�nC at kh� terrt�i�rat�d �r�rtion af khis �or�#r�ci, th� C�nkract�r rr��ty ti�� wi�h the �n�,i���r a rey�t�s� jn writing for an equktatr�� adjxasim�nt of the �ric� or p�ices sp�citied in th� coMt�act relatirsg t� t�ie c�ntinu�:d pr,rtion �f the cont�ct ([�e p�rti�� not �ermina#e�l ��r na�ic� of ker�ninatiun�. s��h �quitab�e a+���t��me�� as may b� a�ree� upon sh��! be rt�ade in such price or ��3ce�; r�o[i�g co�ta���ri �eresn, l�owever, s11a11 linii� kiie ri���k �f [h� owne� and 11�� �an�rac�c�r to �t�r�e �Epon the arnvun� or arno�r�ts Eo bc p�isi tot h� �ontractor for kh� ��in�ielE�n o�� �he cun�nued po€ti�n of khe coe��rac� w�e� said contract dves nat cantain �n estai�lish�:d c��tract �rica �or s�c:� �ontia���ed porki��. H, I�iD Li;�il�'AT�O� C�F �GI�iT�: i�oting cor���a�nec! ir� t�iis s�:�tio�� sh�l] �imit o� altcr khe rigi�ts wf�ich 1he Ow�ef tnay ]�ave ��r �er�ninati�n �f 5�ris contr�ct un��r �7-7.3� Y��reof �n�i�l�d "�i;�P�,I���I�l� ��L Ai3AI�3DC�T�iMFI�`�` �F -i'I�IL; W�RK t�NI] A�'h�[J�.M.F1�f�' []F �Q�lT��CT„ ar �ny nthef ri��tt which �he C��rner nYa}� have tor r�e���E� o� b�e�ch of c��ntrac� by �ontra�t�r. �:7-7,17 SAFE'f"`f [vj�"CF��D� A�]ll PF��CTiC:G�; The �ontrac�or sha�� 1�� resp��nsil��e Cor ii��i�tin�, main.xai�irrg anc� sup�fvi�in� a11 safety �r�eca�itions �nd p�o�rarz�s tn c�nnect�or� with �h� work ai ali tirn�s and st�al] a�umc a�l res�c�ns�bili�ie� �or Eh�.ir er�l`�rccr�tient� Th� �on�ac#�r shall coinpC��r with federal, s#ax�, and ia��l l�ws, a�c�ina�lce�, snc� fc�ulatians so as to prox�c� �ers�n �,nd �rogert}� i��m injury, inc�u�iiE�g d€ath, �r darn��� 'tn car�ec�ivn wi[h the �v�tk. � ., C7-7�11} ���r � - �'r����s�. ��������� C$-� C��EA�UF�F�iENT :�►�iD YAY?I�fEI�T ���T���1 �8-8 �rfEA��REM��T A�D PAY�I�NT �8-8,1 NfCASURE�iE�T�F�JUA�i`f�TIES� T�ie determin�xti�n Of �]it3Cielti�5 c�#' �,vc�rl� perfurr�ec� by the �ar�tra�t�r �n� �ut�iorized �y the Con.tract ❑ocr�m��its ac�ept�bEy �ompl�t�d urrd�r €h� �erms a� th� �ontrac� Documents sha�] b� ma�e by #�Ye Er��in��t, �ase� c�r� meas�rerrt�n#� made by �lte �n��ne�r, 7��sa ntieas���zrrerits �vi�l �e er�a�le a�co�dir� lc� tl�e lJr�i��d �[�tes �t:�ndard [+�t��s���er��er��s �tsed in co��rnor� �ractice, �d ��rall be �t�e actual 1en�t�, area, s�1id �c�nc�n�s, i�u�nbers, a�d w�;g�ts of the materials �n�i iterr� insta�le�. ��-8_� IJiV[T Pf�I�E�: i��'�3�� in th� ProposaE a"Ur�i� �ri�e" r� s�t for�h, th� �aid "��SYl� 13EZCCr� shal! ir�c�uc#� tl�e F�rnis�in� h;� th�: C:oErtractor t�f .tijl la�or, taols, r�aterials, machinery, �quip�n�n�, �pplianc:es ar�d ���713�Cen�riC�S neces�ary tor t�� coits#ru�:tion of �nd tk�e compietic�n is� a m�nrter accep�ab�e to �he �n�ine�r �f' a�l w�rk tr� i�c done un��r Ih�s� C�nt�ac� �ocum�nts. '[`he "�lnik Price'' sl�all iticlud� alt pe�rn�n�ltit arr�i �emperrary prux�ctio� oF ovef��ad, surfa�:�:, and undergrour�d s�r�ctur�s, �:�e�,r��}�, finis�in� �osts, aver�ea� �xp�nsc, bv�d, insurance, pa[ent �ees, r�}+al�i�s, risk du� tc� th� ��e�1e��� aud �t�e:r c�auses, de�a�s, ��oft�s, injunes, d�,mages c�mirr�s, ta�ces, a��l a11 �tlier items �ot s�ecif�cally me�it.ion�:d th3t may � se��ired to �ully c��nstruct cac� item of the �v�rt�c cocnpie�� in pEace and ir� � �a�isfa�tory con.ditian E`or ape:�ati�n. �8-8_s L.TJ�fI' SUNi: 1�Vher� in tkYc �rapo��] a"Lu�t� �urrk" is s�t f�rth. �.k�e said "�,�m� �um'° sh�� r��rescnt tl�� total ��st ��r �he �'.o�traetor xo f�rrnish af� lab�r, ta�ol�, m�t�rials, machi�ery, e�uE��en�, app�,rte�tar�cys. and �l1 subsidia�y worlc necessary for x�e consteucti�� ar��i camp��tior� vt' ai� t�� work #o pr�x�id� a c�rr����te ar�ci f'tu�ctjnn�l item as deta�fe� in the �pecial [:ontrac# �ocumeuts �r�dlor P1�ns. ��i-S.� 5���'� 0.�' PA1��rf��C��� `� he ��ntractor sh��l receive an�! ac:cept �he �;om�ensa#ion �s �i�:r��n �rovi��d, ir� full payme:n� for �urni��ing all laf���r, t�ols, �at�ri�€s, and �ii�icl�ntafs for p�r�orrning all wa�k caat��pk��e� ar�d er�bra�ed und�:r t�1�se �or�tr�ct Dc�c�ment�, for �11 j�ss and darnage arisin� au4 af th� na�ur.e of the v�c�rk or trom the �c�i�n �f th.� e�em�nts, �or �ny un�oreseen d�fec[s �r �b�tr�i�tic�n� w[uc�l r�ay ar�se or be er�count�r�si +'l�ring tl�e peas�cutic�n whi�h r�ay arise o� �e ertcountered dunng th� �rosecutic�n o.Ftii� worlc ai :uty time b��'�re ik� �ia1a1 acce�[�nce �y t�e �v��er, {e:����t ❑s gr�r`ided in ��ra��aph ��-5. � 4} ��r all ri�ks �� wnatever �f�script�on connecte� ��ri�t� �h� pra:��:��ior� o k` k�e work, for a�� ex�er�s�s inc:�u-red by or ir� �or��€�uez�ce uF xf�� s�sper�ian or �is��ntir��nc� oF such prosectui+�r� �#'the workEng a�e�a�ia�is as h�r�in sp�c:i�i��, or �r��y an� a!1 in�r�n��men� �f p��ents, tras��:rr�arks, copyrights, or othet l��al reserraEio�s, CS-3{1) atid foi cozr�pletir�� the ��ror�C in an ��ceptabE� nian�e� a�cos�c�i�ig t� �E�e tern�� c��" th� Cvr��r�ct .Dac�km�nts. The pr�yrnenC ��' �tily c�rr�n� or p�rtial esti��t� pri�f t� t��: fins� 3cee�tan�� oF t�e vrrork b}� t}�e Ownet sFi�ll irt r��r w��r con�t�tu�e �n ack�owie�gmei�[ of the a�ccep��nc� �f the wark, mat�r3als, �r ���t�pmen� rtor in a�y way pre�udic� �r affe�t t�e ���igati��ts o�' th� �ontr�ctor tia �epair, c�rrect, r�new, c�r r��lac;e �t �is own �ncE �ro�er �xp�n�� �r�}� de��cts or i.rnper��:ctions in �'i� ranstr�tck�or� or ix� ti�e stse�gth o� +�ua�ity of t�ie maEeriaE �sed ar eqti�ipm�nt or mac���nert� t�tmisheci in ar a�out ti�ie cons�r��:ti�r� of �he �vvrk un�ier co�track and i�s appurter��r�ces, �r r��y ri�rr���� due or a�tr�b�[�c# #o �uct� d�fecc�, whi�h defects, imperf�ctis�n�, or tkar�a�e s�:��l have �eer� d�sc�v�red on �r �e��re th� �in�j tinr�pe�tion an.d acceat�n�;� af th� �4c��'k or ��rin� tl�� one y�ear g�iaranry p�riad at`ter tlxr fn�l acce�t�ce. 'i�� ��vn�r �k�a1� �e �he so€e j�s��� {�F su�:h rl�f�c��. irnperfe�tior�s, �r darn���, �td tf�� �c�r�tract�r sh�,El b�: liable to th� Owner E�o� i�tilur� t� �c�rr�c:t tEYe sarnc as pruvi.�led I��:rei�. ��-�_� ��l1�TIAL ��Tl;rt�1�'ES AriL� �ET,ar�;,���: F3r:«v�en the 1" a�d �h� �,�` day c�t' ��ich �non�h, tkti� Ccr�tr��ct�r �hal1 su�mi4 ro the F�gin��r � stace�nen� slti����� :rn es�i�na[e u�" t1�e val�� oE' #E�e woelc �c�n�. l��k�'Ll1� tt�� �r€c+�i�us �nonti�, ar �stirnate ��riod t�r�cfe� k13� �u�r��a�t �]��cti�ments, C�ln� l�tt�r tl�►n tt�e 10u� d�y o�� t�e �rtont�s, the �ngirre�r s��;ili +r�riFy s�ch cs#irnat�, ��n� if� ik i� tc�u�d to bc acc�ptk�bi� and tC�e valu� c�l't1�e w�e�C pe�#`urme� sin�e t��� ia�t �ar�ial �aynt�r�[ v,ras rr��d� ex�e�d� onc �turtdrec€ do�i{ir� ($ E U�,��) i nn :�rno�an�, 9�`�f� ��' suc� est�i�atcd s�r� wi[l bc: p�id t�r t€�e �ontr�xct�r i� the totaE car�t�act ar��u:�t is 1e;;� than ��0�,40�,()�, or t)S°lo csf su�h estim�ted su� wil� be �a��f i� t��e ��rr�:ractor iF r�� t��al c�ntra�k arn�unE is ���O,�QO_�0 or �FetY�err w��hin twe�ty-[�vc �2�5} cfay� ��t�:r the rr;gt�laf estirn��xte �erio�i, T�� �it�- k��li h�ve th� c�p�ion oF p�e�aru�g �s�irrxat�s on �orr�s �r��isli�:d by t��� {;ity. The psrt�ai �.��ir:�at�s msy� incl�.de a£ce�rtable �onperishab�e ma���i�xls ���ivere� fo the v��arEc whicE� sr� to be ir�c:n��r:���ci inta �h� wor�C as a�ernl�n�nt �art therea�. l�k1x w�ic�t a# kh� t�r�� �F [�e e�ti�at�: huve riot I�e�n in�t�ll�:� {su�� pg}�rnent witl b� al�ow�d on a b�sis aF 8�'�� o�' k�tie r�et invnic� vdl��: tEYer�ot�_ The �o�tr��to� sE�:�ik fi�r�sisl� t.he �,ngfi�'er �u��s �r.F���akinr� � h� ma� eequ�st to �id him aS � gui+�� in t�s� ve�i�cati�r� or the prepara��on o# p:�r4i�l �stim�tes. lt is un�er�tn���{ tlia4 parei�tl e�t�r�tat�� i°�om m�n�}� �o ni�nth �vil� be �e��r�xam�rte ��1y, �Il p�irti�l rr�on�hl}� �sti��ces ar�d pay���t �vi1] be s�bject �o corre�tson in th� estimate �nc��re� fallt�wi:�� �he disco�r��ry of an errc�r in �t�y pr�:vious �stir�nate, �rt�i szach �stimat� sE�al� �ot, i�� an�r res�e�t. 1�e [aken as an o,�3rrtission ���` th� ��v��r o�` t�e �moe�nt a�' work �Q]Z� OF Vt� EL5 C�L3�lC1� 0� �[lItlCl�ii��, ar as an acce�rt:�nc� aF tl�e war� r�one �r t�e release o� tk�e �or�t��ctc�r ot'�ty of�tss resp�c�r�sibili[�es under E�e �on[�a�i Docum��t�. "i'he �a�y reseeves t�e ri�ht to wi�hhaErl the pa}�me�x ot an� �r�onfi��r estimake i�` �he {_�iltrac�+�r f��ils �o p�rfa�m the wn�k strictCy in accorda€ic� with if�e speci�icatio� �or prc�vis�oas ot" tivs Cont�a�:�. �`8�S{?} �8-�.6 W1T,HHOi.Di�Cr ��►`��i��T: �'ay�rn��t t�n a�y� es�i.��t� or estim�t�� m�y �e h�l� i� abey�ce iF the p�rtarrnanc� of the con�tr�xc���� ��era�ion� is not in a�car�anc� with kl�e te��irem�nts ot th� �o�t��ct Docuine�Cs, ��-�,7 r��i1LL f�C�EP`Tr�I���- Wh�n�:v�r xi�e improv�nient� pr�v�ded !'�r by t�e �'��tra�;� Documer�ts �hai! ha�r� be�n com�let�� an�l all requi���nents of ttte �antfact I�o��n�en#� sh�ll hav� b��n fui�ill�d on [�� �rart of the ��+�ntractor, t�� �c�n�r�ctas sF�l1 noEiFy the Engin�er in writing kl�a� tt�e improveme�ts are rea�iy F�� �i��l in��ectian. The �ngineer shal� noti#'y t�e a�pr��riate �fi'�cia1� of the Owr�er, wi�l wit�tir� a t`e�sonabl� t�rn� �n�e s��h tinal tin�pect�on, a�d iF€�te wor� is s:��isf�tctory, in an �tcceptab�e cu��ikia«, �r�d h�s ��e� ��nlp�ete� in ��:carc��n�e wish tl�e t��ms of �he f c�r�tr��:� �a�urr�er�t� and �1! a��ivvc:d rn�difications l�ereof., th� En��ne�r will initiate th� processi�g of �h�: �na1 estim�tr: aii� r�comrrx��d [inal �cc�ptanc� q� else �r�ject and rir�ai �raymenE tnereo�` as outlir�es in par+z�ra�h �8�8.F be�ow. �8��.5 �'fC�f}'LL P.�YIvT�.I`�T; GVY�enever ajl tlie in�pravemen#s provid�d f�r b� thc �ontra�t T3oc�€�erits ar��E all a��rov�d rnoc��#i���ti�ns the�eof shall ��ve be�� co�rr�l�ted and a1t r��,lirern�n�s �#' �he C'c�n�rac� Doc�me�#� h�ve been �ul.E"i��ec! ort th� }�art of the ��r�trz�ct�r, a E`t��al �sti�na�� sl,c�wing th� val�e of th� wor�C wi19 �e gre�ar��! by t�� �r��ine�:r a� sooji �� [E�e €r�c�:ssa�y r��as�rem��i�s, ��mp�t��rons, ���1 cl�e�:ks ca�r be �nade. �111 pr�us esximatcs �gon v��hich payrrt�n� �as �e�n m�de �re subject t� necessary corrections +�r r�visior�s i� th� fi�al pay�ner�t. Tl�e arr3c�unt a#' tF�e f�n�l estirna#e, less pr���ous p�tyrnent� ��,�i �n�r surx�s �h�t h�ve ���n cl�:c��ic#ed o� rct�ine� und�r tk�e �rovi�ions �f the �ontra�� D�cur��nts, wi]1 be paid Co ttYe �c�n�r��ctar ���hi� CO ��ys after �13� �rtal acc�ptancc by the �wn� on a pr���:r r�s�l��i.ori 01- th� �i�y Cc���n�s1, �rovideci the �ottt�actr�r h� f�rnished lo t�te aw�er s�tisfactor� evid�:n�.e aF com�l�a�ce as fo�lov,+s: Pnc�� �o su�rr�ission �f t�e fin�l �s�imate Y�r p:tym�nt, �he �ou�ract�r shakl exe�ute an �ffidav�l as i=urn�sl��c� 1�p t�� �ity, �erLifyit�g �l�at; �l. alj �e�s�ns, f rms, associ�ti�ns, tt�rp�ra�ians, or oth�r or���zatior�� furni�l�in� l�bor ar�dlor r�a�er�a�a hav� been paid in fu[l, B, C�a� th� w�g� scal� estab�is�ed by Ihe ��t� �ounc�i in t�� �it� �F Hort Worth has bee�t paid, and �. Elya� there ar� no cl�,irr�s pendir�� ��r persa��.� rnj�r� a�dl�r pso�ert}� dat�a��. 1�� acc�pEanc� b}� tl1� �oatractor t�F the �ask �� tar�al �aym��it �.� aFore�aid ��1] �pe:a�e as and sl�aj] re�e�s� th� o�artr�� from all c�lairr�s �� lia�i5i#ies under �lie C�ntract fort �ythi�ig cione �r fi�rnish�d �r r��aCing �ci the wor'� unde� tl�� �on����t D�cu€r�en[s or any act or n�gl�ct o#'said CG�y reiatin� [� ar ��nn�ct�d wiLi� tEY� �or�tra�x. �S-8(�} T��e ruakirg af �he �n�l ��v�ne�t bv tlY� Dtiv;�er s1t�11 nat ��eli�vc t}ie Co�tracts�r ��' a��r gs��r�ntees �r �11��r requi�e�tx�nts of �l�e C��t�act Do�t��zi�nis �vhich spe��Fcatl� co�t�t�tite [herea�ter, �8-8,4 ADF�L�A��C+ �� 1�E51��[: [t ts �nder�t�ori �hak the Dw��� bel�eves it �as empiuy�d �nr�ige��r�t �r�gineers and de�igners �o �re�€�re the �c�ntract f�ac�mer��s �s� a�l muclrF��atio�s of the ap�r�ved {�ontrac� €�ocum�r��s. R�s, there�c�re. ���eed tC�a� ki��: �wner stta�� b� res�or�sib�e for the adu�uacy �f its own desj�n �eatur�s, suf�cien.c:}� af the �.'C1fltC$CI T.�C}CC1IF1�f7ESr ttYe s�fety a#� �he ��ru�t�tre, and �h� praclica�ii'sty �F the ��aeraii�ns af the �ornp���e�l �roj�cx, provide�l the �antra�;tor l�As car�plicc� wit� the requircrrYe�res at' t�ie said �or�tract Docur�ient�, aE� �ppru+�ec� rr�c�dific�ti�ns t�ereo.E, and aci��tio��s �nd aiterati��s t�ereoi' a�pr�,v�d in wrE�irg by l�e Owtier, T�e busd�n of prn�f �f sucE� �c�rr�pliance s�all bc �pon €�� �ont�ac���r to sha�v �h�t� ke h�s ccrmp�ied wi�h �t�e C�nt;aet Doct�m�G��s, ��perrved rr��diF�:ats����s �here�f, a��� all si��r�tron� �hef��t'. �8�8_l �l �`� ..F�t 1ER.��. ����T�.���'`4'- �ltithe� lh�: iir�a� certificata o�' paymen� nnr 8l1� �rOVE5iOf1 in �he Contract Do�u�v��t� �oF partial ;�� entire �c��:�ancy or �se c�f t�e pre�ises �y #E��: �}wner �t�al! c�nsxi�utc aYti accegtance a�F �he w�r% not ci��nc i�i a�c�r�at�c� wEM1�� �h� C:ont�ac� D�curri�nts �r re�sevc tk�� Cs�r�tra��or o� liubilisy in rts�ect �+� �7y express �{��r'antie� �r ��:s�c�nsibilat�y for Fak�i#y m��c�`s�ls or +�•�rE�m:��rsh�p_ The Con�r�ct�r sh�l] rerneri�r an}� defec#s c�r c�a.m���s iz� tY�e �vor�C and pay far any darnage t� tk�e atl��r �vu�k �esultin� theret'rorn w�i�:h �h:�11 aQ�c:ar within a period af onr: year Fr�m t1�e c€�te o{. F'En::t �rcc��tan�� o�' [h� �rork u�Y�ess a l�nge� ��riod j� sp�cified ar��i s�all fi�rnish a g��d an�i ���t�'�c�ez�t ma�ntert�n�:e b��t1d ir. th� umo�u�� of 10� p�rc��� ut' tEte arnot�nt c�` :�:� cn�tr��:t ��k�ic�i s�t�ll as;�ure ttsc performance of �he g�:ri��a! guaran.t�y tts ��ove outlir���i. "�`he Ou��er �r,tili giv�: nntic:c r�F��bs�rvcd c��fe��ts with r��soua��e pr�mptn�;ss. ��-8.l l S�SjDiARlf WORK; Auy �ci aEl wark s�e�iFcal�y gaverne�� hy cla��trnee�zar�y r�c��<<r�r�iee�t� i�or th� �ro�c�t, �ucC� as ca��i�ic�ns �tnp�s��1 by khe P�at�s, [�e C�en�e�l ��nt���t Dac�arnen�s or tt���e Sp�c�ai Coj�sract �cac:urrEet�#s, in wE�i�h e�� spccific i�efn �o� bid has beer� �r�vic��ci �oe in th� Pr��rosal, shaia be tons���red as a�ubsidi:��y it�r� �F ��rCc, [�t� �05k Of +�'hiCYl 5��� �� iriGlu�l�d kri tY�� �Clc� �rii� �tl t�le I�rQ�OS��, t+�r eac� bi� ilern. S��rfm�� ���ta�ati�n, r�c1c ex�avatton a�td c�e�,nu� :ir� oe�eraC s��rns of w�r� wYtich €'a11 ��y �h� categs�xy o['�+���i�ir€�ry work, �$-�,i� �rii��'�7��1�1I�a`�'„� f A���S��� ��� 1r��►TERIAL; �vfakeri�l rr�av be a�to�:���d �lr���:r rr�rious bid i��rr�s tn the Pro��s�l to estab4�sh �tnit pnc��s For rniscelE�r��o�s �la�eEr:en� af n2�ter��i. �'l�ese m�t�r�a�s sL7aC� b� used on[y wk�en d���cse� b� tFie �ngir�c�:r. de�r�:n�iiz�� o� tield ct�nditians. Faym��t f�r mi�cellane�� �lacem�nt o#' rnate�sal wijl be e��de �`ar onl� tha� arr.ou�[ of m�[erta�� us�x�i, me�u�e�l t� the n�sres� c��t�- xer�th ���t. f'ayr��nx E+�� mzscei�aneous �Cac��n�r�t of nia��;�l shall b� r� accordanc:� w�th [%� ��ner� �ontract ]�a�cuments rcg�r�il�ss of th� a���al arn;�u�t us�d for th� �'rojec�. C:�-8.l} �E�'C)�D T�C�C�J���'��: 7h� �o�tractor sh�i� l�ee� �n recar� a e��y o�f ali sp�cific�t�i�ns, p�an�, a+iden+�a, a�odi���atiuns, sh�p draw�n�s �nd sa��lcs at �he C3R��(4� sit�, in goad +��d�r ar�d annoC�t�� ko skYo�v t�l] cl�an�es mad� durir�� 1h� constr��ct�irr� prs�ctss, �'}t�se s�s�l �e �{�liv�re� i� �he En;irreer u��n com�leti�n o�� thc v�rork, �� C��3�5� S�C�Ci�� �� : �UY1'L,F�11:�1'Z'�R7� �����'�'���� T'� YAI�'1' � - ��I�F�1.L. �{�itillil'f��IS �. �x���ra� Th��e �u��i�rr�en#ary �ondi�i+�r�s arnend �r s��ppie�ien� tE�e C'1�r�e��,l ���diti�ns of' the �ontr�ct �d �t�ter p�ovE�ions oE� t�e ��r�trac� �]ocu�n�:�ts �s 3ndicated bel�w, Pro�isi��s w�ich are n�t �a a�ner�dec� �r su�plerr��n��d r��ain in ful� F�r�e aitd �Efect. �, C8-S.5 PPk��!'��[.. ��7"I�[A��� .�NQ RETAINA�F= i�ag� �$�$ ���, s�au1�E be ��l�tei! ir� ics eritirety ar�d �epla��d with [he ��tlowing: ���tia1 pay estisnates s�ta�l b� sub�itt�ri �y kh� �on�r�t�tor �r pre�are� b�+ lhe City on the 5[� d�}� and ��tl� d�y of e�c� montl� #k�at t€�� wc�r� �s �It pro��css, '�'h� �stimate s�i�l; be proce�ded b� t�� �ik� on tFte l�tll d�]I �r�d ��Ch ��1� re.��fcctivtly, ESlim�#�s will be �axd w��E�ir� �� days �olla�vi�� the en�i of khe �stim�tite perir,�d, less �h� nppropriate ��t�ina�e �s set aut bclowr. �arljal pa� estimat�� may �ncl��� �cce�t�t��e �on�er�sl���1� roa�eiials de��v��ci to ��e wor�c p��cc rr��hic�i are to be inc�rp�rated tnto the wark as a p�rn��n�n[ part th��re��i`, E�►�x whi��� �� t�ie tirr�� o� tk�� �ay es��niate l�av� :�oE be�r� so instaa��d. ]f such �a�erta�s �c includ�d withi�t a pay �stirrr�t�:, paynlent shall be bast:d t��on 8�°�� c}f' �l�c net v�i�:e vmlue therevf; +!`i�e ��Ittraclo� wi�l tur�is� kite '�n��ne�r suc�� informati�n a� may be r�aso��b�y r��uest�� �o Qi� i� �h� +r�xiticstion or t�c prep�ratiort v�`#h� p�� es#inY�te. F�ar ccsr�t�acts �E' �ess [i�an ���D,�U�? at �he t3�ne �f ex��:usiqr�, retai�a�e s���l be #�rr pe� cer�# ( C�°�+��. �`ar c�n#�ac�s o� ��OOtl��O or r�or� �k Eh� ti�ne �f execution, re�ain�ge shall �� r��� F������ r�4ra�. ��r�tr�ctor sf�a�l �ay subcon��ac#ors in �cco�� wit�i the �u�c�ntrac� a�r�e�x�nt within f.Eve ��} ;��.sine� da�rs aft�r r�cei�t b� �ont�ctor a E the �aynient b�r �it�. �ontr�cta�'s tailure [o m�1ce ihe r��uir��i p�tyxnc:�ts �� s�C�c�ntrac��rs �vill ,�u#h�nze �he C�ty to v�ritF�t���d fi�t�r� ��tyr�er��s frorr� tlti� �:�ntract�� unti� �:vrnpli�nee w�i[h �hi� paragra�h is accorn�rlEs�'�d. I[ 15 1��1��f�C{}Q� i�]�t �Il� �:1Ft1�.l F2�j� �SLliri�3[�S W1�� �1� c��7jJf�:C1F[1�CC �17��, aty� �li �art��l ��y esti��a�e� �nd paymen# �#' same will b� s��j��� to cnrre�ti�� ir� �he es�i.a�a�� �endere�� Foll�wir�g �he di�c�very o�' tl�e mzs��lc� �n atty �rev�ous es#i��t�. Pa�taa] paym�r�t �y �wn�r far �h� amou�t of +�v�r1c d��e ur oF �ts y4�ality ai sufficiency c�r acceptanc� of the v�'c�rlc r�ot��; sh�ll n�t r�lea�e the �'�n�rac�or oi` a�l� of its i�spon��biliti�s under the �o�rEr�:t �oc�arrtents. The �€#y r�s�rves �e ��ht to wi�hk�old the pay�ne€�t af ar�y p�rr#i� �stirr�a�e if th� �or��x�ct�r fai�s to p�rform the warl� ir� stxi�t acco�,'�rice w��li il�� spe�:iiicati�ns �r ��her pravisi�r�s of thas con��ra.ct. �_ P�rt C - C�ener�l ���d�tians: �ara�r��h �3-3 _ l l �F t"�e �ieneral �o�tdi[�ur�s is �e�eted �nd re�lac��f wtt1� D-3 of P:�r D- 5��:cia� �ond�tion�, [�_ ��—�,� 1 ����h"����- ���� ��—� ��i�. ��1�C2 511���iC4�Tc��,7� `'�. �.����. l��.i���' ��� ���.���� r`3k�� ������r+, R�:Vl�ei.� �;- � l Ol � �IO"� E. C���.�� �QI�Tl�r1�`����'S �S�'(��l5[f3Lf��' �'C�R �:��f�l�F �L�11�'lS: �'�ge ��� �S}, is d�L�te� in its en�irety ar�d �eplaced w�Cl� th� Foll��vin�; ��r:�r�tc��� �.o��t7�r�Fs �rrd agrees tv �flde[�nl��+ �l�}''� �f34�r�eE �kClt� archit�ct, and th�ir p�rs�r�,n�:l at ti�� �raj��E �ite for �on�ractar's soie a�:�li�et�ce. ln adr�i[i�r�, �on#ractos �:,�ven��r[s �,n� a��e�s to ir�dernnify, ��Cci h�rr�t��:ss �;�ci �iefend, �� its o�•n expen�e, �he �wnerr its ofF�ce�s, serv�tr�ts and �;I��!o}re�s, fr�ni a�d a�ainst a�y and aiE c��i�n� or sLt�[s for p�r�perty l�s�, p�op�rty �i�rtage, �e;sonal injury�. includ3n�, death, arisin� ��t �t; �f �Iie��d to ar��e aut o�; tiie wo�k a�ld serv�c�s t� h� p�r�csrmed F��rex�nd�r b}� Cor��rae��r, i�s vf.fic�:rs, �+genl�, et�1�l��ees, subco�trackoes, lrcer�s��s ar i�i�ritee�, �►�h�rJ��r nr r��,� �r�� s�rel� ��tjrlr�+, dc�rrrrr��}_ �r d�r�lfi_�s carr.s�rf. i� wfrr�fe or �r� prrrt, hy flre rt���i_�e�[ce or �fle;ed r�e.¢f�.�����`e r�J` ���'��er, i!s cr�`�icers, �ervr�rrl�•, rrr elri�alay�es'. ���itr�ct�r like�v�se ccrver�artts �r�d a�re�s tc� irtclers,niijr ar�� hold k�ar�-kl��s x�e (�w�r��:f f;r�m and a�ainst �xr�y ar�d all �r�juri�s t� �w��r'� �fE'icars, serv�n[� a�1d e��loyee� �ln� �r�y dam���, lass or destr�cti�n to �ro��rty �f �lie Own�r arisin�, fram tl�� �er��r�rr�anc� of a�� �f the i�rm� ar�d co�diti�r�s o� i�i:� Car�tr�c�, r►�1r�rlrer s�r rin� r��ucl� ir,� rjr� �r or da,�rr�.�� �;r_���rserl ir, svl�ufc} ��r �rr �r�r� �y �fi�.� ��e�li�,�x�ce ��r r�f[e eri��te,��c}r�ce.t a/��M++ner, �ts oJJie�r,�, seruurrf,s �r efr���nvess. l�, the cv�nt ��vner r�cei+r�s a wr�tten c7ai�n �c�r d�rna�es �4ainst t�tc �o���ractc�r ar its ���cr��tr�ctors �+ric�r to �i�al p�yrnetrt, i'ina€ paynlenl �t�aEl no� ��: �nad� un�il �nn�ra�tor �i�her (a} sub�n.�ts to ���er s.�ii�f'�c:t�ry evicier�ce tf�st �h� �lai� F�as be��t se�tle� �n�il��� � r�lease t�atn the claimant invoivec�, or {�) pr�vicies ��v�er witl� a i�itcr from C;�r��r�c�or's liability ins��rar��e tarr���r tlz�t the cl�ir�1 Fias b�eEi re��rred �� t�e i�s�r�n�:e carrier. The l�sre�tor rnay, i� he d�crns ii approgri�t��, refus� to ac�e�k hi,:s� �� otl�er C;ity af Fs�rt �l�rth pu�lic work fr�m ��ankrscta� agair�st �vh�rrY � claii� for dam���:s is o�x#standir�� as a��s��t ot'wo�ic �x:r€arm�:d under ��itp Ct�rstr�t�:�, F, TlV�:I�CA��E17 O�t D�C:REAS�� ��J�N�'ITII:S. _ P:�. �- Cie�ieraC �ondicaons, ��cti�n C=4-�# SC��i'F ��' �]V���, �'age � �m� �1�, ��vis� par�t�ra��Y ��-�.� EA1�RE,�S�D �F� D��1�r�S�i� �[��r�I�+�'1TIF� �a read a� FolCo�vs: i�e C.l+x��r feserves �h� r��f�� tt� alt�r th� qu�n�ities �f �he r�vc�f� L� b� pe�#�rrnea c�r [o ex�en�i or s�io��er� t�e irn�xrav�m�r��s �t �.r�v �irr�e wh�n antE �� f����d to be nccessar�y, and tile ���t�:�ct�r shal� perFo�rt� k�e woric as alker��, inere�ed �r d�crp�ed at tPYe uni� prices �s establisi�e� in �h� cuntra�t do�urne�ts. '�o a15a�va�Yce r���ll be mad� foe 2n� �l�an�es ir� l�st �r a�i�ici�ated �f��its i�or �halj s��k� �:�.�nges b� cr�r�s�d�red ss w�ivtn� or ie�validatin� any �:c�r�dit�or�s or peavisiotrs ��� �he ��t7crac� Do�urn�r�[s. ��ri�tior�s in ��ut��#�ties u� �ar�iiary sew�r pi�� Gr� ��:pth �:��e�c�ri�s s1�a1C be in��rpr��ed h�re�.n u� applyi�� ta tl�� �ver�il c{ua�tti�ies ��sanic�rr sev�r�r pipe in �:��:h pip� s��� b+�t n�t �� [he vanc>�,s �epth c�le�+��ies. �evise�i p�, � i �31'� �4l�? �, �3-3.11 INSUR.���E: Pa�e ��-� (7): Ad�i �ubpara�r�ph "h. AD��TIO�IA�._ ]�f�f�fL��C'� �Q�fREI�fE�]T�„ a. T�� �i[}+, its +�t��icee�, employe:es an� s��v�n�s sh�,ll be e�,�iorsed as an additi�nal insur�d an �ontr�ctr�r's in��ran�: �1��3Ci�$ �xceptir�g einpioyer's l�abi��ty tnsr�r:3nc� Cl7Y�i�r �E 111Y��C �(]�1CI.iCL[}L�$ �4�OY��fSF ��m�er��Kwti�r� insu�anc� �lic�r- L_ �er[ifjca�es of lilSL7Fe�IIC� shall �e deliver�d to ��� ��ty of �art Vdo�h, co�lrack �dminis�rat�� �n the r�sp�c:tiv� tiep;��t��r�t as s��cifie� in tl�� b�d ducurrte��s, ���0 �Z�r�cltmo�t�n �tr�et, ��rt 1��rt�i� `� 7���}�, prior �o commen�er�enC of worl� �n ttr� contr�c�e�i ��rnjec�, c. Any FaiiuF� on garc of the �ik}+ to requ��t �equ�re�1 ir,��ranc� docur��ntation shail not c�n�ti�utc a wai�+er at' the ins�rr�r�c� r�qtr�r�ments �pe�:i�.�i h�r�in. d, F:�.ck� ii�surance p�licy si��i1 be en�ors�� �� pfvvid� �he ���y a rr3ir�imu�n thirty €ia�rs rso#�c� o,� �ancellation, n���-�er��wal, anrilr�� tr:attr�al �Iz��n�� in poLi�y tee�ns or covera�L_ A t�.n da}�� r��tic� slyal! b� accegzai�le sn t�i� ��+er�� o� tYon,p3yment �, E� �e�t�u�m_ �_ �nstuefs rnust b� au[hori��d tp dc� busin��s �n �Fi� State a�� T�xas an� {���ve a�:�rrertit ,�.,�+1. �est �ating c�E� �l: ��� ar ec�uivale�t �n��u�e o#`t]n�tcial streng�h an� s�lvenc}�. f, L�edu�tible lirr�sis, or seif-fEu7d�� r�t�ntion Eir�iks, o�r e��:h polic}� r�ust nak e�ce��i � 1U,0��,�� �er occurrence un��ss otl�erw�s� ap�mveci b}� �i�e �i#y. g. Qth�� than work��'s �vrr��n��tion insur�rrce, in lieu �f tr�ditiona! ir�urance, �ity rr�a}� coe��i��r alter�atjv� �:ave�r��e vT risk tre�trner�i �easures �l�r�ugh ins�ranc� ga{�Is �r risk rete��G�n �ro�gs. Th� ��ty �nust �p�rov� in writir��, �tn}� alternative cavera�e. h. 1�+orlcers' cn�npensat�or� insurance polic�(s) ��v�rin� em�loy��s err3�loy�d c�rt ��te pra�e�� s�a11 �� er�dorse�f v��ith a wa�ver of subro��ti�� �rovidiag ri��ts �F r�cov�ry in k`av�� of �� �ity. i. �ity s#��lE r��� b� resp�nsi�le 1'�r t�e �irect p�ym�nt of insurance premium costs �or contractor's ���rps�ce. �. Contra�i�r's insur:tnc� poli�ies ��all e�,cl� be er�+�orsc� to pr��i�� �.E�at s�xch �r�surance i� ��imary pE�otec�i�n �rtd anv ��F �n�ed o� �ammer�i;�l �:�ve�age maint�ined by Ci�y �hall t�o# be �:�lle� upa� t� contnbu�e ta iass r�covery. R��i�td ��.' l �!?4!�? k_ i�3 tkr� �:s},.Er�� �� �h� p�oject, ��G��r�ctor sk�a4l r�part, in a timeky rnanner, :o �it�'� a�tici��lly desi��ated contract as�m�n���r�t�r �ut�r ict�ow� lass oeck�rEen�:e whi�h co��d �ive rise x� a li�bi�i�y cEairr� �r la��s�xik o�' �vltic�; c�ulcl r�sul� in a}�rop�rt}� 1ass, l. �antr�ct�r'� li�bifity �h�ll �1aE be limixe� [c� #he sp��i�'i::�i amc�unts �E`ir�surance r�q�ir�d ��fein. m. Upo� zhe e��uest oF �ity, ���tract�r s�all pro�i�le ��r�plet� �o��es �f al� ����x�an�e polic i�s �r��uircd by th�se �v�trac� �lvcurner�ts. �I. �8-S,� S��PE �� P.�Y�iEC��`T'= �eE�te ��-8.�, Scap� �f P�ymen� at page C84��[} is d�ket�� in it� �Fntir�ty and repl�ced �vitk� 4he Fol�awizi�;: "�'�t� �onsra�:kor ��:�1� r�c�ive an�i �cce�l the c��npe�s��ti�n ��iere:n �tovide�, in tul� �ayrrt�nt �u� hxrnas�t�r�� ais la.b��, tools, ma�erials, �►nci inc�den�a€s �`o� pe�#�rn�ing aa� �v�r�C con�er�pla�es� 3nd errrbra�eil un�ier �1�ese C:s3ntract Docurn�nts, �or all Ic��s an�i rla��g� ari�i�1� aul �i" tt�� �:ttti�r� nf the w�r�: �r fram tk�e a�ti��r� c�t the ��emen�s, �'+�r �ny� �a��`c�re�cen d��ec[� t�� olastr��[i«ns wl�ich r�iay arEse vr be r:ncuunter�d �i�trin� the �ros����E�n w�ick� �i3av ar.ise c�r be �nc�un�crcd ��ring th� pr�secu�ic}n t�F tE�� wc�f�: �k �ny tim� b���r�: i[� iin�l �c�:e�ta€�c� k�y ��e �u���:r, (ex��pt a� provided i� }�a�agraph CS-�.i�} f�� a]] ri��:s oP wl�a�ever de�criRtiotY ���r�ne���:�! witt� the �r�s��lltic3n �� �h� wark. for al] ex�ert:�s ir�csarre�l by t�f in cn�s�e��e�ce �F �he sttspension or �iSconLittu�llCe �t' such pr�secu�sc�n af �h� workin� operatiot�s as here�n s�x�:iti�d, ar an� an�i a!1 infrin�eEn�r�ts af pt�tVr�ts, tr���marlcs, co��r�i�hk��, ur at���t I�gal r�scrva��o�Ys, a�id �or cr�m�l�tit�g �he warlc in .��s acc��til}]�� fIl�rilY�f :34:C�.Ct�1T]� [O Ell� [efT�lti S}f't�� �antra�t �7ocume�ts, Th� �aym�nl of any' �u�rrenk or �arcia€ �s�irrtat� p�iar Es� th� fin�l r�cceptance of tjze w�rk bv th� �w�e� sf�aEl �n no way constitute an acknow[e�i�r�c�t �l' k�1� ac�ep�attc� ot t�e w�xrk, rt�atezials, �r e�l��i��n�n�, nof in any w�y preju�i�ce c-rr afle:�c t�e �blk��tti�r�s c�� tC�r Co�tr�cs�r t� �pair, c�rr�ct, r�new, or rep��ce a[ 4�i� v�vn an+� prop�:� ex�er��� a�ry ��1'ects �r� irn�rerfec�ic�ns in �� con;tructi�n ur in the s�ren�th �r q���i�y �� tfne rrra�se�ial usec� cxr '- �quipme�t or RtaeEu�ery �ami�l�ed in �� a�aut the constr�ctivr� t�� �h� woric �nder co��ra�t and at� �ppur��n:�nce�, or arty �ama�� due or a#tribt�ted to such �ic�ec�s, �rr�i�� t�efec:xs, impe���cti�r�s, oe d�€r�aQ� slia�� h�v� b�er� discover�c� on �r bef�re rh�: #inal itts�ec�ion tt�1ci �cce��an�� of �he �vorl€ or duriug [�e t�vo {�) year guar�tty �rioci a�e� t��: t'ii3a� a��epta�nc�. �he �wner s]:ai! be th� s��� juc��e �f`such deFects, Em�erk'e��ians, ar +;l�m��e, a,n� il.ti� �r���racEcai shall b� liable t� #�c �r�vnef �`�rr �'�i�ur� t� cq�-rect :Y�� sam� as provic�ec� C�er�in_ I, �3-8_ [U C'i�f�i�L �a�.lA1�.��TY' [}elet� C8-$_10, �r�neral Gu��a��ry �t pa�e �S-8��� i� d�:��:t�d i�t its entite�y :�nd re�iaced with tE�� ioliowing: 'tiei�her th� f r��� �er�t�cate �t �ayrlxent nor �ny �r�v�SiOn ir� kh� �s]ri�[�ct D�c4tm�ritS. i�o� p��Eki��l or entir+: 47c�:up.�n��r or ust �� t1�e premi�es by �I�� [_�wne; si�all cnnskft�te arf ac�:tiptan�c nf w�r� l�evised P�. `� 1 Q!? �10� no[ �l��:e in �c�nrdan�:r w`s�l� CF�e C;�ntra�t D�currse:�ts �t reli�ve t�e Cont�act�r o#' �ia��l'oty i� res��;�t ku ���y �xpr�ss warrar�ties 4r res�ic��s3b�1 E�y #'or f��lzy rrk;�Eeri�ls or wcr$�rnanshkp. T�tc C4�t.ractor shal! �e�ntidy �n�r defe�ts or damages �n t�Ye worlc a�d ��� for �ny damage to otltier work ot �r��erty resultin�; thereCr�rr� rv�ich sh�31 a�pear wit�ir� a pe�iad �E` Ivw� (2} years From tliu �int� �f i`in�l accept�,nc� �f Sh�: �vorCc vn��:�s a��oger �eriod is �#ect�ied ;�rtd sh;�11 Fu��isi� a��od and s�Rf�cient rr��inlei��nce bnt�d �n Che arnou€�� of' l0�? �erk�r�t af'the �mou�t ot th� c�nteact whic� �l�a�] assure xhe per�`�rmance o#'the gcn�;r�l guaranty as �tbove nutlii�ed. The O�vn�:r w��l give �so�€ce �f�bs�r+�ed de�acts with reasont+�ale pr�mptness. �►nv �:fe��enc� ta any si�orter p�riod t�f t�tne u#" �.r��rra�i}� �or��ain�:d e1se+�rh��e wit�i�n the specific�l'�ons si��€� �e res�lved tr� favor ��f []��s s�recifi�4tions, it being ��� �i�y's int�rrt that tli� �ontracto� guarantee t�s wor�C kor a�erio� �f k�vo {�� ye�r� falicawl�t� tae ���e o� acc��tance c�t" tl�� proj�ct. In th� ��e�:ial Ins��ction� to Bi����s, Ti'�N �ontract� �l�c�: xh� �o�i�wir�g sn lie� aF li�e existing p�ra�raph �, J, Part � - �ie�er�l �ar��i�ions, Sectivn ��-� I1�TEI�RE�'ATTO� �1ND ���LEP�►RATIO?� 0�' PI��P�S�L� �age ��.-� (4� exchan�e �a�agr���s ��-�.7, ��-�.� �nd ��-�.9 v�rit�i th� fo� lowin�;: �2-�.7 DELr�fE�l� 0�� Pi�DY(��Ai.: �a �r�n�ac�sal will !�e �o�sider�d u�j�.Fss it is delivar�c�, ac���p�n�ec� l�y its pro��r �li� Security, tc� the Purc�as�flg'�iana�er or ht� r�pr�s�.nk�Ei�rc �t Eh� ��t�c��� ���ati�r� �3d s��t�d tGrz�� ��t �o�th tn �11� "�f oiice t� Hidder�_" �t is �he Bi�i�Ier's sale respo��jbili�y to deiiver t�e prc��c�s�� at th� prap�r iime ��� tl�e proper �lace. 'i'he rr��re fact Eha� a p�op�sa,1 w�s dispat�;l�ed wil� n�t �re cotys�der�d_ T�e Diddars r��s� have Ih� �r�po��l act�ally delivered, E�ch �ro�as�� sh�j] E�� i� a s�a��� ��velope ��ain�y rr�arice� v�ri�h #he word "��f��P���L�.,"" and ihe name ��r d�scrigti�n o€' �i�e project �s desi�na#ed r�� the "i�otic� t� Bid��rs." 'I'�e enveiap� st��El b� addr�ssed tv the Purc�;�s�n� i�Ianager, �i�� o�'�'or� �T►�orth PLGrchasiog Djvis��r�, P.�. Bvx i 7Q27, Fort �,G�'orih, T��cas 7�1�?. �?_?.S WE1'�iL`�F�1WT�� �f���0�ri.L�: Praposals actually Fil.�d wil� tfze Pur�ha�in� Cvfan��er canno� be withd��wn pri��• t� t4�e time set for op�ng pro�asa�s, �! reques� fa� non-consRri�ratio� at a prt���sal �us� be n��de in writ�n�, aadressed t� #h� ��ry Ir[ar�a���', and �il�d with �um �rio� to �he time se# far CF�e openir�� o�pr��pasals. Afte� �1 �rop�sals n�t reque��ed Far n�rt�considi:ration �xe opeue� anr� �ublicE� re�td sloud, ih� prop�sals f�r whi�:#t nan-cc�n�i�erati�n :eq���ts h�,v� be�� �rape�'y �ile� �tt��, �t �e ��tior� o�the C�w�eF, be te�rn�� ur�o��n�d. ��-�.9 TE�,�GRAPHIC �vI�DiFT�A�'�O�i DF PF��POS��I.,�: �1ny �id��r �xa� moc���y k��s �ro�osal by tele�ra�hic cornm�nica�ion at �ny �im� p�-i�r lo tE�� tirne s�t E'�� �pe�irg �rvposai�, p�a�i��d �trch te9��ra�liic c�mmuni�ati�n is eec�ived b+� the PurcE��sing C�Iana��r ��ivr to th� s�,id prop�sal operrir�� iim�, and provided �urtt��r, i�rat �� Ci[�+ 41r�a��ger i� s�tis�ie� thas a wnC�en a�� duly �,ulhentic;�te�i confirma�iar� �f such cel�gr���ic �vmr�unica�ion over the si�na�re �f the bi+�s��r �2�� mai�td pei�r to �e Revtse� ��� � ! �1?�r'0'? ��o�o��l �pe�i:�� �ir;��, ix`s�rcl� �:c�n�irmati�� is noC rec.erveii �vitiii�t �uety-eig�k (�5} �xours �1��r tkie propas�� a��n.i.n� �irne, �� i�ur�he� �:ar:stder�.tion v�•ilj be gi�en to t�te prop�sal IC. �3-3.7 ��i�iD� ��ITY LET �i�����T�?= Re�ereiice Par� �, ��r�er�l �«��ki�i�ns, dated h�ove�t�er �_ �9�7; {�riy !ek �ru�e�ts) niak�c tt�e failo�ir�g revisi�ns: 1. P�e �3-� (��; [he g�t'agra�h afte� paragra�h �3-3.7d �ther Bo�c�� sho�tld be revi�e�! to read: �n ��d�r �ar a sureky ta be ac�ep�able ko the �ity. tF�e �u��t� �r�ust {1 � h�ld a c��i�cak� �� auk�arity fr�m #�r� k�nited �C�kes ��c��t�ry o� #h� tr�asuey #� �u���f� as a s�rt�ky o� obliga#iorrs permitte� ar r2��ired �n��� �ederal law; �r (�) hav� o�tai��d reirrsur�r�c� ��r an� lia�il�ty i� �xces� of $9��,0�4 �rorn a reir�s�ar�r thak Is a�thor:�ed and a�tnrtt�d as a reinsur�r i� k�� s�ak� af Texa� �n� is �h� hal��r a# a��rki�cate �f �uk����ty from kha 'Unkk�d ���tes s��sel��� af kh� kr�asury #� qu�lify as a sure#}� �n o�l�ga�l�r�s permilte�l or f�q�ai��d und�r federal law. ��iis�actory �ro�f �f any s�c� reinsur�nce sl�all �e pr�avided to the ��#y u��n r�q���t_ Tl�e �i��. !fl 1�S 50f� �15��E�]G`3l, will d�terrr�in� the ad�quscy of !he �ro�f requi�ed herain_ Z, Yg. C343�5} Par��raph �3-�_l 1 II�1�Ul�rL��E de1e�� sub��eagr�}��i "a. cc:�����r�s��riot�r rrs�r�����". 3. P�, C3-3�b), F'tiragrag� �3-3.1 � I'�1��F�A��� de���� �ubpar��ra�h "�. LO�f�L i\3..I�Ll1 i L+� iis�V�ll�hr �� 1JV1+L+4L•�5}• i,_ R,��fH`��'I'� �UDZ`�: Part C - ��nera� �anci:tions, ��ciian �SYB �iEASU�h��.E�iT Al�� �'A�[viFl�[T, i'a�� �S-8 (��, a�d t�e �'�l�awies�: �8-`�.1� RlCifr�TT{} A[1DI`F`; (�� G�7ntr�.cxnr a�e��:s t�at ��e �:i�y s�a1k. Lt�kil t�s� expiration oF tkuee {3� years a�ter tiiYal �a}�ment �a�d�r t5�is contr�c�, have aticess to and the ri�ht ta ex�rr�in� �nd �E�ot�cop� as�rY �irec�j� p�r�in�t�� b�oC�s, doc��rn�rtts, papers and e�cords aF k�� �on�racka� invoCving trtt.nsactio�s rel�t�n� ko LY�is cc�ntrac�. Cc�rttr�t�t�� a���.es Cf1a[ [f1e �ity sY��li h��•c �cceSs during nurmal �vo��Ci�� ho�rs to sll n�c�ss�r}� �or��«c:�of t�ciltties �d sl�all be �r��id�� adea�uQi� .�r�c� approp�i:�tc v�r�r� s�acc in o�'dcr ta cor��iuct audits in �c�mp�i�,r�c� vMri� Ehe pr��i�i��� �f thR� secLion. �f�i� �it� s�all �ive contr�ctc�r reasvnabie �c�van�e notice �F iutend�d au�its. (b� �onEractor �iurth�r agre�s �� :r�clude in all t�s �uhc�ntra�:ts l��re��r���r a pr��risioa to �he ef#r:ct th�,� �h� s�bcontr;�ct�� a�retis t�rat xh� �ity shall. un��1 th� ex�ir��i�n oftbree �3) yea� after fi��.l ��y'�nen� �nci�r �fie s�bcqst�rac�, Ytave access to �nd tiie ri�Y�t to �xami�te an� pho��c�py ar�}r dir�ctly' peeti�et�t books, dactimen�s, pa��� a.nc� r��:or�� a�`such s�k�ca��r�ct�r, inv�lvir�� teans�c�i��s �o �h� ��bcontr��x�:i, and i`ur-t�ier, �C��t �i�y sha3� hav� acc�ss d�rrjnQ :�orm�l ��ro�icing h�ur� t� a.11 ��bconcr.�cx�r facsl�ties, and s�iall �e ��vise�l p�, � � OJ��1�? pra�rid�:d arl��u�te a�c� �tp�r�priate wor�C s��c�., in �rder ta ca�Ydu+�k ���iks Eri compliance witiz t�1e provisio�s uF ��i� arti�l�_ �iky sh�ll gi v� sul�c���tr�c�or �easonable .�dv�nce �ro�rce af ir�te�de� audi�s. �c} �on�r-act�r a�d �ub�on[raci�r aQ�ee to p�ot�cog� s�ch d�cume�ts �s may be r�ques[ed b}� zhc �iky. �-�i� �-�[y �rc�s �o reirr�bur� [i�e �ontractor for khe cos� of c��ie� as foll+�ws: l. 5� co�ies and undes - 1 U c�fl[s p�r page �, �+iore tf�� �� c�pies w 8� cenk� Far the �rsi �age �lus �f���n ��n�s �or e�c1� �a�;e thcreaf#er �r1. �i'C� �f�E�A�.�Ti�I�: "l`�e ��r�tra�tor shali cl�:�r r�gh�s-af-vr�� or easer�ients af ��struc$i�r� whicf� rnu�r b�: removed ta mal�e p�ssab�e g�o�t �rrosec��ion �f tL�� work as a p��t of" �t�.is pra�ec� c�r�stru�tion ope��ti�n�. `I�e cv�tractor's att�n��e�� is di��ct�d xo para�raph C"6-G, lU wor�C within ea�err��:n�s, ��ge �G-���}, P�t �- C��nefai �onc�liticrn� of th� VJater I�e.pa�tmen� �,enernl �or��`act T7oc�m�nt a�d �crt�ral �peci�ic�zic��s, �l��ring and re�tor�tion �1��1! be �onsider�d as incide�tal t� �onstr�c�ion ar�� ail cas#s in�.�rr�i� will be c�r�s�dered to i�e inc�u��d in the Lir��ar F�vE pric� ot' the ��pe. �;. �ef�rc�tice �'�t � - C���r�� Cor�cEiti�ns, �cction ��i-�,3 BF��RICAUE�:�. �4'�R;`�IC��� A�D �JAT��1C�i�1v: i. Whez�ver i.Eze word �atc�zr�� a��e�r� in ihis �ara�ra��, kl sh�ll be c�iar.�,�+I to ti�e wvr� #]a�men, 2.131 [�� ilrst �a�tt�ra�h, l�es �ve �5� ar��i �ix �6�, cl�ang� d�e p�rra�e �alce al� su�it othe� �r�c�zut��n�y me�su��s �o �afce al! �e��an�bi� netessaty mcasures. �, 1�i�[��tTTYr�f���N �3U��ft�iF�� ��'i"ERP���E �o���f�N�E: �e.Fer�:s�c� P� � (�"r�neeal �ondi�i�ns), �ection �3�i.� En[itl�d "?��Ni �RIT� B[..lSC�i�.55 E�1'f'��PRE��lv4�C��i�I*�-�W�;�D aE��11�FE�� �i i�i�Pf��E �0l�iPLI���E" sfnalk b� d��etrd rn ik� e�tti��t�r nnd replactid witl� [�e t�lEowing; Up��� re��est, Cantr�ctor a�rees C� pro�ide ta {�wner complet� �d a�c�xr�te ir�forlua��c�n �eg�,r��r�g �ct�� work �er�'ormed bv � �rf Fa�rit;+ � �siness Enterp�ise (�v��E� ,�nd1�r a �'�man Busin�s� ��t�rpz�s� ��L) on th� cuntrac[ an�i �ayrr�en� ��ieiefo�e. Cuatr��kor �rth�r :�gree� t� permit arr audii �n�fo� examinati�n �f any b�oks, ��cord� or t31es �r� its pnssessi�a Eh�e will s�bstantia�� th.� a�tu:�� wor�C per�`o�me� b� �,r� 1rIBE at�dlor W�E. l�e�iser� ��� 7 1 �1'� �41 �3'� T�-�� rrti�r�present��on c�� facts (o��ert t�an u�e�li���� rnasrepfese:-�iati�n} ��icl�°�r tl�e eorrs�ission af #r�ud �+y �tt� ��r�tra:.#or ��•ill b�: geounds f�r termin�,t�Qn oF tl�� cantr��ck an�.�oe i��ia�iti� actian under �ppr��pria�e fec�er�k, �[�t�e o� luca3 i�tws or �rdtnance� re����i:�� tu �afse st�temc����; f�arFh�:r; �n}� suc:i� �isr��res�n[�ttaor� (a[i��r than ne�fig�M[ misrepresentakicrr�) {trsdl�r c�mmis�ron o# €rau� v�riil resttlt in �l�e �antr�ctof be�n�; �e[�rrr�in�d t�� �� �r�es�anst�ke asrd barEed f�om pa,�[��:i�aGing in ���y wark �or a� per�o�! �� time of nvt ��s� t}�an t��� (3� }���rs. P. 1�1�1C�F RAT_L'•S� ��ction �-3-.a.�3 oFk13e C�cner�l ��ncIitiuns is ��1�.#�r� :�r�d re��a�e�i kvith tl�e f�UK��vinr�:� (a) T�:e cc�nt�a�:tor �uali Ls��ply ���i�th all r�q�ir�rt7er��s of �nu�tcr ?`�58, T���.s G�v�r�7men. �od�, iti�i�oi�� x�1e pa�ym�t�t �f �a� l4ss lha« th�: rai:e� +�ctem-�in�d by �he Citv �ounc�l c#'the �ity af Fc�rt iFJartE� to be �he prevailing ��rs��: rat�:s �.n �+�:cr��cl��Yce }�itii C�hap�er ?2�5, T�xas {1ov�rnr:�c�t C'r��e_ S��ck� prevai]iiz� ��a�� rat�s ar� incl�ade��i i� �h�se cvntra�t ���u�ents. �b� T'h� �r�r.�r�ctvr sl�aLl, �or a p�:���� o� rhrce �3� �ears fc�llowin4 the c�ate aFaccept�n�� ��t �he �var�C, r��raG�tai� fecc���s th�[ s�{��� (il ch�: jiarsie and c�ccupt�#i{�r� o�`e�cEi woriccr ci�a�l4ayc�� i�Y �+�� ��nk�ac�or in #h�: cons#��ct{otti o*'the ��ork pEovsci�cl fc;r it� lni� c�nir�ct; �ttid (i:} k�t� acl�al :rL'.0 C{il:iZl �V�k`��S �3ZL� t� �+�i.[1 Wi7Fiti��. Ti�es� r�cor�s s�al! 1�� o�e;� at al1 r�aso��tbEe ��oL.rs fc�r ui*�ccti�rr� �}� ��e CEty_ `it�� pr�visinns a� ��ct«� �-�, T... R��lti� la At�di� {�ev_ �3J3QI��} p�rtain to �his tn��ree�iun. ��}'��1�� con�ractor sk�a�l incl�c�c i.n its ��i����tracts and}ur s�:l]I o�1i��wise �-cc�uir� a1� ot' its ;;uk�c�s�#�a�tors t� c{3rn�.�€y �����il �ar:���a���is {a� rtnd (�) a�av�_ �tl� �]Vstk� �:�,c}t �arti�l ��yrn�nt ��[in;�te or pay�o�l �cri4a�1, wha��cver is le��, �3 ��fii+�r�vit statit�g t��t tY�c co�ikrac:�� ki�s c�n.lp�t�ci �vit� �E�c r�q�lr�:rr��.r��� c�f��:k��g�er?2�8, �cxas �'aovc:mn��'r�� C�d�'_ �'�e ccnt�actar shal! pc��t til�� p�v�i[u�g �v:��e �az�:� in a c�nspic:uc��is p�ac; at the �i �e �� t�1e �r�j�ct �t rill tim�s, €��vws�d P�. � l �i'?�r'f:1� ���� � ������� �����fi���� ��fC� � — ����rl�� ����I�I�IV� D=1 D-� D-� l��4 ��� D- � D- 7 D- S D� 9 D- 1 � 4� D- 1 � D� 13 D- 9 4 D- � 5 D- 1 � D- '[7 D� 'f 8 D- 'I 9 D- �� qm Z� ��22 �- 23 �- �4 D- �5 D- �6 D- �i D- 28 D- 2� �- 3� �- 3 � D- �� D- �3 �- 3� D- 3� o= �� D- 37 D- 38 �7- 3� D- �[3 D- 41 D- 4� Q• 43 D- �4 D- 4� Q- �B D- �7 I�- �� D- 4� �- �a� D- *�'I 7 �rs,�� � � N � R1� L. ...., - , , - � � � - � -- � - � --- � --- ---- --- � - � --- ----•- -•-• ------ --• •-- • . ...... .... . ........ . . ... .......... . . ........ . ........... 3 �C��F�DINF�T��N MEETIh�fi� ............................................................................................� ��N1'F�A�T�F2 ��91+1P�IAN�� 1+VJTH 1N�R�{�F�'� �ON1P���A�IOi� lJ�1�V .................. � ��{�RpIE�ATIO� INITF-t F�f�T V1fOI�TH WAT�R f3EPAf�Tf��EN� .................................. 7 �R���INC� �� �XI�Yf`If�� l7TIl.ITIE��---...---��-�--�---------------•�-�--....----�-�--------------�-•---.._..._.7 �XI��I�1� UTI�.l�!`I�� AFx1D iMPf��V�M�1VT� ................................................................. 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PR�JE�T �L��Ii�RJP AND FIiVA� f������i`+�N�E.....,,.... .........................,.,.....,,...,,, 10 (��f��TR�.3� � ��hl ��H�DI.�I,E A�1D ��C2lJEk��IN� �� �lV�k�K ............................... 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P��T-���l�TRU�Ti�N TEL�VI�E�N Ck���E�TIO�i O� �A�,IIT,�E�Y �FVIf�� -.------�8 �--�__ - -�.��. _...__�.�..�- - �Ah+3PL�S �ND �UAl.�T�' ����R�L TE�TfIV� ....................... . �� TEAriPORAR�f Ef�D�C�N, �EDIf�IE�lT, A�lD 1NAT�R POL�I�TI��I �ONTR�L _.�,.,, �0 IN�R��� �4t�D EC�RE��lQB�TRU�T��f� �F A��E�� TQ DRIl1E�---._,.,,,_„__.,,,.,. 31 PROT��TI�N �F Ti��E�, PLAiVT� ,4f�D ��lL „ ..................................................... 3� �IT� R��7�I�AT1�i�,1,....,-��--�--�--��-�� ..........................................................................�� �ETY �� F�I�T W��TH �TAl��ARD PR�Dkl�T L�S7 ............................................ �� TQP�C�l1._ ���C?Ih��. ����1i�1� � HYDf��N1lJL�F-il�#� ..............................,,......,.... 32 — - ��iV�IN�� �P��� �N'fI�Y PF���i��h,+� ...................................................................�8 �UB�T��iTI�L. �OMf�I_� i I�N If��F'�� � I�hllFlh��QL Il��PE�T��f�,1 .............•----.,,,.,,_ 38 E}C��1I�T1�N E���R TR�E� ................ ....�---•---•�--�--�--...--�------�-�---..,,---._,..,,_,,.....,..,,. �� �..�...� ��N�R�TE �I�����h+��C�T �� �EWER P1P�_,.-��•�--� .............................................�� ---- - �l.�1' D,�i�----��-�--��-----��-�---�-•�--�--,_,,.--•--� ..................................................................... �� ��P�.C�RAT�RY ���AllAilOh� f�-H��.�] .........................................................�---�-�� S�-� �� ��1�� � � ������1� �.��������� — — �- s� i�v�T�a���rf��v or- v�r�T�� ���i�i�rr��..............._,.. ............................................... �n ��,1 PblYv�n�+l �hl�ri+�e �J�11��-1N�C�� Pil�e ..... ....... . .. ......................... ... ................. ... .. 4f� ��,� Block€ns� .......................� • � � -- . .,..,.,,.....,........ ... ...................,.... . ...,...................._ . �U _. ---� -- • - .. . ��.� �y�� af ��sin� ���e...-•• ..........................................................................................„�0 ��,� Tie-1ns . ... ................................_. ,.,....,,, , . .. . . , .. , ,..,..,..,..., , . ..,................ . .. , ., 4� 5�,5 �o�n�ctior� of Exis�€nc� �ai�s...,..,..... ................,--••-.....,................,,,,......................... 4'i ��_,�i 11a1v� �t�t-Ins.,..� ............. .. .................... . . ..... .................... .. ...................... ....41 5�,7 1Na�er ���v�ces ...................+__...,_,,,,..,..,.,........,.,--•--..,,.,........,..-------•,...,.,.....,,.,------,.., 49 ��,8 �-inch �F�rnr��r2�ry �ervic� Lin�_._,.,..,._„_,,....-•-�-• ........................................................4� ��,9 Purc�i�� ar�d �#erif;aa���r� �F 1Naier ��nes ....................................... .....,,.....,.,..----,,,.4� ._....v - - , _„ - ��_,1_�_ V�fark i���,� P�essure Pl�n� 8a�nr�a�'res .....................................................................�� •= --- ��,'I�� V11�te��arr�pleS#a�ior� .............�-,_,,,�--,.,,,........_....,,__..,,.,......._.._...,---.,,..,......_.,_,_._.,_.,,_45 ��.9� D�ctile iror� �ntf �r�v_Iron F�ttin�s .,.....,.... ,---,..,.4� _w ........................................................ �-�� S�RINI��II�� ��R C�U�� �OhI�R�L ...................................................................•--,.�8 - . . . _. _ �?- �d 17�1NAT�I�I�� .......................�-��----...,..,,.,,.., ,,..-----�-,..,..,......,_,..,....,,.,............,...,,_„ �� D- 5� TR���F-I ���AVA7a�h,1 �N DE�P Tf�E�+,i�h-IE�,-• ..............................................•---•-�4B ,,,Y „_., _ . D- 56 �RE� PRUhJfhl� ...............•--�----..._.__..,_,,,.,......,,.-�--•---...,..,,.,,..,.,..__...................,....._., �4G r_,w_...— D� 57 7RE� RE�011A� ....................................................................................................... 47 D- �8 "€`��T HOL��� --�-��--�--� ................................................................................................4i D,-._59 PU�L.9� NO`�IF����f�� �F�IC�R �O ���ff�k�l�� �OI��1"�U�TI��+f AND N�7lFI��T�0�1 �F ��M��RARY VVATEF# �ER11E�� CNT��R�3PTI0� DUF�IN� �O�i�Tf��J��[O�+f --� l.� -- • � ... .. ................ „ ,,,,,,,,,..,..,,,._., , ,,, _ , ,,...,......._,__ .. , ,,,.,....,,.�8 �m �0 T�A�FE� BkJTT�N - - � - - - - � - � - � � -- �-� .... . .............�----�--�- .,..,,.,..,......_, , . ,..,.,,..,.,,..,..,--�-- .,, ,..,,....,.�9 __._.. � � � - � - � - �- �9 ��4f�1�'ARY �E1N�R ��R11�C� C��EA�1�UT� ......................................�------._...........,. 4� --- - -- � � - --_ D- S� T�MPOF�I��Y PAVEM�hI� ���A1R-�--• ..........................„_,..,..,..,.......--�--,.,......,.,,,,__. �9 —�. �.. DT�� ��h3�7F�U�TI�N SFAK�� ..............„----�,_,_,.,_.,..,..,....,,__,_,..........,..........,.,......,.,.,,.., 4� C�=�� �A��PAEhI�� �li�E] P�RI�l1��`�,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,•..,,........,........._.,..,.................5� C�-�� P��-��hJ�TRI.}�Tl�f� N�I�F-kE��RI���❑ MEEfEN� .............................................. �D D=GE 1NA�� �A�E� ..............................�-•---�--..,.,...,,. ,--�---._._,............,.......,..,.....,..,........ �{l . � - --- - — -- — - -- - --- - - — - - --- ---� _ ' ,� x�r��� S�-� ���� �} � ����+��� �+��������� L�, Part D sha11 T�is Part D-�p�cial �onditi�ns i� carr��iirnentary to Part �-- ��r��r�l �or�d�tions �r�� Part �1 -- ���pae�nentary ��r�di�io�s io P��t � o� the �ontra�l. A�ything cot�tain�d ir� thrs �art D that is add�tiva #o �ny pr�visaort �n �art �-��n�r�l �t�n�iti�ns �nd pari ��k ��:�ppferr7er�Eary �or�dittons to Par� � of the �ontract ar� to �� re�d to��fh�r. Any confEict �o#woen Part � -- �en�ra� �o��ditiar�s and Pa�t �� - ��F�plernen#ary �a�tditia��s of #h� �o�tract �rrd ��is P�rk D. P�{t L1 sh��l c�ritfol, �OR; �f��J��C� {�E�Cl�ll�i`IO�i �_�_X}C)CX�}C_}C}C�C�{}C��X X )C)C }C)C � �X X �C X)C?C�C?C X?C � ��Rt 1N�RThI, T�7C�1� DC�E P��,�E�T �1�, X}C��}� WArt�R DEI��RTME�VT �f��JE�T� �1�, �W X1C}C�)C}�CX}�}C)C}( & �� I]-1 G�N�RAL TEi� or��r ar pr�c�der�ce i� �as� of conflicts or dis��ep�ncie� betw�en varks���s pa�s �� !#�� �ontract Doc��ents su��ec� to the �uling t�f the Engir�eer �h�ll ger�eral�y, t�uC �ot necessar�ly+� fol�aw th� g��d�lines iEsk�d b��ow: �. Plar�s �_ �ontract Do�urrte�ts 3. Sp�cial �an�i�ians Th� followiri� �p��i�l �an�itior�� sh�11 be applEcabl� �o this pro��cl and s1��lE g�v�rn ov�� �ny c�nfli�ts witl� #he ��ner�l �ontract Docum�nts und�r #�� pr�visior�� sfat�� �bove, i I�e �on#ractar �hakl b� r��p�n��bl� for ��fe�#s an #�is proj�ct ��� to f�u�#� m�#erGals �r�d warkmansri�p, or bo�h, f�r a period af twa (�j y�ears fram dale �f fir�al accept�r��� of this �rojec� �y ki�e �fty of For� Wa�ih a�d will be requ��ed ta replace �� his exper�se �r��+ pa�t or �II ofi tl7�s ���je�t wi�Rch be�ames d�f���iv� due to lh�se ca��es, �ubj�ct to �rt�difica�ioe�s �s h�reirt con��ir�etf, the Foet V�oet#� 1Nater Depae�fnenf's Ce��ral �on�facl f3oc�rrr��nts ar�d ��n�ral �p�cGfi�atrons, witF� latast revisio�s, ate m��� ����k of #he ��neral ��nlfia�� �]oc�m�nts far �his pra��ct_ The Pla�s, th�s� �����a� ��ntrac� I�acum�nts a�d ihe rules, r�gu��#Fons, �equirernents, instruction�, �r�wi�gs �� t�e#�ils refi�rreti to by ����iRacturers r�am�, ot ��er�tifica#ion include ti��fi�ir� as s����f��n�, ��f�rri�tg or irr�pk�+k�rg prod�c# contral, p��farm�r�ce, q�a�lt�r, ar ��her s3�all b� bir�d�ng upan the cant��ctor, Th� �pe�ifi��tions anc� draw�ngs sh�ll be considered ��oper�tive; #hef�fore, w�rk or rrx2�ke�f2�l ca�led for by one ar�d not sh�wn or rr�entiorie� �n kl�e �tner sY�all b� accompl��h�d or furnis�ed in a fa�tl�f�.�l man�r�r as thou�h r�quire�l by �dl. ,�r�� �or�#ra�tor perforrnin� any uvt�r�C ort Fort VI?��th water ar sanitary s�w�r �ac�lk#ies rnust be pre� �ual�fied witfi� the VUater D�p�rtm��t to perforrn s�ich work ii� accordarrce with proc�t�ures d�s���k�ed €n t�e cu��en� ��rt Worth VV�ter Qepa�trrz��t General �p��i�ic�#ion�, wktiic� gen�tal spe�3f�catiarrs s�rall �ov�rn ��rforrr�ance o� a�l �uci� +r��ek_ T�ris contract ��rd praroct, w�ror� appl'tc�ble, m2�y �Gs� b� gov�rned by th� two fallowGng p��li�F��� ��ecificat�an�, exce�t as m�difie�i b�r th�se �p�ci�l Ptavi�ions: 1, ��A��P�RD �P��EFI�ATj�h1� F�f� ��R��T Ai�D �TD��+i i�l��IN ��N�TRU�T1bN - �1T1* �F �ORT lN��tTH 7 7f �5�0� � � -� �J�1�� � � ����.��1�.. ���������� �. �_ �TAND�R� �P��J�k�A�IC�N� F�R PU��I� 1N�R�C� ��N�TF�EJ�T���1 - NDI�TH ��i��RAI� TE}CA� Any confli�# i��tween l�tese �crntract doc�rr�er�ts �nd �F�� a�vve � publica#ions shall b� �es�lved in �avor����hes� ��r�tra�� docurn�nts, A copy �fi �ither of the�[� �peci�F�a�ion� may �e purchas�d �t the affic� of the Trar�s�ort2�ikoi� an� P�blic 1Nnrks �irec�or, '100� Th�vcltmor�on �tr��t, ���d ����r, Nlur�ic�p�l Buifdrng, �'prt V1+orth, Tex�s 7����. The sp�ci�ic�tion� appttcabl� t� e���r pa� it�m are in���at�d b�r �h� �all-out �or th� pay I#em k��+ th� des��ner, If n�t �hown. t#��n a�plic�b�e p�t�Eis�ed specs�ications in ��t[�er of th�se ���ur��nts m��r be f�llow�d at th� disc�ekior� of #I�� ��ntractor, �er��ral Provis���s sha!! #�e those �# f�t� Forf 11�orth �i�c�rm�r�t rather t�ar� Divtsio�r 1 af ti�� �V�r�h �e�#r�t Te�€as do�ur���r#. Bi�d�rs �Y�all �ot separ�t�, d��ach or r�rnv�e an� p�rtia�, s�gm�r�t or sl���t� �rorn ��� cor�#ra�# docurner�# at a��r tirr��. Failur� t� bi� �� fully e�ecute c�r�tract without r�t�ir�Rng cor�t���� �l�cum�nt� in#2�c� rrray be grc�ur�ds for d�si�r�ating l�ids as °'nonkr��pvns�v�'" and r�j�cting l���l� ar voiding �ontr2�ct as appropt�i2Ee a� rie#e�mir�e� by �h� �iky �n�in��r. Ih!_T�R�F���p�TlOk� AN1� �R��#�R�TI�N ��_P�2QP��A�; 1�. �ELIV�R1� OF Pf���'���L: f�o �rapos�l will be ���si��re� ur�less it is dealv�r�d, accornpani�d �y Et� prop�r Bid �ecuri�y. #o #Y�e J�u��h��i�tg A1iar�ag�r �T hEs re�re��r�ta�iv� �� th� at�i�€�I loc�tion ar�d s�2����E tirn� sel Ft���r kn tl�e "No#ice tt� ���d�r�". It is the �idd��'s sol� ��spans�b�lily t� ��,i�ver the �Jf4��S�I �� �Il$ �f0�@f tJrf78 t� t�1� ����$C �}ISCE, �Cf'1B CiiEf@ f�C� that � p�o�osal wa� disp�t�hed will no# be �ansid�red, TF�e Bid�ers must J���re t�te p�apo��l actuall� delivere�_ Ea�� propasal sh�ll be ir� a s����d er�v��op� ���irtly rrtar€t�c� with the �v�rd ��P�����A�1�", �e�d the name ar des��iptio� af the proje�t �s d��igna�et� in ahe "Nol�c� to 8�dd��r�" Th� ��1VelOpE shall be �ddr��se� t� #�1� F�ur�hasl�lg f�llaf�ager, �"rty af Fork W��tl� PurcF�asin� Qivi��on, �� Box '1�0�7, For# V1rorCh. Te�€as 7�1��, B. 1rVITH�RAIlVt�J� �'R�P��AI��; ProposaGs ��t�aalC�+ f�led with tl�� �urchasin� Ni�nager �a�not be wi#hdravt+n prior #o th� time s�k f�� ope�ing proposals, A requ�st for r�on- c�nsid�ratGo� �f 2� proposa� musk be mad� J� wr�ting, addr�ssed to th� �aiy f�an���r, and fided with hi�rt prior ta th� tirne set f�r the o�ening of �r�p�s��s, A�Eer all pr�posals r��# = r�qs�este� �or r�vr�-consideratio�t �r� o�ened �nd �ublicl� r��d aCouc�, th� prop��aE� for whicl� rI0F1-Considef�ttOr1 f�quest� �r�v� �een pro��rly fil�d m�v, at t�� o�ti�r� �f t��e �w�rar, b� �etumed �sn�}�en�d, �. T�LE��APF#I� MpDIFI�f��`IDhI �� PRC}I���AL�; Any bidder m��r modif�r t�is prop�s�f by �el�grap�ri� cornmuni��ti�n a# ar��r tFm� �ari�r to the fi�� s�t for opening p�o�as�i�, provide� such tei�gr�phic comr�unicai�on is receiv�� by the P�fch�s�ng Mar�ager �ri�r to #h� said pro�osai op�ni�g #am�. ��d ptovid�d furth�r. lh�t #h�e �ii� �Vl�n�ger �s satisfaed t#��t � writt��r �nd d€�ly �uth�t�ti�atecf tonfiema#ion o� s��h te�egrapf�ic ��mmuriicaiion �ve� t#�� sigr��tu�e of #he bidtC�r w�s rrta���d prior to the �r�posal oper�Fng tirne_ If su�� corrfir�7���or� is riol r���ived within f�rt�+-�i�ht {4$} I���rs �fi�er t1�e propos�,l op�nkng l�r��, �o fu�lh�r c�nsid�r�ti�n w�3f b� ���+�n to ihe prop�s�l_ D-� �Q�R�INAT��I� �IEETIE�l� f �r��� ��-4 P�F�T D - �PE�lAL ���DIT��E�� �or �oordi�r�tior� purposes, weekly €n�ei�ng� �t t�� �ai� s€t� rrkap be required �� m�ir�E�in ��� p�oj�ci on t�c� de�ired schetiula, The contractor sh�ll be pre�ent a# a11 mee#ings, C?-� �ONTRI#�TOR ��NJPI�IAIU�E VUIT�I VV��kC�F�'� ���6PEfV�AT��1V I..AW A. Datl�i#ior�s; �, ��f�lflC��k0E1 �F COV�'���� ("�erli��cate"�_ A ca�y �f a c�:rk�f4cate of ins�ranc�, a c�r#�fi��ts o� aukhor�Ey �o s�if-�ns���e issue# by� tt�e ca�missior�, or a cover�ge agreernen# {TI+V��- 81. ��N�����. �VV��-8�, ar TV�l���8��, showing �tatutory wor�Cers' com�e�s���or� in�ur�r�c� c�ver�ge for t�� p�r�or�`� or er�#ik�+'s �rn�1��ees �rav�ding s�fvices an a �CO�aC#, �Or �Y"tB dUr��10�1 �f tY�� �J��j�Ck- �, pur�t��r� of ti�� �ro���� - incl��d�s tl�a tirrr� from the i�eginnir�� �f th� w�rk on the proj�ct u�ti! #h� �ontra�#a���pers�n's work on #�� proj�ct �as been cam�]�t�� and ac�e�ted by the go�+err�rr�ental �r�tity. �_ �e�sans �rovi�ir�+� services or� th� proje�t {"su�caniractor" ir� ��30�.096}- i�cl��cle� �I� �ers�ns or oniiti�s p�rforming a11 ar part of th� servic�s th� contra��of I�as �ndertak�n t� �e�forrt� on #�e pro�ec#, �egardless of wh�tl3ef iF�at persor� cantracte� dErecti� wi#]� t�e car�tr��t�r �nd re���dle�s of wh�#l��r that pers�� has �mpl��ees. '�h�is tnclu�es, withouk Jfmita#Ior�, in�feper��ent �or�tract�rs, aubcar�tr��#ors, I�asir�g c�mpa�ies, rnot�r �arri�r�, �wner aper�#or�, ernplo�+ees of any suc1� �rnt�t�+, or err�p�o}r��s �f �n�+ er�ti#}r whicl� E�rr�isr�es persoris to provide ���vF��s o�ti the pr�o��ct, "���vi���" i�clu�t�, �+ith�ut Grni#atiar�. pro�riciing, haulang, ar ��livering �quipmerrt or r�akeri�js, o� �rovi�i�g labor, �r�r�sport�t�on, �r o#i��r serv��e� rel�t�d to ��rojecL "Service�" t�oes not incl�d� activities unreia#e� to #he pro�ect, suc� as fo�d�b�ever��e ver�dors, office s��ply+ deCiveries� �nt� ��IMvery of �ortabl� kollets, B. �he �ontra�xor shall provid� cover�ge, based on �raper re�orling af �lassiE�cati�n cotl�� and payroil amaun�s ar�d filGng of ar�� cov�rag� agreements, whic#� ���#� #�e s#�t��t��y r�quir�m�nks o� T�xas L��or �od�, ��ctfa€� Ab� _b 11(�4) or all e��loys�s o� #fi�e �t�ntr�ct�r provid�ng s�r�t�es on #he �roj�c#, ��r t�� �ura#iar� �f th� proj��t, �. 7�� �vr��ractor mus� pr�vi�e a ce�#i�ca�e of cove�age to ti�e gov�rr�n�ee�tal �n#�t�r pri�r to be�r�g award�d �C�� cor�ir��t, D, �# the cav�r�ge p�ri�� si�owr� �n the con#�actor'� curr�nt cer��f�cat� of cav�rage en�s durGng #he dur�tiv� a� �he projec�, the cont�actor must, pfiar to #he e�d of the covera�e ��rioti, f�l� � r�ew �er#��ic�te af cav�rag� with th� g�v�mrn�r�#aC entity showEng #��k c�v�rage h�s be�r� exkend�d, �. The �antractor shail obtsin Erorn �ach persorr providing s�rvR�es on �. [�r�je�t, 2�r�[f provide th� go�+�f�rr�e�ta! entil�+; A cerki�i�a�� �� c�v�rag�, praot to tha� p�r��r� beginr�kng work on tYr� pro�ec�, so the go�ernm�nta] er�tity wi�l h�ve �n �ile cer�if�ca�es of ��vera�� showir�g cov�rage for all persons pro�ri�iin� �erv�c�s on tl�� project; ar�d � r�r�� S�-� ���� � � ������� ���������� �_ Na fater than s�ven �€ays �fter ��ceipt i�y t�e cor��r����r, a new �e�kific�te of cc�ve���� sh�wing exl�nsior� of cr�ver�g�, if #h� c�ver��� p�riod shown on th� �ur�er�t ��rtifica�e af �over�ge �n�s �}uring ti�e d�iralion oF t�e project. F_ Th� ��r��r�ctor s�a�l ret��� �MI feq�ireci ���tifGcak�s �� caverag� tor th� dur��toe� af #i�e prol�ct and for ane �+�at t�rer�a�ker. �, 'rh� cvntractor sh�l1 nati�y #i�e gover�n€�i��tal ��til�+ kt� w�ati�rg b� certified n��E� or �ersana� �eE3v�ry, urit�r�n �en ���) days �ft�r ��e conira�tar kcn�w ar shou�d ��v� knowr�„ �f ar�y c�rang� th�# materi�lly �ffe�#s ti�e p�ovisior� �f �over�g� of �ny pe�son p�t�vidlrrg s�rvi�e� a� th� pro���t, H. The cc�n[ractor shall p�st �n each �roje�t s�#e � rt�tic�, ir� the text, forrn �r�tt mann�r �rescrib�d b�+ the T�x�s Vtif�ek��s ��mp�nsa�i�r� �omrniss�ori, in��erning �lC persor�s peov��in� ��rvi��s or� th� project tha� k��y are feq�ir�� t� be cav�red, ar�d staking how � person ma�+ veri�� cov����� �nd report fack �f cov��a�e. I_ T�te c�r�#r�ct�r sh�ali co�tr��#�,�I�y req�i�e ��cl� p�rs�n wit�r whorn �t ��ntrac�s to pr�vid� s�ruices e�n � projecE, to; 1, Pro►+ide co�+er�g�. based on pfoper r�poR�n+� �r� cl�ssifE��tior� cod�s �nd payrof! amounts ar�d f��ing of �ny cov�r��e a�r��rr�er�fs, wl�i�h rnests t17� �tatutory rea���r�ments o� Texas t��bor �o��, ��ction 40 i,�'f 1(44� for alf �f its employe�� providing seTvic�� on �Fre pfoje�t, fiar #h� d�ratior� a� tk�e project; �, Provld� ko �he �or�tractor, prior �o that ��r�on beginr�ing work on th� project, a��rtfficate ot cov�ra�� �h�wir�g tl�at �overag� is b�ing �raV��ied For af1 emplo�rees of th� pe�sor� �rovidi�g services or� ih� pr��ect, for th� du��ti�n aF khe �rv�ect, �, l�rovict� th� �ontracka�, prior to the end �f th� �av�r�g� period, � r�ew �ertafi�a�e of cavcra�e sl��wing ext�ns�on af �c�ver��e, if tl�c� �av�rage per�od s€��wn on l�e curr�r�k certifi��#� of coverage enc�s during #h� duratia� o� #n� �r�j�ct; �, �b��i� �r4rr� e�ch �kl��� �ersa� wi�h whs��n �t contr��ks, and prnvide #o t�e �ontractor_ a.} ,� c��tificate of cov�rag�, pf�o� ko #�te ath�r pers�n beg��r�4�g work on ##�� p�a����; 2�nd b_) A n�w cortiiic�#� af �av�rag� showing �xt��r�ia� af �o+r�����, prior t� the e�d �f lhe �ov�r�go ��riod, if t�re c�v���ge peeiod sh�w� on fhe �urrent c�r#if��ate �f cov�r�ge �r�ds during the d�ration �f #he praje�k. �. E��t�ln all requir�d ���tifi��ies af covera�� on fife f�� the dur�tion �f tt�� project and far on� year ther��fter_ 6. N�lif}� th� �ov�rnmer�taa �n�ity �n +r�rrJkirrg k�y certifi�t4 mail or p�rs�nal de]i�+�ry, withirr kan {1D} da�rs �fker th� p�r�or� k�ew pr sl�o�rlcf t�av� k�omvn, of �r�y chan�� kl��t ��#eri2�lly �ffects �he �r�visior� of cnvera�e of an� person pro�ritiing s�rvices �n kh� p�o��cl; ��d �, �ontra�#uaEly r�c}uire ���h �er��r� witt� whc�m it cart#racks, to perform as rec��,ir�d by �ar��r��hs {1)-{7'}. with lhe c�rti#icates of coveta�e #� �e prpvide� �o the p�rsan for whorn #h�y are pr�vidi�rg servi�es. r ��rf �v� S C-6 �I�l�� � - �7����I�l� �+��������i� ��y �ignir�g this co�ttact or p�ov�ding o� �a�s+ng to �� pr�vided a� c�rtificate a# co�+erage, th� cor�trsctor is rep��s�ntin� to th� g�verr�rr��e�ksj e�tiky �E��t �11 �mployees �f th� �o�tractor wh� w�ll prov�de sefivices on �I�e project wRll �e cover�d by wor�ce�'s cornpen��tion ��v�r�ge f�r if�e d�ration �� t�� pro�e�t, #�at tt�e cover��e will be based on pta�er �epc�rling af cl�ssi�ica#�on c���s ��d payroll amour��s, and #haE aEl cov�ra�e agfaem�n#s wilM be f€1�d wit� i�� appropri�k� inst�ran�e �afri�r nr, Mn the ���e o� a selE- ins�aret�, wilh th� corr�rn��sior�'s Div�s�a� �f �e9f-Ins�r�n�� Rag�lation, Prt�vidir�g talse ar mislea�in� �n�oem��ian rr��y subje�t �h� c��r�tr��#or to ac#mi�rGstrak�v�. �rirrtiinal, civil p��ral#��s or oth�r �ivil acti�r�s, 9. TI�� c�nxracto�s fail�are t� cornpl�+ with �ny of tY�e�� pcqvisions is a breacY� �� co�#ract �y the con�r��#�r whE�h entikles lh� ��ve�ne�ti�nt�� eni�ty to d�clare tY�e �o�t�f�c# void if th� contr��#�r d��s n�i rern�ci� i�re b�c�a�� v�rit�rn ten da�� afler rec�i�i of �otice t�f b���ch fr�m th� g��+err�mental ��tity, �!. The ct�ntr�ctor shall p�s� � n�#��� an e�cl� prc�jeci sitt� inforrr�rng �Il p�+rsor�s praviding �ervices on the projecE tl�at they �re fieq���r�d t� k�e c��rere�l. and s#ating h�w a p�rs�n r�a� v��if� c�r�en# �o�+erag� and re}�ort faii�r� to prov�de �overag�, �his r�ati�� does not sa��sfy �t�rer �o�#�rig rec�u�rern�nt� tmpo��d by the �exas �+�rk��s �omp�nsa�tian Act o� oth�r Tex�s 1IV��}se�s �ompensation �ommission ru1e�, This notice must �e prir�t�d wit1� a titl� in at �e�st 3� �oGnt bold type ��d tex� ir� at least �� p�in� ��rm�! #ype, artd sl��ll be ir� bo�M E�glish �r�d �p��Rsh a�rd sn�+ o#her I�ng�age c�rnrr��n to t�� worl��t p�p�al�t€��. �h� t�x# fof the �oti�es �hall �e lh� fall�w�ng text, withotit any 2�dt�itkon�l wo��s or chae�g�s; "�E�UIRED 1N����F�'� ��f1�'1PE�l�ATI�fV ��1f�R�1�� Th� ia�n+ requ�res #h�t ea�f� p�r�or� w�rkir�g o�ti this site or ��ovi�#ing servic�s rei�t�d �o t}�is �onstf�ct�ar� �r�je�t rr�ust b� covered by worKe�s" corn�en�atGoe� ir�s��anc�_ Th�s i�cl�des p�rsons providing, ��u1�ng, or delRveri�g �quipmc�nt or matefi�Js, �r prpvi�ing iabor or lr�r�sporta#ion or other ��rvG�e relateti �o tl�� proj�ct, r�gaedles� �f the identiiy of th�ir �rn��o�r�� or status as �� em��oyee_�� ��il ti�� Te�as Wori���'s �ompen�ation �a�nmission �� �5'��}��{3-�i99 �a �eceive wnF��m�tE�r� on #he legal r���,irem�r�t for �overage, to v�rif� w��tl��r �rour �rnploy�r ha� pravEded #�te �e�tair�d cav�r���, or to r�p��t 2�n erro�Coy�r's �aiEt�re t� �ro�rade �overag�". D- 4 ���RaIPVl�TIO�t WIYH F�R� �lORTH INATEI� �I�pARTMEk�T �L�f�lf�� iF1@ COF15tfLf��i01'1 �� t�'lIS project, it w�ll be necessary to deactiv�ite. fot 2� p�rio� of tirn�, existi�g li�es. Th� ��nt���toc shall be requEr�d #o �oar�in�#� wit� the VV�t�� Deparkmer�t ko d�#��mi�e the best tim�� for d�ac#iva#ing an� aclivatir�g thos� I�nes. DY � �RO��IN� 0� �7CI��Ih�{'s UTILI71�� 1Nhere a propos�ci waler lin$ cr�ss�s aver a sar�i#�ry sewer o� san3tary s�we� servic� I�[�� ar�dlor proposed sewer li�e c��sses over a w�t�r line �nc� th� cl�ar �erti�a� disl�r�c� is I�ss than � f��t bsf��� ko barr�l, �h� s2��i4ary sew�� �r ���it�ry sewer service lie�a s�aE1 be rr��d� w�Eerkrght or #�� �onsie�c#e� �f tluc#il� I�an �Gpe, The �ngin��r shall c��t�rn�ine the requi�ed ler�glh �f r�pla��m�r�t„ fihe rnatersal for �anitary �ewer mains ar�d sar�it�fy sew�r iat�raas st�al! be �lass 51 ��ctile I�on Pr�e with po�yeth�l�ne w�appirrg. The m�t�ri�l for sani#afy sew�r s�n+i�e lirres sl7all b� ex�ea s�r�ngth ��s! �ro� s�il �Epe wi�� palyeth�rE�ne wr2�ppir�g, Ad�ptee fittie�gs sl�all b� a � fr��z S�-� ��4�fi � - ����r��l�.. �,+��������� - - _ �. U�e�han� or neo�rer�� couplin� ���'M �-��� wi#h series �0� s�aanJ�s� steoG �ompr�ssion sfr�ps. I��ckfill, fiktin�s, ti�-Ins �nd �Il ok�ler asSOCi�t�d a�pu�te�k�r�C�s ��quir�C! �re de��'1eC1 s�b�i�l�ry work, fhe cost �f which shall b� �nclud�rd ir� !h� price b�� irt th� Prop�sal for e�ch bid it�m, D- 6 EXI�T�JU� L.�TiLll`��� Ai�D Ih�Pf�D1JEfVa�EVT� TI�� pfar�s show t�� Ivcatio�s of all �Cnow� s�rf�ce and �ub�urF�ce �t�ck�ares_ F��we�+��, t�� �w�r�r ass�mes n� �esponsibil�ty �or f�ilure to sh�w an� �r �II of �hes� structufes ot� #�� Pi��s, ar' #o s�ow th�m in their ��c��t iocation, It ks mutualf�+ ��r�ed that s�ch f�ilure �hall r��# �e cor�sider�d suffi�t�rit basi� ��r claim� f�r �ddi#�ar��f c��p�ns�tiot� far exkr� wor�t or for incre�sin� #�e p�� qu�r��Etie� in ��ty m��r�e� �ruF�a#soever, 7he �ontr�ct�r sfn��l b� responsible f�r verifying f�� I�caEions o� anc# pr�#acki�g �II existEng utilities, s�rvic� iin��, or otl��� �rop��y exp�se� by I�is �ansiructior� opera�ions, ��r�tra�tor shalt rn�Jce �il n��essary p�qvRsi�ns �or the st�ppork, pr�#e�tior�, r�l�c�tion, a��lo� ��mporary re[oc�tiar� af �tl u�iii#�+ poles, gas 3ine�, �eJe�ha�e c�bl�s, utifiky servic�s, wafer r�aM�s, s�r�ita�-y+ se�rusr fanes, �Je�#fiic�� ��b�es, drainage �i���, and �I� �ther t�#�lities �n�i str��#�res b�i� �bov� anc� ��low graund �urir�� carrs#ruc#i�r�_ 1"h� �oniract�� is iiabl� f�r �IJ d�rrr���s dorie #o s�rch exis#��g faciliti�� as a r�sult of f�is o�e���it�rt� �nd ��ty and �il cost i�rcufred for the prot�cti�r� a�d{�r #�mp�rary r��oc��iar� �F su�� faclfities ar� d�em�d s�l�sidi��+ wori� and tt�� c�st of s�me and s�afl be €ncf�d�cf in th� c�st bid per �in�ar foo€ af pip� in�#alJ�d_ N� ADD�TiOCd�� �OM1����ATk��J WI�I� �F A�L�INED_ 1Nhere exi�ter�g utilJti�� �r s�rvic� Jir�e� �re ��t, broken or d��n�gad the ��nfrack�r s��ll r�pGa�e �r rep�ir ih� utiiilies �r s�rvic� lines with the sam� #��re a� ari�ina] rn��e�a! and cor�str��tion, or better, unl�ss �th�rwis� shawr� �� �ated on #�e pl�ns, a! �3s own cbst and ��tp�nse. �`i�e �ont���tor sha11 irnrnedi��e[p na#ify l#�� �+luner of k�� d�m�ged �titity or s�rvic� lir��, F�I� �#talf coo��ra[e with� t�re �v4+�tefs of �IE utiiities t� loc�t� �xisting �nd�rground facilit�es ��d n�tr�y the Eng��eer of ar�y cor�flE�#s in grad�s ar�� ailgnrne�t_ �ny �nd a�l permaner�t str�ct�f�s such �s parkir�� lot st�rf�c�, #�n�Rng, and lilce str�a�f�t�� an eilt�er p�b�ic o� �r�v�le �r4pert� sh�ll �e r��l�ced at r�o �ost ta t�re� �ik� bp rr���eri�l of equ�� v���e �a�d qu�l�ty as th�� d�rrlag�d_ In cas� it is rie�a�sary t� cnar��e �r r��v� th� pro��rty of ar�y �w�rer af a pubil� utilityr, su��r pro�erEy �k�aJl n�i be r�oue� �r inte�fer�d wtth until or�#e�ed to c�o s� b�r th� �r�gir�e�r_ T�r� right Is res��v�d #o th� awr�er af p�b�ic utilikies to �nt�r upon lhe limli� af #�� �r��a�t for the p�r�os� of making s��h c#�ar�g�s ar re�2�trs �f t[��it pr�perky Ihat r��y b� �rr�de r��cessa�}+ by ��rformarr�� o� ti�is con�r��t_ Ti�e �atiJiiy ��n�� �r�d �and�its shown on the �I�r�� ar� ��r ar�for�atiar� �r��y and �r� r�ot g�arant�e� by the �iky of i�he �ngir�ee� t� he a��urat� a�s #o �x�ent, �a��#i�r�, and d��th: t��y �re s�rowr� on tMe pfa�s �s ihe b��t ��forr�Yat�or� �v�i�a�fe �t th� frm� of d�sigr�, from tF�� owners of �f�� utslities i�Vc��Ved ��� fr�lr� �vrder�CeS fou�[f An t�r� gr�un�i. D- 7 ��[V�TRUC7I�N TRAFF�� �11�R �IP��II��� I# is ap��rent t��t ��rk�i� cans#ruction �+�h�cl�s coul� �xc�ed th� I�ad b��rkn� c�paer#y ofi the �ip� under sh��i�w bury condi#ivns, Ct wilC be th� r�spor�sib�lit}+ �fi t�e ��r�t�act�r ta pr�tect �oth th� r��w ilr�� �nd #h� exist�n� I�n�s �rorn th�s� �oss��l�+ �xc�ssive loads_ ��� �or�l�actor s��ll nat, at ��}� tirt�e, cra�s th� existir�� �r new pi�e w�#h � tru�ic dellv�r�ng new �Si�e ta t�e si#e, � r��r�� S�-8 1^�f�� � " ��G�i�� �i�����1��� �ama�e �� kY�e exis#ir�� or �ev� pip� wiia be repatr�d or r�plac�d by the �or�tr��tor, at #i�e �on�r�ctor's �x}�er�se, to the �atisfact��n af tl�e �i#y, In lo�ati�€�s w#�ere i# �� not perrnissi�le �o �ros� the exis#ing ar pfo�osed pipe� wit�out eddi#ion�l prot�ction the �ont�actor r�ay el��t ta pravide addEtional �eatectian of t#�e pip�s so that ��or� �req��nt CfOSS1�{�S of ihe gi��s are allaw�d, jt stil� �s, F�owev�r. #l�e r�spo�rs�biliky of �he �or�tra�tor to r�pair any da�r,�ge to th� existwn� or p�opase� li�es. Gf the dam2��e results frorn 2�ny p�ase of his const��uctian ape�atian, Dry 8 TRAFFI� ��NT��� i he conl�actoe will �e requi�ed to obtai€� �"�#feet Use Permit" p�iar ia s�ar�kng work_ ,4s p�rt of #F�e "�treet Use Perr�it" a traffic cantrol plar� �s r�quired_ Th� �ar��fa�tar sC�all b� ��sp���sible �or provid�rrg traffi� �ontral durin� tit�+ ��rrstrue�ian �f #�rGs ptoj�cl �onsi�te�# wit#� the pr�visior�s set forth in th� "Lat�st Ed�tion T�x�s hrlar�ual �n Uniforrn T�affic �ontrol pc�vices ior �#reets art�d Hi�nways" i�sue�f �r�der t�r� aut�ority of t�� "��at� �� T�x�s lJn�fo��n Acf #�e��l�ti�tg Traifkc ��t Hi�Y�ways��� cod�#i�� as Ar#icae 8701� I�eer�o�r's �ivil �ta�utes, pertir��r�E secl�on� k�eit�g �e�tion �l�s_ �7, �9, 30 an� 3'�, A tea�f�c c�ntr�i pE�n �hall he sutrr�iitt�d far review ta Nlr_ �h.�rles f�_ �urkelt. �it� Trafific �n�G���r �t �81�� 87�i�8i7� �t ��as� �i0 w��kie�� days �rior to #�r� pr�Yc�r�struc#io�r c�nf�rence, �,lkhou�h wor will n�# �eqin �nli1 the traffi� contr_o� q1a�1 has be�n r�view��, th� �antra�lor's ���e wiGl b�qin an accordanc� with t#�e t�rr�� frarrte �s€a�l�s�red in t�re �1oi�ce ta th� �ontract�r. -- TY�e ��e�iractaf wi�l no# fsmove any reg�la#ory sign, inslru�t����l si�n, skre�t n�me s€g� �r �t#t�r sign, whi�h has b��r� er�c��� by �h� �ity, If i� i� c�e#ermined #hat ��ign rr�ust �e r�fna�r�d io perrnll �equl�ed �onsk��CtGon, lhe ��nt�a�tor s�all con#�ct #i�e 7r�nsportat�or� ��d P��blic Works Dc��artmen#. ��gr�s and M�rk�ngs [�ivisian. �I�E��ne �3urnb�� 971-77�8j lo remove t�r� �igr�. I� th� case of r�g�la#ory signs. #I�e �an#ra�t�r mus� r��ala�� #he ����nar��r�t sig� wi�h a te�nporaey s��� rn�eling t�e requ�r�rn��k� of Ih� abov�mreF�r�n�e�# ma���a1 an� such �e�rporary s;gn rn�s� b� in$��IGed prior #� tl�� rern�v�l of t�e perm�nent sFgn_ If #h� temp�rary si��� is not ir�slallect catr�ckly �r if �t rtio�s n�# rr►eel the r�quieed sp��kftcattor�s, t�e p�rr���rent s�gn sh��l l�e Eeft ir� pl�re �n€ii the tern�or�ry s��� requirerr�ents at� m�#_ 1Nh�n �on�t�uction v�+ork is com�leted to tl�� exter�t t�af t�re ��rmar�ent sign car� b� r�in�tall�d, the �ontr�ctor shall �gair� contact lfne �igr�s ��d Mar�Ci�7gs Divisiot� #o reir�s��ll t�e perm�nen� sagr� 2�nd sh�lf 1eav� h�� fe�pora�}+ si�n in �Eace ufl#i� s�,cl� reins#�Il��i�r� Is c�mple�ed, Th� �o�lr��tor s�elE limit ��� w��k wi#fi7in ��� ��ntan�a�u� lar�e af #r���ic at a tirne #a mRnim��e in��rrupl�or� t0 tl�� �10+N Of tr�fflC, �Nvrk shall r�o# �e performe� �� certa�r� locatio�s{st���ts ��r�r�� "��al� #raffi� periods" as ��#�rmination b� the �ity� Traffkc Eng�r��er and in accordance �rvitY� #he 2�p�Eic�b�e pr�vESEor� �f the ,��it� o� �ort �+Vbrk� Traffk� �ontr�l Har�dbookc for �onstr�ct�an a�d Nl�i�#���nce VU�rk Areas_'" The cost �f th� traffic �onfrol is subsidiary worl� ar�d ti�e �ost of sarr�e s�all b� inctuded in th� �ric� b€d far pip� compl�te ir� �Ea�� as �ai� irr #he �rop�s��, ar�d no at�er corrtp��s�tion will be �Ilt�we�. D- � D�T�Ei�� � �rfs�u; S�-J �"��� � ` ������1� �+��������� Tl�e ��ntraotoF shall �rosec�ate h�s r�r�r� ir� suc� a r��r�er �s to crea#e a�t�inimum a€' intern,ptio� #o traf�'i� a�nd pedes#�ian �'aciliti�� ��nd t� t�� �]ow o�'�rel�c��ar an� ped�str"t�n tra#�c witl�ir� t�ra proj��t ares, D- 10 ��Ai4iilVATt�� OF �ITE ]t sY��lf be #�� r�sppnslf�iEity of #h� prosp�cti�e bid�ler to vi�it #i�� �roje�t s�te ��d mak� sucf� e�c�,�ti���a��rs ar�d ��c�l�r�Ei�ns as may b� ne�essary t� t�e��rmrne all c�nditi�ns. wl�ic�� rn�.�+ ��feck constructior� of thts p�oject. P�r�icul�r �tt��tian sh�u�d b� gJv�n �o m�th�c#� �f �rov��ing ingr�ss artd egres� ta �r�j��er�� pnvat� �nd �ubai� �rope�ties, �rocedufes for pr�tectir�� ��r��ting imprav�m�r�ts ar�d �i�}�osikion af �II r�at�rlals to b� remov�d, Pr�pef consi��ra#i�ra ����Id k�� ��v�n t� �hese details durin� th� pteparation of the F'�oposal �r�d aEl +�nusual ��n�iit�ans, w�rich m�y c��ve, ri�e to I�t�r conti�gen�res sho�.tld b� brou�ht to tF�e �tter�tion of th� �wn�r prior �o li�e s�kamis�i�n a� t�ro Pro�osai, �� � 1 ��]EVCN� �QI�PL�AN�� D�rin� #he construction �f t�r�s ��o}ect, th� ��rr#��ctor sha11 cornpay wi#� �res�r�t �oning requirerr�ents �f tl�e �rty of �ort 1N�r�h �n the use a� u�c�nt propert� for storag� purp��es, D� '4� WATEFt FQR ���l�T�tU�TIOf� Tl�e �ontra�tor �t i�is owrr exper�se will furnish wat�r f�r constr�c#iart, D- 1 � WA��`E NiATERIAL AH w��te r�tat�r.j�1 sl��ll becorr�� the pro�erly of tY�e �oniractc�r �rtd �hall b� dispos�cl pf �y iY�e �o�tr�c€or �# Cocations �}�pr��+ed b� tl�e En�ineer. All m2�terr�l �ha�l b� t�is�os�d vf in su�h � �anr�er as t� pr�s�nt a ne�t ap��aran�e ar�r� to r�nt obstr�,ct prap�r draina�e or to cause inj�ry to str��t ��nprovements �r to abutting pr�p�rk}+. D- 'I� �R0.1��� �LEAE�UP �4ND F!�]AL A���PTAfV�� '�'h� �'ur�tr���c�r s����� be �w�re tliat k�eping �E,e praject ��lc i� a nea� �ui� vrder��� conditin�� is c��,sidcred art it�t��;ral parl of �h� cnnirK��#ed work and as �uch �I�aEE be consit�crec! �uErsic#Rary �o ihe ���prc���iaf� bid iteni�, �kear� r�� wc�rk sfn���l bc dnne as dtrected i�y tF�e En�Er��er �� ll�e wark prog�eswes or as fYee.�ed_ ��`, i� t��e o�i�ii�n of ihe E:ilgti��er it �s nec�ss�ry, ��e�n��a� sl�all be done �rt a d�il� bas��, ��e�tn �rJ� worC� �h�►II inc�ude, but nvt b� lin�i�e�d to: # Swee�i��g �h� �t�e�� cl�an ��t�ii� or �e�ris •���ri�� excess �n���r�{�! in a��r���riatc nnd c}rgaru�e�l r�i�nne� ;'��e�t�g tr�sl7 �f an� kinc� �ff af resadei�ts' �r�pc�ty I�' ff�e E��x�;ifle�r d�e� not te�G tl�at the job�i�e 1�as bc�n kepi �r� an orderly� �on�l�i�o�y, on t�e ne�t e�timate pay��'�en! �art� alC subsequent payme�tit� t�r�i�l co�npl�ted� t�ftlz� ���n�pria�e bid i���s} wij� be reduce� by �5°l�, F��al c�ea���� +�+ork s�rali bs dana for tl�i� project as saon as aH cor�struct��n ha� beer� com�l�k��i_ N� rrt�re tl�ar� seven d�}rs sF��ll eEa�se �fk�r ��mpletion o€ �orrstru�tior� befor� khe ro�dwaY� r�ght-of-w�y, vr easemerrt i� cleaned up to th� satisfac��on of the �e��ineer. The �pr�tr2�ctor shall r��ake a fi��l el�a�up o� aIR par#z �f #�� w�rk b�for� �c��ptance �y #it� �rty �f �ort �,Nortt� or Ets eepr�s�rrt�trve. T�is c���nup ���II �nclutte remav�l o� all ob��ctFon�#�Ee r�cks, pi�cas of �spl��l� � 7�r�� ���'10 --_ ���� � � ������� ���������� or cancfr��� and other �or�slru�ti�n rr�atet��3s, �nd in ��ner�l �repari�g the sit� �f th� work ir� �� ord��!}+ manne� an� ap�earar�ce. T1�e �ily of �ori VUorfh bep��#�en� of E�t��r�eering ��sll t�ive f�r�al acceptan�� of ��e c�mple#��d �roJec# work, D� 1� �bN�TFiU�TI�N ��#1EDULE AND ���L��hi�IN� O� W�RF( Pri�r to exec�ti�g lh� ��n#��cf, i� s�r�il �e the res}�ons�t�ili#y af th� �ontract�r t� f�r��sY� a s��edule outCinir�g the anti�ipaied t�me for e�c� pl��s� o� con�tru�tion wi�� starling �nd campl�l�on d�t�s, tncl�c�3rtg st�fflcier�t time ��ir�� �lkt�w�d for clean�A- �-'I� �A��7Y f2E�TF�i��l�i�� - VVORK NEAR Hi�H �1�L.T�►CE LI�VE� ih� ��Il�wir�g �rac�dures will �� foll�w�d regarding th� sublect it�m o� t��� �ontrac#; i, � warning sign n�t E�ss �I��� Five inc�es by �even i�rcl�es, pain#e� �elkaw wilh bl���C I�tters t�a# are legib�� �t twel�e ��et sh�ll be �k�ced in�ide a��d auls��e vehi�l�s suc� as �fanes, d�rti�ks, p�rver shov�ts, �rillir�g ri�s, �ils drivers, hoisting equlpman# p� �irnil�r �ppar�tu�, T17e warni�g �kgn �h�11 r�a� �s f�llaw�; "IN�1RE�iiV� - UfVLAW�U� '�� OP�RAT� TF�II� ��UEPM�EVT V1f�7�1JN �17C ��ET b� HI�H I�O�TA�E �i���." �. ���i{�m�nt that m��r b� op�rated wkthin ten f�et �f high valtage fine� sh�ll I�av� in�u�a#ing �ag��t�+�� of g��rd a��u# �h� bo�m �� arrr�, e�€c�pt bac]c hoes or dw�p�r�, �nd in�ulator Iknk�s �n khe II#t Yto�k co�rr��tic�ns. �, Wh�n ne���sa�y to wark wlthRn six �eet o� high voliag� c�le�t�Rc lir�es, notiF,cati�� sl�all be t�iven th� p�we� corr�p�r�� (�EV�ORE� who will er�ct tempo��ry rr���h�n€��l bafri�rs, da- er�ergize t�e �in��, or raise or l�w�� the lines. �I�� work �I�ne b� #h� pov�+�r cor�pan� sh�l� nnk b� �t the ��€p�ns� �f tha �ity af F�rt IN��t�, �"h� no#i�yi�g d�partmer�# shalf m�intain �� �ccu�ate log of a�E such c�fls t� �N��f��, ��d sh�ll ��cv�d aciia� ta�er� ir� ea�h c�s�. �, TI�� ���tractor t� r�q�ired to make �r�ang�m�n#s wi#h k�e ��f�{]R� ��mpae�� f�r the tempo�a�y relocatio� a� r�'tsing o� higl� volt�g� lines at the �or�trac#o�s s�l� cost �nd �xp�r�s�, 5_ �� pers�n sn�IC wo�k within s�x fe�t �f a h���1 volta�� fan� witY��ut pro�ection �avin� bes�n t�k�r� �s o�t�in�d in Para�ra�h {3}- E�- �I� BID QU�4NT1�1�� �id c���r�titi�s of the various iterR-is ir� t#�e pro�osal 2�r� #or campari�on a�71� ar�d rr��y not ��fEecf !he �c#uaC c�u�r�tlt��s_ Th�r� is no lirnit ta which � bid i�errx �an be i���eased �� Gecreased. ���t���tor shal� r��t be enkitf�tl to r�n��o�i�ti�n o� unit pric�s r��a�dles� �f th� #i�al measur�d €�u�ntiti��, To the ex�ent ti�at ��-4.� canflic:t� with thi� provision, tl��s pro�isi�ri �ontrols_ 1vo c���r� will b� consi��r�d for lost or �r�t�c�pated profits b�serl upori diff�r�nc�s Ir� �s#�rr����d c�uantit��s v�rsu� actual �uan�lt�es. D4 � S �LfTTIN� �� ��f��R�TE Wt3e�1 �7c�stin� C�11C��#� k5 Cu�, s�,ch c���s sha�l be rnade wit#� a���rcrate saw, A!I sawir�g sF��ll �� subsi�3�ry to tY�e ur�i� cost of t�� res�a�trv� �t��-n. ������ S��i � ���� � 4���� �• 5� V%I * 1�1�� Y■ 1� Dry 1� PF�DJE�T D��I�NA�T��N �I�fV F�ro�ect signs ar� req�rre�1 2�t �li I�c�t�or�s. !f sh�ll be ir� ��c�rd�n�� wi�h lhe a#k�ched Fig��f� �� {da�e� �4'f 8-��}, ?`h� signs m��+ k�e m�unte�! a� s�ids or p��#s. The Engin�er sh2�ll �p�rove the exact locaE�on� and m�#hotfs of rnau�rting_ Cn addition �� khe 4' x 8' pro�ecl si�n�, �foj�ct signs �C��II be a�ta�]�ed t� barrf�ac#e� 4is�d w��er� mar��tole re�rabilitat�o� or �ep�����rtent �s �ein+� �or�duct��l, �i��s su�pende�E from b��cadie�g s1�2��1 i�� pkaced �n su�h � tiv�y th2�t signs d� not int�rfer� wiih reflecli�e pai�� or �oioring on tl�e b�ericades. Barri��d� �igns s�ra�l be i� aeco�dance wa#n �igur� �0, except that th�y sf��fl be 1'��� b� �'-�" rn si�e. The inforr��atian b�� sh�ll ha�+� the �ollou�+i�g inforr�t�tion� �or Qu�siior�s �n thas Proje�k ��II: (8'E7} 8��1-83�6 i�!-F 7:�0 �m �� 4:�� p_rr�. or {8� 7}871-93�0 �ligh#s ar�d 1+Ve�kends ,�r�y and all cast for the re[}ur��d rrt�t�rial�, labor, and �q�iprn�r�t h���ssa[y f�r th� furnishing of �roj��t �igns shafl b� cansicfered as ��U�SC�lBf�+ co�t of the �rroj�c� a�d no addikianal �c�rrsp��salior� �v�ll b� allowed D- �� �ON�f��7E �I[��WALK A�1D DRi�IEVVA�Y F�E�LA�EfU��NT �1l Cocation� i� the p���ct wl��Fe r�a��� are r��uired #� b� �I��ed ur�d�r ex�st�ng si���v�lfcs �n�lor �r�v�wa�s, suc�r sadewalks andlar c�rlv��+2�ys sl�all be comple#�I� repla�ed for the full �xi�fin� width, b�lw�en �xis�ir�g �onstruct�on or exp�nsion joi�ts with ���� �s� c�r�cr�#e wil� rei�t��r�ing sit�e€ on a��nd cu��io�r in acc�rda�ce witl� �lt�+ of Foet 1No�#h Transpo�tatror��F�uk�li� IN�rf�� D�par��nen# �#�nd�r� �pe�ificati�r�s f�r ��r�struciion, Ite�n ���, �l locati�r7s wi�ere rnair�s are roq�ir�d to be placed un�er �xis#ing c�rb and �ut#�r, �uch curb and gu#��r s���ll �� replaced t� mat�h kyp� �nd �eom�try �f th� r�rr�oved curb a�d �t�#ter shafl b� installed in 2���ordanc� v�.+ith ��ky of �or# VlfortF� P��l�� W��s Departmer�� �tar�d�rt! �pecifica#i�n for ��ns#tuc#�an, Ite�n �i�?, I�a�rrr��r�t �or cuttin�, �ack�ill, ��ricrete, form�ng mat�riaKs ��d all ath�r asso�aat�d �ppur#�nances r�quir��J, s�taN be k��Guded �n khe square �r�rd pri�e of the btd i�er� for c�ncr�te sid�w�ak or d�iv�w�y te�air. �- �9 IVII��E��ANEOU� �L+4���E[�T �F MATEi�IA� 11+1�t�ri�! has be��ti ��lc�c�ted E7F1�Ef V��fOL�S �1� It�`i"['IS If1 ti1F7 �ropasal �o establish u��t pri�es far . rni�c�il�ne�us pl�car��nt of material, T��se r�7�terlals shal� be u�ed oniy wh�n dire�#��i #�y th� �ng�neer, d�p�nding on fieCd co�rditions, F���r��r�t far mis��llaneous placemer�t o� m2�t�rlal will be m�tl� �or or��� th�t �rnou�t �f rna��r��G us�d, rr��asur�d #o t�r� r��arost on��tent�r uni#_ . ��yr��nt for m�s���l�nea�s pia�errtank oF rn�#eri�l ��all be in accordar�c� with #.�e �a�nc���l �orttr�c# E����ment� reg�rd]�ss o� I�e a�t�r�l �€�o�nt �s�d f�r t�e �ro�ect_ D- �� �RU�HED �IME�TONE BA�KFILi� Wh�f� sp�cifced orr tn� �la��� or dlre��ed b� t�e Engir���r, �rushed L�rn�stan� sh�ll be us�d far Cren�f� ���kf�ll an #�is �roj�ct_ Tt�� rn�#er��R sl��Il co���orr� t� F�ublic 1Nprks �lae�dar� �p��k�ications for ��r��t ��d �torm Drai�� �or�str�ct��n D�vis�on � Etem 2�8.� - IV�at�nals an�i Div��ior� � It�� ��8.3 - Materials ��our�es, Tr�r�c� ��ckfill aer� comp�cti�r� shal3 me�t th� �r�r�� ��-1 � ��F�T C� 4 ��E�I�L ���II�ITI�i�� ee�u�rem�r�ts of E2-� Excavation an� Ba�icfill, �anstruction ��ec�ficatior�s, �e���al �ontr�ct Doc�rrr�e�#s, P�yment ��r c���hed lirrcestone backfil Proposal multiplied b�y trie quantrty of C�heass�re�er�t o� Backfill Nrateeials, Do��mer�ks, f�� �� 2:�7 C�1��F�E3E � in pl�c� shail be ma�e �t #he unit prGce bid in th� materia� �sed me�sured ir� accorc�a�3c� with E���.�� �onstru�#iar� �peci�icatior��, �r�d �e�te��l �on�r�c# Transpo�#�tion �r�cf F�ublic W�rk� pepartment typical sectFar�s for Paysm�nt ��d Trerrch Re{�air fo� 4Jtir�ty ��ts Figur�s 1 lhrough � r�fer to using �:�7 �oncrete as �ase r�pair_ �inc� thi� ca��- aut inciudes the vv�rd "��n��ele", tl�e consistent inte�pr�tat�on of t�� Trans�arla�Eon a�d 1'���I�c V+lorks f���artment �s that thi� ratio s�ec�fi�es two (�} �acks of ce�nent per cubi� yard af con��e�e, �- �4 TRE!lJ�H E}(CA1l�T�OIU, BACKFIL�, ##�}D ��N1PA�T���! Trench excavaxian ar�d bac�Cfl11 un�er parking I�ts. drivewap�, grav�E surfac�d roa��, within s����er�ts, ar�d wi�Y��n existin� �r fuiure R.O.VtiI, sh�ll be �n a�cordan�� wilh �e�tian� E"l-� B�t;l�fill and ���� Exc�vatior� ar�d B�cl�fill of th� ���efa! �ont�act Docur�ents and �pecific�tGons �x��pt as s�ecified herein, 1 TR�N�I� �}C�A�V�1T1�N: I� ��cord��c� witl� ��c#��n E�-� Ex�avat��n and BackfilC, kf the sl�t�G rn��r�rraurn tr�ncl� wGdths ar� ex�eected. �EtY�er t�rou�h �ccider�t or otherwkse, a�d lf #he �r�gF�re�r d�t�rmknes �ha� th2 des��n 1o�dl��s �f the pipe wil! be excee�ed, t�re �orrtra�tor wi�� be requir�d to suppo�t the pip� with an irnprov�d tr�neY� bott�m. �he �xpense of suc� r�nxedial rr�ea�ure� sl�all b� �ntirely ih� �or�tractor's own. �All frer�chi�rg apef�#ions s�all be cor�fin�d to lhe wid�h o� permanen! ri�F���-of-w�y� permar�er�t esse�e�r�s, and ar�y t�mpa�ary canstru�tion e�sements, �kl excava#�o�r shalf be in st�i�t �am�l��ne� v�ritM th� �r�ncl� ��f�ty �yst�ms Speci�l �or�dition af this documen#. 2_ '�`R�N��f �A�K�I l�L; Trer�ch�s whi�h li� outsid� of �xis�ing �r ft�lure pavement sY��fl b� �a�lt�ill�d ab��+e ti�e to}� o� kh� �mb�dme�t m�terial wilh Type "�" bac�Cfill rn2�t��ial, �xcavat�d ma�kerial use� for 7y�� "�" b�.�kfill must k�e rrkec�ar�ic�lly �o�pac�e� ur�l�s� #i�e �ontra�t�r �an fucnish #h� �rt�ir�eer wifl� satisf�c[�ry evidence #�t�t #I�� 1�.1. of t�� �x�ava�e� rr�a�er�a! [s less than 8. ��c� �viden�e sh�El b� a t�st r�port from an ir�dep�nd�n� tes#ir�g labora#ory 2rnd �r��s# incaude r�pt�s�ntativ� sarn�ies af �oils ir� a11 inval��d are�s, +�rit� � rr��� �howing t�te kocation afld d��th of t�te vario�s test hol�s_ If excavat�d €r�aterial is obvi��sly �r�nul�r irt n��u�e, �or�tai�ing IiEll� a� r�a p�asltc m�t�r�ai, #�re ��gir���r r�-�ay waive k�e #�st �ep�rt r�quirer�ent, �ee E'k-2.3, Typ� „��� or ��a,� g�ckf'tll. �r�� ��-�,i'i Tre�+�h ���l�f�ll �or �dt�itiar��E r�quirements, VlfF�en T�p� "�" bac+c-fi11 rrka��rial is r�ot s�i#able, at the dir�c#ion of the Eng�nes�, Typ� ,�8�� b�ck�ill mate�ial shall be u�ed. in ger��r�l, �E1 ba�k�fill m2�te�i2�t f�r #r�n�hes in exEs��ng pav�d sire�ts �h�lk k�� in a��or�la�ce with �igure A, S2�nt� rrr�teri�l spe�i�i�d in Figur� A s#�aIR b� obtair��d from �n ap�rav�d source and shall ��ns�st of d�rable parkicies f�ae �f thirr or elor�gat�� pi�c�s, lurn�s af �I�y. soil, Inam or vegetable ma��er and sh�ll �n�et the f�liaw�ng gradakfon� Less t��n '10°!o p��si�g tk�e #�C�� s�ev� F'.�, = 1 D or l�ss A��fd�iior����y, the cr�as�ed �Ir��s#or�� emb�drn��� gr�dat��� sp��ffied I� �e�ti�n �14� ���sh�d Lrrr7est�ne far Embedm�nt of ti�� �ener�l �antrack D�cum�n�s and �p��ifFca�E�ns shal� �� r�pla��d w�t� fhe f�ilowir�g: rrrr�� S��fi3 ��4�� � - ������4� �i��������� �iave �ize 1N � �i��� ,7i Qri �f � h'4 �'o Retair�ed ��'I 0 ^t�' f � �J'� V �V' � �Ef ��' � �� All oiher �rovis��r�s �fi this secx��n s��lt r�rr�ain #�e sarrEe. 3. TF�����J �{'�MP�1��IDN; F�II k�r�ch b�cicflll s�a€� �e p�aced fn iift� per E�-�_� Backfill. Tr�nches whi�h lie outside �xistir�g �r fut�re p�vemenks �I��€i b� cor�pac#ed to a rnir�irnum �f 90°YQ �tar�da�d �'ro�t�� Der�sity �A_�,T_M. �G�8� by means �f l��npin� on�y, �r�rrc�es wh�ch la� u�r�der e�€isting or fu#ur� ��verr��rrt shall be b��kfii�led per F��ure A with ��9�a �t��td�r� Prockor Den���y b� jet#�ng, rr��ch�rtical tamping, or 2� con�bina#ion af �ethads_ ��c�cfill rri����i�i to be f1'keCh��iC�ll� ���nped must b� With�� �-�°la of i#s o�timum mor�#ure cont���, �`h� top two ��� f�s# of sevv�� li�t� #renc�res and the #�� ei�Yrtee� (�8� an�he� of w�fer Ir�� rn2�y bc� ralled in witi� �rs�vy �q�,ip�nent tares, provid�� i# is pl���d ir� lrfts �pp�opriate ta t�� rn�te�ial b�ing r��e� �nd the opefa�fan c�� k�e perform�d vui�hp�t tEamage #o th� installed pipe_ Th� �Cit�, a# its �wr� exp�nse, wili �erform tren�l� �orr�p��tiar� iests per 14.�_T_M, s#�nd�rds o� �II �ren�h b�c�CfiH� �ny r�l�s#irrg re�}uitad as a r�sult �f f�il�re to carr�p�ct �h� ba�kfilC m�terial to rr��e� th� stand�rds wilC b� �# the ex�er��e af th� ��ntr�ctor ar�� +rwiil b� bi�led at the c�m€r�ercial r�tes as d�termined by t�r� �i#y, These soil d�nsity tests �hall b� ��r#��med �# tw� (�} f�ot vert��al inter���s begini3iEi� �t � I�vel two (�j ���� 2�bove #�r� lap of th� tnskalled �i�e �n�# contir�uing to th� to� of tl�� cor����ted b�ckFifl a# intervals al�ng #I�e trench �ot t� exc��rd ��� iin�ar f���, �he ��nkr�ctor wRll b� r�s�ons�t�Ee for provi�i�ng �cces� and ta•e�ch sataty s�stem �o tl�e I�vel of tre�tcli ba�f�f�ll #o i�e testecf. �Vo �xE�� ��mpe�s�tion wlf] be allow�d f�� exposi�� �he ��ckfill ��y�r �o �e fest�d or pr�v�drng #renc�r s�fe�y spstem f�r tests con�#u�ke� b}r tMa �ity. �. f�+1�A�UR��1E�l1" A�1D P�,YI1+l�iV�; �11 material, i�c�uding any ar�d all Typ� „8�� b�cfcFill, and labor �ast� of �x��+��tion and back�ill will be i�clud�d in t�}�� prEc� bid �e� R�ne2�r fa�t �� w�ter ar�� se�+�r �i��_ I�- �� P�1V�hlIE�iT REPAt� {��-1 J} Tk�e unit pric� bid u�d�� �#�e appro�ri�t� #���i k#em �f kh� pr�pos�l s�r2�iJ covef all ���# f�r �roviding paverner�t ��pair equ�l to af su��eio� �n camposition. thi��Cn�ss, etc,, #� �xistir�� p�vemant �s ��l�il�d in t�e Publi� �lVark� C1�p�rtrrke�� ty�i�al ���t�or�s fior �av�ment an� Tr�nch� Rep�ir for Util3E�+ �e�ts, Fi�u�es 'i theough �, �II requi��� p�ving �uts �h�al� b� m�de wit� a c�n��et� saw in ���,� �r�d str�Fght fir�� �n b�th �ides �f ihe �r�r�ch, a minirrrurn of iw�lv� �1�) ar�ches �u�sici� t�e trench w�ll�. T�e tre�cF� ��all b� bacl�fill�d ar�d t�e kop �ine �9} inch�es sh�ll b� frll��f vwith required maler€a�s �� �h�w�� �n pavirrg d�t2�ils, cornpacE��{ �r�d I�vel wif� �i�e flnisFred slr��# �urface_ 71�is f�nishr�� �fade sh�ll 1�� r�arniai�eql in a���+��e2�k�le ca�dttio� unti� th� p��ing has b�en re�l�c�r�, A�I resFd��7li�l �r�v�wa�� s#��II b� ac�essibl� a� ni�ht �n�E over we�l�encls, � It h�s been �et��r��ned t�y th� �-ransp�etat��r� and �ubl€c 1Norks Depa�#m�nt t�ra� t}�� st�ap of �xiskin� H�+1A� p�vern�nt b�tw2�e� #�,� exis#ir�g gutt�� and the o�f�� c�f the #renci� �averr�or�t re�a�r will not #�aEd �,p Mf su�;n strip af exi�ting p�vemer�# �s two {�} �eet �r f��s in �r�dtl�. 77���� ��-1� - - — ---- — - ��1�� � � ����r��l� �i��������� 7h�r�fare, �t th� 1oc�tio�s in #n� pr��ect +�h�re khe trar�ch wa1E is tl�r�e {3) feet ar less fram t�e I�p �f the exis[��g g�#��r, the ��ntra��or �ha11 �e requir��! ko r�move #i�e exi�tEn� pav�n� ta suci� g�tter, T�re pave�nent r�p�ir si�ali #h�n b� ma�e fr�rn a minimum distanc� of tw�l�� (9�) in�he� outsjde th� tr�ncC� wail near�s� tl�e �enter of the street to tl�e gutter lirte. ihe pav�mer�t shaEl b$ repla�eci witttin � rr��xirnum of �ive ��} workir�g d�ys, providir�g rob pl�cem�nl c�nditior�s w�ll ��rmit re�aving. IF ���+rr�g cor�dixi�r�s ae� not sui#abl� �o� r�pauing, in the o�inio� o� t�e �wnt�r, the repaving shall b� done at th� �arliest possfble c�a#e_ � pc�rrn3t must be ab�ain�d frorr� t�e D�par#ment of �e�gir�eering �onslructior� �ervi�c�� ���#iot� �y th� �v�#ra�tor in conf�rmanc� wit� Qedlnance �io, �q�� and�or ��dinar7c� ��, 7�� to rrrak� �.it�lity cuts in t�e street. The D��artmer�# of Er�girteering wi�l ir�spect the pavin� repai� a�ter ��r�s#ruct�o�, �I�is �aerr�it r�au���rn��l rrk�y be vuaiv�c� if wark Js b�it�g d�n� u�tder � Perfor���c� E3or�d an� inspect�d by t�� lJ��arim�nt of �ngin�ering. Cl- �6 71���1��k �A��7Y �1'�TEhh ���1��R� ALL 1�1�0.���7�� A. C��N��AL� This sp�cifi�a#ian �ovefis lh� i�ench sa��ty requir�rrier�ts f�r all #�e�c� e�ccavatians exca�din� d�pth of fi�ve {�j fie�# �n orc�er t� �rot�ct work�r� ffom ca�e-i�s. �he requir�n�c�n�s a� thi� item gov�r-r� all tr�nc�es fo� main�, rnar�h��es, vaukts, service lines, an�l all afh�r appur��nance�. T�7e d�sign Eor ihe trel�ch safeky sha�l be signed and sealed b� � R�gFster�d Praf�ss��n�l �ngir���e lic�r�s�� ir� T�xa�_ f�_ �T�,h1�ARD�: The la�est v�rsion of th� U..�_ Dep��trnent of ��bor, Qcc�pa#io��l ��#e#y �nd �-leallh Adrnir��sfratiar� �tandards, 2� �FR f�art �92�, .��b-F'a�l R- Excavatio�,s, �fe h�reby rr�ade a park of this s��c�fica#i�n a�� shall b� tfi�� minimum gou�fni�g re�����rr�er�ts ��r trer�ch saf��y, �. CrEFIN17`I��lS� �, T��€���k�� -� trencY� is re��rred #o a� a narrc�w ex��v�tion mad� balaw th� s�rfa�� of t�re ground in whic�r khe d���� is c�eeater than th� wFdth, w�er� the wi�tF� measured a# �he f��tEorr� is n�t gr�ater t�an ��fteen (� �} f�et_ �. B�fV��dii�� �1��T��i -���ching me�r�s �xcavati�� th� si��s oF a#rench #o f�rrr� ar�e or a series o� hari�or�tal I�vaC or steps, usually with veRi��l or r���,r-vert��al s�rf���s �etw�en I�v��s. �, SL�PIhl� �Y�T�M -�lo�ing m�a�r�s ex�a�atir�g f� f�rm side� a� a t�ench �k�at ar� ir�c�i�ed aw�}� �rorr� th� �x��vatian, �, �H��L.D S'��T�N1 -�haei[�s used in tren�he5 �re ��neealiy referr�tf ta as "tre�ch b�x��" ot '"#r�nch s#��eltis", �11��Id rr'���r�s � structure t#�at Rs abl� to wrthsfar�d t�e for��s �mp�s�d or7 i# by a cave-in and pr���c# work��s w�t�i� t#�e �t�uc�ur�, �hi���s cari be permansr�t str�uc#�res or ��r� b� des��r�ed to be p�rtable ar�d move a]�ng as �he v�+a�k pr�gr��ss�_ �hie�ds can be eitE�er pre-r�ranufactured or jab��uElE �r� accord�r��� with ��HA sf�nda�ds. 5. �H�RIN� �1'�7EM -�h��in� m�ans a stru�t�re �Wch as � rr�e�al hy�r�ulic, r�echana�a� ar t�mer system #hat s���orts tl�� skd�� of a tr�r�ch �r�d w���h� �s �asi�nec! io pr�ve�t cav�-ins, Shoring s�+st�ms ar� genefally compri��d of c�o�s-brac�s, v��tical rails, {upri�hts), hori�ont�l r�ils �wale�} ��d�or s�e�tir�g. � ar��ro� S�-� � ���T D � �PE���� ��I�DI�`l�I�� D. M�A�UF��A+1E�T - Trar�ch dep�h €s k�e v�r#icai m�as��eme��� Fr�m #i�e top of th� �xis��ng �roun�# #� tfite b�ttorr�r �� #�t� �i�e o� str�ct��es, The q�ant�ty �f trench safek� syst�ms sh�ll �� bas�d [�r� th� li�ear f�o# ar���nt of trer��h �epth gr�a�er ti��n �iv� (5) fe�t. �_ �'AY�VI�N� - Payrrt�r� �nat�ri�l�, eq�ipfne�t saE�ty syste�ns_ t sh�ll be full corn�ensa#��r� �of safe#y syst�r� design, lab�r, tt����, ��d in�identals ne��ss�ry for th� instaflatior� snd rern�val oF #ren�� D- �7 ��q�11TARlf �EWER MANHOLE� A, �ESVE�AL_ ��te �rrs�alka#ion, repl�cemer�i, anc#l�r neha�i�it�t��n af sanitary sewar rn�r�h�Ees w�IC be rec��ir�d as showr� on the plans, �ndl�� �s d�sc��bed ir� t�es� Spec�a! ��r��r��t �ocumer�ts ir� �ddi�ion ta �h�se loc���d in #�e f���d and ���r�ti�ed by ihe Engir�eer, All rr�ar��rales sf��ll be in �cc��d��t�� �+ith sections E"1-14 Nlat�ri�l� #�r �anrtary �ew�r Manhol��, 1!�lve 11a�lts, �kc,, �r�d ��-1�i V�ult �nci �lJan�ol� �onstr��tion af t#�s ��n���l �or�iract I�pr,uments antl �peci�ic�tions, ur�l�ss ��n�nded or s€�p�rs�ded by requ�remen�s �f #h�� ��e�ia1 �ondition, Ft�r r�ew s�+r��r Irn� install�tians, th� �anlra���r �Y��]! Eernpar�rJpy �lug all lin�s �t every oper� m�nhole und�r constr��tion Ir� prc�er to �C��� d�bris out of the dry s�rw�r lin�s The plugs sh�E� �ot be romov�r� �r�t�� the �p�l�c��l� manl�o�� complet� wilh ca�e s��ti�n h�s �e�n car��t��ucte� ar�d tho 1Gd Inst�lCed to ke�p �ut d�bris �� � r�s�il of �dditi�r�a! �or�s#�u�:tFs�n_ . 1. ��kV�,��7"� ���l..A�2S; �or�cr��e �okl�rs uriil b� ��c�u�r�d ��t �kl m�r��tor�s sp��€fied as p�F Flg�re 9�'f. �_ 1N,�TER`�I�Fl7 �A�1H��� I�t�EI�T�: V11�t�rti�Yrt gaskek rr�a�hoi� i�serts shall #ae �ns#�Ile� ir� �fl s��R#��y s�wer rn��h�l2s_ Inse�ks shaf� b� c�nsttucted in �cr.��dar�ce wi�k� �'ort Wortl� W��er Dsparfinent ���n�ard E1CiQ�� ar�d shall ba fitt�d �r�d inst�llec� a�cordier� to t�e ma�ufact�rers r�cor�rm�nda��ons, �tair�l�ss �t�el rnanh��� €r�s��ts snal� b� re�uir�d �or �fl p3p� dRamet�rs 18" ar�d g�e�#er, �. LI�� F��LE�: A�I IiFt halas shall be p�ugg��l wi#h ��re-cast ��r���$#� plug, Tl�� I�fi hale sh2�ll be se�l�d on t�e outside c�f the manhaE� wi#� F���-rr�ek oe �n �p�ro�red ���al sea I��t_ Tk�� �if� h�ie �h�ll be s��l�� �n ih� �ns�de of t�� manho[� with qurck �ett3ng cernent grout, �. �IE�1�1i. R!M E1.E11ATl��i�; N1�e�l��fe ri�s in p��kways, ��w�rs and o#h�r impr�v�d la�d� shall b� at a� eleva#i��r r�al rn�r� �han �n� �1� r��r les� than one-h�lf {1��) ir�ch abov� th� su�ro�ndir�� �rou�rd_ Bac�Cfilf shall provid� a uniForm sl�pe frorn tl�a t�p of m��h�le c�s��n� f�r r��t less #�an tl�fee {�� f��t �ach direct�or� ta ��is#ir�g fln€sh gracfe a� th� gr�un�. Tl�e grad� of �IC s�r�ac�s sk��ll b� c�e�k�d for proper slap� and gr�de by �trirrg fini�g tl�e er�tare a�e� r���rded neaf khe rn�n[�oi�, Marrt�ole� in o�en fie�ds, u�impr��+ed E2���, or drainage �ours�s sh�l� b� �t �n el�v��ron s�rown on th� �rawir7gs or rn�n�r��� of � i���es �hov� gra��. � 7 �� �� �AI�HOL� ��V�R�; AI� lids s#�alf Y�av� pick sEo#� in lie�u of pi�€� hole�, Niar�F�ole fr�rr��s and c�v�rs sh�ll be h+�cKinley, 'T`YP� �3, wiih ind��te� #o� ti�si�n, �F et}u�l, w�th pick s�ats_ ��ver� �t��al ��t �iush wi#h the rirn o� lhe fr�rn� a�d shaH h�v� r�o far�e� than 'E��-inch ga� b�tween li�e �r�me and cpver, Searir�� s��rfaces shall �e �n�cl�ir�� �inis��d. Loc€cir�� mar�i�ole dids 2�nd fra�es wi�l b� res#ricte� ta i��ati��� �v�thin ��� 100-y�ar flaodpla�n and ����� - — - --- — — ��4�� � ` J����r��� �r�����;��i� �rea� s��cific�liy d�sign��ed �n th� }�I�n�. �erta�n t��d I�u�tile kr��t hla�flho�e 1�Ids ar�d Frames are �cceptabEe for �se wn�re Io�kir�g lids �re sp�ciP�ed. �, SHA�LL�V1� �C�N� N�AiVHD�E�; �#���low �nanhvae co�s�ruction wlll be �s�� wh�r� rr��nhole d2�th �s ��ur (4} feet of 1ess, All s�rallow con� manhaC�s shall b� bu��k in accor�a€�c� witn Figur� ��5. All sl�aN�w �or�e r�anhoEes shalC hav� a casl I�on lid a�d fr��e witf� pick slofs, N�T�.; MAIVHOL�� PEFt FI�UR� � Q6 WILL N�T 8� AL��1NE�3, 7. V��1��-l�L� �T���_ hJo r�anhote steps are t� be inst�ll�d on �n� s�nit�ry s�v�+er manhole. �. EX�'ER1�R �URFA�� �OAT�N�: Exteriar surfaces o� alE �anhol�s sl�2�11 f�e t�ax�d �n+ith �vo rr�op coa�s of c�al tar ep�xy, ICoppers "Bilurr�astic �u��r ��rvi�e 612��k" fn�r�ec "�B- �50 �ieavy Trr�r�ocol," or equat �a, � mF�irn�m or 14 mils dry film thic€c�es�, 9, �f�hJHOLE �IOIEV'� �EA�.Ih��: A11 �r�teeior and�or �xter�or �otnts on concr�te manY�ol� sec#iar�s construc#ed �o� the �it�+ af F��k 11Vorth W�ke� De���r#rr7en#, �x�1t��far�g only t�e j�ir�ts us�ng a trap�etS ��rpe p�rformed O-rin� rubb�r gask�t sh�ll requirc� �itur���ti� j�ir�t se�la�ts as per Figur� iVa. This seala�# �ha�l ba p�e-f�rrn�d ar�d trowelsble Bktum�st�c as man�fa�t�t�d �y �Cent- �ea�, Ram-�lek. E-� �tRck, or equal_ The �air�t sea�e� sh�ll bc� sup�li�d ir� eitl�et �x�rudeti pap�e form ar suita�Ee cross���c����al a�ea or flat-iape �rtd shell be s��e�! �s recomrrrer�d�� by tF�e man�afacturer ar�d ��proved b�r the E���r��er. �h� �oin� seale� st�all b� protected b� a sUita�E� removs�Ee wr��pet �r�d sh��l n�# �n 2�n� w�� tkepend on ax�d�tion, evap�fa�ion. ar ��� oth�r ch�mic�l acti�n for e�#h�r it� �dh�sive proper�i�s afi cat�esive str�r��#h. The Jain� s��ler sh��l �errtakn to�ally fEexlE�le w+�hout sh�inkir�s�, �+ard�n�ng, �r ox�di�i�g re�ardles� �f �he I�r�gih of tirne �t is �xaosed k� th� �lemer�#S, 1'�� m�nu�ar.tur�r sha�rl f�,rr�ish an aff�davit a#testing to tE�� s�cc�ssful use of the product as a p��•�ormed f���cEi�le joir�t se21�n� on �oe�crete pipe ar�d nlanhol� s�ctiar�s for a periad of al le�sl fi�ve years, B, �����TI��,1: k�l�TALI._A�EC�k� �� .!�l�1� ��AI.A�lT; Ea�h gr�de �djustrr�en� rin� ��d manh��� �r�r�s shall b� ���i�d with th� a��ve-s���i��ed rr��teri�ls, AA s�arf�c�s to t�o ir� �or�tsc# wit� t�� joint sealant sh��l be t��rn�g�iy cle2�r�ed o� �liri, sa�d, rr�ud, or olh�� fof�ic�n rr�ait�r, TI�� r��ar�ufactuter shal� a�pl�+ � prFmer ko all �u�#ac�s pri�r ta ir��talling the j��nt se�lan� in accordan�� w�th !he recorrfinend�tior�s �17e protective w�a���r sl��fE r�r�ain on #he joir�t se�f�nt ur�til irnme�ii�tea}� prior tv #he pEa��merrt �f th� pip� ir� the trench, A�ft�r removaf of �h� prote�tiv� wf�pper, ihe ��in# �eala�t strall b� ke�t �l��n, €nst2�fl �r��nss �nd �over �ver �anh�le oper�ir�g witF� #l�e b�ttorn o� t�e rir��s r��kir�g orr Bltum�s€R� �oi�t s�aler_ �r�m�� and gr�de rings s#�all �est an two ��} ra+r,rs �ins�t�e �n�i ou�sid�) of Bitu�tlasi�c �orn# s�aEer. �. ��A�.IiV� f�f�Dl�� ApJU�TIh�� E}CE��`IN� MANNO�E�' �x��vake (r��#�r��ul�r f�ll d��#� saw cu! if in p�vem�n!) a�ijacent �o tt�e m�nhol� to exp�s� t�+e entire rnanhole fr��n� �r�� � mFn�mu� of 6 i��h�s of t�e rnanhole wail k�aping th� si�i�s of ti�e teench n�ar��r v�r�rc�l. ����s�ox SC-�7 ���� � - ����1�� �r�4�#�I�I��w7 F2�r�tove mar�ho�� fr�rrre fr�m the manh�l� s#��actur� �nd obs�rve th� �o�rdiiior� of #he �r�m� �n� grad� rings, An� frarn� �r gr�de rin� that �s not suitable f�r �se as cf�#��rnined by #�e ��gin�er sh�ll �e r�pEac�d_ �rad� r�r�g� t�a# aFe cor�s#ru��ed of brick. b��cEc m�terials a�h�� th�n pre-�ast cor��re#� r�ngs, or wh�re necess��y �nd ap�fov�d �y the �r����eer, shal� be �e�l�ced v�ith a p�e�cast ffatt�p �e�tl�n, Pr�-cast concrete rin��, or � pre-�a�t concr�t� f3attop sec#ion wifl b� the onfy a�j�slr�er�ts aklow�d, l� bri�k ar b�ock n7�nholes, �eplac� �he �pp�f p�rtion �� #he rnanhole #o a p�int ,�4 inch�s below ��� fr�rne, If the walls �r cone sect�on b�low t�is �ev�l ��� structural�y �r�sound, notify t�e Eng�n�er prior to repl�cem�nt of the grad� rin�s ar�ct r���}��[e frarr7�, ��isting br��kwvrk, if damaged by �he �onlractor, shall be r��lace� �t #h� �on#racfo�� exper�se, 1NI�e br�s� manhol� fr�rr�e ��d �xpos�d rnar+hof� s�rfa�es t� rem�ve dirt and loose d�bri�. �aat �xpose[� m�nh�f� s�e#a�es wi#� an ��pf�rv�d band�rt� ��ent followed by �r� �p���c�tion of q�iick� s�t�krig hy�e2�ulic �e�n�r�t t� �eavid� � smooth working s�ri�ac�, If t�r� Insid� cia�m�t�r of ihe mar��ol� rs ko� i�rge to safely s�pport new adjustrrten� rir�gs �r ffam�s, a fl�� fa� secEi�rn sF�al1 b� instailet�, J���t surfac�� be�w�er� the Frames, ad��,s#rnen# rings, and cone s��tion �h��l b� fre� o� [iirt, st�n�s, deb�i� and voici� to �r�sure � w�ter#igh# s��l, Pl�ce Flexit�ie ga�ket ��ir�t materf,aR along the �nside �nd outside �dg� of e�ch joinl, nr use fraw����fe male�i�l �r� lieu o# �ro�fo�rneG gasicet mat��i�l, �osi�ion the b��t# jair�t �f ��ch l�ng#i� �f join� materi�� nn opposite sides of th� rnanhole, Na st�el sh�ms, wo�tJ, sta��s, �r ar�y m�t�ri�l not specific�lly �ccepted b�r the �ngin�er rn�y b� u�e� #o �bt�in ti�ral s�r��c� elevatk�n of fh� manhoJ� frsme_ le� paved �r��s or f�tur� p�ved areas, cas��r�gs sF�al! k�� inst�lle� by ��in� a s#raight e�g� not I�ss tl�ar� t��r (��} f�el ior�g so tF�at #fi�� t�p of the ��sting will conForrr� to t�e sEop� and fn3s�t �I�vation of Ehe p�vec€ �urfsce. il�e to� of th� ��stir�� sh�ll �e 'l18 inck� b�Gow tf�� fin�s��d �lev�tion_ Allow��ces for the cor�pr��sian of kl�� j�irr� m�t��r�l shall be rr�ad� to assufe � prc�p�r fir�aC graQe �lev�ti�n. �. ��(PQ�ED EXTERIOR ��Ji��A��S' A�II ex�osad exteriar su[fa��s sh�l1 �e caat�d with twa rriop �oats af coal t�r epoxy, �Copper "B�turn�stic ��pe� ��tvi�� �iack'"; Tn�rne� "46- �450 FEe�vy Trr�mecol", c�r e���al, to a minrr�ur� �t 1� rniE� dry Film thick�re�s. �. T�� ex#�riar surf��� of all p�e-���t ��ct�on joi�t� shall b� l#toro�ghly cle�n�r1 v�rith � wire bfiu�h �nd th�� w�te�prc�o�ecf +�riti� a 1J�an�l� tl�i�lc c��# �� trow�C�E��e bi#url�astic �oint s��l�nt #r�m �-ira�hes beCaw #o �-i�c��s abov� �he 1�int, TY�e c��tet! joint sh�ll ti�en �� +ur��p�t� w�th � rni� pJas�ic ta �ro�e�t the s��l�n� fram d�rri�ge durin� b��k�il�ing, �. ��A�S�R�N���l�` Af�D P�1'��#�T; Th� �r'tce k�i�i f�r ��w �'n��ha�� ins#�Il�tior�s �h�ll rn�l�d� aIC [abor, �quiprt�e�i, a�rd mat�rlals necessary f�r cons�ru��t�on of th� manhofe incl�,din�, but noi limi#�d �a, joint seaiin�, lift hole s��ling �nd exk�r�or surface co��lrr�. P��+m��# s�lall r�ok in�3u#e paverr��nt re�lacement. w�ich if req�ir�d, �halC b� �raid se}��r�tely, Tf�� �r�c� ��d for recons�ru�li�n of exis#in� rnanhol�s shal� inc�ude a�C I��or equipmenf �r�d r��k�rials ne��ssary for ��ns#r��#i�� of now rrr�nho4e, iri�ludin�, b�l r�ol limi��d tp, excavatian, I�acicfiRi, �lisposal of materials, �aint �e�lln�, �i�l hale s�aling an� �xieri�r s�r�ac� � ������ ���18 ��F�T � - �P��I�L ���#D�TI��I� c�atR�g_ Payr�ent shall n�# ir�c��de pavernent ��p�acerr���1, whi�h if require�, shalt b�a p��d s���r�tel�, The prlce �id Fot adjus�ing �r�dlot s��lir�g o� �xisting manfi�oles sh�El ir�clud� all kabor, squipr�ent ar�d r��t�Tial� necessary for adjusting �n�i��r �e�iin� #he m�nh���. �ncluding b��t r�ot limkt�d to, joir�i seali�g, ]ifE hol� sealir�g, ar��i ext�rior su�face coa#i��, Payn��t�� foe c��cr�te col��rs will be made per ea��, ��y�ent for manh�le ir�serts wiil b� made �er �ach, D- �8 �Af�IT�#RY �EYVER ��Ft�ll��� Ar��+ r�connect�o�, re�ocati�n, re-rau#�s, replac�ment, or r�ew sa�tit$ry sew�r s�r.+ice s��ll b� req��red as shown or� the plans, andlor as de�cribed ie� th�s� �p��ial �onfa�t Docurnen�� ir� addition to tl�os� localed 3n th� fi�ld ar�d id�n�rfi�d b}� th� Er�g�r�e�rr a� ��t��+e sew�r �ap�, Th� serv��e cor�ne�#ions shall �e c�r�str�et�d b� #h� �ontrect�r �itili�€�g �#�r��lar� �a�t�ry rnan�fa�tur�� t�es_ �ity appr�v�d fac�ory �nanufact�red sa�dko iaps r�ay ba us�d, bt�t on1y+ �s cl3r�c��d by #h� �F���r�eer_ Th�� d�c�sian Ea us� saddle taps as o�pas�d #o le�s �half b� rr�a[te �r� a cas�-b�r-c�s� basis, 7'I�� �ontea�tor shall b� responsibl� for co�r�inatinc� t#�r sch�d�iir�� �F tap�ir�g crews with buiE�ing owr�ers and #t�� Engin�er tn ord�r #hat ��e war� �e perfarrn�d in �n ex�editious r�rani�e�_ � mini��.im of �4 hour� advar�ce r�a#ico s#�all b� given w�ren #aps wi11 be requ��ed_ ��vered s�n+ic� �onr�ections s�ralC b� rnai�tai�red �s sp��kf�e� �r� s�c�ia� �6-6.��, A_ �E1�VEF� ��R1fl�� R���i�EVE�TI��; 1+Vh�n s�w�f s��+Gc� rec�r�n�ctio� as ca11�d �ot the �ontr��to� shall �erlicail� adjt�st tt�e exi�ting sew�r service lin� �� req�ired f�r ��car�nectiar� and furr�F�h a r�ew iap, ihe fil#ings us�d for v�€ti�al adjustrn�ni shall �on��sk of a m�ximum �end of 45 degrees. �'he #�p s�r�ll �� locaied so a� ta li�� up wGth kh� se�-u�ce I�r�e and avoi� a���+ i�orizor�tal a[Ejustrnent, Fo� ��err c�t ��plications, �II sanit�fy sewer servic� lir�e� sh�ll i�e �epa���d #� the pr��erEy br e�ser�er�t lin�, or as dir��t�d by t�e �r���r�e�r_ �ar�itary s�w�r �ervEces �r� sewers beir�t� r��ai�ili#ated �sEnr� pGpe e�lar�ee�r��rt methods sh�ll b� r�p�ac�� �o the property ar eas�rne�rk li�e or �� tf�rect�t� b�r the �ngin�er_ Pr��edur�s G5#ed bel�w �or ��we� ��rvice Repl�c�menE shal� ba adYrored to for the instalia#{o� �� �rty s�w�r ��rvis:� line ir�cluding t[�e i�ci��r�tal Po�r (�j �eef of se�v�ce lin� which i� includ�d in t�e pri�e bkd for �a�,ttaty �ew�r Taps, J'ayrrt�nt for woek �uch �s b�ckfilf, sad�iles, tees, f�ktings inc��ie�tal four {�� feet af se�vice lir�e and �!� oth�r ass�ciated app�arten�n��s �equi�ed sh�l� be in�l�d�d in #he pri�s bicC for �ar�itary �ewer Taps, �, �EV1fE� �E�VI�� E��P1.�4�EM��1T: �!1 b�aiEdi�r� ��+�r�� servi�es e�co��rfer�d durir�� c�nstru��ior� sha�l be adj�ste[t ar�dl�r r���ace� �y the �ontracto� �s directed �y th� �r�gine�r as required for th� connectEon af th� s�wer s�rvice line_ if t�� s�wee s�rvi�� line is i� su�h �ar�diti�n or a��us�ir-�ent ne��ssitate� the re�Eacement aF #he s�w�r serv�ce li��, �ll worl< sh2�ll be p�r�arrrted by a Ir�ensed plumb�r, Th� Er�gir���r shaal d�terrr�Rne th� len�tl� af ti�e r�placerrten#, Afl s�w�r se�+ices s�all �e it�s#�II�� �t � minirnum �f two {�� p��cer�t sla{�e ar as ap�rav�d b�r th� ���in��r_ ��r s�t�at��ns ir�vol�i�g s�w�r se�+ic� r�-r�utin�. w#�ether on publ�c or prk�+a#e pr�p�rty, #he �Rty �ha�l pr�vid� lir�� �r�ci grad� for tl�e sewer servi�� Jir�ss as sh�wn on tl�e pr��ec� piarrs, 1�rior #a In�t�llir�g t�re ap�licabl� s�w�r mair� ar lat�ral and the n��es�ary service Rir��s, tF�e �ontractar shall ve��fy �by da-hol�ng at the bt�ildin� cieaa�-�utj the elev�tions {sh�wr� vn �1�e pi�ns} �.i �h� buii[fir�g cle�n-aui �r�d �orn}��r� t�e d�t� with tl�e elevation �t #�ae p�o�osed co�,n�cli�n poi�t an th� s�w�r makn. In �r�Ee� #a er�s�,re t��� t�r� tv,+o �2} p�r�ent mi�ifr��rr� s�ope �or �s s���ifk�d b� #he �rrg�neer� require�ner�t Fs �at�sf��d, Eleva#i�ns shail �l�o bc� verF�t�d �t �11 k��nd loc�#��ris on the s�rvice f�-rout�, All app�ica�le r rrr�� ��-� J ���� � ` J����r��� ���V������� sew�r �2�ins, lat��afs and affe�cled servic� lir�es that are anst�fl�d withoui pr�-��nstrucl�on �e,hc�firrg at #�e a�fecte� r�sic�onces {to verify desi�n e�e�+��ior��� sk��ll be r�rrt�ved and �epl��ed �� n�c��sary a! the �antr�,ctor's exp��7se in th� �vent gra�� co�tifli�ts are bro�Gght to lic�ht aft�r de-F��ling is �ondu�te�E, �0.a1 e��va#io� inforrn�tior� obtainod b� #I�e ��ntr��tor sh�ll be s�ibmitted to the I�spect�rr. The �r�girreer ��all be €mmedialeky n�tE�i�d in k�e �v��t ��rat #I�� tw� {2) p�rc�nt �-nir�imum sl�pe �s r�ok satisfi��. IF the �ontra�#or d���rrr�inss that � dlff�rent a�ign�ne�� for th� ��-route is rr�ore b�nef+�ial ti��n shown on �h� plans, t�� �on�r��tor s�all abta�r� and s���rr�i# �il r��evant ���vatGor� info�m�tion for the n�w alignrrten# to #t�� Inspa�tar anci s�rall �e r�sp�ns�ble �or ens�rRng t��t th� twa ��} parcer�k minirr�t�rn gr�d� �or as ����o�red by ihe Engin�erj i� �atistae�6, Priaf t� ba�kfilli�g, �E�� ��ntractor sha�l d��b1� check t�e gr�tle �� ihe install�c� �erv�c� lln� �nd s��brnit sign�d doc�m�ntation v�rif�ring that th� tin� h�s k�een install�d as desi�n�� #o the Engin�er. 7h� ��ntr�c#or, at its s�le exp�n�e, s�all !�e r�c�uired ta ur�covee any ��wer ��rvic� �or wl�ich no g�as�e v�rificat���r h�s been submitte�i, �111 re-r��t�s ti�at ar� r�ot Ins#�11ed as desrgnerl �r faii to Fneet th� �it�r c�de shall be reinst�lCed �i #i�� �o�#r�ctor`s e�c��r��e. �I�� �or�tractor shaq �nsur� that the s�rvlce ]ine is backfi3lt�d �nd corn�acte� in ��cor�an�e witi� the �ity Plumbin� ���ie_ �onne�kin� �o th� existi�ng s�we� ���v�ce 1i�r� �h�all b� rx�ade with �p�fo�riate adapt�r �itkin��_ T��� fikling s�r�ll be a uretha�� or ��opre�e �ot�pt�ng A.�,T,M ��42� with serRes 3�� siainl��s siael cofn�ression straps. The �o€�tra�tor s���l rern��+� the exi�ting c��an���it and �I�g the abandono� s�wer s�rvace 1ine, T�te carttractor sh�ll �rti�ize sch�dule 4� P1l� fa� �A sar�iE�ry s�w2r �ervic� ra-rou��s or relo�a#iar�s I�c��eti �n p�iv�te pro�erty_ ��rrk�ermor�, the conk�ackor si12�E1 ��tiliz� t�e �erri��s of a 3icen�ed plum�ar for a!I s�rv�c� �ir�� wark on private pro��rky. Permtt(s) r�ust 1�e obtair�ed from the �i#� ot ��rt Wortt� Dev����ment D�par�r�i�r�# for �II service Gn� w�rk on �rivat� ��op�rfy and al� wo�� relaled to t�� ser�rice Gne �ust be approv�d b� a��ty �f ��r# Wor�i� T��ur�z�ir�g Ir�sp�ct�r, �4 c�p� of tF�e plumbin� �errnit sha�l b� prt�vided #o �tr� �n�ara�e� prior #� t�egrnning w�rk on th� sanitary sew�r s�rvic� re-rou#e �nd ptoof of fir�al �ccept�n�e b}� th� Pium�ing Er�sp�c��r �hall be peav�d�d to the �ngine�r upan c�mpletio�r o� #�ie sar�i#2�fy seu�er re-rout�_ Payment for work and ma��rials such as backfiEl, removak of exis#It�� cle��-outs, p���g��� �k�� ��ae�d�ned sew�r ��rvrce li€�e, dau�€� c�le�ki�tg th� grado o� ii�� In�tall�ct servi�e IRne, pip� filtings, s�rface r�skoeatEon �n private p�oper#� (t� matcl� existing}, and ��I �the� associafed w�r�C �or s�rvic� r�pl��emen#s in ex��s� of to�r ��#) �ir���r f�et shal� b� ir��l�ded in th� �Ine�r foo€ pr��e f�id for san�ta�y s�r �er�+��e Ilne repia�errk�nt c�n �rrvate pr���rk�+ �r �rub�ic ri���t �f way. Payrr��ri# f�r al1 work �r�d me#��i�l ir�volvi�g th� .�kap,� s�all b� inckud�[� ie� ##�e pric� bid €or sanitary ��wer �ervic� t�p�. D� 2J �EiU9�VA�, �A��.VAC��, AiVD A�B�0.ND�N�hEhlT �F �}�f�Tlf�� FA�ILITIE� An�r re�r���+��, saavagrng a�ndlor �bar���r�rner�t of �xistkng Fa��ii��es �vill n�cess�ril�r b� ��q��red as show� on ��e p�arrs, and�or d�9Cfi%�C� ir1 th�s� �p��l�l �Ontract DaCklrr'r��ItS in additio�l #p thos� ���ate� Fn kh� ��e€d and ide�tified by #he �ngin�e�, 71�is work shall b� �i�ne in ac�ord���e wi#h �ec#ion ��P1.5 �alvaging of i�at�rial ar�d E�-�.7 RernavE�g f�ipe, of the ��ne��l �on�r�ct Dac�rnents and ��ecific�t€�t��, �nless am�nded or �up�rse�ied b� ��q�air�m�nts oF this �}��cia� Gondi#iorr, A_ SA�1�f��� �F �}CI�Tif�� V�A7�F� lVIETER �iND �iE7'�R BOX: �xis#ir�g w�ter me#er ar�d �'neter box s�all kre �ernov�ct ar�d rekurned to kh� Vl���er De��rtm�n# war��ro�se by ti�� �or�tractar in accardan�� wi#� �ec#ior� ��-1.� �alvaging o� Ma#erials. t�r�r�roa ��-,2� ���� � � ������� ���������� B. �AL1I,��E 0� ��ISTIiVfi WAT�F2 h+1Ei�R �1EJD �DN�I���'E VAU�.T �.ID; Exis���g wa�er m�t�r and concrote vau�l lic! shall �e remov�d and ret��r�ad to #ha 1N�t�� f����rtrr�ent w�r�ho��e �y th� �on���Ear in ac��rdar��� wtth ��ckia�ti ��-1,� �alvaging af �lat�rials, �h� concr�t� v��tit shar� b� derr��iish�d in p1�ce #o a point n�# E��s ihan 'k8 in�hes below �inal grad�. Th� �a��r�t� v�.uEt sh�ll then �e k�ackfille� an�l compa�te�l in accordan�e wit� ��ckfill rne#Fr�� as specEfi�d in ��ct��r� ����_J B�ckfill, �ack�ill r��te���l sh�ll b� sutta#�I� excavateci rnaterk�G appr�ved t�y #h� En��neer, ��rf�ce reskor�ti�� shall be c�mp�tG�le with �xis�ing sur�our�ding surface and �r�,�le_ �_ �A[.11,��� �� �}�1�1`lN� �II�� �-11f�F�ANt�; �xi�#ing fire h�cirar�t� sF�al1 �� e�movad ��td r�1�rn�d to #he 1Nater I��parkme�t w�re�o�se by t�e �or��r�cta� in a�c�rdar�c� wit� �e�ti�n ��-'�,� �alvag�ng of i�a��rial�. �he voici shaEl be ba�kf��l�� and cornpacte� in ac��rdar�ce wiih ���1c#ifl m�#i�o�E �s s�e��f�d in ��cti�r� ��-�.9 Backfill, Backfill rr�a�eriel st�all be suita#�!� excav�teci rr��t�ri�] �pprc�►�ed �y th� Engir����, .5u�fa�e r�staf.�tio� sha�l �� corr��a��hte witJ� ��c«kir�� �u�r�undRr�g sur�a�e an� grade. I�, ��ll.IfA�� �� ��4��7kfJ� ���`� 1�A�1l�= �xisting �ate� valve a�r� valve box and 1id sf7al� b� remo�red a�d re�urn�d �o [h� W�#�r []epartmer�l w�re�ouse t�y t�e �bntractor ir� accord�r�ce w�tl� �ection ��-� _� �alv��ing of hA�#eria�s, 7�� v���i ar�a caused #�y �#�e valv� rem�vaf sk�al� be t�acl�fal�ed �r�d compac�e� ir� ac�c�rdan�� vult#� ba�kfill �rethod �� speci�ie� ir� ��cti�� ��-��� ���ltFill. ��ckfil! rn�#�r��G sh�li �e suat�bl� �xc�vated rr�ateriaa approved ��r tl�e En�ine�r, ��rface resfara#ion sY��]! be compa#ibl� wi�l� �xisti�g surfo�n�ing su�€ac� ��d gra�e, I� t�e v�1+re i� ir� a concr�te vauEt, th� vaull s�all be �ler�olisk�ed �n ��ace to � poir�t n� ress #�ran 1 �" b�low finaf �r���, �, �$A�VDOh�f1+l�txfT �� E�[�TIh1� �A7C VA�L11E; �xis#ir�g c�ate valve and box iid sh�ll be �1�an�t�n�d �y first ���sin� th� v�lve t� tl�e full� clased p�siti�n ar�d demaltshing tl�e valve b�x in p�a�e tt� � p�kn� rio€ less Eh�n 'i8 inc�tes ��lav�+ final gr�de, �ar�cee�e sh�lk tl�en I�e used �s back�fill ma#eri�l to rrtatch exis#ing grade_ F. ABANDDI�!l�+1��VT �F �Xf�TIN� 1��4LJLT�: lfa��l#s t� be d�molrshed in �kace �l�aal I�a�v� kop sl�b and IEd rernov�d ar�d v�ult w�lls d�molEsh�d to � po�nt n�# ���s t�an 'k8" �o�aw fir�al grade_ Th� void ar�a caus�d s�tall then be bacEi�illed ��d �orrR���t�d irt �ccardar�c� wilh backfil� method �s s���ffi�d in �e�tion ��-�,� ���k€ill, B�ckfill m�kerial sF�aEJ t�e sutt�bGe �xcava�t�d rr����ra�l �p�rov�d by kl�� Enginee�', �u�f2��e �est�r�tion �ha11 be c�m�akible witi� lh� �x�stir�g surr�undir�g �ra�e. �, A�AE�lD�[�h+lEf�T �T NtAEVE��LE�; �anl�ofes t� b� abarrdo��� in p��ce sh�ll have �II p�pes enter�ng or 2xiiir�g t�e st�uct��e pleagged witi� leart con�ret�_ Manl�ol� t�p �r c�ne sectian sY�2�ll �e r�rnov�d to #�rs top o� tha full ba�e�l dis���ter s�ctlar�, or to }�olr�t not 1�ss than 1 B incl�es b�1ow fi�aC grade. Th� str�ctu�� �hall th�n b� back#i���d an� c�rr�pa�ted ir�� ��cor[i��ce wi#l� ba�kf�ll n�eli�od �s sp�c�fre� In �ection ��-�,� B���CFikl, ����Cfiill rr��terral �a� �e �a��er cl��n wa�#�e� sar�d �f clean, �uita��� exca��r��ed mat�rial approued b�r �h� ��o�in�er. �urface r�starat�on shaN bc� �ornpatlb�� with surr�ur�din� servi�e surf���_ �ayme€�t foE w�r�c inv�Ev�d i� backfilling. p[u��rn� �f pip�{s� and �II o�h�� appur���ar�ces required, sha�l �ae ir���u�ed k� #hc� ap�eo�ri�t� �Gd �lem -�,k��ndon Ex�sting �ew�r Nlanhoie. H, RE�1101fAL QF A+1Ak��k�L��= N1�nh�ie� �o be rernoved �h�ll havo all p�pes er�#e�ing or exitln� �h� ��r�c�ue� r�is�anr��ct�d. �h� cornpE�te man�rol�, Irr�luding #op or car�e seclion, ��I full t�a���� dkamet�r sect�or�, and ��s� s�ctian shalE b� r�move�. l`k�e �xc�uat�on shall th�n be ���kf�lE�d �n� carn�a�ted ir� a�card�n�� w�t�1 t���kFi€I rnethod a� sp�c€f�ed �n ��ckion ��-�.9 � rr�sros S � �2 � ���� � � ������� ���������� Bacicfiq. ����C�ill m�#erial ma� �e wit�t Ty�e � B��kfill or Typ� � B��kf�ll, as ap�ro�ed t�y th� En�ii�eer_ �urf�ce r�s#ora#i�n shall b� �ompetii�le with surro�M�dGng surf2�ce, �UTTJ�I� Ahhf� #��17��1iV� �}Ci�TI�� MAkk��: A� ���o�as focation� on this pro��ct, i� r�ay i�e requirecf t� cut, p1��g, and btock existin� w�t�r ma��s�s�rvi��s or s�r�i#�ry setinrer mair�sls�rvi�es ir� �rd�r ta �bandor� #I�ese Ilnes, �ukking ar�d �lu��in� �x�stFng rr�2�sr�� ar�d{�r sen+3�es sh��ll b� consi�e��d �s �IICI�$I1��II �Ll� �I� C���� I[I�UCC${J 4VIII �@ COT?SfC��CBC� t0 b� €�tcl�d�d ie� th� Gn�2�r foot bi� pric� of tE�� pip�, unaess se�arate �ren�hing �s rec}uired. J. R�N1�JIfA� �� �X��TCI�� PCPE; Vtifh��� �err�o��l af the �xisti�g p�pe Fs r�quir��f, it sl��i] b� ii�e �anlr��for`� r�s��nsibility to properly dispos� of �II rerraav�d p�p�_ A�� remov�d valves, fire hy�ra�#s �rtd rr�e#�r baxes si��rl be defr�+ered tp Wa#er l��p�rtr��nt �i�ld Dpe�a�ion, �torag� yard, 4{_ P�YNJ�IVT; Payr�ent fof all w�rk and m�keriaE inv�fved in s�ltra�in�, ab��d�nir�g andlor r���ving ��cisting �a�G�itR�s �h�N ba incltrd�d in th� I�n�ar foot bid pri�e af #he pi��, ex�ept as foklows; s�p�rat� paym��rt will kae rri�tE� fc�r r�mov�f �� ��I fii�e ��rdrant�, gate v�lv�s, '16 inch a�d E�rger, and s�ni#�ry s�we� �nanhole�, regaedl�ss of ko�a#i�r�, Pa�r�en2 will be r�ad� for s�lvag�ng, a#��ntloni�g a�dlor r�moving �II �#he� �xEsting f��ilrties w�ren ��rd Faciii�y �s n�t l�ei�g r�place❑ �n tl�� same tr��ch {i.�_. w�t�n r�moval rec�ui��s a s�p�rate te�r�ch}. L ABAh1D�C�N1�N� �F E}�I�TIN� �E11V�#� �i�l��; �Nt�ere p�an� c�C� far �#�ar�donrr7�nt of existir�g s�w�r rnain� �f#�r t#�� constructior� of � n�w sew�� rn��n, th� ���tea�tor sh�IJ be res�ansible f�f TV ir�sp�ct���r �f "�0�°l0 of #he �xi�ti�rg s�w�r ma€r� to b� �t��n�Jor��d #o �r��ke a f��aC d�t�rminati�n tha# �I[ e�c�sting servi�e c�rrn�cti�r�s h�v� �e�� r�����t�� ko �I�� new rr�ain. �n�e i#�Es det�rmi�ation rias b��n maci�, th� e�isting main will be abar�dor�ed as indicat�tf �3�ove �r� ktorn f, DY 3� I��TE�TA�B�.E WP�RNIAt� T,41��� [�e#�ctable ur��ter�r��nd u#�iity w��nir�g #�p�s w�ti�h ��n b� l�cat�d from #he sur�ac� by a pipe de��ctor �i�aGl b� M�stal�ed dir�ctl� �b�ve €��n-met��li� w,��er �nd sanitary ��wer pip�, 7he d�t�ct�bl� tap� s��lf b� "�letect T�pe" rr�anufactured by AICen �ystems, In�, or �pprov�� �qual, and �haJl cans��� o� � r�ir�im�rn tt�ickr�e�s �.35 mirs sofic� aluminum #ail e�n�as�d in a prote��ive in�rt pl�sti� }ack�# �h�t is imp�rvt�u� #� �11 knawn �Ika�isz a�ads, �hemGca� r�ag�r��s and �oivenis found In ��� s�i�, TF�� r�iir�Fmum o�+�r�ll tt�ickr��ss of the ta�� sh�l[ be �_� rrails, and khe widt�r s�all no# be les� lh�n tw� iraches wiln � mir�irnt�m unik weighk oF ���4 poun�sl'� ir��h{1 C1�'. �h� �a�� sh�l� be ��lor �o�fed a�td im�rir�ted with tl�e me�s�ge a� fal�ow�: � �o€ �1�rlitV �t�far �oafe V�l�ter ��we r ��fe�y Bl�c� �af�ty �re2n L�a�rads �autionl �uried 1+'Vat�r 1�ir�e 8elaw �auti€�ril Bt,rie� �ev��r E��n� �elow f��t�lla�ion of d�tectab�e tap�s shalf be per rna�ufacturer's ���on�m�r�dations ���f shal� b� as c��se to #�� gr��1e as is pr�c�rcal �ar optirnum proi�ctipn ��ci ��teck�[�ility, AlJotinr a rninirn�rm of 18 inches between tF�e �a�e and th� �'rpe. �'a�rm�r�# far w�r�c s�ch� as backfil�, b�ddang, �lo�kin9, defe�tabl� l�pes, an�l aIC other as��cia��d appurk�n�nc�s r��u���d shall be includod wn th� 4�r�i� pri�e bid f�r �i�� ap�ropriat� ��d ikern(�j, rrr��a� ��-�2 — - �_ ��i�� � " r7�����L. �.��LJ1����� D� �� PEPE �LEAC�IN� J�i�ts shall be wiped �r�d th�n ins�ec#etl for �roper ins#a��ation by �he irrs���tor�_ �ach j�in� shalE be swe�t daily a�d kepf cl�an d�ring ierstallatian. A ternporary nsgh! pl�g sha�l b� in�t�l€ed on �II �x�os�d pipa ends during ar��r periad of war�C s#oppage. {�- 3� I�I�PO�AL �F �P�}�l���L �fAT�I�IAL Prior fa �he d€spos�ng of ar��r ��ai�Jfi�l rrwataria�. lhe �vntractp� s1��Gl �dvise the Dir�ctor of Engin��r3ng D�par#rner�t, ac#i�r� as the �bt� af �prt Vlfarlh's �l�od I�l�ir� �drninistratof ("AdrninistFato�"}. of #�e lo�atioe� �f al! sftes u+her�e lhe ���tra�E�r intends to d��po�e �f s�ach rna#eri�E, �ont{ac#or �hall no� dispo�e �f st��� mat�ri�l untiG #�t� proposed si€e� �ave boen det�rrnin�d b� th�� Ac���nrnisl�ato� to rneet the requlrements or th� Floo� Plain �rdinar�c�s of ��re �it}� o� For# 1Norl� ��rc#inar�ce 1�0_ 10�56�. f#�l dispos�l sitas mu�� be ��pro�+�� b�+ �he Arl�r�i�,istr�ro� to ens�r� #�at fil�in� �s not o�c�rr�ng v�ll�in � floodplain w�th��,t a perr�it, A ft�odplain perrnii can b� iss��d up�n appr�val c�f r�e�cessary Er�gir�e�ring stud`oes. �a f�J� �errnit �s req�ired �f disposal si��s �re nok �n � �I��d�€aG�_ ��prov�l �� the �ontc2�ctor's dt�posa� s�t�s sl�all be �vid�nce� by a IeEter sign�d �y lhe Admwnistrakor stat�r�� #}�at ti�e �3t� is not irr � knowr� f���d pjair� or b�r � Fload Plair� �ill Perntiit author���ng fill wlkhi� i�e t���d p1�in, Any �x��r�s�s �ss�cia�ed with obiainir�� th� f't�l parrnil, ��clu�ing an�r n�cessary ��gir�earin� 5t�die�, shali b� �t #�r� ��nlra�ta�'s exp�nse, in Eh� eve��rl t1�at #h� �orrtrac�or dis�as�s o� spoil1fi11 n��#eri�l �t a site wyihout a�ill �errntt o� a I�it�r from t�te admEn€siraf�r appro�trng t�1� dispo��l slt�, u�or� n�tifica�ioe� by ��� Dir��ta� oF E�,gin�erie�g p�partr��nt, �on�ractor $1�all remo�re kh� s�aif�fill m�t�ri�l a# �Es expense and dispos� o� such rr�at�rials ir� a���rclanc� wEth the C�r�inances �� #I�e �ity �n� lh�s section, D- 3� �hE�HAN��S A�� MATE�t�AL�43E�°S LlEN 7h� ��on#��c#�e �E���I be r�q�i�e�3 #o �xeCute a r��ease of m�c�ra�acs and maka�4�l �n�n"s lien� u�por� rsceipt oF p�yr��nt. D- 3� �IJB�T17U710fJ� The ��acificatior�� for rna#�rEals set aut th� rnirtirri�r� stai���rd �f c�u�E�E�, wl�i�h t�te �ity baHeve� ne�ess��y to procuro ��at�sfact��+ p�a�e�€. No suE��ti��ksons will be p�r�it�ed ��ti1 #h� �ontractaf has r�ceived wraEten �ermission of #he Er��ie�eer to rnake a substituli�n for �he lTl�t�f13�, whicr h�s t�e�n �p�c�fi�d, +Nhc�r� th� t�rm "or equ�l", or "'or a�prov�� �q��i" is �s��, Ft is �nd�rs#ood 1��� i� a Gnateri�l, �rod�ct, or piece �f equipment be�Ting tfna n�me sa� ��e�f Is furn9she�, wt will be appro�+a�le, as th� ��rkic�.rlar #rade nam� was �as�� for the p�rp�se at �skab�ishing a�kand�rd �f quality acceptab�e l� tY�e �ily. I� a pr���cl o� ar�y ath�r r��me Is �rop���d for t��e, ths En�ir�eer's appraval t�rereof rn�rsi �o obtained b�fore th� �ontractor pracure� k�� prop�sed subs#i#u#e. �+Vh��e th� t�rm "or ��u��", o� "or approved eq���" i� nat us�d In #he specific���on�, th�s d��s r�ot r��c�ssarily �x�lude allerr�ative akerr�s or m�i�ria! or eqt�ipment wl�ich ax��� a��ornpk�sh the Intende� p�,rposa, }iowever, th� �ar�tr�c�or �i1a11 #�av� t�r� fu�l re�p�r�sabittty of praving th�t t#�e ��oposed �ubs#i#�r#ion is, in f�ct, �qu�l, arrtl the �r�gine�r, �s #he r��r�ser�tatrve af iho �ily, shaal be t�o so�� judge af #�r� �ccep#���1it�r t�f su�stitulions, 7h� pravisions af t�ls s�t���c#i�n �� rew�le� #o "subs��k�tkans" sh�lk �e �ppli��ble t� �ll se�t�ons �f tFre�e sp�cifica#ior��, l7- 35 PRC-�ONSTRU�TION TELEVI�10�] �fV�PE��`IDN OF �ANITARY S�W�R A, ��i�l�I��L; PrFor to th� �ecanst��ctian, AL� sec��or�s oF ex�sting s��it�ry sawer li�es to be �l���d�r�ed, ��moved (excep# wh�re b��ng ��p1��ed in th� s3me locatioe��F Of f�I���III�' �B� 7�J��R?7 ��r-�� P�F�T D - 5������. ��I�DITI�I�� ��i�e er�iarg����rt, cur�tl-�n-p���e pipa, fai� �nd �orm pipe, slE�-i�n�, ��c.}, s��U b� cl�a��d, �nd � t�ievis�on insp�cti�n per��rrr�e� to ider�#Ify 2�rry ac�ive s�w�r service taps, ok�ter s�w�� la#�rals �nd tl�e�r a�cali�n, V1��rk �hall cansist �€ fum�sf�in� all labor, materraf, and equiprnent n��e�s�r�+ for �h� �k��n�rtg artd ins�ec#ion �f ths sew�r R�r�e� by means of �E�s�� circuit t�E�vision_ ��tisf�c�ory �recau#�arrs shall be t�k�r� to profe�t khe sew�t �ir�es fror� cfam�ge t��i mighi be ir�flicted b� �h� impr�per u�� o� cke�n��g eq���prner�t. 1, H���I 1��L��17Y JET (Fi�'�}����EA�NCPi�} �QI�f�R1+��iVT: The t�igl�-vel�c�i�r sew�� li�e �I�a��n� equFprn�t�t sh�l1 be �anstructed for e��y ancf s�f� o�er�#ian, Tl�e ��uk�me�t sl��El �I�o h��re a sef��#I�n of [�ro or rn�r� hit�h-v�lo�it� r��zzles, 7`h� �oz.��es sl�all be c���E�le of proc�,.��lr�g � s�ourin� actiar� frorn 'I 5 to �� d�gre�s in all sF�� �in�s desi�n�E�d to be c�ear�ed. �quipment �h�lf aGso i�clu�e a hi�h-velac�ty gun ��r washing and scok�ring rr�an�ole w�El� 2�nd floor_ The gur� shall �e c�p�E�[e of �ro�u�rrtg �I�w� fr�m 2� Fir�e ��Tay to a soG�[ st�earn, Th� equi�m�rtt shall c.�rry rts own w�t�t t�n�C, �uxii���}+ er�gines, purr��s, and h��irau�ically driven ���e re��, F-Rydr��ricalky �rog�ll�d �quipmer�t sha�l �e of � rraa�+abi� dam type and be �onste����ci In sucl� � w�y that a portior� �F #�� darn may be collapsc�d at �r�p tkme durin� tE�a cleanrng ���rakit�n to pTo#act ��ains� floo��rrg of th� s�wer, Th� mo��ble darn sh��l b� equal ir� dtam�ter �r��ar�d lhe o�kt�r p�riph�ey t� ens�r� r�mova� of gre���, If sewer cl�ar�i�rg balls �r oiher �qu�p�ant, whi�� c�nr�ot be colla�s�d, is �ase�d, s�eci�l �recaWti�ns to p�ver�E fkoading o� the sewers ��d �ublic �� {xr�vai� p�opert�+ shal� be #�[�en. Th� �fow of s�wag� p�esent �r� #he sev�+�r lin�s sl�aEl be util��od to provide nec��s��+ t�uid f�r hy�ra�li� �Gear�in� ��vic�s when�ver p�ssibl�_ �_ ���Ai�lhl� PR��EDIlR��; Th� desigr�ai�d s�w�r rr3��l����� s�rall be �I��r�ed �s�r�g l�i�l��v�locit}r j�t et�uip�neni, Tl�2 equiprner�t sh�l� �e cap�ble �f r�movin� c�irt, gr�as�, ra��ts, s�nd, �nd �th�r rnateri�ls �n�f abstr��tior�s fr��n th� sewer 1�r��s and rnanhaies�, If cl�aning �f an en�ire seck�o� carrnot �e suc�ess��rlly perforrrked �rom on� r���nho��, th� equiptr�er�t 5h�ll be �e�k up OFi #�� other rltiallhUl� and �I���Ir�g ��ai[� �it�rr7�t��, If, agaFn, suc��ssful cle�r�ir�g �anr��# b� perforrn�d or e�ur�merr# fai�s to #r��+�rse t�� entir� rr�anho�e s���ian, it w�ll t�� ��s�med tl�at � major b�a�ica�e exE�ts, ar�ti t�re �Cean�r�g ��fork shall be �bar��ion�d. 1N�7en addi�i�n�� qu��ntiti�s of w�t�t from f��e h�dr�r�ts �te necess�ry to avaid det�y In norrr�al working pr�c�dur��, the +,va#er sh2��l �e �anserv�d a��c� nol use� unr�ece�s��ily_ �lo fir� hy[f��r�� sh�fl b� obstrucked �ri �as� of � fir� in tho arca served t�y ffti� �ydr2�r�E, Befor� using any w�t�r frorn th� �ity Wat�r Di��r�t�u�ian ��st�m, t�� �ontFactor shall appty F�r a�d re�eive permi�siar� from li�� �Nat�� D�par�krne�t. Th� �o����ctar ��all f�� r�spansrf�le for th� w�t�� m�ter and rela#ed ch���es ft�r th� sexup, Includir�g #i�� w�#er u�age biGl, ACR ��t��r��es s��fl i�e consider�ci incid�nia� �a cleaninc�, �_ ���3RI� R��+1�1IA1. ��lD DISP���,L- AJI �I�dge, dirt, sand, �ck, �rease, a�nd ot�r�r sol�d or serrkisoki� €'n��erial ��sulting frorr� th�a ���2�nin� op�r�#it�n shalt �a� rern�ve�l �t th� c�ownstr�am rnanho�� of th� se�tion �eing clean�d_ F��s�irr� r�ateri�l fr�m ma�h�le s�c�ion to rr��r�l�of� sec�io�, which coufd c�us� li�r� sto�p��es, ac��rnu��iior�s of s�n� in wet w�lls, �r �arr�age pumptn� e�uipment, �I�a�� r�at be p��mitt�d, 4, All solid� or serni��li�i r�sulting ff�m ths clea�r�ng operat�ons sha�l b� r�mov�d frorn �he s3�� �nd �isp�sed af �t a s��e ����gn�ted b� tt�e ��gin���_ AJI rt�aterials s��fl b� removed frorn th� �ite rto le�� �f#�n than �# tl�� e�td �f �2�c� workd�� an� �i��osed of �t na ad�fiki���t Cqst to k�e �iiy- 7 7ra�a� ��-�,� ���� � - v���,�+�J��.. �r��������+� �_ U�1�ER hl� �IR�U�A�TAN�� �]�AL� ��Vti1A�E �R �OL1D� REMOVED THE�EFF��h1� �� DU�P�D ph�T� �TFt��T� �R lfVTO �I��I��S, �AT�I� BA�IN�, �l`0l�h+� �F�AIEVS ��t ��hll7'AR1' ���+�F� f�"��,NH�I���. �. 7'�1��VE�]�N 1N�����TI�N �{�Ulpt�+lE�l�� �'h� tel�vis�on ��m�r2� u���! For 1€�s i�rspectior� ���kl be one ���cifscalE� �e��g�e� ��d �anstr��te�k ��f such �r��pe�#��r�. �i��ting far tl�e caR-nera sMat� be s�,Eta�le t� aClaw a cl�a{ pic#��� of #he �ntire periphe�+ af �he pipo. �'h� c2.m�r� sh�ll be o�er�#iv� in ���°�o Y�urn�c�aty condit��ns, The caEns�a, t�levisior� manit�f, anci oi��r compo��nts �f tl�e video sys#em shall b� cap��k� af p�od��i�rg pictur� ��alit� #o the s2�tisfa�tior� �f the �ngirt�er; ar�ci if urrsatisfactory, e��i�ment shall be r�r��v�d and no p��m�nt will �a made for �n unsa�is����o�y in�pect�on, �, ��ECLi�'��N: TE�E1�I�l�f� iiJ����T�O�I= 1'he �arn�ra �h�il �e move�l #i�ro�gh the �ir�e in ei#�rer di��ctio� a! a rrtod�ral� ra�e, st��pin� wk�en ne�assa�+ to �ermi� pr���� docum�r�#ation �f any s�ur�r �rv�ce taps. lrr n� ca�e will tl�e t�l�v��E�n c-a��ra be pu11��t a� a spe�d gr��ter ���an �� f��# p�r mirEut�. r�an�al w�r��h��, pow�; wtncl�es, T1� cable, ar�d power�d r�win�ts ar oth�er cl�v�c�s th�t �ta n�t obstr�ck #h� �arn�ra vlew or �r�terfere with �rop�r dac�ment�f�on s�tall b� used #o r�7o�+� ��te c��rt�r� thrt�ugl� th� sewef ]Gne, VUhen ma�uail� ��era#�d w�n�h�s �r� us�d #o pu�l lhe �elevisi��r c�rrter� thr�u�h th� lir�e, t�lephon�s or o#Y�er suitab3a means of cornmunications shall �e set �.�p b�tw�en the two rnanhofes of th� se�#ior� ��in� ir�sp�cxe� to ens�rre g�od �or�rr��,na�at�oe�s �etw�er� rnerrrk�ers �f th� crew. Th� imparta�rce of ac��irate distanc� m.easur�ments is �ir�ohasi��d, AIC television �ns�eetior� vid�otapes shall hav� ���otage c�unter. AJle�s�rement ��r loc�tion o� sewer �e�vi�e t�ps shalE be abov� �found b� mear�s of �ne��r �e�+ic�r, hl��flti�g on the c��le, �r �he lil�e, wh�c� ►er��,Cd r�quir� Gn#�rpolation for d��tl� of mank��l�, wilG r�nt b� �Ilawed. Accuracy of #1�o d�s#ar��e tr'o�ter shall be �heCked by �s� o� � w�lkirtg m�ter, ra�l-a�fa�o, ar o�h�r ��ita#�I� device, a�� th� acc�rracp shall be sai{sf�ctory �� th� En�i��er, The �it�r rr�ak�s r�o g�ar�ntea ihat �I� af t�e sanitaey sew�rs to be er���red ar� clear for k�e p�,ss�ge �f � c�m�r�. Ti�e method� used for �s�ufing p�ssag� af the cam�r� �re #o �e a� #he �piion �f tl�� ��nlr�ctot, 7he c�st of re�risv�ng th� 7�1ev't���n camer2�. �ar�der all circur�stances. wh�n it b�c�me� �adg�d dufiir�g ir�sp��ti�n, �haq b� in�id�n#�I to ����vFsion ir�sp��t�o�r_ �, DO�UN1�iV�`ATI�N� Televisi�n In�p�clCo�1 L.o��: ��I���d I�C�ti0�1 C�COr�€5 5h$II be kept by th� �antr�ctor ar�d will �I�a<<�r show !h� koc�tion in fel�#ion to �n adjacent rrianhc��� ofi each sewer service t,�ps absorv�d d�ring inspe�tior�_ In additian, other poin#s of 51�]'1lfEC��"iC� such �s lo��ti�r�� pf unusu2�[ c�ntf��E�r��, eaot�, sta��n s�w�r �onnectit�r�s, ��ok�n pipe, �r�s��ce of scale an� c�rrosi�n, a�d oth�r �isc�rni#�le f�at�res wi31 b� �ecor��d, and a copy �f �t�c#� r�cards will b� suppiied #o tt�e �it�r. �, �NUT��R�IPF-I�: In�tanl deve�o�ing, �� �nrn, or qkh�t st�nd2�rr1-siz� �hotot�raphs of #�e t��ev�si�n p��#�,r� of problems shal� b� ka�ten b�r ##�e ��nt��ctar upon r�yu��k af the 7 4r45u�2 ��4�J� ���� � - ���c.i�� �i�r�i���`���i� � �ngi�reer, as lang �s s+��h phatagrap��ng tio�s �ot interf�re w�ti� t�r� Contr��ta�s ����ai�or�s_ &, V1DE�TAP� RE���DG�t��; Th� p�rpose o� tapa re�ording shall �e to s�,pply a vis�al ��d audlo �ecofd aF pr�f�lem �reas of t#�e li��s fh�i rnay be �eplay�d. Il�d�� lap� re��rding �lay�acEc sh�ll b� �# the �ame speed kh�# it was re�pr�led. Tt�e tel�v�s�an t���s si��f! b� f�r�Esh�d to th� CJty �or revEe+r,t imrnedi2�t�ly up�n cor��let��r� af tEti� televis�o� i�specti�� a�d may �e ret�a�ned a ma�c�murrY o� �Q cal�ndar c�ays, Equi�rn��� si�ali b� pr��+icked to €h� �ity ��+ tt�e ��r�tra�t�r for r�vGew of #�e t�pes, Th� �n�ine�� will ret�rn tap�s �o the ��ntracfar up�n com�letion af revi�w, 7ap�s shall not b� eras�d witho�t th� permission a� th� �r��in�er. 1f t#�� #�pes are of s��h �o�� qualik�+ th�t #he Engir���r is u�t�bl� t� �vo�luate th� cor�dilaon of lhe sewer lin� o� to I���te servic� c�nn��#ion�, Ehe �or�iractor sh�!! be requ�red t� re-tel�vls� ar��i �rovide a g��d ��p� �F th� lin� �t r�o ad��tk�r�al ca�� to ##t� �ity. �F � g�od #ape �ar�n�t b� provid�d of sucF� qu�l�ty #h2t �2�n be r�viawe� by lhe Engine��, no payrnenl fo� t���vi�ing tl�is porti�� s�ralf �e made. fi,lso, �ro pa�+rnant sl�aJl kr� mad� for �or�i�n� �� lin�s �ot ��le�i��d �r �ottsons wMerc� �r�an�aE�s �a�n�t �� ne�pti�te# wi#�r th� televis�o� camer�. TH� T�4p�� �H#1LL BE �UBh11iYT�� T� TWE Ei��IN�ER PRIDf� 7� ��N�TF2��71�h1 ��R RE1�I�VV ��D DETERI�+11N�ia0�J �� �A��. U�on comp��tion of revi�w o� ihe ta�es b� th� �rt�ir�eer, #he �ontractor will be n�l�Eied as t� whic� s�cti�ns of th� s�nit�ry sav�er ar� �o �e correcte�, T�� Ln�ineer wirl r�turn i��es ta #h� ��nt�actor up�n c�r�pl�tion o� r�vE�w. �al COStS 2S5�Cr��eC� WI��1 tY�IS WOf�C �I"l�II �}� 3fiC�C��II�'�I k4 I�f1Et �}flC�$ Y�3C� ��f G���1"fS U�1(��� Televfsion Irisp�cfit�r� o� th� F�Fop�s�l. �: I�A1`f�l�f�T OF ��.�ANIN� #��1D P��-��h��TRLJ�iI�f� T���1!]�I�N 1�3�PE�TI�f� �F �ANITARY �E11V���; T�e� cost for Pre-�a�struc���r� �Jeanin� ��d i�E��+is��n �r�s�v�tron of sani#ary sew�rs sh�ll b� peT lin��r f�c�# o� s�w�r ��#��Ily t�lev�s�[�, Th� �antrac�or �ha31 provide ihe Engin�er wilh iapes �f a[}u2�lrty th�t �h� p�ris��lar pte�e �f sew�r can b� r��dil�+ evaluat�d as to �x�sti�� ��wer �onditions �r�d fof pra�idir�g appropri�te r��sns fo� review �f �h� #�p�s b� th�� ����neer Er�c�uding ��llect€oe� �nd temoval, kr�r��p��tation �r�d drsposal �f s�r�t1 ��rd dcb�is fror� th� s�wers #� 2� ��gaG d�mp si#e, Tsl�vf�ior� �n�pectian s�afl include necess��r ct��r��ng �k�}�d���l+c ��t or rnech�n�c�l c���r�er} to �ro�+ide videb Imag� ��quiced ��r li�� anafy�is_ Th� �rir��ry purpose �F cCe�ning is f�r television in�pe�#iar� an�f r�habif���tion; w�en a p�rti�� of a iine is nat o� cann�� b� te�evised ot r�h�biaita#ed. ��e �le�r�ing o� t��a� �or�i�n of Gi�� sh�ll be inci�e�#al �nd na payr��nt shall �e rnade. Tk�a ��#y maVc�s na �uar�nte� #i�a� a�l of th� sanit�ry sewers to be �n#ere� ar� clear for lhe �ass2��s of a camer�, Th� mt�thods �sed for s�curi�g }�assag� af #he ��mera a�e l� b� at tJ�� op#ioe� a% th� �ontr�ct�r, ar�d ##�e costs musi #�e €ncludod in the bid prace for i1� 1r,s�e�t���s. Ti�� cost o� re�ri�vin� fihe �`1f C�me�a, ��nder �EI circurnstar�ces, wh�n it b��orr��� la���d during irrs�ection, shall be inci��nt�l to TV Ins�ectian, 7 �rrs�� ��-�6 � P�4�T D i �PE�I�� ����ITl�1�� �fn� iEerr� sh�ll �Is� i�c��cie �I[ c�sts of installing and m�ir�#air�in� a�� b�rpass purnp��tg �eq�xired to �rov�d� re�iabl�, r�gular sew�r servic� ta th� area reside�is, Ail �ypass purnp�ng �h�11 b� ir�cidenta! #o the p�aje�� l]- �� VA�IfUI� T��71�4C �� �AfV17Ak�' ��W�� MAfVHOI»E� A, �ENkF2A�: This i��m ��all �ov�rr� tF�e vacus�rn t�sti�g of ali newly constru�ted sanit�ry sewar rt��nholes_ B. �}�E�UT���1. �. T��T ��O��DR�R�� Manl�oles shall be �+acu��m testeci priar io any i�terioe geo�t�ng with a11 cor�r�ections �� plac�_ L�ff h�le� sl�all be �lug�ed. ar�d all d�ap�c�nn�ciion� and gas s�alin� co�rnsct�on� sF�all be �nstalle�E �ri�� to testin�, �1�e sewer lir�es en#ering the ma�r}�oie shail ba plugged an� brace� to ��ovent t�re pl�sgs frorn b�ing �rawn ir�ta t�� r�nanhol�_ The �lugs shalE be instalked in E�� lin�s beyon� lh� �#r�p�co�n���ions, gas s�alrn� �an��ct��r�s, �tc, T[�e tes� h��� shall �e �kac�d irrsi�� th� Eraen� a� th� t�� of the manfirale �n� �nflated ir� accorc}anca wilh the �r�enuf�c��rers rec�mn3enda#ions. A v���um of te�� in��r�s of marc�fY (��"H9) s#�ali b� drawr� and the v�cu��rrr pump w�ll be l�r�ed aff_ V1lith t1�e valve closed. the 1�veC �� vacuum shall b� r��d a�ter ��te r�c�uired t�s� tirn�. The r�qui�e� test #ime shal! be d�terrnined fran� tl�e �abl� I b�low i� accotdan�e v�rth A�Ti�+ti �1��3�3-93: �`abl� l I'NINI�AIlM TIlti10E #�E{,�1!lRED FOR VACUU�h�I DF��I� o� �"F H� ���"H� - �"H�1 ����� De�tYr �t �+lJ�. �8�lnch Dia. �0-wrtc� L}ia. {FT.} ManYrol� lVla�ri�ol� 0 to 'V�' 18' � 4' �2' 2�' �G' �8` ��' F�r �ach A�Idttional L' 40 sec_ 4� s�c. �0 sec. 55 �e�. 59 s��, B4 se�, ��J sec. 74 s�c, 5 sa�, �2 sec_ �9 sac. �� sec. 72 sec. 78 ���. 65 sec, 9� se�, 99 se�, � s�c, �_ A���P�AI���; �h� marr�iole shall be ��rrsid�r�d �c����a�Je. if the dro� in t#�� I�v�� of vacuum is less t�an or�e-inck� �f inercury ('I�� Hg1 aft�r the requirecf test tirn�_ Any m�r���le, whi�h f2�i15 �� p2��s th� initi�l �est, �nust b� repaired by either pressur� gr�utir7g through #he mar�ho�� �vaU or dig�ir�g t� �xpose tF�� exterlor w�ll af rh� rr�anho�� In orde� lo I��ate the I��Ec and ��al it witY� an ep�xy seai�n�, T�r� rnanhole shall be r�#este� as de���ibed �b��+e u�til it �a� ��ccessfuH�r ��s��d the #e�t. f flf�D� ��-�� - ` ��4�� � " ��� ,.�r��4� �i��������i+7 �ollawing �ar��lel��n c�f � su�cessf�l #�st, the �t�re�h�l� shall �c� rest��etl ta its normal r.�n�ttion, afG ternpa�ary �Cu�s shalG be r�m�ve�, all b�a�es, equipr�en�, and �ebris s1�a11 be rer�ovad and disposstf �f in a mann�r sattsf��tory+ t� the Engir�eer, �_ PAYM�hJT; Payment far v�cuu�n t�sking of s�nit�ry sew�� manF��Ces sk��ll be p�id �t #h� coE3�racE price p�r ea�h va��rum t�st_ �his pric� sl�akl rnclude �II ma��ri�l, fa�or, equa}�men#, and �II ir�cjd�n#aFs, ir�clt�ding �II b�pass �urr�}�ir�g, eequ�r�d to corn�Ec�te k�te t�s� as ���c;ified h�reit�. b� 3T BYPASS I�UMPIN� i�� �or7tr��tor shaN bypa�s the sewago �round the se�#i�n oF sec#ior�� �f sew�r to be r�h�l�ili#�t��i ar�d�or r�pkac�d. The b}���ss s�all be �'n�d� b}� pl�gging e�is#�ng u�stfeam ��7ar�fi�ol� �nd pumpint� ihe sew�g� ir�to a�t�wnstr�am m�nYtofe ar adja��nt syst�m or othar m�th�d as �nay b� approv�d I�y tl�e Engin�er, The pump anc� by�ass lin�s sh��l be of acE���rate ca�acity and �iz� to handl� the fRvw w��ho�t s�w�ge i�ackup �ccurrir�� �o �a�iliti�s ��r�r�eck�tl to #.�e sewer, f�r�v�aions shali be r��d� �t driv�ways ��d str�et cr�ss€ngs to ��rr�it safs ve�r�ular t�a�+e! wikhout in�efru�#ing �I�w in kh� bypass s��t�rn, l�nder no circumstar�ces will #he �ontr�ctor b� permi#tec� to drs��2��g� s�wa�� ir�to tF�e tr�n�h�s. P2�yrr�ent st��li b� irt�RdentaJ #� r��abilit�tior� or replacern�r�t of tl�e ��w�� lir�e. D- 38 I���T-�OlV�T�tL1�T10[� T�LE1fI�IDfV I�I�P��TJ�l� �F �ANITAI�Y ��1NER A_ ���]�RA,�; After �onstr�cki�r�, f��L se�tion� oF s�n�tary sew�r fines shaif h�v� a televis��� ins�e�tion pe�f�rmed b�+ ar� ind���r�dent sub��ontr��tor hire�f �� t�r� pr�rne ��r�#r�ct��, V1��rk shall c�ans�sk of fuenishir�� �q I�bt�r, enat�ri�l. �nd ��ui�m�r�t n�cessary €or ir��p�c�i�n of th� s�wer lin�s by me�ns o1' cl���d �itcuit televisi�r�, .�atisEa�tory pre�ac�ti�ns shall k�� talcen t� prot�ct l�� ��wer lin�s from darr��ge th�at rr��ght �e inffict�d �y t1�e i�npr���r use of cE��nie�g e�uiprr���rt. B_ �'�LEVI�IOJV I�V�P��TEOi� EC�UIPhlJEiVT; 1"he tel�visio� carn��a used for the i�s�ecti�n sl��l� b� on� �pe�ifically d��'t�n�d and �ons�ructed f�� such in��ection, L���riin� f�� t�e c�,�n�ra s#��k! �e op�ratf�+e in 1�09�o h�r�idity �:or�ditians_ TI�� ca�ner�, t�levi���n monik�r, �nd oth�r c�mpor��nts af th� vide� sys��m sh�Jl be c��ab�� �f produ��ng picfur� ��aiity #o t�e s��isfacl�on �f #h� ��rgir��er; �rrd it uns�t�s#��tory, �quiprnent s��lC be r�mov��# and no payrnenl wial be rnar�e For �n un�ali.�fa�#�ry inspe�k��rt. �_ ��C�CU7��N; '�_ TE��1fI��Of� ii��P��TiO{�; Th� �arn��� si-i�Cl ba mo�+��t thf�ugh �he Iln� In �i#�tee dfr��ti�� at � rrYad��ate rat�, s#c���Rng w�en r+��essary ta �errr�il �rap�r �iocurn�r�#�t�t�� ot ar�y ��w�r servic� taps. In �o case v�+ill the #eEevisior� ��mer� b� pulled at � sp��d gr��i�� tf�ae� �(? #��t ��r rnirrute, Man���l winc�re�, pt�wer wi�ch�s, T1f �abl�, �nd powered rewind� or ot�rer devi�es #hat d� �o# oSastr���t ��e c�mera v�e+�r �r ir�t�rPer� wiih pr�}�er do�u�n�nt�tion sh�ll b� us�d lo rnav� �k�e c�r�er2� lhr�ugh t�� s�w�r lirre, N� rrtore f�sn �RO� linoar fe�# �f pip� will b� tel�vis�d �t one tirn� for r�vi�w b�+ the �n�ir�e�r, l�Vhen m�r�u2�f�y apera�et� winches are us�d t� pull khe teEevision c2����a t�ro�gl� the kir�e, t�[ephones or ����r s��ila�Ce m�an� af ca,�-rmuni�ati�r�s sha�l �e set up b�twe�r� tF�e tw� r��nh��es of th� s��ti�n bein� ir�s�e�t�d t� e�sure g�otl corn�nun��atiar�s betw�e� rrt�mbers �f ##�� �r�w, 7iJiSR}� ��-�S P�F�T D - �PE�I�L ���iC�l�`I��� The �rnt�ortanc�_ of_a�cu��t� d€stance mea�ur�m_ee�ts t� errip�as�zed_ All kelevision i��pecti�n vr�ea t���s sh�l1 #��v� � f�o#�g� ����n�er, A+1�asur�ment fo� kocation of ��we� �ervice tap� �ha�l be abov� �ra�nd �y me�r�s �f inel�r �evic�, iVl�r9crng on #h� ��bl�, or the lik�, which w��fd r�q�ire irrterpolatFon for d�pth o� manhol�, will �ot be �lloweci. Ac�ueacy o� l�e d�s�a�rce meker shall b� ch�cl��d b�r us� of � w�lking rrie�er, rol!-sm#�p�, or otn�r s�ita�le ��v�ce, ar�d iha acc�racy shall b� satist�ctary t� ihe ��g�n�er, Th� �ii�r ma�Ces no guar�ntea tl��t all of ta�e �anaCary sew�rs ko C�� �r�te��cl a�e �Cea� �or t�re pas�age �� a�amera T�re rr��thods us�� �or se�urin� pa���ge of ll�e c�rr�era are #a be at ihe oplior� of the �antraclor, �h� cbst ❑r ret�i�v�n� ll�e "f`�le►rision ��mer�, und�r a11 circ�amsta�c��, wh�n i# b�com�s Eo�g�� durir�g ins�e�#iort, sh�ll be ir�cider�#ai ta Te1evE�ion insp��tior�. �ar�itary sew�f mair�� rnus� be laced with anough vu��er io fkll �II low pi��s. The teJev�sion insp�ction rn�st !�� �aRi� immediafely folCowing Ehe ��cing �f #1�� main with no wa#er flow. �f s�w�r is activa, #law rnust be restri�fod #o �rovici� a cRe2�r Gm�+�e oF sewer bai�g Ir�sp�cied_ �. D��L�M�i�TATI�N� Tel��rtsion I�rs�octian �ogs- F'rfn�e�i I���tion re�ord� s�alE be kep� by #he �ontrsctor and wiil cl�arf}r s�raw the iocation in r�l�#ior� #� �r� �dj�ce�rt �ra�n�fe of �acl� s�wc�r s��+i�e ta� �bs�rve� dur��g i�spe�#ion, #�II teae�+isi�� logs s�al1 b� reference� to statio3�ir�g as shown on t�r� pka�s, A�opy [�f thess televis�on log� will b� S�Jj]��lE]C� �O t�5�3 �1��. 3, Pi��T��R�P4��; Ir�sf��# de�eloping. �� mm, ot crth�� s��r�[i2�rd-si�a �hatogra�hs o� the �elevisia� pict�re �f probl�ms sha�� be takec� by tF�e �or�tr�ctor u{��n req��st of th� ��ginee�, as �on� as such �hata���pl�ing cloes not ir�t�rfere wit#� #h� �antra�to�s ap�ratFo��, 4, �11DE�TAP� RE��l�DI�V��: The �urpt�se o� tap� re�or�ir�g shal� be to suppjy � visual �nd �udio recard of prablerrt are�s o� th� I€r��s t�rat m�� �e r�{�E�y�d. Vi��o tape rec�rdk�g {�layba�k �ha�l be �t t�r� s��e spc�ed t�at il was r�cord�d_ Tha lel�vi�s�n Yap�s sh�ll b� �umEsh�d t� th� �ity far rev��w irr�m�diat�ly up�r� c�mpl�tion ofi t1�� televisipr� ir�s�ectior� ar�d rrtay be r�taGn��1 a rr�aximum of �� c�lerid�� [i2�y�. Equiprn�nt s�all b� �rovid�d t� lhe ��ty bp the �on#ra�tar f�r r�vi�w of the t�pes. Tapes will b� retu�n�d t� th� �ontrac#of upon comple�Eon of revi�w by the En��r�eer, Tap�s ��al� not be �ras��i wi��o�t #he }�errnissior� o� k�e �r�gln�e�. �� th� ta��s are of su�h �oor ataalitv that the �nqin�er fs �nable lo ev�luate the condition of t�� �ew�r lir�� or to Gocate sen+kce con��ct�o�s. the �o��tracxor s�all be r��r�d to r�� te�e�ris� �_ nd �rov�rt�e � q�od #ap� of t�� li�� al r�o a�€drti�r��E cosd io the �itV.. Ifi a g�od #�p� c�nnot be pravided of suc� yualiky #h�t ��n be ��vi�wed by tn� �r�gin��c. no pa�rnen# for teE�visie�g th�s portian shall be rr��de. fi,i�o. r�o �2�yment shall bo rn�d� f�r portion� �� lin�s �ot teC�vi��d or partlar�s w1�e�e rrtanh4les car�r��t be �re�oti�#ed w�th the te�e�r�sian �arr1er�, D_ �Al'lv1�NT �� l���T-�4NS�RU�TI��V TELE1fI�I�N f�l�P��TI�N �� �A�#ITARY �EVv�R�; T�e cosk for pos�mcnnstr���t�on Telev�sion knsp�ct��� �f sar��tary sewers shall be p�� Ein�ar Foo# of s�w�r t�k2vised. The �ontractar sl�atl provid� the �n��n�er +n+ith ta��s �f � r�rr�o� ��-�� ��f� 1 Q - �7���+��� �r���1�1�1V� q�a�i#y t�at t�e particul�r pi��e of �ewer can be r��cialy ��+aluat�� as tc� sewer co��dkti[�ns �e�d for �Or�v�tling appropriate r�e�r�s f�� review ai the k�p�s by t�� Engirre�r, 1'e�e�ri�io� �ns��ction shall inclu�� �sce��ary �ieaning (h�drau�ic j�# c�r mec�ar�ic�l �l��nar} t� �r��lde vid�o i�nage ���u'r�ed for lin� anai�sis, The �uantEt� af TV ins�e�#ion sh�ll b� �7e�.sured as tC�e �otal len��h of n�w pipe insf�El�cf. �JI cos�� �sso���t�d w�tl� t�€� wor�c shall b� �nclud�d ir� t�s apptqpri�te bid i��m - Post��or�struction T���visi�n Inspecl�on, T�e i#�r� shali a�sa �n�l�d� �I� costs of ir�stalling ar�d maint�inir�g an� by��ss �u�pi�g roqu�r�c� to p�ovid� r�iia���, regular ���v�r s�rv��e #a �h� ar�a r�s�dents_ AI� �ypass �urnp�r�� shall b� inCiCEer�tal to th� p�ojeCt, D- 39 �A�IVIPLE� AND C�UALiTY ��fVTR�L 7�S71N� A, T�re �or�tr�clar �I��A f�arn���, at its c�v�rn �x�errse, certif���tior�s by a prlv�te fab�ratory for a�l rn�tarials p��posed t.� be u�ed ort ti�� �ro��ct, incl�ding a�nix desfgr� for �n� asp�raltic �r�#l�r Port��nd cam�n# ��ncr�#e xo be us�d, �n�l �rad�tion an�ly��s �or �and ��d �u�h�d skane #o b� used aloflg wi#h ti�e r�a�� o# tl�e pil f��rr� wh�cfi kh� m��e�ial v��s t�k��. TE�e �or�tr�c#ar s�all �rovid� m�n��at����er'� c�rti��c.atiorrs fo� a�l rrssn�f�ct�re� i#ems ko I�� us�d rn the pr���ct �nd wil[ baar a�y ex�er�se relat�� th�r�#c�. B. T�sts of the desi�n coricr�#� mix s�all �� ma�#e by �i�� cor�kractor`s labo�alvey at Eeast r�ir�� ctays �rio� to i�� piac�ng of �an��et� us�r�g th� s�r�� agg�eg��e, c�r�ent, �r�t! rnt�rtar v�+�rich are to be used laler in lh� ��r��rete, The �on#r�ctar shall provid� a certified �op� o� the ���t fiesults �� #�e CiE�+. � 4uality conttol testing �f ir�-�k�ce r�tat�rial �n #h�s �rvj��� wikl b� �er��rrr�ed �y t�e city at kts own �xp�r�s�_ A�y re#�stir�g r��ui��d as a� resul� of f��lur� �f the �r�terraG k� rneet pro��ct �pecsf��2�#.ion� will b� �t the expee�se �f !he �ontrac#ar ar�d wiil �e �illed �t c�mrneTcial ra�es as det�rrnie�e� b�r #h� �ity, �he faifure of 1he �rty to rri�ke �.ny tes�s af m�teri�ls sF��ll in r�o way r�lieve the �ontrac#�r of i�s r�spar��ibiliky to f�rfn�sh rr��t�ri�ls an� et��R�rr��nt ca���rming to fh� r��uire�er�ts o� f�� �ontfact, D, �3ot t�ss than �� hours notice s}��If b� pravided to tf�e �it� by th� �orttrac��r for operat�ar�s re��iring testin�. Th� ��ntractor sh�ll prav�d� �ccess an� �r�n�h ��fety s�rs�er� {�f requiredj fat the s€t� #o b� #este�, and arry work eifort ir�v�lved €s d��m�d �� bt� ir�clu�J�d in th� ur�it pri�� f�r #h� itsm �ern� test�d, �_ The �ont�2���or shall provide ��vpy of lhe kcip t���Cet for e��� Io�d o� �ilE m�t�ri�J deCiver�[i ko �h� ]o� site_ �'k�e ti�f�e� s�alf s�e�ify t#�e name �f t�te pi# s�r��lyin� the filf rn��eri�R, D- �� TEh�EP�Rl�1��' EF���I�N, ��DIf4i�f�T, AND 1NAY�1� POLLUTIOf� ��[�lTR�L A, ������Ptl{�N; T��[s ite�n sh��l �a�s�st of tem�ar�ry �oiM er�s�or� s�c�iment �r�d w��er p�llution c�r�trol m�asures de��et� ne��ssary b� #h� �n�in�er fa� th� dur�tian �f the c�ntract_ 7hese �or�trol me�sutes shail �# nc� time be u��d �s ��s��sti#�t� for lh� perm���r�t conlrof r�e����r�s unl�ss aki�erwiss dir��ted by #h� Engine�r and tF��y sha�l no� iricfud� rr��asur�� tak�n by th� �OhJTRA�7�R t� cantr�! c�onditions �re�t�c! t�y his c�nstr��ti�n o��r�tions, Th� #emp�rafy meastrr�s shalf rn�l�tl� �ik��, da�s, berrns, ���im�r�t basi�s, �i��r m�ts, �ute r��ttin�, t�r�p�r�ry seeding, straw mu���, aspl��lt m�fc[�, pJ�s�ic li�rers, ru�ble lin�r�, ba��d-hay r�tard�, d�1c�s, �Io�e ��ains and o#I�er d�v�ces, � �r7�oa� 5��3� ���� � ` ������� ���i������� B_ ��I��7'F2lJ�TI��V f�EQUIf��M�f�T�� Tt�� Engi���er I��s ��e a�th�rit� to def�r�e �radible �ar#� �r�d Ih� au#h��it� to li�n�t tF�� s��fac� ���a �f �r�dt�le-�a�th rna#�r�a� �xpos�d t�y �re��rir�� ri�ht-of-v�ay, �l��rkn� ar�d grubbi�g. the st�r�ace ��e� o� �r�dible����lh mai�ri�i ex��sed by exc�vatio�, barr�w and t� diro�t #�e ��h17F�A��`0� to �rovid� t�mporary pollut�or�-control measur�s to prev�nt �ontarrE�r�ation of adja��r�f �t{�arr��, �#h�r w�t�r �o�fses, lakes, ponds or otl��r �reas a� wat�r Empoundmen�. Su�#� w�rlc m�y invo�ve t�r� constr����io� �f temp�rary berms, di�C�s, d�ms, s���mar�t basins, sla�e drair�� a�nd �us� of t�rr�poe�ry r�€�1�hes, �ats, seeding, of olfn�r contro� d�vi��s or methods tiir��#ed b�+ the �ngi�e�r �s r�ecessary t� control soil aeosio�_ T�mp�r�ry �olfution-�c�ritrc�� me�sur�s shall b� us�d #o preuer�i �r ca�fe�t e�osion #��at m�y �eve��p during ��nstru�ti�� prio� t� instaEl�tion of �e�manent polluEion contr�� f�a�ures, �ut are not �sso��ated w+�tE� �eTmarrent cor�#rol f��tur�s �n Ehe pto�act, 7�e �r�gfn��r will limit tF�t �rea o� preparing right-of-wa�r. cCe�rGng �nd �rubbir�g, e�c�ava�i�r� �nd �orr�w to b� �r�por#i��al ko t�re ���TR��T�Fi'� c:ap��ili#y an� progre�� kn ke�pir�� tl�e firi4�h gradin�, mul�h�ng, se�dir�g, ar�d oth�r s�,�� �?efrT7�l��r�t pOt]�tipr�-cAr�tf�f CT't��sUre� CUrrel�t ir� �CCOr[��r�Ce �r,+�Eh #i�� ac���ted s�hedul�. �ho�ild �e2�son�l c�n�itic�ns rn�ke ��ch lirrk�t�f��r�s �nr��aistic, tern�ora�y soi�-erosiar�-control rn�asures shall be p�rforfne� as di�e�ted b�+ th� �r��ir���t. 1. 1IVas�a or dispos�l a�eas ar�d cor�struclion roa�� shal� �e lo��ted �nt� cor�s#rucked �n a mann�r tl�at v�+il! mir�irni�e tYr� amour�t of �edir�er�t �nter�ng stream�. �_ Fre�uer�t fardir�gs of Ilve stre�ms wi�l nat �e parmitted: #��refar�, #er��orary �ori�g�s or other sfr�ctur�s shafl #�e �sc�d u+h�rev�r a� �ppre����l� numb�r �� stte2�rn �r�ss3ngs ar� n�rcessary, l�r�less ot��nr,r�sc� a�prov�cf in w�iting by the Engineefi, mechania�t� e�uiprneni sh�fl r��l be op�r�t�d �r� I��+e s#rea�s, �. �Uhen w�rk aEeas or rnaterial ���ar�es ar� lac�t�d �n or adj�cee�i to liv� streams, s�ch �r�2�s sY��ll !�� s���r�t�d �r�m the �€re�m by a c�ike or ather barr�er to ic��p sedim�r�t �ror� �nkert�g � ffo�in�} �#re�m, �2��e �€�a�l be k��er� durir�g th� cor�str�cti�� �nd r�rr��v�l of su�h t��rri�rs to rnin�rr���� #he r�uddyR�g o� a�tr�arn. 4, ,�11 w�t�rw�ys shal� b� cl�ar�� a� soon as practicab�� of falso work, pilfr�g, �ebris or other �b��ruc��ons pla�ed du�ar�g canstrucYion op�ae��ions #I��# �re no� 2� p�rt of �h� fi�ished ��ork, 5. T�e �onlr�cior ���II #al�e suf��icient prec2��tior�s to p��v�ni pbl�utian of s�r�ar�s� lak�s a�� res�n�oi�s wit1� �ue1�, oiE�, bG#ur�err, ca�cf�,r� cl�i�ride or other harmf�l materials. H� s#�all conduct ar�d s��e�ule his opera�ians �� as t� �v��d or rnie�imiz� si�k�tior� af s#r�arns, I�Ites �nd res�rvoifs and to avoid Gnterferee��e wi#M rnovt�mer�t of �ni�r�t�ry fish_ �, M�A�UR�h�E�1T i�ND F.�Y�1�h1T� All warEc. tr7a�ori�ls a�d ��uiprneni r����ssary to pro�+�d� tempor�ry er�sion cantrol sha�l b� cons�der�d s�bs�dE�ry t� t�e �onlr��t 2�r�d �o extra pay will k�e give� for t�ris wor�t. �i4 �� 1N��t��� {�IVD �C�I���S��DB��`I�U�TIDN �� A��E�� TO DRI1�E� Th� �or�tracko� �hal� provide ingress �n� �gress #� the pro�erty b�ing cros��d �y this �anstruction and adj��ent prope�ky wl�en c�nstr�ction is not in progress and �t nigl�i_ Driv�s sf�a�l b� Ceft �c�e�sibl� a# r�ig�#, �n w�ek�nc�s, a�r� du�r�rg holi�ays. The �ontrac#ar sh�ll �ond��c# hEs �ctiviti�� #o f111f11rf11�� �#�st�u�tian of access t� drive� �r�d prop�rky during xl�e pro�fes� of �v�struc�ior�, Notificat�on s�al� �e ni�de to ar� owner pri�� to his driv�wa� b�i�tg r�rn�ve�1 2�nd��r fet�u�l�. f ]17�1� --- �{�-�'� �!"��� L� " �I���i�J"1� ��IV�1�1�1V� C}w �,2 PR�TE�TI�iV �� 7R�E.5, PLANT� AINI� ��IL r�il pfop�r�� �long and adjac��i t� kh� �ar�tra�tor�' ���r2�trons incl��in� lawn�, �+��d�, �i�r�i�s, t�ees, �tc,, sY��l! f�e p�esen+ec� or te�tc�red after compl��i�n vf th� work, l0 �. COndiiioh ei�Lr�l ka af betEer t�t�n e�cisted prEor to start of wor�[. Any tre�� or otl�ee ��ndscapc� �eatur�s ���rfed or �iam�g�d b�r #he �t�ntracto�s oper�#ior�s �I�a�i b� e�stor�tl or r���aced at t�e �ontr��t��� expe���, firrrnmi�rg or pru�tirrg to facilik�k� the wor�C wiil t�e p�rmikt��1 ��ly by oxporienc��i war�mer� in �n ���rroved rnanr�e� {No trimmin+� or pru��in� witt�au� tl�� prop�rty �w�r�rs' c�ns�r�#}, Prun�� Eirr�rl�s oF 1" diarrt�ter or I��ger si�alG b� trio�oughly tr�aEed �s ��pe� as p�ssiEal� withr � tre� waund dres�ir��, B�r ordinance, the �ontractor rnu�t �bt�in a�err�it frc�rrr thc� �ity Forester tr���re �r�y w��t (trimmin�. r�rn�val, a� r�ol �r�r��ngj �an be don� �� �r�es or shrul�� growing on p�bl€c grop�r#�r In�l�di�rg str�e# F�����#s-���VUays and €tesignat�d alfey�, This permi# ��n b� obtaineci by calting the Far�s!ry �lffic� a� 87� �5'��8. Afi tr�� udork s�rall b� in cofn�li�r�ce wath pruni�g stand�rds for �I�ss !I 1'rur��n� �s describ�d b�+ the� N��ional 1lrborist A��oci�tie�n, A cop�r o� ti�es� sf2�nd�rds c�n b� �rovid�� by c�lling the abo�+� numb�t, ��ry darr��ge t� put�lic tr�es due �� negCa���c� by �he ��r�tractar s�all be assessed usir�g the �urrerrt farmul� for �ha�� Tre� Ev�luatlon �s �l�fined �y the �ntematio�al �c�ci�fy o� A�r�oricu�lure. I�ayrne�rt fo� ne�lige�� darx�age to p�k�l�c lro�� sn�ll �e rrtade to #!�e �it� �f Fork 1+V�rt�t ar�d ma}� be wikilhel� frarn f�ar�d� d�e tf�� �ontractor b�r th� ��tY- �o �r�v��t th� �pre�d of #h� �a�C 1Nift f�ng�s, 2�11 wour�ds or� L.ive Oa1c an� Red ��k tf�as �k��11 be irr�rrc�dia#e�y s�aEed �s�r�g � con�mercial prur�ing paint_ �1a s�p���#� paymen� will b� mad� for �r�y of the wpr� ir�v�lv�d for this i�em ar�d �f� ��sts rnc�fred wlll b� c�nsid�red a subsi�i�ry c�st of t�r� pro���#. o- �� �rT� ��sTor�Tion� �"Eti� c��t#r��tot sh��l b� responsible �vr restaring #fi�e site �� original gr�d� ar�d ����#iti�n after �orn�l�tion of his �pe�ati��rs subje�# to �pproval af tl�e �ngin��rr, �f`h� i��sis �or 2�p�rov�f �y the �r��ineer will be �r�de r��to�af�on to �rlus mi�us �ne-keni�h (0.�} �� � f�ot. D- 4� �ITY OF ��itT W�I��`H �7ANDARD p����1�T L��7' f�fi�posed pro���ts �ul�rnitted in the #�Fd dacurn+�nks rnust app��r i� #he lat�st "�it� �f Fart INo�kh �t��7da�d i�roduc� List, foe Eh� b�tl �o b� �onsi�a�ed res�or�si�+�_ Proti�acts anrl pr�c�sses list�� �r� t�� "�ity of F�rt VMdo�t�r �tan�ard Pr�duct List s�yall b� consideretl ta r���t �ity of �ort W�rk�r r-r�inirr�um tec��n�cal ��quir�rn�r�ts, D- �� l"f�I���IL, ��D���l�, �EEDlf�C� � H�'DR�MUL�HIhf� �h�s ite€n sh�lE �� p��f�rmeci in accord�nc� w�Eh the �ity of F�rt UVor�h I�arks and �ornm�,n�ly ���vic�s ��p�r�r�eni Sp��ifi�ation� for Topst�il, ��dd€ng �rrd ���dtr��, 1, T�� �OI L. • - - --_ - — —� �7rr�oz ��-32 ���� � � ������1� �i��i������iJ� DE��RIPT1��1_ �I�is itorr� wial consi�t of fumi�hing a�d placing a finir��mum o� six {6� rrrch�s of topso�l� fre� fror� roc�C an� foreigr� er��t�riaE, in a1C p���C�rrays and �nedians #o the lin�s �nd grades �s �stablisl��d b� �h� Eng��ear. ��NST�U�TI�N M�7H���: Topsoll wili be secured from borrc�w sou�c�s �s r��uired to s�p�l�m��rt mater��l �ec�re� �fom skra�� ex�ava#ion. All exca�at�d m�ter�sl� �rorr� s#r��t� wJ�ic� is suitabl� ��r top�oi� wi�l b� us�r� fn t�� par�cv�r��+s an� rnedEans be�ora ar�y t�psoil is o�tained f��rn a barraw s�urce, Topsoil rr�raterkal s���,red fr�rn �#re�t ex��vation shaMl b� stockpile�i �t Iocaki�ns ap�t��red by lh� Engir�e�r, �nd at corr�pl�tia� �f gr�dFng a�d pavFng oper�#ior�s, t�psail sh�ll b� plac�d on parCtv��y �re2,s s� �� to pr�vid� a mir�im�rrt six {6j in�he� of �ompacte� ciapth o� tops��l parkw���. �. ��L DIN� DE��RIPT1��3; �odtlin� w�li ��nsis# [�� furn�sl�ing �r�d plant�ng B�rmuda, Buffalo ar �t, Au�usxine grass ir� #he areas b�t►n+e�n t�� curbs and wal�s, on t�����ss, ir� m�da�n �tr�ps, on �mt��r�km��ts �� �u� slppe�, or in such �r��s �s d��i�nat�d on the Draw�r�gs ,��rd in accord�r��e witC� �17e raq�irerr3���� �f th�5 �p�ci�r�at�[rn, Recomrr�e�rd�d B�ffa�o grass va�i�#ies for s�d€�i�g �re P��iri� ar�d �0�, �NA1'�RIAL�; ��d si-ialt c�ns��t �� Eiv� �nd �rowin� ��rmud�, Buf�alo or �t. A�gustii�e gea�s s���rr�d tro�r� ���fces wYt�re t1�� soil is ferl�le, ���{ to b� placed durin� t�e �orrnar�t state of th��e �r�s�e� �I�all be al�ve an�k ac�ep#able, �errn�da an� ��,ff�la �r�ss sod shail hav� a ��al#��, virFl� r��t sy�k�rn �f d�nse, #hickly rn�tked ro�ks #hroughout a twa (�} inc1� mini��m thickr�ess of r��tiv� soi� 2�t��cl�etl to ##�e ro�ts. �t_ Augu�tar�e grass sod shall hav� a h�aEth�� vir"r�e root sy�#�rx� of dense. thi�kly rn�#ted r�ats [h��u�ho�t a one ��} inch rr�ini[rt�m i��ickn��s o� nai.ive s�il at#ac#�eci to the roo#�_ The so�f sl�all �e free frorr� obr�ox�ious we��s or othe� grass�s ar�d sha11 not c�r�t�in any �n2�E#ef def�ter��us lo its �rowt[� o� ►vhich might af�ecl its suf�s�ste�c� or I��rdi��ss when tr�nsplant�d_ �od to b� plac�d be�n+een c�rb a�d walk a�� on tecr�ces s�al! be th� s�r�e type grass as a��ace�nt �rass or e�ckstir�c� t�wn, �ar� shall be tak�r� a# all tRmes t� r�tain natf�e s�iJ on the roo#� of ihe so� durir�g t�e prac�ss of �x�av���ng, I���li��, ��d �I�ntin�, S�d m�ierial sl�ali �e Ecept mois� fram th� i€me iE is dug until �lant��i, VVi��r� s� dlr�cted by the �r��i�eer, t�e sod exis#i�g at ihe s�urce si�all b� w��ered �o �he extent requir�d {�rior tt� excavatin�. �od materi�] sh�al be plar�tet� wa�hi� #hree days a�tet i# ls excavated. ���I��RE��TI��i AR�THO��: ,�f�e� the d�sigr�a#ed are�s n�ve been comple��[i to the lines, grac��s, a�d cross-�e�tian� show� on th� Drawir�gs ar�d as }�rovided ��r ir� otYter i#ems o� th� c�n#r�cl, �odd��rg a� #�re typ� sp�c�fi�d �#�akl ba {�er�arm�d �n ���ord�nce w�t[� t#�o req�ir�m�nts h�re{na�lar d�scribad_ �oddin� sh�ll be eit�er "s�of" or "block": �it�er B�rrn��a, B��falo or �#, Aug�stine gr�ss. a_ �pot ���dir�� �urr�w� p�r2�llef ta the cueb line or sidewaElc �in�s, tweive {��} in�h�s on ���t#ers or ta tho dirner�si�r�s s�ou�r� �r� th� Df�wing�, s�all b� ope�ed �n areas to �e sad�ed. �n all furrows, s�d ap�r�xi�nat�Ey lhrea {3� Inch�s �c{uare ��all �� �I���d on tw�lv� {��} inch cen�ers at proper tfeptl3 sa ##�ak the top of #�� s�d sh�H �rvt b� more thar� ot��-I�2�If {'��2� a �r��r� S � �-33 ���� � � ������� ���������� inch ��low tha �in�shed �Tade. hloi�s �f er�uivaEer�t �ep�h �r�d s�acir�� rn�y be �s�d instead o� furrows, TY�e s�il sl�all �e Fi�m 2��our�d eac� b���Ec �nd ti�cn th� entite sodd�d �rea shal� �� c�r�fuli� r��led w�th a���uy. E���rd �o�ler d�v�l�pirtg ���t��n �'��} #� tw�n#y- fiv� ���} �ounds p�� squ�re inch c�mpress'ron, H�ntf tarn�ir�g rnay b� r��}�G��� a� t�rraces, b, B�ock �o��ing. �# locati�ns o� #h� �r2�win�s or wl��re dir�ct�d, so� bl��]cs �hall be c2�r�fulip p1a���{ on ff�e prep��ed ar�as. 7�� sad s�ali #�� so pl�c�d ��a� the entir� d�sic�r��t�� are� sh��l be �ov���d, and �rry voids left ��r the btock s�dd�r�g si��Cl C�� fill�d wi�h ��d�f�onal s�d �nd t�mped, ��a entife sad�ed aro� s�al� be rolled �nti tampe� t� forrr� a tho�ou�t�fy �omp�ct so�ic� m�ss. �urfac�s of �lo�k s�d, wi�ich, kn tE�� vpir�io� o� ll�e �r�gin��r, m�y s3ide dua to thc� h�ight or alop� o� the st,r��ce or ��t�r� �f #�e soil, sh��l,, upor� direc�ion of t�e �r��ineer, be ���ge� w��h waod�n qegs �Jriv�n throe,�� tl�e sod bi�ck to ihe �irrn aarkh, sufficienll� ciose #o hold t�r� block 5��1 �irn��y in �lac�, Vllh�n n��e�sary� th� soclded are�� shall be smaotl�ed �fte� �lanti�rg h�s ba�n �oe����ted anci shap�d to canform t� th$ �ross-s�cti�� pr��+iousay provid�d anri �xisting 2�t th� iim� soddir�g o��rati�r�s w�re b�g��. �n� excess dirt Frorr� plantin� nper��rons shail be spr�ad u�iform�� ove� th� adja��nt �r��s or dis�osed of �s d�r�cted by �h� �ngino�r so #�72�t €h� �o€npl�t�d surf2��e w�ll pr�ser�t � sEgF�#t�r app��r�rt�e. 7�� s�dd�� ar��s �hsll be tharo�gh�y waE�r�d irnr�ediat�l� afker �h�y ar� piar,ted a�d sh.aEi b� st���eq�errt�y wate�et� �# such tirn�s �nd i� a r�ianr�er �r�� q��antity direc#�d �y t�e �e�gi��er u�tir �or�pl�tian �nc! fr�al accept�nce of tne �ra�ecE �y the City of �ort UVori�. �, S�EDRN� C�����IPI`I�EV. "�e�ding" w41i �or�s�st af prep2��ing ground, provrdrng and p�a�tint� se�rd c�r a �n�xt��� af s�ed �f ti�e kind speci�ie� along an# acrass su�h �reas as m�� b� d��rgn�ted �� tl�e Drawir�g� �nd �n a�c�rdanc� with these �p��i�ica�rons, MAT�R[AL�; �, ��neral, A�f s��d us�d �nust caery a T�xas Test�r�� �eed label showir�g pur�ty �r�d �Bff'f1lf1��10�, n�me, type o� se��, and th�t #i�e see� m�eis all requir�rl7errts oE th� 7ex�s �eed L�w, ���d �u�`a�F�hed shafl be �f the pr�vGo�s seaso�'s �ro� a�d t�e �fate �f analysis show3rr� �r� ���� tag �ha11 f�e w�t��rr ni�e ��) rnonths o� tlm� o� d��i�+�ry �o #�� �rojoct, Ea�F� v��i��� of s��d sha�l b� furr�isF���f �n� d�livere� �n s�parat� b�gs or �ar�#ainers_ A sam��� �� each variel�r �t se�d �hall b� f�mF�hac� t�� �na�ysi� �r�d t�stin� �++i��n dlrected b� th� �nginoe�. TY�e sp�cifi�d ��ed shall equ�l �r e�cceed #Y�e fol�owing �erc�nk���s �f Puri#� �r�d gerr�ir�ation; �omrn�n Nam� Comrn�n Bem�u�a Crass Annu�l F�y� �r�ss TaEI �esc�� P. uf�lY �� �� 85°I� 95�1n �ermir�atio� 9�°fo 95°fo 9L?°Io 7 t�a�z SC-3� ��4i�� � - ����+��� �+�}�������i� VUe�#��n whea�gr�ss Bt�f�alo �rass V�tietie� fiap ��n �ody �5 °lo 95°!0 959b 90°la �JO °fa �J�°lo T�bl� 1�{�.�.��}�,. l.�i�BAN �1�tEA WAFtM-�EA���I ��EDIk�� FtAT� {�b�.�; F'�r� l�ive �e�d ��L��� Mix#ure far �lay or Ti�ht �ails iVll}CrUf@ fOf �B�dV �OfIS D�tes �E��t�rn �ec�ion�� {1Nes�ern �ec#ior�s) �All ��ct�o�s} Feb 'l Bermud�gr�ss �Q �uffial�g��ss BO S�rmu�la�rass �� to Buff�lograss �0 Bermudagrass 2Q Buffalograss �SO M�y 1 Tot�j: �00 To#al; ��0 Total' �10� Tai�le, 1�0.�.�2jt� T�1VI��I�AR1f ����-��A����! SEED�hl� �AT�; ���.j P�re Live �eed {PL�� Da#�s AI(..__ �..S�.ct�an� Aug �� Ta11 �escue t� W�stern Vlfhealg�ass h+�ay 1 A�r€���i Rye iatal: 5b 50 50 ��0 �Oi�l�TF�U�TI�N iV��TF•i0a�; Aft�� lh� d�sEgnated ar��s trave be�n cvr��pleked �o i�e Ei���, gr�des, ans� cro�s-s��ki��s shov�n on ih� D�av�ings and a� provided for ir� o�her items �� #�i� �on��2�ct, ���ding �� lt�e ty�e s�ecified shall b� perforrr�ed in accordarrce with the req��i�emerrts I�er�inaft�r #escribed, �, 1Na#ertng. �e��ed ar��� sl�aU b� wat�re�l a� �ir��t�d ��r tl�� Ertg�ne�r �a as to pr�v�nE wa�#��n� of th� slop�s �r dE�lo�gm�r�t of the s�ed, b. �in�sh�r�g. 1+'�lhere appEica�Ee, t�te shaulders. slap��, �nd di#che� sl��ll k�e smoothet� aft�r se�d b�d pr�par�tior� h�s be�r� cornpl�#ed and s�rap�d to cae�forrr� to th� c�oss-sec�ion pre�io�skp pravid�d and e�cts#ir�g at ihe �ir�r� p�antir�� aperal���s v�r�re ����n, ���AD�f��7 ��C�Ir��: 7he s��� or s�ed �x�ix�ufe in ihe c�u�nt�ty speca�i�d shall be ��r�iformly dF�#rlbut�d over the are�� shown an #he Drawi�gs and wrier� d�r�cted. If the s�wing o� seec� is by I�and, ra#her ll�an �y m�cl��nical rr�eth�ds, th� se�d s��11 b� so�r� In �wo d�r�ctEons a� rig�rt �n�E�s to ��ch a#h�r, �e�d �r�d fertiEiz�r �h��l b� �f�stributed at #�� same �ime provtd�� #h� �p�cified ur�iform ra�e �� app�lcati�ar� for b�t�r is obtained, ��Ffnishirr�'� as s��cifi�� in ��cfion D-��, ��nstfuctian h�letha�s, Rs erat a�plica�Ec� si�ce r�o s�ed bed pr�paraE�or� is f�quired. I�����D �E�DIfJ�; �oif o�er the �rea shov�n or� th�� Dr�wir�gs as r�ir��t�d to �e s�e�3ed �ha�l be �ooser�ed to a mi��mum �ept� of #hree {�) ����es �nd a�� parkic�es ir� the se�d b�d sh�ll b� re�uced to less #��r� one {1} �nch i� �s��'ne�e� or #I���+ shall b� r�rnpv�d, �I�� 2��e2� sh��l ther� �a fi�ishec� to lin� and �rade as sp��i�i�� ��der "�inisl�ar�g" in �ect�an D-�45, ��rtstructiar� ��thads. rrr��rz ��-3� ��l�fi � ` ����.��� �i���;����� �'Y�� ��ed, o� ���d mixt�ar�. spocffE�d sha�l iF�en E�e p�anied �# the e�te requi��d and th� �p�E�c�tion s€���C b� rnade un��o��-r�ly. Gf th� sow�rrg af s��[{ i� by hand r�ti�er than b}r r'n��har�ical me#h�ds, sesd sh�lf #�e r�k�� or harraw�d into t�� s�i1 tc� a de�#� �f 2�p�roxirnat�iy �n�-eighi ����) in�h, Tl�� pia�ted ��ea �hait be r�lled with � c�rr�gat�d roller of the "�ulti�a�icer" tYPe_ All rollir�� of ��� stop� a���s shalf b� or� tY�e cortt�u�, A�I�k�kAL�" �+1�.IL�H ���Ql�t�; `f`!�� �ol! �ver lhe arsa shawn �n the Drawings, or as c�ir��ted tr� he s��ded, sh��l b� la���r�e� to th� mir�imum de�#i� of t�ree (�j ir�ches �nd all parti�Res �n #h� �ee� bed s�2�fl b� reduc�d t� less t#�ar� ��� (�} In�Y� ir� d��r��ter, �r lh�ry shall b� �`�moved. Tha �r�a ��rall t�r�n be �ir�tshe�i to Jkne �nt! grad� �s sp�cified under "Finishirt��� ir� �e�#ion D��t5, �anstruction [�+l�fEi�ds, Vti+a#e� shall �#�ren b� 2�p�iied to the cuikivated area of khe seed b�d untip � min��nur� d�pkl� of six {6) ar��t�es is tl�or�u�i�l� moisEened_ Afke� #�te +�2�ter�n�, wh�n �h� ground ��� ���orne suffi�ientf�r dry t� be loos� and pliabl�, khe s��d, or �eed �ri�xture s���ified, shall then be plar�t�d �t #}�e ra�e ��s�uirett ar�d #�c �ppiication s�rafl be m��#e unifarm��. If the �aw�ng o� ��ed rs by F��nd, r�ther th�r� �nec�arrical meti���s, �E�� ��ed �h��l be saw� in #uva d€r�ctiorrs at n�l�t angles t� �ach oth�r, ���d �nd fe�tiCi��r rn�y be distr�bu#ed at th� same tifine, provi[fed #�re �pe�a��ed unEforr� r�te bf app�ic2��i�n �or ba��r r� oE�f�ine�, After pl�r�ti�rg, the se�d shall be raked ar ha�rovr�d into th� soil to � d��th of approxirr��#el� on�4q�ark�� (1f�} �r�ch, T�7e �lant�d s�rrfa�e are� �nd givir�g a srnooth �urfac� wiiY�ouk ruts ar t���k�. In b�iween the tim� c�rr�{��cting is �orrkpleted a�� t�e �spMal# �s �pp�ied, #he pl�r���� ar�a� sh�il b� water�d s�,�fiicrank�� to �ss�r� urr��arr� mc�ist�,r� �rom kh� surF�c� #o � mRnirn�m �f si�c �6} inches ir� d�#t�_ T�re �pplic.�kion �� asp�r2�ft sh��l t��low ih� I�st waterFng as rapidfy �� �os�kbCe. As�halt sh�ll E�� of th� #�rpe ar�d grad� �� shown �� kh� l�rawir�gs �ncf shall cor�forr� �o the ret�uifem��S� 4f tit� it�rn ���, ,��1sph�alEs, D��� and En�utsion�". C� the t�r�ae o� asph�ll f� h� �Es�d is flo� shawn vn th� �]�awings, or iF prawings �r� nat includ�d, th�n h+��-2 sl���� b� �s�d, Ap����ation� of fh� as�h�J[ shall b� a# 2� r�#� o� fh�ae-kenth� {0_�j g�lEcrns p�r s���re yard_ I� sh�11 be appli��i to lh� are� ir� suc� a m2�rrr�er so t��� 2� com�l�t� f�lrr� is abtain�d and th� f��Rshed surf2�c� sh�31 l�� �ornpa�akivel� smoath. ��Y���DI��a QF AF�E�� PLAN7�D 1NITH ���� �EA�D�J� �������; �fc�a� vs+her� t�mp�r��y �aol s�a�s�n sp�cie�s hav� beer� plant�d rnay b� repl��rt�d �e�in���g F�bruary '� wr#h w��m sea��n ��ecies as lisked in T�bCe 1�0.��2��, 7"#�� re��eedir�� wi�l be achievetf ir� th� fol�owin� r�anr�er_ Th� cooN se�son sp�ci�s �hall b� mt�wed dow� ta � heigh# of one (1) in�h �o �ns+�r� tF��t s�it-s��di�tg eq�i�m��t will be e�l� to cut th�ough the tu�f and �chi�v� ad�qua�e sail pen�t�ati�r�. '�li!-�eedin�, i� ��hi��+�� ��rough #he us� of an rmplet���t which cuFs a furrow {s�it) in th� soal �r�d places th� seed rn tl�� �lit which is �h�r� �r�ssed clase wit� � c�lt pa�k�r wa�ael, �, HYDROP�U�.�H ���DIN�; If hydro €nulc� ���d�n� as �rovi�e�, s���i mix st��ll have ���l�o p�.�rity of 8�rrnuda grass �nd h�v� a germrna��o� r�t� o� 90°10. �ontractor s��Cl en���re t��t �he t�ra�s e�t�blishe�. 5. �O�1�T'F�U�TI�F� WITHI� PA��{ AREA� r ��i�o� � �-�6 ���� � " ����il�L� �r��`����I�i`#� T�R� R��7�I�A7��� OF PAf��{ AR�A�: F�RTILI�Ef� D���R�P7��hJ; "�erkil��er"' wtil �or�sist �f pr�v�dir�g a�d distr�t�ut��rg ��r�il€zer arrer suc� ar�as a� �r� designa#��E or� #1�e �rawir�gs and ir� �ccordsnce witY� tl�ese Sp�ci�l��ti�n�, MA�T�i�aAL�; All f�r�R�ixer usecC s�alC b� ��liv�r�d in b�gs ar con#a��ers c[ea�y l�t�elecf sY�ow�ng the �n�Gysis, l`h� ferli€i�er is ����ecl �a teslirrg 3�y the �aky o� Fork Vl�ort� in acc�r�i�r�ce with il�e Texas FerEiii�er Law. A p�lle�e� or �ran�a�t�d fer#ilFzer 5�2�GI be us�d with ar� �r�2��ysi� of 1�-��-(} or 1fi-�-8 or hav�r�� th� analysi� s�own an the Drawir�gs, T1�� fikgur�s in tl�� �n2�1y�Rs re�re�e�f khe �er��r�t af �Etrogen, �ho�phoric �ci�i, ��td pot�sh nulri��rts re�p�ckively 2�s d�terrr�in�d by #he m�Eh�ds �f tk�e As�aci�ti�r� of ���i�ial Agri�ultural ���mists, !n th� �ver�l i� is n�cess�r� i� subs�ttut� a f�rti�i�er of a dlfferent ar�alys�s, Et s�a�l �e a pe�le#ed or �r�nu��t�d �erki�iz�r with a lower �anc�r�tr��ion. 7�tal a�na�nt �f �utr�ants furni�hed �nd �p��ied pet �cre s��ll e.����R �r exce�d t77�E sp�cl�ie[� �or ��ch nutet�nt_ �OEV��RLJ�TIOiV fUIETH�}D�; 1N��n a� iten7 for fer�ili�ar is ir�cEud�d ir� #he D�aw�r�gs and propo���, pelCe�eci or g��n�al�te�i fertili�er shall �e appli�� ��r�ifarmly nv�r t#�e ar�a s�ecified to be ferkiiiae� and in tite m�r�n�� dir��t�d f�� #h� particu�ar rt�m af wark, Ferti�i�er sfi�aEl be dry and in �o�d phys4c2�1 c�r��litian, Fe�Gllzer t��# is powdered to csked will be re�ected. Di�trioutior� �f fe�tiliz�r �s a p�rlicular item of work sY�all meet t��e ap�ro�+al of i1�e �ng��re�r_ Unl�ss otherwis� indic�t�C �n #�e I�ra�r.+w�r��, fertiiiz�r s��al! b$ ��plE�d unifarmEy a� the a�+erage eate of tC�re� h�nt�rer# {�p�) pot�ncfs per a�c� for �I� typ�s of "�odding�� a�rd fo�� h�r�dred (�4�0) �ound� per �cr� �or a�l t���s o� "�eadtr�9"- N�EA�I�R��Eh�T: Tops�il s�cured from b�r�ow sa�r��s wlEl �� measur�d by tfi� s��ar� yard in place on #�r� pro�ect s�te_ f�ieasurer��nt �vill be rn�de �nl� on topsoits secured frorri borrow sou�ces. Acc��#ab1� mat�ri�l f�r "�e�din��� wl�l b� m�as�,r�� b�r tl�� f�n�ar fc��t, �ornpl�t� in p1���_ �cc�ptabEe material for "�oG��r��" will �� rnea�ured b�r khe li��ar f��#, cornplei� fn p��c�, �ecepta�l� material for "��rkiai���" shaGR be s�b���iary to #he price �f �oddir�� or seecEing, PA1��11��,IT; All wo�k p�€forr��d �s �rdereti artd me�sur�tk shalJ b� sul�sidiary to th� �o�kr�ct unEess and �therwise notad in t�r� pl�ns �rrd �i� �i��u�nen#� t� t�� p�i� For �t tE�e unit pric� b�t� for �ach i#err� oF w�rEc. lis pr�c� s�akl be f�l� compensatron f�r excav�ting ��xcep� �� r��t�d bel�w}, loa�irt�, ha��in�� p�ac�ng an� ��rnishkn� all I��or, eq�iprr��n�, too�s, s�p�lies, and �r��Edentals ne�essary ko c��-npl�t� +�or�, �al I�bvr, e��,iprner�t, f�als anci incRdenta�s n����sary to sup�l�. transpart, stockplEo ar�d �l��e tapsail or saav�g� �ops�il ��s s��cifi�d �hall be i��lud�d in "�e�d�n�`� ar "�o�ding�, bid it�ms anc} uvl�� r�ot b� p�id f�r c�ir�ckl�r, "�pot saddFng" ar "bloc�t sotiding�� �s tFte case �a� be, wikl be paid for at the c�ntract �nit {��€ce p�r squar� yard, cor��[ete irt �f�ce, as �rovi�ed �n t�e �eoposal and co�t�act_ TI�� contra�t ��it pri�� st�all be t�� total c�mper�s�tior� for �urn�s�ir�g �nd pla�ir�g a11 s�d; for �!I roHing an� tamping; for �II watering; for c�Espo��� of ail �urpl�s mat�rial�; �nd for �il rr�aterials, rrrr�2 5���� ��1�� � ' ����r�J�� �r��i�������J - labor, ���ip�ent, tooEs and fnca�€�r�tals nec�ss�ry ta corn}�let� the wo�k, �il in acca�d�nce witi� tl7e D��w�ngs and #hes� �p�cificatior�s_ �F�� work �erforfnc� �r�t� rn�t�ria�s �u��ished and mea��rod as pfovided �n�er '�Nl�asur�rn�nt" sY�akl b� p�i� fae at t�r� �nit �rice for "�eadin�'� ar "�odcfing" of �he ty�� sp�cified, �s th� case m�� b�, w}�i�� peice sh�l� eac� be �uti �ompor�s����n for furnis�ing alk �aterial� a�d �ar p�rform�ng �11 ap��a#i��s r�ecessary �o c�rnplete t�e work ac��pted as f�llows� F�rtilizer m�t�rial and applica#ion w'rA na� be me�sured or paid �ar �ar�c�ly, b�t is c�nsider�d s��bsidiary #o �o�ding a�� �e�ding. D- 46 CO�1Fi�1ED �P�#�E E�VTRY PR��#�AM It s��all be �I�� r�spor�sib�lit� �� t#�e �arrtra�tor �� implemerrt and mairit�ir� a vari�l�l� "��NFEh�ED �PA�� �fVTRY PR��F2,8,i�" �vhich m�rs# �ne�� O��IA ��quirerx�ents ��r �II ifs �mplo�ees and sub�or�#r��t�rs at �fl t�me� durir��g cor�structi�n_ �ACI activ� sewer rn�ni�ol�s, regardless o� depil�, are defined by ��HA�, a� "��rmit r�quired c���in�d sp�i��s"_ ��rrtr�c#brs sh�lf subr�i� �n �cceptabl� °�D�3FIN�� �f�l��F ENTR1' 1�F���RA�f1lI'" f�r �II appli�a�l[� man�oCes �r�d maint�i� ��r �clive �ile for th�so m2�nh�€�s, Th� ��st of camplyir�g with t�ris p�•ogr2�rr7 shall be s�bsi���ry ko �he pa}� it�ms �nvolving work in confiirred spaces. D- 47 �U�ISTANT��1L. �Q141P��TION I�tSp��TI��lF31�A1. IN�PE�TI�f� '�_ Privr to #he f�nal fr�s�ecki0fl l3�ir�� cor�d�r�ted f�� th� ptaj�ck, the cantractor shall c�nt�ct ##�e city ir�spe�tor i� wf�tir�g u+��n the er�li�� �roje�t or a des�g�ated portiart �� the �roject is subsi���i�lly r�r��let�_ �, The inspe�t�r aE�e�g w�tY� �ppr�priate �ik� �k�ff and ##�� �ft�'� cor�s�lt�nt shall m�k� a� ins�e�tioG� o� �he subst�nti�lly ��mplet�d work an� pr�p��� and submit #� th� cc�r�tr�ctof a li�t af Ilerns needing to b� carnpl�t�d ar corrected, �_ TI�� con#�a�#or shall t��t� immedFa#e st�p� to r��ti�y the fis#�d d�ficier�c��s and t�otify �h� own�r i�� wrt��i�tg wi��n ��I tM� iterrrs h�ve be�r� co�rtp[eked or carr�c#�d. 4, Paymc�nt f�r �u�sk�r�ti�l complettan le�s�e�ti�n 2�s w+�l� �s fat��l ir��p�ction ��rall kre s��bsidiary to t�e pra}��E price_ �ank�actar shall sii�! �� r�quir�d �o a�dr�ss al! oth�r �eficier��ies, whicl� a�s disc�v��ed �# �f�� time af fin�E ir�s�actror�, 5 Fir�al InspectEan shaal be rn �anforrnanc�r wit#� genaral �onr�itior� it�rn "��-5,�8 Final fns�e�tion'" of PA��T � - �EPIEf�f�L �ONC�ITEpN�. D, �8 E�{�AV{�TION IV��4F� TREE� 1, �he �on#.fi�c#or �h�ll b� resp�rrsibl� �or �akirrg �r�e�sr�res #t� rrainimi�� d�mage #q tree limb�� tr�� trun�Cs, �r�d i�ee roo#� �! �ach w�rk site. Alf ��uch rn��sures sh�ll bc� �on��tler�d as �ncit��nt�l work included in fhe �ontrack Unit f�rlc� bi�l FoT �ppiica�fe pip� �r sl�u�t�are ins#aG�ati�n �xc�px far sho�t t�r�r��fi.ngltr�a a��eri�g- �, Any� �r�d alr tre�� a�cated wi#Y�in tf�e ��uipm�rtt ap�r��R�g �rea at e��l� wark si#� sh�fl, �# lhe directiaty at the Er��ineerr be protect�d b� er�c#ing a"sn�w ��€�ce" ��ang th� drip f�r�� �r 2dg� of the tree ro�� systerra betw�er� #ree a�d the cons#fu�tior� a���. r ���rs �� �38 - ����` � � ������� ����i�M�rv� �_ �or�tr�c�of sha11 �nsp��t e��h w�rk s�t� in adu�nce ar�d arra€t�� #o �av� any tfe� limbs prur�ed that rriigC�t b� �ama��d by �qulpm�r�t operaE€�ns. 1'h� Engineer shall b� n�tifie� at Ic�ast �4 �aurs �rt�r to ae�� iee� trimm�ng wark. �io trirnrning w�rk wiCl be permit�e� wilhGn prwvat� prop�rt� wilho�t written p�rmisslon �f t�e �wn�r. �. hiothi�g sh�1l be stored ove� tl�e #f�e roat �y�tem wrtl�irr Eh� dfip iin� ��e� �� �ny #r�e. �. 8�for� excavation {ofP lhe �oadwa�rj witYr�� €he drip line a�a �f any #r��, #h� �ar#� �hall be s�wcut for a r�anir��rn �epth of ��e�t. 6, At des�gr�at�d locaiions shawn on th� drawir�gs, tl�� "shork #unn�!" metk�ad using �1�ss �'� E�.1, pipe sha�l b� utih�ed. 7_ ��cc�p� in �r��s ��rhere �le�ring �s allowed, a�l i���s up to 8" �� diarne#�r dama�ed d�,rirrg cor��#�u�tion shall be r�rnoved ar�d re��ac�d with #�� same ty�� an� cfiarrret�� tree ai t�r� cor�#ra�k��s �xp�ri�e. 8. �o�lra��ar �ha�l err�pl�y� a quaEif��d lands��pef f�r all the wark require� �or �ree car� �n �n��re ut�ai�atian of tl�e �est agrwcultura� pr��#�c�� and proced�ares, �, �F�ort tur�neling shall cor�sist a� power au�oring or �ar�d �x�av�t�or�, 'I`h� �un�e1 c4i��n�t�r sl�af! not be largor t�an 'k-�J� t�mes t�� ou#s��� �i�e diarrketer. 1�oid� re�nainin� af#er �i�e ir�stal�atior� shall �e pressu�� grouie�, q- 49 �OlV�RETE �hf�A�Ek�Ei�iT �� �EW�R PIP� �or�crete �ncas�rn�rr# of ��wer� sh�l] be paid for at t�e cancre#� �nc�sem�nt as mea�tR�ed in pa�ce along t�s c�i�met�r �ndi��t�d. �Y�e ��n�r��t Uni# Price sl�all inc]�d and reirr�or���nen! o� ih� �anc�ete er��asern�r��. D- �0 CL.AY DAM �nntr��� l�nit I�ric� per I�ne�r faot of ce�r#erl�n� of the p3�e for eac�r pip� e all costs asso�tat�d w�tF� ir�stall�tion ���y d�� �onstruct€o� s��41 be �erforrn�d ir� ac��rdance wilh �1�v l+Vastew2��er �1�� Q�m Constf�cti�n, �igur� in #ne D�awin�s in tE��se �p�cifications, ak I�cations indic�#sd on t�e Drawing� �r as dir�ct�d b� th� �i#�, ��ay da��� sh�ll be k�yed ir��o ur�disturi�etk s�il t� mak� ar� ir��ervio�s �arri�r #� ��duce groundwa#�r ��r���aki�n ��ro�gh khe pip�lane tr��r�h, ��nstr�ckion material �ha�l cons�si o� ���npa�#ed b�rakanite clay or �;�7 ��n�rete. payr�ent far work s�,ch as �orrning, pla��r�� and fi�ti�hing �ira11 �� �ubsidiary tt� �he price bEd far pip� instalEat�or�, D� 51 �}(P��F2ATOI��f ���A1�A1'I�N (D-H�LE} T�� �on�rackor sl�a�l be r�spon�ibl� �or v�ri��+irtg #�e I���tior�� of ail existing uiilitie� pnar to �anstrWc#�or�, in �ccorc��r�ce with il�� q��_ At lo�aiio�ts ider�t��aed on the {�rBWill�S, �o��ra�#or sl�al� ��n��c# an ��c�skaratory ex�avati�� �I�-Hoi�j, �o lo�ate and v�rify th� lacatian ae�d �Cevat�on of th� oxls�Rr�g �,t�de��rou�d ut��il�+ w��re ii r�1�y be �r� �o�ential c�nfl�ct w�t� a proposed f�c�lit� �lignrr�ertt. The �xploratory excav$tion shall b� cn�rduc�od �ri�r t4 constr���ian o� #h� e�tEr� proj�ct anly at ioc�tians c4e�oted an �h� plae�s �t as �ifi�cE�� b�+ #�r� er�g�n��f, �onir��tor �hall �ubmit a repo�k of findings (in�iud�r�g surv���d eievatians o� e�cis�ing conflGc#�ng �tiliki�sj ko the �ity prio� ta tl�� sta�t c�f cor�s#�u�tion �f tl�e ent��e project. Ifi the �ontr�ctor d�te�ax��nes an exis#in� � �r�s�a� 5��3� ���� � ` ����i��L �+�IV���1��� �tilkty is in �onf�ict wtth th� �ropased f�cili�y, t�r� contr�ctot �F�al[ ca�taci the ���irte�r �mmediately f�r app�opriat� desigr� r���dlfi��tiar�s, �I�� �or�ir�ckar sha�l rt-�ak� l�e ���c�ssaty re{��'rrs at t�� �xplora��ry e�ccavation (D-I�olej t� obtain a sa�e �ntl prop�� drfvin� s�rfiacc t� ensure tt7e �afe#�r a�f th� g��eral �ubli� ar�d to meet th� apptava] of ti�� �ity ins�ec�or. Th� c�t�l���#or �h�Jl b� I€al�fe �or ar�� ar�d a�l t��mages incurred d�e ta ti�e explor�tory �xc�vati�rr {D-F�ol�}, P�yme�� 5h�ll not be rnad� for VE�I�EC�k�pl"i of �x��tir�g �tilities per it�r� Q-�, P�ym��t �o� explaraiory e�c�av2�t'ron (D-F�lole�, at I�cat�ons ittentifiie� �n the pl�r�s o� a� �iirected by the �rtgrr�e�r, shall incl�de fu�l comp�n�at«n far �II r��t�rials, e�c�ava�ior�, surfa�� r�storatior�, ft�ld ��arveys, antl all irt�id�ntals r�ecessa�y t� �om�E�#e t�re work, shall be t#�e ur�i! �rice t��d_ Na �ayrn�nt sh�il b� m�d� �ar exploratory exc�v��ion(�� �onducte� �ft�r cansteuc.t�on h�s b��un, �- �2 ��1�7A�,�A7`ION �F WATER �ACI�I�`IE� 52.� p�lyvinyi �Mlaride �PV�� UVa�er Pxpe ��1.`�111NYL. �Y�tor�de P��st�c Vlfaker Pip� and f�tlir�gs or� lhrs Proj��t sha�l ba ir� accarda�ce with th� ma#erwal star�dard c�r�ta'rn�c# ir� the �en�ral �on#r�ct Docum�nts. l�ayrnent #a� w�rk such �s b���C�ii�, b�dding, blackF�g, detecta�le tap�s �nd �II ot[��r a�s��f�t�d 2�ppurter�an# requ�r�d, s#��IC b� Includ�d an ihe li�ear fo�t }�ri�e hi�i of th� appropri�te �II� ITEIUI(�). ��.� Blo�kin� �or��f�t� biock�ing �r� thFs Proj��t wrll nec�ssariiy be re��r�red a5 �1�4wn t�n the �I�ns �nd �h��l �� ie�stell�d irs accorc�ance w�tF� tF�e �eneral �or�tract p�curnants, �E! va�vea shaEl h�ve �o�rcrete ��ocltir�g pro�ideti f�ar su�portin�, �Jv se�ar�ke p�yrrt�nt w4�1 be m�d� for arr� of �h� work invv�v�d f�r th� item and 2fl ��sts ir�curr��i wiCl be c�r�sidereci to �� includ�d in the lin�ar f�r�t bid pric� a� the �i�� or lhe t�kd prrce of #�e valva_ ��.� Ty�e �� ��sir�g Pipe � . Vll,4TE�- The casing� pipe far op�rt cu# �nd b�red oe tunr�el�[t se�#aae� sh�Rl k�� AWINA �-�04 �abri���eti ElectrEcalFy 1l��Id�d �te�� W�#er Pip�, ��rd shall conforr� #o t�re pravistor�s af E1-1a, E�-5 an� E�-9 in fu���erial �p��ifi��li�ns of �General �or�tr2��k �oc�m�nt� �nd �p��ifi��#ior�s for 1+Va��� I����rE�'aent Prot�c�s_ The st��[ casirr� pi�� �hall �� s��piietf �� follow�; �p� ��'1� i�15lC�� �fi� Q�.J�Sl�{A �f Cs�Skfl� �1�4, c��l-#�r prat�cti�+e co��i�� in accardanc� w€th� th� r�qurren�er�ts o# ��c. �,� and �elated ��cti�ns in 1�WVi+A �-�03, To�,cFt�up af�er �E��d �r�ads �hall �rovJde �oatin� eq��l to #���� specl�led above, �, E��r�irr�um thickness for casing �E�e �is�d s�r�fl f�� O.�i � in�h, �t�ir�le�s ��eet ���i�g ��acc�rs {ce�t#�ri�g �tyle} such 2�s mar�ufa��uc�d by �asc�[ie W�t�:�var�cs t�r�ar��f��turin� �ompa�y vr an appra�+��f �qu�i s�ak� b� used �n aJl non- �oncr�t� prpes wh�n insiafl�d ir� ��sirtg. Ir�sta�la�ron shal� b� as r�c�rnmenc�ed b� th�e h?1an�ifact�r��, �, ��W�R: �arin� used on tt�is proj��t shaEJ be ir� a��or#an�e wi�h �i�e m��erial standar� ��-1� an� Car�struction star�d�rQ E�-15 as p�r Fi�. � 1� o� the �ener�l �ont�ac� Docur�ter�ts. f �1f5+�� ��-�� ���� � � ������� �r��������� 3, PA��fi+1��P1T; P��men# €ar aJl rn�terials, �abor. e€��ipmen#, ��c��+at�an, ranc�et� gr��t, backfial, an� ir���dental work shaal b� Gncl�de� kn tl�� u€�i# price bid p�� foa�, 5�,�k Tie-Ir�s T�e ��nlr��tar s�al� b� r�sponsible �or rnakin� tie-ins #o #�re exisEi�+� w�t�r rrt�ins, I� sh�l� be �#�e resp��si�i�it� o� th� �onfrac�or to verify the e�c�ct 1o��#i�n �n� �Eev�tion ot t�te existing Irne tie-ir�s. And any diffe�en��s ir� ��catians �r�d el�v�#iort �� exisiing li�e tie-ins beiwe�� Ih� �onkrac# drawJn�s ar�d �+i�aE m�� b� �r�coun�ered I� th� ���Id shall b� �onsidered a� ir��identa� #o �onstru�tiar�, �`#�e c�st o� makkn� tie-ir�s to ex�sting wat�r ot sanikary s�w�r mains �ha�l b� inc�ud�� in th� lir��ar faot �id �r�c� o� the pip�_ 5�.5 ��nn�ction of �xisting Main� T#�e �ontra�tor sh�ll d�t�fmin� t1�e ex�ck Io�atron, elevat��n, �onf���r�tion �nd �nguf��a�n o� �xistir�g vuater ar sani�ary sewar tine� prio� to rr�anu��ctutin+� of th� c��r���#ing {�i�ce. An�+ dif€�renc�s �n loca#io�rs, �l�va�ron, cor�f�guratiar�, and ar �r���l�tion of exis�ing lir��� �refwe�n #�� cor�tr�ci draw�ngs an� wl�at m�y be e��ounter�d In the said w�rk sh�lk b� ��r�si�Jered a� ir�ciden#al t� c��rs�ructior�. 1+Vh�t� it is r�quir�d to �hut dowr� ex��tir�� malns in ard�r io make p�oposed �onnectrons, such �own tkme sh��l be coordf�a#e�l wit� tY�� Engir�eer, a�d aC1 eFfor�s shall b� rnad� to k��p this dowr� lir�� �o a minimum. In c�s� o� shutlir�g dowr� a� ex�sting rx�ain, th� �or��r��t�r shall notify the N1an�g�r, ��ns#r�c�i�n �ervice�, Pttor�e 87�-i�'��, at 1�asE 48�haufs prior ta t�re r�q��r�d sl�ut down #arrx�. T#�e �antrac#or's atEer�tior� is dir��t�d #� Paragraph ��-5,�l� Ii�TERRI��I"IDfV OF ��RVI��, Pag� ��-�(�}, PA1�T �-��k�ERAL ��1VpITIOhi� �� 7H� WAl`�.R DERAF�T[�lE�1T fi��CV��tA� �Oh�TRA�T D��UAIi��,l'�� �q#�I� �E�3�I�AL �P��I�C��ITlO�i�, Th� �antractor shal! r�o#if� #h� �us#omer b�#h pers�nally and �n writ�ng �� to t�re Eae�tion, time, and �che�ul� �f th� ��rvica interruptian, Th� co�t �f remov�ng any e�ciskin� con���te bio�klr�� �l�a11 be �nclud$d i� the �ast o� connaction, Unfess bicf separate��+ �al c�s# incurred s�all h� includod in the lanear foat p�i�e biti for t3�e app�o�riate �rpe siza_ 5�,6 11al+re ��E,#�s It may �� r�ec�ssary �o ��t-i� gat� v�lves to ks�la�a t�� w2�#er m2�rn fr�m whicY� #�e exk��si�e� ar�dloE r�pla�arn�nt �s to be cor�r��c�e�, This m��+ r�quirs �losin� vaE�+es ln ot�re� lines and puiti�rg ��r�surr��rs ��E oF ��rvice �a� �hac {��riod of tirn� r�ecess�ry to cui in the �ev�r vs3ve; �h� wo�k rnust b� �xp�dited t�► th� utmost �ntf alE �uch c�t-ir�s rn�st be caoTdk�r�ted with the engir��ar Fn �h�eg� of inspec#ao�, A�I c�ns�mers shall b� individ�ally advi�ed prior lo #he shuk �ut �r�� �c��+�seci o� tk�� �p�rox�r�2��e Cer�gih o� tim� th�y rx1�y be w�fhaut sar�+ice, Pa�rm�r�t for w�ri� �+��h 2�s b2�ckfkil. i���ding, f��tings, bla�king a€�d al1 oth�r assaci�ted appur#ena�tts r�quired. �€�a�l be k�clu+��d i� khe pric� of the appr�p�aat� bit� 1#�rns. ��,7 1Na#er �ervi�es Th� rslocatio�, r�placorn�r�l, �r ��c�nnecti�r� of w�t�r �ervi�es will be r�s��ir�d �s shown �� th� p�an�, ar�d�or as d�sc�i�red in #he�e �pecial �or�tract Doc�m�nts in additior� �� thos� tacat�d in kl�e f�eld �nd id�ntifi�d by #�re �r�g��re�r, r�rr��r� S�4�1 P�F�T D �- �P��I�I. ��1��17t��� �1i� serv���'s s��Cl b� constructed by #F�� contractor �til��ir�g �pprav�d f�ct��y manufiac#ure� t�p sa[�dl�s {w�en r�quir�d} ar�d �orp��at��n st�p�, ���e �4 copp�r w2�Eer Gukr�n�, curb stops wiki� It��k wi�gs, meter boxes, 2�n� i� re��ir�d �ppr�ve�f rnanufacl�are� servi�e branch�s. AEi r��teri�ls used shal! be �� specEf€�d in tne M�teriaf �tand2�r�€s (��- "i7 & �1-�8) cor�tair��t� in #�e �er�eral �or�tr��t Do�urr�ents, Af] watet s�n+ices t� b� re�la�ed ��al! be ir�st��le� at a re�fn�murr� �epth a� �$ in�h�s b�law fin�! gra�e_ A11 exis�in� �!4-inch water service €�r�es w�i�F� aee to �e r�plac�d shall ba r�pla�e�d witl� �- inc#� Typ� kC copper, �-i��i� di�m�ter tap sadtll� whe� feqt�ired. �nd '!-ir�ch �orporati�n �r�m the �a�n 3in� to #I�a m�ker �ox, All �ervices whic�r are �o b� r��laced or relocat�d sh�ll b� fr��f�lled with th� servi�� rrrain tap �r�d �eevic� lin� bein� in fan� wikh t�� service �eter unle5� ot�t�rwise dir�ct�� by th� �ngan��r. P� mlr�imurn of �� h��irs adv�r�c� n�tic� �F��II b� c�iv�n when sc�rvice an#�rru�liorr +�rlEl b� required �� ��eciF�� in ��cGon �5��,15 «lT�RI�U�71�N �F �Ei�1Jl��, All waler s�n+ic� met�es sh�it be r�moved, tat�ge�l, �nd coll�c#�d by th� c�rrtractor f�r pR�kup by the 1N�ter Departrn�nt for re���ci�tioning or repi��errter�k. After Jnst�Jlat�ar� of ih� water sen+ic� i� the peop�s�d Ioc�lit�r� and r���ip� �f a r�eter frvm the proje�t ir�spe��or t1�� contr�c�ar sha�l ir�st�H th� me��r_ 7Y�� rn�t�r bo�c sh�il b� resek �s ne��ssa�y to b� �lush with �xisting grour�d or as o�h�rw�se direct�d �y+ the En�in��r_ �II sucY� worlc �pr� the �utC�# s�de �f #t�� servic� rrz�ter sh�ll b� �er�orrned by 2� lic�n�ed plur�i�er. �, V�ATEf� �ER111�� €t�PLA��NJ�hl��: 1Na��r service �ep�acem�n# �r ��lac�tion is re�uired wh�n the exi�ting s��vwce i� lead �r is #oo shaE�aw to ��+oid br�akag� �lurin� str��t r�c�r�stru�t�orr. TF�e car�tf�c�or shall �e}�I��� tl�� exist�r�g servic� lir�� with 7yp� � �o�p�t fr�m the marn t� th� meter, cueb stop wi�t� loc�c wings, ��rc# corpor�tlon s#v�. P�yrr�e�# far all work and rrr�#eri��s s�ch as f�acf��ill, Piliings, #ype f{ capp�r kubin�, ct�r� sto� wdih lock wir�gs, �e�ic� IRr�e a��uslm�n��, �nd ar�y relo���i�� of u� to ����nche� �rom ����er I�ne existing meter loc�tlon to �en#�r 31n� pr�pose�l rn�t�� lo�a#i�r� shalf �� �nc��d�d ir� th�� �ine�r �oo# price b�d for �o�p�� ��rvic� �.in�e from A10�in [o five {�} fe�t �ehintl �1leter, Ar�y v�rPical adjusftner�t of �usEom�r ser�ic� line wiihin t�te 5 foo# �r�� sF�all be ��b�idiary #� th� service €nsta�lati��. Paymertt for all woric �nd rnater�ais �u�h �s tap sa�ldle �i� requir�d}, corpo�a�ior� stops, �nd fGttings sh�ll �e in�l�d�d ir� the pric� bid for ��rvic� Taps to h+lai�. �, VVATER �E�VI�� RE�C}�i���T101�. I+Va#er �ervi�� reco�rn�c#i�n is eeq�ired wY�e�l i�e �xis#in� service is �opper ��rd a�t a�equa#e d�pth ta avoiti breakag� tl�rring str��# recons�ru�tiori. TI�� contr��t�r s�all adjust lhe existing w�#�t �ervice lir�� �s r�quir�� for �ecor�necti�r� �nd �urnish � n�w �a� wath cor�or�tion s#op, Tl�e �on�r�ctor wifl �� paid For on� { 1}���vi�� Tap kc� fV��in for ea�� servi�� reco�nect�d plu� f�r ar�y ���p�� �ervic� �in� used ir� exces� of fiv� {�} Fee# firc�m �1ain �o f�ve {�j feet b�i��nd #}�� AA�#er. � �r��m� S�-4� ���� � � ������� ���������� �. V1fAT�F� �ERVI�E i1h�TE�t AE�D M�TER ���C F��L���t�l��l�; 1+Vhen tha r�pla��rrt�r�t and rel�caf��r� of a water servic� and [n�tar b�x i� ret��ire� ar�d t�e ia�a#ior� �f 1h� rn�ter and rr��#er box is rnoved n7ore ta�an twe]v� �1�} in�h�s, as meas�ared feam the cent�r lir�e af tfn� �xis�ke�g rne#er i❑ I�caksor� to #he c�r�ter kine �f th� prop�s�d met�r I�cati�r�. s��ara�e payrrtent v�iii I�e aklowe�! for tl�e relac�tion of service m�t�r ar�d rrreter b�x_ ��r�t��ain� Es �i�fine� t�y � Eine �xter�de�i fr�m th� s�rvics #a� �hro�gh the meter_ Only relocatians ma�ie perp�ndkcul2�r to �hi� c��t�rlir�� wiN �e pard Por s�p�r�t�1y. Relnca�i�r�s ma�� akor�� t�e cent�rlir�� �v�ll b� paid �f i�r feet of cap��r �ervlce k�rte. VVh�r7 rcfocation of s�n+ic� rr�e#er and rne#e� box is requic�d, p��rr�ent fvr all wark a�d materrals suc� 2�5 b�ck�ill. �itkir�g�, fiv� {5} ��et of lyp� �{ �p}�per s��vic� ��d al1 rnaEeri�ls, lab�r, and eq�i�rn�nt us�d by an�f for the �ic�r�sed p��rr�be� s#��II be �ncl�ade� �n tha price bid for #he s�rvsce met�r rel�cation, AI� ot�er costs wli� be incltrd�d in other approprka#e bi� it�m�s}, T#�ks 3tern wl�l also b� used �o p�y fo� al! se�+��e meter and rne#er i��x r�la�atior�s a� r�c�uired b� t�re �r�gir,e�r wh�r� the s�rvi�e lir�e is no� �oir�� r�pf��e�, f�dj��#�nent of or�l� th� met�r }��x and custom�r s�rvi�e I€n� wGt�i�r 5 f�et �ista�c� b�hind the meter will not ��rsti��r �c�para�e pa�ment at any t��e, �o�a�i��rs with mul�ipl� s�rvice E�r�ncl��s wGll be �raid f�r as �n� s�rvi�e r����r �r�d meter bt�x ralocaiion_ 4. NE1+V S�R111C�: 1IVI��n new s�rvic�s are re�uir�d the contractor sha�l ir�st�ll ta� saddl� (wl�en required}. �orp�ra[ion s#op, k�+p� f{ co�p�� s�rv��� Cine, curb s#op wifh Io�� wii�gs, a�rd m�t�� b�x. F�ei�Forced pl�sti� rnet�r E���ces with ca�t iron li�i sh�ll be provided for akl 2 in��� w�ter rriet�rs �r smaller, �h� relnforced pias#�c wa#�r me��r b��ce� shall com�ly with se��ion �1-18A -- �2eknfarce� Piastic VIlater Nl�te� �oxes. ��yment for �11 w��k ar�d ma€erials such �s b�c�Cfill, #i#tin�s, t��� �( �op}�e� kubi�g, �r�� curb stop wi�l� �ack wings sl��Ea �� �r�cluded in #�e Linear Foot ,�ri�e bi�i For �ervic� L�n� ��o�n �11air� ta M�ier �i�+e (a) �e�i b�hind tl�e me�er. P�yr��n# fot �II w�r�C a€�tf materials s�ich as iap s��idEe, torporaiiar� stops, �rtd fitkir�gs shall be ���I�detf In th� pri�� bid f�e �en+i�� �`�ps #o M�ir�s. P��rr�rent for all w��i� ��d rn2�i�fii�ls �u�h as ft�rnisl�ing �nd setti�g n��v rtleter box s�al! be ir�ciud�rd in tF�e �rRce bid for fu�nisl� and set m�ter box. �_ �l��l'iP�,� ��RV]�E BR��I�HE�; W�er� multapl� servic� �r�ncF��s �r� requifed tl�e �on#r�c#or �h�ll furnish �p��oved fsctory rria��,fa�tu�ed branches, �a�rr�er�# for multipl� s�rv�e� �ranch�s wil� ir�cl+�d� fUrnis�tirtg and insta�lkng t�e mul#i�le serv�ce br��ch t�nly �r�ci �II o##�er �os# will b� includ�d �n o#�ree app�opriafe brd iter��s}, 6. i�l���'II�L� �Ti�E�T ��RVJ�� I�M�f�� TO �1��L� ��F�1f1�� �1r��1`ER; Any mullipl� serv�c� lir��s wilh lap� serv��i�g a si�gle s�rvice �el�r �r�counkered d�,ring cons�ruc#ion sh�al be r��laced +��t� �ne ser�Jc� I�ne that is ap�3icable #a� khe siz� of i�� existing service m�ter �nU approved by the �ngineer, P��m�n# sl�all be rt��t[e a€ the �ir�it bid price �r� khe �ppr�p�iat� b�d ktem�s}, ��.8 �-Ir�ch Ternporary �erv�ce �.in� �, Tl�e �-inch �ernpor�t� s�r�i�e main and 3��-ir��h se�v�ce iines sF��ll be ��stall�d to pTovid� ternpo�a�y watef servic� to alf b�,rld�ngs t�at wt�l n�cessa��ly be re�uir�d to h�v� ���rered ir�r�crs ��-43 ����` r�- ���c����o����ior�s w��er s�rvice durin� sai�i �rraek. The coniractor sha!] be respvr�si�le #or coor�l�n�t�ng #h� sch�d��le ofi t�r� tefn�orary service �onnectk�r�� ��td p�rm�ner�t s��vi�e r�car�ne�tioi7s w��h t�r� buildie�g �wnofs and th� �r��i�reer In ord�r �h�t tha wrork �e p��focrn�d In �n exp�dktious manr��r. �ev�re� ur�t�r servi�� �n�s# b� reconnected wirhir� 2 h�uts a� discor�tinu�nc� o� �ervi�e, A�-inci� t��p��g �addEe ar�d ��in�h corpor�#ior� s�t�p �f �-ierch ���� v�lve wrth �n �ppr��riate fire #�y�rant ad��t�r fitt€n� s�all �e r�qui�eti �t tne t�m�ora�y servic� point o# cannectio� to the �ity wat�r suppl�. The 2-in�� t��npvraey service rn�in �nd 314-inc�r ��rvi�e I��es si�all �e installed in a�cor��r��� to li�e �tlached figu{es '1, ��nQ ��`� [ern��rary servi�� I�n� s��ll be cl��r��d an�t st�r�lizetf b�r usir�g chlorine g�� �r c�lori�at�d Ikrr�e {HTH} pr��r ta insialla�ion, The �ut-�#-s�rv�c� �ne#er� �k��11 be rer�to��d, tag�ed and c��l��ted by the �ontractor for d�l�ve�y �a �he Wa�er Dep�rlm�nt Meker �no� ��r r�condltioning o� replacem4r�t. Upan r�storin� parmaner�# servic�, #Yte �ontrackar �fnall r�-ins#all ti�a meters at thc� cor���t location. Th� rnet�r box shal! b� r�se# �s �ecessary t� �e flush wKtk� #he e�casti�rg ground or as athe�u+is� directed by the �ngir��er. �f�e tem�orary servi�e I�you# s��fE h��+� � r�'Mln�rrr�rn avatia�le f�o+�r� �ate of ��Piui �t a dyr�2�rr�ic press�r� af 3� P�t pe� service t�p, T��s cfit�ria shall �e us�d by the �ontractar #o deterrnin� the CengtF� af temporary servi�� �Ilowed, �ur�r�er of serv�ce ta{�s �r�d nurrr�e� o� f�ed poin�s. Wt��n k�t� temp�rary service is rec�uire� for mor� #h�n on� locatlon th� ��m�h terr�p�rary seTvi�e pi,pes, 314-inc� servi�e lines arid the �-i�ch m�t�� s�all be mov�d lo the n�xt su���ssive prvject locstion, ���rr�e�# for w�rk ��ch as fil#ings, �I�-ir�c3� s�n+ics �ir�es, asph�lf, b�r�'i��des, a!i s�rvice cor�r���ti�ns, re�avai of tern�or�ry serv�ces �r�d al1 afC��r asso�ia#�d ap��rE�r�ar�ts r�quir�d, sY�all b� ir��luded 4r� #i�� appr�pri�te bid l#erx�_ B, �r� ordef to accu�ateCy rn��sure #h� �rn��nt of w�ter �sad du�ing corr�truction, th� �ontractar will ir�stail a fir� Y�ydr�nt �n�t�r tor a11 l�rnpo�ary s�rvice I��res_ VVat�r used duri�t� con�tructiot� �or flushin� new rr�2�ins #h�t cann�i b� m�#�r�d F���n a hydf�nt w,+ill b� estirn�ted as a�c�rratel�r �s p�ss�ble, Rt the pr�-c�r�s#euction c�r�f�rer�c� the ��r�#r��tar . will �tivise th� inspector c�f tl�e r�umber of inet��s th�# wifl be r�e�de� along u+ith ff�� x� f�catEons w��re they+ will be used_ Tl�e insp�ctor w�ll d�liver t�re hydrani rrke#e�s tt� the [�catrons. Af#er �nsk�lE2�taon, l�te ��r�tr�c#�r will i�I�e f+�li re�ponsi�ili�y for th� rrte#ers u�rtil sucl� tirns as th� cont�a�for ret��rns tl�ose rn�t�rs to �h� inspe�t�r, Any damage to the me#ers wiN b� tl�e st�le ras��nsibilwty o� fhe ��n#r�.c#or_ The 1N��e�- p�p�r��n�r�t i�etee � ��op wi�l e�+�1u�#e th� co���tio€� oK tf�e rrEet�r� u�on eeturn �nd if r�paR�s �re ne�d�r� ih� � con#ractt�c wlEl r�ce�ve an �r�voice for th�se r���irs. �he isst��d meter k� for this sp��i�lc pr���c# and loc�tio� �nly, Any wat�c �ha� th� c�ntracto� rnay n�ed it�r person�i use wifl r���ire a sepa�a�� hydrsnt mek�r abtained �y #�e �an#ractar, a# tts cnst, fram t�o W�t�r a�partm�ht. ��.� Purgir�g an� ����ili���for� �f W�ter Lin�s Be�ore b�int� pia���l i�#t� servi�� all n�w�� �or���ruct�d water I�ir��s �F��II b� pur��d ant� si�rilEz�� in acc�rdan�� witF� ��-�� of 1he ��n�ra� ���tf�ck Dac�m�r�ts and �p�cifi�atic�r�s exc�pt as rn�di�ied herein, The ��nteactor will furni�h al1 wa�er for INa i IAL x �r��� SC-�4 ���� � � ������� ���������� cle�nir�g �n[� si�ril�z�tio� of w�t�r lir�es. A11 rna#��i�l� ��� �onstrvct�on of fh� prajaci, ir�ckudirr� �ppropria�tely si��d "�i�e cCearring p��s��, chlorin� gas o� chlorinated Hrn� {1�7H} shall be furn�stted by t�te �o�tra�tor, �I�l�rin��etl I+rn� (��'H� s�r�ll be used ar� suf�icier�t �uantit�es to provide ��k����ine residt�2�l �f flf�y (�C}� PPi1�, T�e res�dt��� �f fr�e chlori�t� shakl be rxr�asu�ed after ��4 hou�� �nd s�all r�at be J�ss than 'I� p�rts per rn�lli�r� o� �ree chlar�ne. ��rlorinated water s�a€I b� dis�o�ed of i� the sanitary �ew�r �ystem_ �hould a sani�ary s�w�r r��t b� av�rla�le, �hlorir�a�ec� v�a#er sl��fl be "de-�S�lorinat�d" priar t� drsposal. �`�r� i�r�� may no! �e placed �n service ur�til tw� �u�c��siv� sexs of s�mp1��, take� �4 haurs apa�t, ha�re m�t t�e estabkas�ed sta�dard� af puritY- P�fgir�� a�d sic��i�izatior� o� the w�ter li�r�s �l�sll b� �or�sicS�re� as ie�cid�ntal to th� proj�ct ar�d aia �osts ir�cu�red wi11 #�e conside��d to be ie�cl�d�d ir� the kin�at fo�t b�d �r��e o� the pip�. 5�.� 0 Work Ne�r Pressuro Plar�� Boundaries �or�tractor sh��1 #�ke r��#� #I�a# ki�e wate� line �o be fepla�ed under #�i� ca�rfract may cr�ss �r may b� ier c€�s� prnx�mit�r #a an ex�sting �r��su�� p��n� b��nciary, ��se �k�aN b� take� to ensure �11 "��sssure plane" val��s ir�s#alEe� are installe� ��o�ed a�rd n� crv�s ca��ec#ior�s ar� rr��de beiwee� pr�s��are p��r�es ��.'I 1 1+Va#er �am�le �#atiar� ���1EI�AL; All water �arn�Ear�� sta#�o� �r�s�all�ti�ns will �� p�r att��h�d �Igu�e �4 or as re�uir�d an I�r�� w�#�r m�ier vaukts as par Figure �� unl�ss �th�rwis� dire�Eed �y #he �ngin�er, The ���r�prl�te wat�r sarr3plir�g sta�i�n w�ll be �urnisr��� ta €h� ��ntr��#or fr�� oF �harg�; houv�ver, th� �o�tracEor wi�G be re�u�re� #a �ic�C up #1�is t#em a� the �i�ld C�����ti�n� w��en��,s�. PA�'f�1�hlT F'OR FI�UR� 3� I[V��#�L.LA�10�l�; P�yfnent for all wotk ar�d rr�aterials nec�ssary �or tl�� inst��la�ron o� ih� �I�-inch ty�� K copp�r s�rv�c� lin� wikl b� ��al� �� ir��l�ided I�r #�� pric� bi� �or copp�f �ervic� Lin� frorn Mair� to fV��t�r, Payrr��r�€ ��r �II worC� �r��i maferi�ls necess���+ for il�e i�st�llali�rr t�p s�t�dl� �if r�quire�i�� c�rporatiorr s#��s, and �at��r�gs sh�l� b� ir�cludsd in the price bid for ���+Gc� �aps t� Main, F'a�r��rit f�r all w�rk an� mat�r�aF� �e�e�sary far t�e ir�s#�.Ila�ti�n �� ti�e sarn�Hr�g s€ation, �oncreke su�po�f bEock, curb stop, �st�bng�, �nd �n �r�c�dent�l ��f�ek o� ty�e 1{ c�pper ��IV1C�: I!f"k� Wk"11CYk ar� require�i to �rovid� a cam�leEe and fur�ction�J wa�er �am�Ein� �#�tiori sh��l b� included in ##�e ��ic� bi� for Vxfa�er �ample �t�tions. P�YN1Ei�T FOF� FJCUR� 33 IC��TA�L�ITI�N�; f�ayrnent for all wark ar�d m��eri�ls nece�sary �ar t�� ���tallatior� ta� saddEfl, �ate� v�lv�. �nd f�k#in�s sh�4 be in�lude�i in �fn� pri�e ��d f�r �ervic� Taps to 1�llain, payrrter�t {�r �11 wark and m�teFlals r�ec�ssary far kk�e ins#a�l�tion o� th� s�mpltng statian, rn�dlfr�at�an t� ��e v��Rt, Flttin��, ��d �EI ty�e K�opper s��+Ece Itne� whi�i� are e����k�ed t� provGd� � comp�et� �r�d fun��iort2�l w2�ter sarnpling statiorr shall b� incl�ded in the prkce bid f�r W�tef �ar��Ee Stati�ns, ��.1� Du�til� Ir�n anc4 C�ay Iron �i�tir�g� � rrr�s S�-�� ��f�� � " ���L.+��� �i�lYLl����i'#� F2e�eran�e Part ���r��tr��tion �p��i�i��tf�ns, �ectior� ��-7 I�st��li�g ��s�� Ir�n Pip�, f3t#ings, �nd �p�cia�s, �ub �sct�on �2-7, �'[ ��st Ir�r� FittJrr�s� ��-�,'�1 D�J�TEL�-II���1 ANQ C�RAYYIR�hI �ITTIN�S: A11 d�ctike-iron �nd gray-iron fittir��s sh��k be furnis�ed on+�t� cern�r�t mar��r li�ing a� sta#ed in �e�tion E'€-7_ Th� price bic� per t�r� af fittir�g� s#��II be paym��# in full fo� �!I fii#ir���, jo�nt ��c�ssori��, �oE�r��h�ler�e wrap�i�g, f�ord�arrtal con�r�t� blo�kir�g, v�rtical #ie-do►�n concrete ��ockin�. a�d c�ricrete cra��� n��es�ary for const��,ct�on �s d��Rgr�ed, AIG d�ctil��iron and ����r,�ran ��ttin�s, vaEv�s �e�d ��e���ls shall �ae wrapp�d wakFt pa�ye�hy���e wrap�E;�g �onforming to h11�leri�l �pec��ic2�ki�n ��4�i� and �onstru��i�n �pecrfic�k�on ��Y��. Wr�pping s�rakl pre�ed� h�riaont�l c�flcr�t� bf�cking, vertical tie� down co�t�refa bloc�ing, a�d cvncre�e cfadl�. Payment ft�r #he p�iye#]�y[e�e wr�pp�r�9� I�ori�on#�I �oncr�te �Io�Ecir��, ��et���l ti��down concr��e �Rockir��, ar�� concrete �r�t��e sh�ll ba i�clud�d in bid if�ms for val�s an�l F3tlii7gs an� �o olher paym��ts wIN t�e afl�w��1, Q- 5� �PI�II��(LIN� FOR DU�T ��NTROL AI� app�lc�ble p�'a�ri�i��s o� �tan�ard �p�cifi�at��ns �4�m �0�, '��prin[�iin� f�r D�si �on�rol" s�rall a�ply, M�w�v�f, no dir��ck paymertt wi�l �e m�de �or �hls iterr� ��d rt sh�Gl be ca�rsid�r�d #o this �anfr$ct, t]- �� �EtNAT�RIN� The �a�tr�c�or s��ti be res�onsibl� for cfek�rmining #I�� ���th�d �f dew�#�ring op�r�t�on far #h� wa��r or sewage f�ow� �rorn the existin� rrr��ns ar�d gro�and wa�er_ The �ontr�ctor shall lae responsible f�r dam��e �f �ny natur� r�sultin� frorn �h� d�watenng aper��ior�s, T1�� D���HAl��� frorn any d�waker�ng o�ef�tiart sh��IJ b� cond�,c#�ci as approved b�r the ��gine�r, �round wa�#er �l��IE no# be dis�h�rge� �nt� sanit�ry s�w��s, D�wa��rirr� shalf t�e considere� �� ir�c�der��a� to a�onstrucki�n anct �IJ cos#s i�curfed will b� cons��fered kc� �o in�[uded ir� t�e pr���ck p�c�_ i]- S5 T����H E��1�VATI�i� 0�3 DEEP T�t�N��IES �or�tractar to p�ev��t any +r��fer flawirtg inla op�n irench d��ring constr��ti��. �ontr��to� shall ��of feave �x���+�t�d tren�h �pe�t ov�rnigl��, �ontra�t�r sh��E1 f�lk any Irench tt�e s�me t�ay af exc2�vation, No extra �ay�ner�t shaal be alCaw�tJ for thi� �p����! co�rdita��, �- 66 TREE PF�UNI�l� A. REFE��N���; Nali�rr�� Arb�rist Ass��ia�Ron's "Pr�nir�g �tandards For �l�ade Tr��s", �_ R0�7 F�RU�l�V� ��kUIPi�+i�hl�` 1 _ 1librat�ry �ni�e �_ V�rme�t 1l-1 ��aOR� Roat Pr�M�er �. NA�URAL I����}UR��� PI������I�N ��N�� 7ilfSl�� ��-�� P�4�T D - �PE�I�L ��NDIT#��l� 'l, ��e�l '��`" � �ar sta{�es, 6 �e�t kon�. �, �m�oih Hor��-1Nire: 94-1J� �auge {m�dium gau�e) �r 1� gaug� (F�eav�r gau��}. �. �urv�y�r's Paas#ic �Eag�ing; "Yf`undra" w�i�f�#, Ir�t�rr�a#i�n�l fluo�osc�nt aran�� or r�� �o1or, 4_ �ombination ��n�e: �am�-nercially ma�u�a�turec� �ombinal�on s�i! sapa�a��r f�br�� �r� wir� rnes� backan� a� sl�own on t�� �rawir��s_ L}, F20�T PREJ�lIN� 1. ���rv�� �n� s�ak� lo�attan �f raot �runkn� t�en�i3es as sh�av,�� on, cErawir�g�_ �. Us�ng #ri� a��rov��l �p�cifi�� e�u�pmen�, make a cu� � minim�m of 3� incl�es d�ep in orde� to m�ni�niz� dam��e �a tl�e �n�l�st�rb�d ��ot zane_ 3. 8��k�ii! and �ornpack t1�e tren�� ���edkatek�r at�er tr��cE�ie��. �. �lace � 3-fo�t w��le �ay 4mi�ch d��p ��v�r �F �ulch ov�r the tr�r��� as r��uir�d l��+ ihe �r'Iglrl��fi, 5, VV�thin �4 h��ars, prun� flush wiEh �ro�nd an� k����fiEl any �xposed roo�s du� to constructi�n activi��r. �over witk� vrood �I�i�s of m�lch in or�ler to eq��lize soil tern�erat��e an� rninir�nia� w�ter loss �ue to e��p�ra�ion. �_ Lirr�ii �ny gra�ing work wi��in con�e�+�#ion ����s t� 3-�r�ch rr��ximu�� c�t o� �ill, wttl� no roats o+rer 'i-in�k� d�ar�eter bei�t� ctit unles� ��t by h�nd �r �ut b�r sp�cift�d �neth�ds, eq��ipm�nt and �ro��ctian, �, lV1UL�FlIN�' Ap�ly 2�ir�ches to �€-irr�h�s of w�od c�ips fiarrt tCki71[il�fi� �r �I�a�ir�g ���r�tian on ar�as desi�nated �y t�r� �ng�n�er, F. l"r�� Prur��n� shall be c�r���dered subsidiary #o t�� �rvjec� c�ntract pr���_ D- 67 TR�E REN1��fAL Tr�es �o be re�mov�G sh��11 �e r�r�a�e� us�ng app[icable rrR�#ho��, i�clud�ng stump ar�# �o�t b��l r�m�va�. IoadGr��, i�au�in� ar�d dumping. Ex#ra ca�tion sl�aU f�e talce� to not disru�� exisling utilities 1�n#h �v�rh��d �r��i buried. Ti�e �o�tt���t�� sh�ll imr��di�tely re��ir ar r�place ar��r darnag� to utilFflas and p�ivate prap�rt� ir�cEudang. but not larn�t�d to, water and sew�r servic�s, pav�me��, fer�ces, walls, �prinkler syst�rn pE�ir�g, e#c., at no cost �a #1�e �wr�er_ ,�Ik costs for #r�e r��to�ral, rnc4udir�g t�rnporary se�+i�� cos#s, sF�al! b� ccans[der�d s��sidi�ry Co t�e p���e�l ��nir�ck price �n� no addition�! �a�+�ner�t wiEJ b� atlow�d, I�- 5� T��T HOLE� The mat�er of s�bs,�rface explafali�n to ascertaan tl�� n�t�re oF th� s�ils, ir�cluding tl�e arn�unt af �ock, if ar�y, through which this pip�lir�e i�st,��la#ion i� to be ma�e is ��e responsib3lity of �ny an� all pfiosp�cE�ve k��dd�rs, �nd �r��+ b�€ider �r� t�Fs prt��ect �h�ll subm�t hrs bid u�d�r #��s condi#ion, vV��#h�r prospective b3dde�s p��#orm ti�is Subs�rf�Ce expl��af�an �ointl� or In�ep�n�entl�, ar�� �� a�f�.ro� ��-�7 ' ���� � - ����+�J�1�. �i��������� - wheth�� t��y mak�� such deterrnin�tian �y t�� �xse of �est h���s ar oti�er mea�s, ��all be I�f� to #E�e discretion o# ��ch pra�pe�t�v� #�icEc#�rs, I� t�st borings hav� �een rnad� ans� ar� �rov�d�� for b��da�s ar�forrna�i�r�, at t�� Iocak�ons shawn �n ti�� lags of borings in the �pp�r�di� of this s�ecifi���i�n, tf is e�c��es�ly declared khat n�ilher th� �it� r��r ti�e �ngin��r gua��r����s tYr� ac��c��y for iF�e inf�rr��ki�n or Ih�t #�re rnat�rial ��rca�rni�Eed fn e�cc:avat��ns Is #�e s2�r�e, e�th�r tr� ch�r�cter, Iocaki�ra, or �I�vation, as sh�wn on �he boring I���. k� sYrall b� #�� respa�rsi�i�i#� �f th� bidtl�r to mak� s�r�l� subsurf��e in�estst�aiior�s, �s he de�ms n�c�ss�ry #o de�e�r�-��n� khe r�atur� af f[�� r��ateri�� #o t�e �xc�v2�ted, 1`he �antractor �ssum�s a11 resp�n��bi��ty for in#��pret�fion �f these �e��rds �n�l f�r making �nd maFnl�trring th� required excavaki�rt �nd o� d�tng okl�e� wofk af�e�k�[f b�r the geolo�y of th� sit�, 7h� c�st af all rock r�moval a�rd �ther 2�ssociate�i app�rtenar�ces, if e�quir�d, sh�il be inclu�lec# in the Cinear fia�t i�€d �rri�e �f tha pi�e, �� �9 �UBL.I� fVOTIFE�,�T���1 �I�I�R TO BE�IIVNif�� �0�3�TF�U�TrO�I AAlD NOTlFI�ATI�F�f �F �EMP��,qI�Y WA�TER �E1�111�E INT�RI�UI�TEO1� DUF�IN� �ON�TRU�TIDE� Fr�or to be�i�tnir�� construcl��n on ar�y �lock i� the proj��k, !h� coniractor �h��l, on a ba�ck by b1o��€ basis, prap�re ar�� deliuer � no#ics or f�y�t �f the pendin� cons�fu�kion #� th� fror�t d�or of ���h residen�e or bus€ncss th�# will be irnpact�d by �on�tr��#iar�, T�e noiic� s#�all E�e pr�p�red a� foiiaw�' �h� noti�icatRor� no#��e �r �lyet sl�afi l�e poste� ��v�r� {7) days pr��r #o �egin�ir�� �ny cons�r��#i�n a�tivity on ea�l� bEock ir� th� pr�j��t ar�a. ��� fly�r sh��l be pt�e�a��d an tl�� �or��r�ctor's ��#terhead and s#��II include th� f�llo+�rin� ir�forn�atic��; #�am� of Project, �QE h1o,, �cop� af F�r�je�# (1_e_ type �f c�nstf�cl��n �ctivit�), actual ��r�s�ruction dur�t��� within tl�e blocic. tfi�� name oF �he c�nt���tor'� foreFnan �nd �as p�rone numl�er, tl�e �arn� of the �it�r'� �nspe��or ar�� I�rs ph�ne r��arrt��� �r�tf tE�� �it�'� afte�-hours pho�e r��.imber_ A��rn�le of �h� `pre4cans#rucfion r��tificat�oe�' fi��r is attached. The c�r�tr�ct�r sh�!! s�brr�it � scF��dule showirtg tl�e car�s#ruction st�r# �nd finis�� time for each b���k of th� �rt�j�cE lo l�e inspe�#or, In ad�#itian, a co�y �f the flyef s��all be dellvere�i #o kh� �ii}� 4r�sp�ct�r f�r his revi�w �riar fa b�in� distribut�d. The �ar�tra�tor �+IGI �ot b� allow�d #o b�g€n consfruciiort an ar�y bloc#c unt�l ti�� fly�r �� deliv�r�d to ��I resid�nt� of the b�ocl�, In t�� ev��t i# be��mes r�ec�ss�ty �o t�rnporaril� �E��ri dow+� wa#e� �er�ri�e to re��tE�n�s or busin����s during car�s[ruct��n, the ��r�trsc#�� sl��ll �repare �r�d tl�E�ver � nt�tr�e ar flye� of th� p�nding int�rrup�ion ko th� f�nt ���� �f each �ff�c��d r�s�d�nt. �h� noti�� shall �e prep�red as fo�lows; Th� ��tiflcatio�r or fly�r shaCl �o posted tw�niy�fout {�4� p�i�r t� the t�mpor�ry �rr��rruption, T�r� fly�r shall b� �r��a��d �rt t�rr� �antr��tor's l�tt�rr�e�d �r�d sh�lf i�clu�e ��� following information_ Narne ot th� �r�je�t, �{)E rrurnk��r, th� d�#e af th� inE�rr��#�on o� s�rv�ce, the ���iod lhe �nt�rfuptian w�l! take place, ��e rt�rr�e of the c�r�trac�or`s for�man a�d his p#��n� r�umber and th� e�arrt� s�f th� �i#y's ins���tor �e��l his �hor�e �urnbeE_ A s2�rnpl� of �he #ernpa��ry w�ter ��rv�ce I�terruptio€� no�if��2�iRon is �ik�ch�d_ A cop� of th� t�rn�or�ry interrup#io� nt�#i�c�tion sh�ll �e d�liv�red ta #�e �r�spectof f�r hF� �eview prGor to being �ist���u�e�€. Th� con#r��t�r shall rtot be p��m�tted to pr���e� wi#h �nt�rrup�tor� of wa�er ser�ic� untt� th� F�yer �as been de�iver�d to ai� affe���d residsnks �nt! �usin�ss�s_ f ��a�r�2 ��-48 - - ���� � � ������� ���������� El�ctronic ve{si�ns of #h� sarr�pJ� fi�e�s c��� be obt�in�d from #he �ons�ru�tion office �� (917) �7 � 48306_ �,II work inv�lved �vitl� the notificat�on flyer� shall b� car�sid�r�d s��sid�ary to tE�e cantract price and �o addltional co�npe�sation shal� be rnade, �- GQ TRA��I� EiUTT'�fV� ��� �ernova� ar�d re�Eacem�nt of traffic buktons is t�e responsi�aility �f th� �or�tr2��tor 2���E sf�all be �or�s�dere� a subs�t�i��+ it��n. ]n #he �v�r�t that t�� cantfaciar p��fef� for fh� ��gr��a�, �i�ns �e��i M�rkirrgs Divisior� {��h.+1�]} of t�e `Frans�ortaEio�JPubki� 1N�rlts Dep�rkm�nt to fr�s#�11 #h� G7E�f�(1fi�5, tk�e cor�t�actor shald contact ��fVll� a# {8�7� ��1-��7f} ar��i sh2�i reirr�burs� ���D for a�l cosis i�rcurr�d, �oth �a�or ar�d matori�l_ f�3o additfar�al comperrsa#ion sh2�lC be �acie �o the cor�tractor f�� �[�is r�imbt�rsemertt_ !��[�E�'�P�#s� ����I+II��'i���T�i�3 �*I��I*I� �'� Vllher���+�r a sanitary s�wer s�rvice lirre is ins#al�ad or repEaCed, the ���#r2��t�r �h�El install a two- w�y s��+�ce clear�aut as sfi�owR7 Gr� the att�ched detail. �lear��u#s �re �o b� inst�lked 4��k vf k�ig� �ra�fic �reas s�ch as dr��+eways, stra�ts, sid�waiks, et�, wh�never pos�i#�le. V1��t�n i� is rrot passibie, t�re �1�arro�t st�cic and �ap s�al� b� �ast iran, Paymer�t for al� wor�C and maferials ��c�ssary for ��� �nstall�tion of �h� kwo-w�y servi�� cf��r��u# u�rf�ich are req�ired to ptouid� a corx��Eet� and fur�ct�or�al s�ni#ary s�awer �I��no�t sEtal� b� in�lutked F�r th� price bid f�� �ae�ilary ��wer �ervGce �le�r7��ts, D� �� �E6llP�RAR� PAVEiVJ�NT ��PA4i� The ��nt�actar sh�ll prc�vid� a t�mporary pav�rr�ent r�#���r irnrnedi�iely af�e� t��r��h bacltfil� and corn�action �si�g � minimum of �-�nci�es of h�t rn��c �sphalt over a mir�imurn of G-in�h�s �f coirrpacte� f�ex base, �[`hEs t��porary r�pair s�alG i�e r�Efed t� peovit�e a s��ot�n trarrsltion bs�ween tY�e exis���g �av�m��t ar�d �F�e #err�por�ry repair_ Thc� unit p�ce �id und�r tl�e sp�r��r�ate bi� �#em of tl�e proposal shalE cover all costs f�r prov��ing �ern�ora�y �av�rnent Ee�ai� f�r �EI �treet c�t� prior to street �eco�s���ctior�_ D- B3 �ON�TR�l�TI�fV �TAfC�� 7{�e �ity, #Yrroug� Gts �urv�yor or agent, wiRi pro�ri�e k� #h� �c�n#r�ctor ��r�structian stakes or other ��,slor�ary rr��thod o� rnar�cings as m�� �e four�d corisis�enE w�th pro�essio�al pr�c�ic�, esta�l�sl�i�g lir�e ar�� �rad�s for roa�way and ukiE�ty �onstruct�or�, and cer�terli��s �nd be�chmarks for bridg�wa�k, Thes� st�kes sYrall be s�t �r�ffi�ienll� in advarrce to arroEd dei�y w���ev�r pr���ic�l_ �r�e set of st�k�s shall b� set Far all utility co�strucii�n �water, �an�tary s�w�r, dra�r�ag� e#�,), �nd o�� �e# of �xc�vatior�lor �tabilizatior� stak�s, a�d one s�t �� staft�s For curb and g�#kerlor pa�+ing. It sh�il be th� sole tes�ansibikity of th� �or�tractor to preserve. rr�ai�s#�in, #r�nsfer, �tc., all stak�s fum��het! unti� corn�l�liori �f #}�e �or�stru�tior� p�ras� o� th� project �or whicl� t��y wer� fumEshed. If the ��ty or �ts ag�nt d�termir��s ihat a su�fGci�nl nurnb�r o� st�kes o� rnarkir��s }�rov�d�d by+ lh� �il�. Yrave �een I�st, des#foye�, or �istur�ed. #� pre�+en# fE�e p�vp�r p�ose�uti�� and �ont�ol of tne wor�C contracted fo� ir� the �ontra�t Documen#�, it sF��ll �� t#1� �or�trac#o�s respc�r��i�rllRy, at the �oe���a�ta�s s��e ��rper��e, ta hav� sucri sta�ces replaced by an ir�dividual reg�st�r�d by ���� T�xas Boatd �f Prof�ssFon�l L�r�d �urv��+or �s a R�gis!�eed �ar�d S�rve�+�r, �o clairrxs for ��I�y rvr�rrz ��44� ���fi � � ������� ���������� ��e tc� lack of r�pl2�c��n�nt �f constr�action stakes +rvlll b� �ccept�d, a�rd tirr�c� will c�r�#i€��e t� be c�arge� in �cco�d�nc� wi#h lhe ��ntract Doc�mehts, D- 64 �A�Ei�lE�V7� AfVD� PE�MIT� T�e ��r�orrrtan�� of #his �or�tr��t res�u�f�s c�rt�ir� terripor��+ c�nstru�ti�n, right-of-�ntry agraemer�ts, an���r p�rrnits to �erform work vn �riv�t� �roper��r, The �ity ha� a�t�er�ptecf k� �k�t2�in #I�e ter�}�orary constru��Ror7 �ndlvr right-of4cntry+ 2��r��rne�is for prOp�eties w��fe constf�ctl�i� ��tivit�j kS rle�essary p� �It� A�t+�e�4 facilit��5. sucl� �s sewer kin�s or r���nh�les, �or kocatiorr� w��re th� �fty w�s unable t� �bt��n th� �as�rrt�nt or rti�ht�of-�ntry, it �hall �� th� �o��ra�tar'� r�s�ansibr�il� �o ob�ain the agr��me�t prior to beginning wark on subject prop�rty. �his shall be aubs�d�ary to #he contract, The 2�greem�nt�, wl�i�l� th� �iiy ha� t�bf2�i�ed, are �vailabCe f� the �on�r�ctor for e�v��w b�r �orr#���i�� fh� pl�.ris d�sit at lhe D�p�rtrn�r�t of E�tg�n��ri�tg, �it�+ �f �'�r� V4l�rth. Also, ak shali b� tho r�sp�nsf#�ili#�+ of th� ��ntr�ctor �� obfain w�it��n �ermission from prop��ty owr��rs to perf�rrn s�tch work as cl�ano�t rep�ir �r�d sew�r servic� repl���m�nt �n pfivat� �ro�a�rt�_ �ontracto� �h�Jl a�l���e to all requir�m�raks �f P�ragrap� �G-�,'i0 of �i�� �er�etal �ontr�ct Da�u�ents, �h� �oniractar's at#�r�iion �s dire�t�d to t�e a����rrt�nt t�rrns a1�ng with any ��ec'raR �o�dit��r�s tE�a� ma�r �ava b��� �rnp���t1 �� these agr�arner��s, by #�e pro{�erty owr��rs. Tl�e �ase�ner�ts �r�dlor �riv�te p�op�rty shall �e cle�r�ed u� af#�r �s� �nd r�stored t� its �rtgEn�l �ondttlor� of �etl��. Jn eve�tt additi�na� work roo�'n �� r�t�t�ired by th� ���kr�ctor, it shall be #he ��r�t�actor's r�s�onsi�ai�l#� #t� �#�t�in w�ilt�n ��rmissRon from the prap�rty �wn�rs ie�vol�red for th� us� �f additian�l p���e�ky requ�red. No additi���l �2�y�ent wilC be �IR�wetl for �his �tafn_ T�e ��ty has �b#air�ed #i�e neces�aFy c��c�m�ntat�an for r��lroad an�#!�r h�g�wap p$rmi#s r�quire� f�r �onst��#i�n �f ti�Rs project_ T�a �or��ra�#�rr sh�l� be respons�bl� fc�r cor��l�rrng wi�h �IC �ra��si��s �f su�h p�rrnits, incl�rding� ot�t�inir�g #h� requisit� ins�r�r���, ��d sha!] p��r �ny �nd �!I �asts �ssoc�a#e�i wi#i� or rer�u�r�d by the pe�mik�s}. Ir is khff �o�kract�r's respar���b€�i�� �� pr�vide t�re requir��# fi��mer� ar�dlar pro�ide p����n# io ##�e �p�aeop�aa#e r�ilro��Jag�ncy #o� a11 fEagrrr�n d��rie�g construc�ion in r�iar�ad{�gan�� rig��-c��-wa�r_ Ar�y a�d �II c�sts associ�te[# witi� carn}�fi�nce wGth p�r�ni�s(s) rne�uding paym�nt for fl�gme� sha�C bo s�rbsidi��y to t�e proj��t p�'i�s, No additronal p2�yrr�ent will b� allowed for this kte�n_ I�m6S PRE-C��3��`RU�T�O�V NE3��IB�RH�DD IV�EETIhE� A�k�� the pr�-�anstructran conf�re€�ce has baen h�ld but b�fare ca��kructfon is �Ilawed kt� b�g��r on t�is proj�ct .� pubCic meeting wi�l be hefd at � loc�tior� ta b� �d�t�rr���ed by #fi�e �r�gi��ar, The �o�tr�ctor, �nspect�r, and �rc�ject rn�r�a��r sh�lk me�t w�th all aEfec#ed r�sider�ts ar�d pr���r�t the �rojected s�h�dule, incl��l�n� �on�#ruc#ion start tl�te, and ar�s�+er �rr�r constructian r�[ated q�estior�s. �v�€y e�f�R w��l b� made to schec#uf� �E�� nei��rborhood meeting wi�hi� ihe �ro w��ks ��Ilawin� #h� p���cans#fu�tt�n �onfe���c� but in n� ca�e will c�nstruckior� be aflo�red t� ���ir� untii this rr��etin� is in��d. �?-B6 INA��E R1#TE� ��e l��or c€assi�ica#ions ant� minirnurn w��e rat�s s�t far�h h���in h�ave �aee� pre��t�rr�ir�ed b� ti�� �ity �our�cil o� #�e �Gty ofi F�rt I+VaRi�, Texas, �n acc��d�n�e witi� s#alutory req�ire��n#�, �s b��r�g �C�e pre�+�ifir�� ��assi�i�ations �nd ra#es #h�t ���Il g�vem on �II w�r3c perforrned by #h� �or�tractor �r arr�r �ubconlractor ar� th� si#� �f the pro�ect cav�r�d b� th�s� �on#�ack Doc�m�nts. €r� n� ��renf sFtaCC 1��� tr��n the #ailawin� rat�s �f wag�s be p��d, {f�ttache�} r?�r�qoz ��R�� ���� � � s���i�� cor����M�r�s � . � � �� � ..� � � rr� �.ro� sc��� � �To ba prir���d on �un�ractor's Le�terhoa�) Da�e: ��E T�o: �1?� �R�J��`�' i��111��:11+I�id �1��4$ S�ni#�ry ���ver F]�ra��►s�� A.r�s� P�r# 1� i���5C4 ���A'F`��1�: 7�L LIhriITS �7F �D1�5T.: V�'est or9"`�llveuue al�ng ���'�YR bet�veen ]�nsec��Eear�� �le:rndc�- �st'srnated D�t�'�tian nf ��n�#ractr�o au your S[rcet :�?C�C� dsys '�'��� �S 'i'� I�IF`��YI ��L1' `�`�A"Z' �'�1��1� �, ��2�'TRa4�T �V�T� T�� �r�;� �� ���z�r w�r��r�} ��� ��n����v�r �v��� ����Y�r��r� ��1�CIt LIl�!'�:� ��i ��t A.����[�ID YC�i�R �1��P�1�TY. 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I�EPL.� [I�I�T I.J�E�j ............................................'14 �A-11� TRE�J�Fi �1�FE�Y �Y�'f��A ���I�fV �fVl���. F���L.� ..............................................'I� r�r��� ���-� P�4�T �� - �#D��TI��A� �P��iAL ��ND�Ti�IV� - - 0 DA-'� ,4WAR€] �� �Qi��RA�T ��� I��t�JE�i� 1N��`H MU�7�P�.� UfV1T� �IVUT 1����� DA-� PIF��L�NE FtEHA�l1...1T#�T1�N ��.IF2��7-IN-PL�1�� PIPE [NOT U��Dj �A-3 PIPE ���A#���M��1T �1�S��M [�lOT U�E[]] DA-4 F�LD Al�D F�R�4'i PIP� [N�T U��b] DA-� ��.II��IfUIN� [NOT US�I�] i]�-6 PIPE II��TAL�,.�I� ��f �T�I�R 7Hfi�! �P�N �iJT [NOT U�ED] DA�� TYPE OF �A�IN� PIP� rC�OT tJ�ED] DA�8 �EF�111�� L�NE I�OIN�` R�PA€f� !��.EAiU��1T R�pAi� [hl�� LI�ED] DJA�9 P�OTE�TIV� �I�EVH�L� ��ATIN� F�� �ORRO����1 PR�T��7i�N ��3�T U�E�� DA-1� MAkVF��LE RE�i���LITATkON [NOT I��EDj D,4-14 �UR�,+��� PF2�PA�lAT��N FpR M�411tH�LE R�}�AB��IT,+#71�1� [NO� fJ��D� DA-'i� t1VTERIOR MA�IH��� �OATI�V� - MICR����I�AT� h110RTAR �Y�TE�4i ��JOT ll�E�� I�A-f 3 INTEi�i�R MANH��E C�ATIiVC - QUAD�}C �*f�TEM �N�T l���D� D�-14 INT�RIUR i�A�t�IQ�.� �OATJNC -�PRAY WA�L �Y�TE�1 �i�E�T t1��D] DA-'1 � II�TERI�R NlAI�H�L.� ��ATrN� - R�l1lE�! LININ� �1��T�M �JV�T US�D� �A-'i6 IJUTEI�IOR M�4NH��E ���I�IfV�: PE�tMI��A�T �Y�7�M WITN EI�DXI' �.I�l�F� [fUOT U��D] DA-1T INT�F�I�F� fU�Ah��-I��� �D}�4Ti11fG`i-��`RONCa-��A�-$`�$1G`�M [NOT L�SED] �A-�18 i�I�ID FIBEI��LA�� lh�I��UHOL� LINE�t� [NbT U�ED� I�A-�9 P11� LI�1�D �ON�RET� 1NALL RE�OfV�TRli�l`r��l ��I�T U��Ql D.4-�{} PR���UR� �I��l}TIN� �IV��' U�ED] �A-�'� VA�I�#JI�1� T��71hl� �� REHABI�.ITP�T�D h�1ANH0��� �fVOT llS�D] DA-�� F�BERfiLA�� MAfVH�L�� [�l�T U�ED] ��rx�� A��-�4 - � � P�4F�T I]A - ADD�TI�1�I�4L �P���AL ��NL�IT���1� �1�-23 ����qTI�N A�lD EXPO�URE �� �4�JAk�H�I��� �4fVD 1N��`�i� VA�V�� [�4�T US�#�a DA-��4 R�P�.�A��M��T O� ��N�F2ETE �kJRB A�lb �U1`7�R [IV�7 USED] DA-2S F2EPLA�EME�iT 0� �" �ON�ft�T� D�11�E1NAY� [i��� �1�EDj DA-Z� R�PLA��MEfU7 �F I�.l�J.A�.�. RAVEM�NT Af�D BA�E [NOT U�ED] DA��7 �RADEa �RU�F#�D �iONE� ii��l" kJ��D� DA-�8 W�D�E �ILLIEU� �'T T� �"' DEP�`H �,0` V+lID� �tV�7 US�i�� I�A-�9 8U1"7 JDIIV7� — MILL�D [NDT EJ�ED] ��4�� a�� �-I.�.A�.�. �l}�tF�0.�� ��UR�E �T�fP� „��� ���� CruoY ����� Q�#-31 REPLA�EJ1rI�NT �� 7"' Ct�hl�F��T� 1!A€.I�EY �IJTTER �fV�T U��D� �]A-�� �1�Vti! '7" ��N�F�E7E V�IL�.E1� �UTTER [f�OT U���] i}!�-�3 JV�W �" �TANDARD IN�i��L�HAIR RA�IP [N�T U��Dl ��-�a a�� ��v����ir �u��r�R��A�'�o�l ��loT tJ�E�� DA-3� I�EIC�FOI���D ��fV�R�T� Q�1��M��1T �Ft BA�E �UTi�.ITY CUT} [N�T U��D� D�1�36 FtAI��D PA�I�EME�T M�#F�K�R� [h��T U�E�}� DA-�7 POTE�TIAL�Y PETROLEUM ��N�`Ah41�1�4TED I�IA7��2�AL 1iA1V��l�1� [�VO�` U�ED� DA-38 L�ADIN�, �RAN�P'��TATIOh�, A�f� DI�����4L C3� ��h��'AltihI�lAT�f� �OIL ��]�T USED� C]Am3�3 F���FC f�Ipl�Al� - �1�.7�F� FABRI� f���l������:�141 'I . �en�ral ��ndi#�o�s, �uppl�r���kal ��n�itions, applicable r�c�ui�rne�ts �f C�ivi�i�n '! - �eneral Require�er�ts an�l th� h��rti� �entral Taxas �ouncfl af Cavemme�ts �t�I�'���� �tandarcl ��ecifications, are hereb� rn�c�e a part af this sectian. �. Thas itern �haA gov�m for the ir�sta€latran �f r�ck riprap oF the various s�zes shown on �1�� pla�s, B, D�Si��l �RITERIA; ��a��roz A��-� ��1�`� l�� - I�IDDITI���IL ��'��IAL ���VDI�I��I� �. "I. �he t�� o# the riprap �evetmen# sl�a�l ba �ntr�r�ch�d ir� s#a�le �han�el bot#oms. IF tF�e c�-tanr�el �ottarr� i� not sta�l�, #he d�sigr� ��akl i�carporate ��#�er requir�mer�#s �e�cf�d to st2�biliz� the reuekme�t toe, �. The c��n�el sid� sl��� s�all �� $� shov�n on ��e c�ra�vi�gs, �. E�gir�eeri�g #ilier fabric rnat�nal s�all b+� pfaced undem��t� !he �iprap, 4, Riprap s�all extend up !�e �ank to an ele�ration wF��€s veget�tevn will �rovf+�e a�lequate �r�te�t�or�, See �r�s� s�cki�r��. PR�����'; 'I. RIPi�AP i�+iA��Rf�1�; St�ne �o� ripr�p shall be durable an� �f � s�,�table qua�ity to ir�sure perm�nen�� in the s��e.rck�r+a. Ik shall D� free frorr� cracCts, se�rrtis ar�d �t?�er deFe�ts �ha# wauld t��d �o inr�ease de��ri�r�#i�r�. Rack s�all be re��anai�l�r wel� g�a��d �e#w�en the f��iovv�ng prescri�ed limits: �ie�� �i�e �Sauare C�e� ��" 24 �nch f�ipr�p 18 inch 1� in�h � ir3Ct1 �I�V� �!�@ �S���re hAe�#�� 98" �8 ir�ch Riprdp � 2 �nch � ir��h 3 ir�ch ���nt Passir�,� 1�� �U-8� ��-5� �-�� ��rce�� P�s�i�� �� 60-�5 1 �15 0�1� �, RIP�AP V��I�HT: YVergh� �f ro�k �hall be on� h�tn�red fif�� �ive gour�ds �er sal{�I c��tc faot {mir�,� ��Ic�lated fr�m #h� ��Il� sp��ific gra�+f�y {saturated surface dry}. 3. �IL.T�R �,�Bftl� BLA�I�CE1': A��ro�ea� h�a�ruf�ct�re�: �. ��C��UT#��+l; �. ���V�T�U�TION: ror��2 • Su�a� � �eavy ��c#e 8NP {UV� ■ Tfevira 011 f�8� * A�Y1��0 4�5� � oe Equal Heavy Ct�ada a. 7't�� ��anr��l side sl��e a�d the #oe e�cc�va#ior� s�all b� prepar�d #o the requrr��J line� and +�rafle�. A��-6 � P�4F�T DA , I�DD�7`I���►� �P��1AL ���i�ITl��I� b. �iltet fab�i� a�d ri�ra� s�lall be �la�eci Gn successi�n �o the re�ui�ed thicltn�s�es ar�d el�va#ions. I�kprap shalk �e har�d pla�ced afount� str�.�ct+�Ee� t� prevent darrrage t� th� ��ctu�e�. �. Ih1�TA�.I...ATl�h1 �� TH� �GLT�F� FA$RI� ��E�T�XiILE): The geol�xtile ���il be placed in #F�e rrka�r�er and at the lacations shov�+n on the draw�n�s. �� #he tirr�� of 4nstallali�r�, the geo�ex#ile sh�al �� r�jected i� �# I�as d�fiec#s, rip�, �o�es, Fiaws, deteri�r$tior� c�r dama�e incumad du�ir�g rnanufa�tura, iran�portatior� or stor�g�_ T1�e sur�ace to �ece�ve �h� geo���tt��e shall be pr�pared k� a r��atively smoath c�nditto� free �f ebst�uc#i�n�. d��re��ian�, deT�ris, anc� s4fk ar tov�r densi#y poc#�els o� ma�erial. Eros�an f��tur�s �u� as �ill�, g�lri�s, etc, must be geaded o�t �f the surFace �ei�re geotextite placem�nt_ The �eo�ex�iie shall �e pEaced with th�� long dimension �erpendlc�lar �o the cenke�lin� of the channe� anri ia�d srr�aoth anci free �f t�ns�an, s�ress, F�l�is, w�inkles, or c�e�ses. �'he stnps shall b� p�ac��l to �rovide a rni�imurr3 wi�th of ��-i�ches of ove�iap #o� each jo�nt, �er�porary pi�nwng o� #t�e textil� tv help hald it rn pCace u���i th+� rocic ripra� f� placed, T�e �emparary p��� �hall be remaved as th� nprap is placed to �elke►re hig� #ar��ile �tr�ss whi�h rr�ay �ccur d�ri�g ptiacemant af �nater�a� on the �eat�xkMae. �'he ���ci��c� placem�n� prncedure �eq��ra� #hak fhe ler��t� of Ihe geotex�ile �e greater than t�e actuat sln�e length. The �on#��tar shall aciju�t t�e ac#ual l�r�gkh o� t�e g�ote�cliC� used based o� ir��tial ir�staklation ��cpe�ien��, 7he �eete�tiCe sha�l �e prote�tec# at all times �lu�ing cor�st�cti�r� from c�ntarnir���ivr� by sur#a�e rvn�Ff and an� geatextlke so co€�tami�ated s�all b� remays� �nc� repl�ced with �ncont�min�ted g�otexxlle. An� g�atextrle damag�� dur�ng its i�st�llati�n or d�ri�� piac�rrr���t �f r�pra� sha11 be repaaced b�r th� �ontr�ctar a� no �o�t ko khe ��rn�r, T�e work shakl �e �cheduled �o thak ��e correring af the geo#�x#�la wEth a layer of th� sp��ified rnakeriak i� acc�mpEi�h�t� with�n �ev�n (7) c�lendar days aftefi paacement of the ge�tex#iae. �ailu�e Io car��ly shall re�uirr� replac�rr�ent af geatext�le. The geotex��ie ��all �e prote�te� fron� darrtage pnor #a and duri�g tk�e plar..arn�r�t o� ra�k �iprap_ B�fore �lac�ment af gabion unyts, krie �ontrac#�r s11�1� c�emonstrate that t�e �la�ement #e��r�i�ue wilk pr+�ven� �arr�tage ko the ge�textile. Ir� n� ras� shall an� t�{�e of eq+�iprrtent �e all�wed or� t#�e unprot�ck�d geo#ex#ile. �. f�IPF�P�P P�.A���+AEhiT: �tone for �i�ra� s�a�l be pla�eti on the #iCker fa�r�C b�anke! �n s�ch a e�-�anr�er as �o pr�duce a r�a�ona��y w�l! �raded mass af ro�� v�rith the rn�nimum practi�b�e �erc�r�t��e af voicl� and shalk �� constru�tad wwtl�ir� tha speciiied tolerance t� t�� iir�a� and �rade� shown on the c�rawings. Th�n i�tent af these s�ecifica#ior�s is �o req�i�e p�acement �f riptap to the t�ickness shawEr �ncf ta �tlaw isalate� s�or�es to sx#er�d a� r��ch a� �ix �nchas �bove gzade, F��prap s�all �e pCaced �o i#s f�ll �ou�se ih{c.�cness a� one ope�ti�r� a�� ir� ���h a man�er as ta arrof� di�placing the fa�ric, 'fhe larger s#anes shakl be w+�ll distr�bul�d �r�cl the �n�tre mas� of ���ne� ir� thei� fi€��I pas�tion sha�l canfornn to ��e gra�#ation spe�if�ad heref�b�for�, Th� fi�ish�d riprap shall �e free fro�n objec�E�anabie packets of srr�all stones and ��us#�fs of larg�r �tone�. The� de�ir�ci tiistribu���r� �f the va�iou� si�es a� s�anes khrou�h���t k�x� mass shaa� be �btai�ad b� set��l�v� load�ng of ti�e m�terial at the �ua�y or ather sourc�, b�r can�roCled d�xx�pir�g af �uccessive toads during fi�nal placir�g, or by other r�eth�ds af �la�ernenx +�rh�r�-r +nrall {�ro�luce ths speck�ed res�lts. F�ea�ran�in� of in�tivic���l stones, by m�chani�al ���ipm�r�# ar by hand wikl be re�uired ta #he �x�ent r�ece�sary �o o�tain a reason�bC�r well grat�e�l d+s#ri���ion of 7a�a�u� A��-� P�F�T D�4 � �AL�C�I�'i�IVAL �pE�lAL ���lD�TI�I�� E. s�or�c� s�ecified above, T�e �or�kractvr shail mainta�n the ripra� pr�te�t�a� �r�#il acc��tec#, Ar�� �na#enak ctispt�ced b� any caus� �h�H k�e �plac�c# at his ero�ion t� #�-re ii��s and gra.�es �howr� on th� �rarrrangs. NlEA�LJREhAE�VT AIVD �A�'hA�hl� 1. �I���� FAB�t��; ��I�er fal�r�c wi11 be measu�ed �� th� squ�re �ard for mater`ral useci incl�din� tha� reqt�i�d at koes a�c� #h'r�kenec! edg�s o� rip�ap, P�yrnent #or �It�r fabric +�r�ll be macfe at th� contract un�t prioe p�r sq�ar+a y�rd �nrh�ch i�cl�rdes a!I �Ear�t, labor, material, a�d �GI instalfati�n co�#s i�-pla�a, c�m�l�te. �. �T��1� F�IP�AP; �to�e (mck� �ip�ap wil� b� rr�eas�r�d �� #�re cubic y�r� ��ir�g �ctual plan c�ifnensior�s. Ra�+mer�t f�r ri�r�p v�fll be rrrade at tt�e cor�kract ur�i� pric� p�r cu��� yard rrrr�ic� in�l�ecles �II plant, I�b�r, rnate�a�, artd in�tallati�n e:osks i�-place, compfete. k7A-4(3 �Ohl�F��TE RIPFtAP [l�OT U��p] D�1-41 C���F�ET� ��LI�V[lER P#PE AND �ITTihlC� [fV07 U��D� �A-�2 ��[��R��E I�#P� fIT�IN�� ANR �P��kAL� [I�QT U�EDj DlA-4� U�V�LA���FIED �7'REE� �}(��11fA7��� (�]�T U��D] �?A-4� fi°" �ERFORAT�D PtPE �U6[?R.AI�V T�is item �ha�l �onsist of �umishing �n� ir�s�ar�i�g sp psrf�rate�i subdratn an�i filt�r material all as s#�a�rr� on th� enclosed ctetaiE�, or �s d�r+a�te� bp th� Engir�ear. A11 ap�lir.able provision �f stan�ard ��ecifica#iorts It�m �0� "�UBDR�II�V�" s#��II apply e�cce�# as he�ei� rr�odiFt�d. Th� pJpe �n�#e�ia� �hall b� poly vir��r� chaa��l� {PV�} with #�e stanc�ard d�mensi�nal r$.�i� �f �� ��DR��) �nd rr�e�t tha A�T� I� �78�. Filter sl�ali have t�e r.apabJli�y of passir�g g�ound wa#er without tr�nsport�ng the soi� plac�rl ar�und !�-re �iiter �al�ric, 7h� fa�ri� s�ali �e co�str�cted exclusk�+��y �f s�n#h�tic t��rmoplaslrc fi�ers a�d rrr�y �e ei��er wove� or �o�- woven to form a rrrat of uniforrr� qualit�r. Fa�ric fi��r may� �e �€ther continu��s �r dis�co�tin�ous ar�d or�erxted in �ith�r a rar�dorn or an �la�ned �a#t�rr� throughout the fabr��. T�e fabri� �F���� be �nii�ew r��i�tan#, rot p�o�f, sF�a�l �e sati�factory �vr �s� i� � wet s�al ar�� agg�g�t� ee�virar�ment, oor�tai� �Itra���Cet s�ak�i�ize�s �nd have n��rav�lEing e�iges, T"he �a�ric sha�l rr�Neet �t�e fo!l�n� re��rirernerr#s uvhe� s�mple�d and tested in accordan�e with �he rn�th��s ir�di�tkect. �e�i �ri�inal #�#�y�ical Pr�aps�tres Fat�ric weigh#, �n �n ambient ?�i2�2 i�+le#hod �DH1�7 Test Met�od ASC;�8 —� F�e��irert���ts �.� :t'Mar�imum #o� ur��#er drair�s PAI�T �A - �D�lTI�I��L ����I�L ��?IVD�TI��� Ternperat�re air-dried tensi�n Tex-8�k6�! and �lapa free sarr�p��, e�tpre�se� "T�sting �f �onst�ckion Ftit���' mEn�rnt��n in o�lsq,�c#, Fte�+e�ment Wa�er flov�r rate by faliir�g he�d Tex�6'�G-J method, 7,� ir�ches (�� crr�} xo �.� fr�c��s {�10 cm} or� � f��h ID cyalnder with � �nc#� diam�te� ori��e, with #low rate expre�sed in �allsq. #tf�ninute, �� �nir�im�m �tabaliz�tion, 6.� �or Gabions Bre�k�ng �aad in ei#her rr��c�i�e �r AST� �7asig��t�on: ��0 rr�inirr�um c�uss�ma�hir�e �irecki�n, exprs�sed C� '���� �r�b method C as in po�r�d�, rna�i�#ied by Tex-676-J �qui�aEant o�enin� �iz� (U� �VU-���i5, U� �4rr�np ���ps �f 7� t� �00 �kancia� �ieve no.j �r���naers. �ivil V�orks �onstruc#ion �urde �p�cificat��n. �"Plastic Fil��f Fa�ri�; hlover�b��, '��77. ��AP��rent elo�g��ton� aE breaki�tg A��, D�signa�tor�; 100 maxi�num 1n�d in either machin� or cross- D i�S� �rab �nethor� � as rn�chine dGre�ttan, ex�r��se� �s modif�ed by Te�c-�16-.I pe�cent. The "Filker Fabria" shal4 be ir�st�lled ir� ac:cord�r�ce with the rnan�facturer's r�c�m�nen�#a#ians, �s indica#ed or �� direc�ed b� #�e E�gineer, Wher� I��ping ds require�, ik �h�al be ir� acc�rda��� w�th th� manufac#ure�'s recornm�ndations, Back�Elir�� �rou�d the �ilter F�b�i� sl��ll be c��r�e i� s+�ch a way as �t�# t� darr�age trie Filter Fsbri� maEerial during t�e ptacernent. T�e unit price bi�l p�r L.�. sha�E �e f�,l� comper�s���on fc�r �II labor, srtiater�a�s, �qui��e�ts, taot�, and tnc�de�tals r�e�ess�ry to corn�pCete t�+e work. ��-a� ����a��r���v�r o� �a�� ��i���ET� �lDEV�fP�L}(� �N�T U�ED� ��-as ����r�n��r���� s��u�r��� �� �o�v�����T�on� ��v��usEa� ���a� ��av�n��r��r �����r� i�+ ���rci�v� ���� ��v�fi us��� D�4-48 EA�E�fENT� AN[� PERh�IT� �as�mer�ts ar�d pefmits, b�th te�n�o�ry �r�d perrrtar�ent, ha�r� b��n s�cured f�r this �roj�ct a# lY�is time and mac#e a p�rk thereto. Hny ea�emer�ks �nc��or permit�. bnt� ternpora�y an�l �ermar�a�t, k�rat have n�� b�en abtain�d byr Ik�e time of publEca�io� �hall �� �ecured b��or� construc��or� s#arts. �lo vrar}c i� to �e done ir� areas req�irir�g �easement� andfor ps�ni�s untll k�e �o�a�a� A��-�9 ����` �� - ���irr�rv�� ������� �t���r���r�� -- r�e�ess�ry ��semer�ts ��re ��ta�n�d. The �ortt�actor's akter�ti�r� is d}re�ted to th� e��er�ent de�cri�ti�r� an�l p�rrsii� requfrem�r�t�, as contained h�rei�, �I�r�g v�+it� ar�� s�eci�l cor�diki#ns k�at rna�r h�rre ���n fmpo�ed �n #hes� e�sem�nts �nd perrr�i�s, Wl��re #h� pi�eli�e c�osses pr�va�elp �w�rti�d pr��erl�r, tt�� �as�m�r�#s and oor��krv�tian �reas ar� �hvwr� an #hs �lar�s, The e�sern�rrt� sh�ll b� caea�ed up after use and rest�red to th�ir orig�nal co�diti��s or bett�r, �n #h� �vent addit�or�al w�rk room �r �cce�s i� �+eqe�i�d 6y t#�e �on#ra�tor, it s�a�ll �e �he �o�tracta�s res��nsib�4ity to obt�in written permission fror� #he pro�erty o�rvnsr� invol�r��! fc�� the u�e of a�d#t#nnal proper#y r�qu��ed. hl� adcii�t�nal �ayrnen# will be allower� for thts it�m, D�1-49 MI�WWA� REC�UI��ME�11`� ��VQ7 U�ED] f]�-�0 ��f��RETE �N��#���Vl�hfT ��l�T U��D] DA-�1 �0�1�lE��I�N TQ ��Cf�Tf�l� ��RU�TURE� [NQT U�E�] DA-�� T�lRB� M�T�R 1+V1T�1 IIP�UL.7 A�1D B�*PA�� IiV�TAL�A�`IDN [�VC}T U��D] DA-�3 OPEfV �IRE LIN� I�}ST�QL�ATIO�l� ��10T U�E!]] I�A-S�3 WAI�R �AMPLE ��ATf�fV �N�T l���l�] ��-�5 ��1F�E3 Oh� �OfV�RE�E PA1JE15+9EI�T [NDT L��ED] DA-�6 �H�P aRAWIN�� 'I ,�e,b�i# seven {7} capaes of sh�� drawings, layout�, �n�nt�fa�:ture�s �lata an� �aterial s��etlules as rr���r b� cequire�i by th� �ngin�er fc�� his review. ���mitka�s may k�e cJ'Mer�Ced by an�# ��afn�ed w�th the a�pr�rr$I �f t�� �anlrac�or ar�d ideratif�d a� #he �ngine�r rr�ay re�+�ire. �uc� r�view by the �ngineer s#�all ir��lucle ch�ckir�� ��r gener�l conf��mance wit� th� cle����r c�ncep# of the p�o]ect anr# g�anera� c��n�fisn�e vtir�th ir�f�mnatio� �iven in �e fien�ral ��ratra�t Docurrrents. Ir�c�icated ac#fon� b� th� E�gkn��r, which may rese�lt frarn h'r� re�i�w, shali not �a�sti�u#� c�n��rr�n�e wak�r an� deviai�or� f�vm tF�e plar�s a�ct spe�k�rat�ans un�ess suc� �le�+i�ti�ns ��e �p��ifi�all� i�len#ified by #he me#�ad de�r�il�ed t�e�ow, a�d furth�r sh�l� n�k �e�ieve the �ontr��tor of rc�sponsib�ii#y f�rr �rrors or amissior�� �n th� subm�#�ed d�ta, �'rocesse� shap c�raw'rng su�mittals are not chang� orde�s. The ��rpose �� subrr�i�#als by the �orr�ractor is to d�rr�ons#�a�e that th� �ontra�tar unders�an�l� xhe �e�igr� �on�ept, an�l th�t he d�rx�o��tra�es �is ur�derstar�dln� by �n�icatin� +r�rh��h equipment �nd rna#eri�ls he inter�c�� �� fumish ar�d i�statl, a�d �y d��ailin� the fabrir�tion a�� �nstala�ti�n meth�c�� he ir�t�nds #o use, f� rJ�viatia�s, discfepancies or confiwcts between subrr�i�ta�s ar�d the de�ign dra�rJn�s andJor sp�cific$tEor�s afe d�scarrer-�d, ��ther �ri�r �o or �rfte� subrr�Gi�ka�� are pmcesse�, t�e clesign dr�wing� a�� s�ecificata��s shafl go�+er�, �he ��ntr�ctor �h�ll �e res�on�i#�I� for dar���s€ons whkch �r� #� be can�mned an�J cafre�at�� at #h+� job sit�, fal�r�c�ttan pfoce���s a�td techni�ve� of constricta�r�, caarclin�tior� af hk� uuark wi�h that afi oth�r �rades an�1 �atis���tory perform�nce hi� work. The �o�t�act�r shall r���k anc� verify all rne��urerner��s ar�ci €eview s��mittais pri�r io b�ing sub�r-ri�ted, ar�d �i�ra of tni�ial a��a�ema�� i�cluded w�� ��e s�,bmi�#aa, r�r�ich sig�ifi�s �omplJa�ce with plans ar�d speci#icati�ns a�d dErn��sion� su�kab�e for ths ap�ticatior�. A��r d�viataort �ror�n t�-�e ��ec�F�d c�teria sh�li be �x�ressly stated i� writin� �n #he s€,brnitta�, l�re� ��} coptes o� #he ����� ���-1 f� — � - - - P�►FtT D�1 � �C�D1TI��VI�L ��'E���#L ��1VDIT1�1�� appmved �ubmitt�l� shaCl b� ret�ir�ed b�r the �on#ractar until �ornple#ian af #he �raject ar�d ��s�nted t� the �fty �n boun� ��rm. 2, �hap �raw��rgs �hall t�� s�brnitt�� fart�e fo�low�n� �tem� prior to �nstaltatEor�: t�st th� requ€red submitt�l� here A�Iditfonal shop dRawang requifem�r��� �re de�cribed ir� same of #he ���eri�l spe�ifica#ions. 3. Add�as� for �ubmitt��s - The subrn'rt#als �ha1i be addr�ss�d t� !he �hief Design E�gi�e�r. �F'rojec� Manag��� �i�y of Fort ll�lorth i 0�� 1`hrockmort�n ��41 VY�151 ky 4J1 �4� 55Ji ����� �1JJ 1 ��Gf����VYIY �n orc�er Eo esx�blis� a basis upar� v,�'�ich par#��a� �a�rrr��ts tp the �ontra�#or rr�ay �e authorized, �rnmediat��yr a�#er exect�t��� af the c��t�act tha ���t�c#�r srial� fumish a de#�iaec! �ast brea#c�own ai F�is contra�t pri�� arra�g�rk �nd �t�miz�d t� rneet the ap�ro�+aa �f #he �ngirreer. DA�m58 �TA�1DA�� a7F���T �PECI�#�ATI�N� �I.M.11.�. OV�RLA1� j[��7 I��ED} DA-5S H.k�.A.�. h�DRE THAIN 9 Ik���l�� DEEP [NOT L��ED� o�a-sa �s����.r ��i�r�w�� ����N� ���� ���o� DA-6'i TOP ��IL [�1�� U���] �A-6� WATE� h�1�TEi� AND fNETE#� B�X �t�E�O��#TI�N AND ADJU�1`�N�[�� �NOT U�ED� DA-S� BII� C�UA{�TIT��� ��d �uan#it�es of 1hs rrariaus iterns in ths �roposal �re for com�ar�son onSy �nd m�� r�ot r�eflect the act�ral quantt#ias. The�e is na Irrnrk to wh��#� a� la�d it��n car� be ir��r�ased or d��rea�atl. �ontr�ckor shall not be e�#itled to rer�egotiati�r� of ur�it pri�� re�ardless of th� f�nal rneasured q�ar�#itkes. �`o the ex#ent #i�a# �4�4,� cor�F�icts wftt� thks p�o+rr��on, this pravisi�r� c�n#rol�. �o �laim wikl be cansitle�c� for last or ant`rc€pate� profit� �as�d �pnr� dif#erer�c�s ir� estlrnated �uantities vers�s �c��,al quanttkies, To#al quan�ities gMw�r� }r� the k�i� y�r�nposa� fn�� no! r+eflec# actu�l �u�nttt+��; hawever, Ihey a�e gi�en for t�� p��ase of biddir�g an+� svr�rdir�� l3�e con#ract, A cor�tract i� t�e arr�ount af ��p�,404 �see �pti�n� to Ren�w� sha�l �e aw�rdeci with ��nal ���men# �a��d or� ac#u�l m�a�ured �ua�ti#ie� �nd �#�e uni# pric� �rd ir� ti�is �r�pasal. lulore�ver, there i� to �e no limit on t�e var�aiion betw�en #t�e es�lmated �ua�#iti�s sh�wn snd �c��ak quar�tities pert�m�ed, o�-�� w��� ir� �Il�����r ����T o� w�Y in�o� us�C�] �a{zav�� l���-� 1 ` F�AF�T D�► � �DD11"I��lA� �PE�NA,L ���VDIT���� - �A-B� �I�l�SH�D �.Il�E�TON� �FLEJ{-B�4�E� [NQT I��ED� DA-B6 ��7��N T� RE�I�W �f�07 l���D� D�1-67 �lOh!-�}��LU�11f� ��IVTRAI�T 7'h�s contra�t is nan*�x�lusirre, Du�ing ths terrn o# th�s cor�tract �r an� rs�ewal �ere�#, the �ik�r re�e�v�s k�re �ght #� adveriise ar�d a+xard ar��thar ��ntract for �ik� or s�mil�r wo�C, If a secon�l cant�act �s avwarded, k�e �iky f�rther �se�ves �e n��� �o E�s�� ��rk orcJers unde� eit�er car�track as i� �lee�s in its be�t ir�terest, w±#houf re�ou�se. DA-6A �ON�R�TE 1f�L��`�` ��J1`�'Ei� [hE�� U��D] DA-S� �i�AF��� BUTTONS [��T �l��b� �A-70 PA1��MENT �l'�tPIN� CIVC��` L��ED� D�l-7'I H.M.A.�. TE�Tfhi� PROCE�URE� [N�T L���Da C�A�7� �P��IFR�AT�Oi� R�FEf�EI���.� 1N�en re�sren�e i� m�de i� t�es� ��ecifir�tion� ta � p��lkcul�r A�T�1, ,�W1NA, Ah��l or otl�e� s�eciPic�tion, ak shal� b� understood #�ak t�� latest e�vi�ion o� �uc� ��e�i#i�ation, .p�or ta t�te da�� of th�s� g�r�er�� specificatio�rs �r r�vis��rts th��of, sh�l� ap�l�, DA-i� F��LOCATl�1V OF �PF21fVKLE� �1'�T�I� BA�Ft-��.OW PR�If��iTEF21��hfTRCIL VA�V� AND BO}( � . �}A-7� l���El.IElV7-�EAT�C] �AT� 11+4�1��� �1r�� r�esrlient-s�ated g�t� v�lues ��,ppl�ed for �his �or�tra�t shal� r.��f��m t� ItiAa�eria� �tar�d�nd ��-z�, �r������ ������k�����r,� ��� ���i����r-��r�� ��T� v��.�r��, ���� tr�� excaptiorr o# s�z� raqulrern�r�#� an s�c#ions �-��,1. The �+a�+�a �ha�ll t�e instal[ed w9th b�-pass, arod shafl be �s rr��nu€act�,�ed b� U,�, Pip� ar�d Fvur�dryr Of #31Ij}�f�4V�CI 9�U�I, I�A-75 EiVi�R�EN�Y �[7UATION, JDB 4VI�1lE�If� [NpT Li��Dj C]A-76 1'l�'" 8� �"' ��PP�R �ER1�1��� lhfOT U�E�� ��-�� s�o�� o� wo�� �����.. �uT� ��vor us��� D,4-78 C�fVT��TOR"� R��PO�l�I�ILTY (UTiL. �U7� CN�T U�ED] DA-79 ���vl`�A�i �I�� �U71L. �UTj �1vOT I�S�D] D�#-8� REQUIF2��3 �REW P�R�ON[��� S� EQUIPf�EJ1iT �UT1L. �U�j �N�T U��D] ��z�az AS��� � P�►F�T DA - �41�I�ITI�hIAL. �PE�IAL ���D`TI�I�� D►4-81 7�k�E AL��WED �01� UTiLITY �UT� {UTI�. ��1�`� ���� U��D� D�#-8� LIQUI�ATED bAf�AC��� �UTiL. �UT� [N�7 U�ED] DA-83 PAVIN� REPA�IF� ED�E� �U�`i�., ��.17) [f��� i.I�ED] DA-84 �R�NCH BA��{�ILL (U1`IL. CI�Tj [hlOT U�ED] D1��8� �LEI�N-l�P (1�71�.. �UT� [R��� USED] €��-a� �����u� ����s� �u���. �u�} ��u�T �s��a 1�,4-8T �UBMI��10� OF HiD� �U7f�. �U7� [hfOT U��D] DA-88 �TANDAI�D ��IS� REPAIR ��R U�I�` I(UT��. �4JT� [f��7 U�ED] I]A-�9 ��1����TE BASE R�PAlR ��F2 UNL� II & UNIT III �UTIL. CU7� �f��� E1�ED] DA�90 2°° TQ 9°° H.CJ4.P�.�. P�4VENIENT {UTIL. �UT) �f��T U��D� �A-�7 �#I�.lU$� 1+VATEFt VAL1fE �����5, MA�lH��E�r AND �fAULT� �UTII�. �'U7� [�11�T 1.���D] o�►-s� n��i��E�v��vc� ���� {u3i�. cu�} �n��� �s��� ��4s� a���� ��v���r�T �uT��. �ur� �rvor us��� D�#-9+� LlME �7A�3R�.I��D �UB�RADE {�1TIL. �iJT� [IVQT U�ED� DA-�.� �EMEJUY �TA��LI�E� �UB��AD� �#J�`ll.. �UT� [N�T U�ED] DA-�& R�PAIR QF �TQRM �]�tAl�t1 �7R�1�71���� (UTtL. �UT� [N�T U��D� �A�J� "C�UI�K-�ET" �ON�R�TE �lJ7l�.. ��1T� [lVOT U�E�� C]A,�� UTILITY ADJU�TI�iE�iT (U71L. �UT� [NOT U�ED] DA�9� �TAE�DI�RD �ON�RE�f� �II�E4VA�K �UTIL. CUi� �k��� U��D] DA-� D� L.IMIT� �F ��N�R�.T� PA1l�MEf�T REPAIR �UTIL,. �U�`� �f��� �.ISED] DA-'iU1 ���i�1��7E �URB A�ND �UTT�R (li�'IL. �L�T� [N�T U��Dj DA-14� �A�1�N1��[� {UTIL. �1��} [hfDT L��Eq] ��-��� ��w���� �n����. �xT.} �rvo�- ►.����� pA-10� �QN�Tf��1�TION LIMITA�'IO�� (Mk��. EXT.) [NOT l��E�j �ar���a� AS�-1 � PAF�T D� � A��ITI�l1�1�� �PE�IA� ��IVl�li��l�� ��-� os� DA-'I 06 DA�'3 p7 DA-9 Q� I�A-1 �9 �]Ak�� 7 0 DA�� �I 1 P�tE��L�J�� �LEAlUIf�C� AND TE�71Ai� �4411��. ��T.� ��J�3T U��p� �ip Q���TI71�� {n�[��. ��T,� ��Or ����� LI�� 0�' �ONT�A�T (MI��. ��7.j �N�7 I��ED] [�����t��4�rionl �4n1� IEv��i���Onl v��roF�Fc (�fis�, r����,� CNo� l�s��� 1N�F�K OR��E� �ON9PLE�'IOfV TIM� {MI��. F�EPL.� �f��T l���b} M�1fE 1�1 �HA�R��� ��+�11��, F���L,} [N�1" U�ED] �'F��J��T �I��1� (Mf��. ��Rl�.) Pro�ect Signs are r�quired at slx lacat�or�s which wial bs un��r cae�stn,ction fo� �noFe than t�irty+ �3Q} c�lendar days as indicaied in Part B ProposaJ_ Project �`rgns shall be ir� accorcl���� with Fi�gure 3� {date�l �-?.8-�G) oF #�e �ener�i �on#ract Dv�mer���, Th� �igns may �e �ounted on sk�ds �r on p�st�, Tt�e �x��� la�at�orrs ar�d rnethods af s�ro�n#rr�� sha�l bs ap�mvac� I�y #he engirree�. Ar�y an�i ��I �os#s for the req�ire� ma�eri��s, I�bor, and �c�uipr�e�� r��c�ssary f�r #he �urr�i�hi�� �f Praj�ct �i�ns s�aEl be co�rsi��re� as a subsidiafy cast of #�e p�ojeck anrJ �o adc�it'r�r�al �o�per�saiion wilt k�e allowed, �i�4-'I�� LI�UID�ITE� DAMA��� ��a��, ��PL.} [��T iJ��l�] DA�'�1� T`I�EI��H �1qFETY �Y�7EM D��I�i� (MIS�. REP�•) Bec�us� �F ##�a uni�ua �ature of t�is contra�t, the r�umb�r of trer��#� sa��ty s�st��n designs r��uEred is not �Cr�own at th� time k��c�s �re recekved_ ►Nhile the cantra���r is s#��I b��nd �y ��a kat�st versGon of k�e U,�_ Depa�mer�t of �abor, ��cupa#ionaa �aFe�y and Health �,dmini�tration 5tan#ards� �� �FF� Pa�k 'I���, �ub��rt �'�Exc�vat�ons a� detailed in ��� Tren�h ��#�ty ���terr�, it �s t�a �iiy`s i�ten#ion ki��t all cosks ir��u�ed by the ��r�fr��tn� �n acquirir�g tre�ch �af�ty d��igr�� be i�cEu�Jed .i�n th� �r�i� ptice bid #or Job N1o�r� ir�, � ar2a,00z AS C �'f 4 P�l��' E ���"EF�IAL �1VD ���l��`���T��hl S�E�IFl��4TI��V� TECHNICAL SPECIF�GATIONS Tab�e of Contents I.t � . � �'.� I� Section 01040 o2z2o o2az� �2254 02255 D2257 02262 02402 0243Q 02930 03100 03200 Q3300 07920 Descri�tion Proj ect Execution Trench Safety Excavation Compacted Eart� �'ill Earth Fill Classifications Offsite Soil Borrow Geotextile Care of Water During Constructian D:rainage �tructures �eeding Concrete Formwark Cancrete Reinfarcernent Cast-in-Place Concrete Cau�king and Sealants � , 1 U� 04Q PROJECT EX�CUTION 1.04 GENERAL �.01 WQRK INCLUDED Administer contract requirements to construct the projec�. Provide documentafion perthe requirements of this Section. Pravide information req�ested by ihe Engineer or Owner I ' ` concerning this pro�ect. 1.Q2 SUBMITTALS Submit documentation as required by this section or other specification sections. 1.03 COMMUNICATION DURING THE PROJECT A. The Owner's Representative is the first point of contact for. all parties on matters concerning this project and coordinates a!I eorrespandence. B. 7he Engineer normally comrnunicates only with fhe Cantractor. Communication wit� suppliers or subconfracto�s will only be with the direct in�olvement of the Contractor. G Submit communications on the forms referenced i� ihis ar other specification secfions, � �f ; ;• � i '1 '. 1 A4 PRO�ECT MEETfNGS A. At#end a pre-construct�on conf�rence and monthly praject cnordination meetings to discuss: 1. 2. 3. 4. 5. 6. 8. 9. Status ofi o�eralf project schedule. Cantractor's detailed schedule for the next month. A�ticipated delivery dates for equipment. Coordination witf� the Owner. Status of subrr�ittals. I�formation or clarification of the Contract Documents, Claims and proposed modifications to the contrac�. Field obser�ations, prablems, or conflicts. Maintenance of quality standards. 1.05 SUBMITTALS A. Submit documentafion as required by the Contract Documenis and as reasonably requested by ihe Owner and Engineer to: . 1. Record the products incarporated into the Aroject for the Owner. 2. Provide information for the administration of ihe Contracfi. 3. A[low the Engineer to advise iha Owner if products proposed for the prajec� by #1�e Contractor, conform, ir� general, with the design conce�ts of ihe Contract Docum�nts. B. Contractor's responsibilify for full compliance with the Contraci Documer�ts is not �elie�ed by the Engineer's review of submittals. Contract modificatians may oniy be appro�ed by Change Order or FieEd Order. C. Determine and verify: 1. Field measurements ' 2. Field construc#ian requirements , 3. �ocation of all existing structures, utilities and equipmen# related to th� submittals. 4. Submittals are adequately compEete for the9r intended p�rpose. � � Project Execu#ion 0104Q�1 �L�S0�489 5. CQnflicts b�tween the submittals reEated to the �arious subcantraetors and suppiiers have been resolved. 6. Quantities and dimensians shown on the submittals. D. Furnish the following submittals: 1. Schedules, data and other documentation as described in detail in this sectian or re��renced in the General Conditions. 2. Documentatian required for the administration of the Contraet. 3. 5hop drawjngs raquired for consideration of a c�ntract modification per Paragraph 1.07. A�. Submittals as required in the detailed s�ecifications. 5. Record Data is required for the following items: � Section Description I �3305 Concrete 1 � i . 6. Si�op Drawings are required far the following items: Section Qescription Q2430 Drainaq, � Structures 033d5 Cancrete _ j 1 - -1 1 7. Submittals not �eq�ired will be r�furned without benefit of Engineer's review. E. Fabrication or insta[iation of any producfs prior to the approval of shop drawings is done at the Contractor's rislc. Products not meeting the r�quirements of Contrac# Documents are defective and may be rejected at the owner's option. F. Paymsnt will not be made for produc#s for whicf� submiftals are required unfil the submittals have been rece�ved. F'ayment will nn# be made for prod�cts far which shop drawings or sam�les are required until these are apProved by the Engi�eer. G. Submit legib]e, accurate, complete documents presented in a clear, easily understood manner. Submittals nat meeting this criteria will be returned wiihout review. H. Demonstrate that the proposed products are in full and compl�te campliance with the design criteria and r�quirements of the Contract Documen#s including drawings and specifications as madified �y Addenda, Field Orders, and Change Orders. Furnish and insiaEl products t[�at fully comply wifh the informa#ion included in the submittal. J. Review and approve submittals prior to submitfing them to the Engineer for review. Su�mittals will not be accepted from subcontracto�s, s�ppliers, or anyane other than the Contractor. Project �xecution 01040-2 FPS02489 K. Deli�er submittals to the Engineer at the falEawing address: FR�ESE ANn NICHOLS, INC. Attn. Constructian S�rvic�s 40551nternationa� piaza Suite 2d0 Fort Worth, Texas, 76909-4895 L. Transmit all submittals, with the exception of shop drawings and samples with a properly comp[eted Submi##al Transmittal Form. Use a separate fprm for each submittal. M. Assign a number tfl the documents consis#ing af a prefix, a sequence number, and a letter suffix. 1. Use the following pre�xes: Prefix CMR CTR NBC PR RD RFI SD Description -- Contractor's Modification Request Certified 7est Report -- Nvtification By Contracfor Payment Request Record Data Request For Information 5hop Drawings Oriq_ inator Cantractor Contractar Contractor Caniracto� Gantraetor -- Contractor Contractar 2. Issue sequence numbers ir� chronological order for each type of submittal. Issue - numbers for resubmittals that have the same numb�r as the original submittal followed by an alphabetical suffix iRdicating the number of times the sarr�e submiftai has been ser�t to the �ngineer for processing. For examp[e: RD-025-A represents a recard drawing that is the fwenty-fifth submitta� of this type a�d is the second time fhis s�bmittal has been seni for re�iev�. Clearly note the submittal nurr�ber an each page or sheet of the submittal. N. The number of copies of each subrrtittal to be sent by the Contractor and the number of eopies of each su�mitta� to be returned are: �re�x CMR CTR NBC PR RD RFl SD Description Contractor's Moditication Request Certified Test Repart Natificafion By Contractar Payment Rec�uest Record Data Requ�st For I�farmat9on Shop Drawings No. of Copies Sent 4 3 3 5 3 � 3 4 No. af Copies Returnecf 1 a 1 1 D 1 1 O. Subrnit dflcuments with uniform markings and page sizes. 1. Paper size shall allow for ease of reproduction. a. Submit docume�ts on 8-1I2" X 11" paper where practical. b. Use 11" K 17" paper for larger drawings a�d schemafics. c. Use full size blueline shee#s for fabrications and layoui drawings. Reproducible drawings may be submitted in lieu of bluelines. 2. Mark s�bmi#tals fo: a. Inc�icate Contractar's corrections in green. b. Highlight items perti�e�t to the products being furnisl�ed in yellaw and delete items tha# are nat whan the Manufacturer's standard drawings or information sheets are pro�ided. Project Executinn � 01040-3 FPS02489 c. Cloud items and highlight in ye3low where selections by the �Rgineer or Owner are required. d, Mark dim�nsions with the prefix FD to indi�ate field �erified dimensions on the drawings. e. Provide a blank space S" x 3" �or Contractor's and Engir�eer's stamp. 3. Defin� a�bre�iatians and syr�bols used i� shop drawings. a, Use terms and symbols in shop drawings consistent wi#h the Contract I]rawi�gs. b. Prov9de a list of abbre�iations and theit,meaning as used in th� shop drawings. c. Provide a legend for symbols used on shop drawings. P. Mark submitta[s to reference the drawing number and/or section of the specifications, detail designation, schedule or location fhat corresponds with the data submitted. Other identification may also be required, such as layout drawings or schedules to allow the reviewer to defermine where a particular product is to be used. Q. Submit color charts and samples for every product requirir�g color, fexture or finish selection. R. Shop drawings are reviewed in the arder recei�ed. Mark submittals as "Priorlty" for review ahead of pre�ious�y submifteci docurne�ts. S. Requirements for Record �ata and Shnp Drawings 2. 3. Include a complete description af fhe material or equipment to be furnished. Information is to inelude: a. Typ�, dimensions, size, arrangement, model number, and operational parameters of the cornponents. b. Weights, gauges, materials of consfr�ction, e�cternal connections, anchors, and supports requir�d. c. All applicable standards such as ASTM or Federal specification numbers. d. Fabrication and instellatiorz drawings, sefting diagrams, manufacturing instruct9ans, templates, patterns, and coordination drawings. e. Corrtments will be made on items called ta the attention of the Enginesr far re�iew and comment. Any maTEcs made by the Engineer do not constit�te a blanKet re�iew ofi the submittaf or re[ieve the Contractor'from r�sponsibility for errors or deviatioRs from the Contract req�irements. f. Drawings with a significant or subsfantial number of markings by the Contractor may be marked "Appro�ed as Corrected" artd "Revise and Resubrriit". Tnese drawings are to be re�ised to provide a cEean record of the submittal. Subm€t record data #o provide information concerning the g�n�ral character, style, and manufac#urer of equipment to allow fhe Owner ta adequately identify the peoducts incorporated into the project and allow replacement or repair at some future date. Pro�ide record data for all products, Record data provide the same information required for shop drawings. Record data may be reviewed to see that the information provided i� adequaie for the purpose intended. lnadequate drawings may be returned as unacceptable. Record data is not re�iewed far compliance with the Cantract Docurr�ents. Comments may be refurned if da�iations from t�e Contract �oc�ments are noted during the cursory review performed to see that the information is adequate. Malce all corrections or changes in fhe submittals required by the �ngineer and r�submit ur�til apprn�ed. a. Re�ise initial dra�rvings or data and resubmit as specified far the original submittal. b. Highlight in yellow those revisians which ha�e been made in respanse to the first re�iew by the Engineer. . c. Highlight in blue any new revisio�s which haue� been made or addifional details of inforrnation tha# has been added since the pre�ious re�iew by the Engineer. 1.06 REQUESTS FOR DEVIA710N Prolec# Execution 0�040-4 FPSOa489 Submit requests for de�iation from ihe Contract Documents for any product that daes not fully comply with the specificafions, including su5stitution re�uests. Submit a Shop Drawing �eviation Request form afong with other product information requtred for analysis of the request by the �ngineer. I�entify the deviatior�s and the reason the change is requested. [7e�iations that result in a reduction in cost shall also include the amount of the reduction to the Owner. A Change Order or Field Order will be issued by the Engineer for deviatinns appro�ed by tf�e �wner. De�iations fram the Contract I]ocuments may only be appro�ed by Change Order or Fi�ld Order. 1.07 REQU�ST �OR IN�ORMATION A. 5ubmit Requesi for Information (RFI) ta the �ngineer to obtain additional information or clari#'ication of the Coniracf �ocuments. '[. Submit a separate RFI for each jtem. 2. Aftach adequate infarmation to permit a writte� response withouf further clarificatian. The �ngineer will retur� requests that cfo not have a�equate information for additional information. A response is rnade when adeq�ate informatian is provided. Contractor is responsible for all delays resulting from multiple submittals due to inadequate in�ormation. 3. Response is made on the RFI farm or in attached information. 1.a8 NOTiFICATION BY GONTRACTOR A. Notify fhe Engineer af: 1. Need for testing. 2. Entent to work outside regular working hours. 3. Request to shut down facilities or utilities. 4. Proposed utility conneciions. 5. Required observation by Engineer or inspection agencies prior to covering work. B. Provide notification in tim� for Owner� and Engineer to respond appropriately to the notification. C, Use "Natification By Con#ractor" form shown in Section fl1800, FORMS. 1.09 REQUESTS FOR MODIFICATIONS A. Submit a request to th� Engineer for appro�al of de�iaiions from the Car�tract �ocuments required as a result of �eid changes or proposed repairs for defeciive wflrk. Submit request two (2} wesks in ad�ance of pertorming the wark affected. Use the "Contractor's Modifieation Request" (GMR) form shown in Section 018qQ, FORMS. B. Assign a number to the CMR when issued. Include with ii�e CMR: � � 1. A compiste descripfion of the propos�d mo�ificaiion. �� � 2. The reason the modiiication is requested. 3. A detailad bfeak�owrt of the cost oi the change. The itemized preakdawn is to ir�clude: f I a. list of materiais and equipm�nt to be installed, �_ b. manhours �or fabor by classification, � c. equipment used 'rn consiruction, i� d, consumable �up�lies, fuels, and materials e, royalties and patent fees, ` f. bonds and insurance, g. overhead and profit, . h. field office costs, � , i. hame office cost, j. and other items of cost. Project Execu#ion 01040-5 �p50�489 ' 4. A re�ised schedcale indica#ing th� effect on #he critfcal path forthe project and a statement of the number �f days the prAject may be delayed by the madification. C. Owner initiates changes fhra�gh the Engineer. En�ineer prepares a description of the praposed modif�cations io fl�e Ca�tract Documents. Retum the PCM with a praposal to incorporate the requested change. Include a defai[ed breakdown oi easts of th� change and re�9sed schedule as required for a Contracfor's Modificafion Requesi. p. Engineer evaluates the request for a contract modification and issues appropriate documenfation if a contrac# modifica#9a� is required. 1.1D R�CORD DRAWINGS A. Mai�tain at the siie one (1) complet� record copy of: 1. Drawings 2. Specifications 3. Addenda 4. Contract modifications and clarificatians. 5. Approved shop drawings and record data fi. One (1) set of construction phatographs 7. Test records B. Marking Drawfngs 2 3 4. Recnrd informafion as consiruction is pertormed. Do not conceaf work until the required inforrnation is recorded. Mark drawings #o re�ord actual construction including the fallowing: a. Depths of varioUs elerrienis of the fo�ndation in relation to finished first floor datum or #h� top of walls. b. Horizontal and vertical loca#io�s of underground utilities and appurtenances constructed and existing utilities encountered during cQns#ruction. c, Location o� �nternal �tilities and appurtenances conceaE�d in the co�siruction. Make reference to permanent struct�re on the su�face. lnclude the fallowing equipment: �} Piping � 2} ❑ucfwork 3} �qui�ment and cantrol de�ices requiring periodie maintenance or repair 4} Va1�es, �nions, #raps, and tanks 5} Se�vices entrance 6) Fe�ders 7} Outfets d. Changes of dimension and detail. e. Changes made by Field Order and Change Order. f. Details not on the original Contract Drawings. Mark information in erasable pencil using the follawing colors: a. Red for new or revised indication, �. Purple.forwork deleied or nai instafied {fin�s to be remo�ed). c. HighligE�t in yeilowthe items co�strucfed perthe plans. Subr�it reco� docurr�ents tn Engineer for re�i�w thirty (3�) days priflr to final compleiian of the project. Payment Requests will nat be processed for payment if record dacuments are fiound to be incomplete or not in order. Final payment wiEl not be recommended until record documents ha�e been submitted to the Engineer. END O� SECTION Project Ex�cutian q��4Q_� FP502489 02220 TRENCH SAFETY � _ 1.00 GENEF2AL 1.01 WORK INCLUD�D A. This specification consists af the basic requirements which the Contraetor must comply with ir� orcfer to pro�ide for the safety and health of workers in a trench. 1'his specification is for the }�urpase of providing minimum pertorma�es specificaiions, and the Contractor shall de�elop, �esign, a�d implement the trench safety system. 7he Contractor shall bear the sole responsibility far the adequacy oF the trer�ch safety system an� pro�iding "a safe place to work" for the warKman. g. Sho�ld the trench safety protection system require wicfer trenches than sPecified efsewhere, the Contractor shall be responsible for the costs associated with determining adequacy of pipe b�dding and class, as wefl as, purchase and installa#ian of alternate materiafs. � 1.02 STANDARDS , I A. The folfowing star�dard shali be the minimum governi�g requirement nf this specification and ' is hereby made a paft of this specification as if wriffen in its entirety. 8. Occupational Safety and Health Standards - Excar�ations (29CFR Part 1926}, U,S. ' Department of.Labor, iatest editio�. � C. Camply with the applicable Federal, State, and local rules, regu{ations, and ardinances. rL �.00 PRODUCTS �NOT USED] 3.C10 EXECUTION [NOT USED] I} � ` Trer�ch Safety FPS02a89 END O� S�CTION 42220-1 0���3 EXCAVATION 1.00 G�N�RAL 1.01 WORK 1NCLUDED A. Furnish labar, materials, equipment, and incidentals necessary to pertorm aperations i� cortneciion with removing, hauling, and disposing af materials at #he lacatio�s indicated. �. Excavations placed in the compacted fills shail be co�ducted so as to segregate different materials in accordance with their suitability in ft�e �arious zor�es of the wark. The loca#ions of the excavations, exca�atioh limit li�es, borrow areas, ar�d waste disposal areas are generally as shown on the drawings. 1.D2 QUALITY ASSURANCE A. CLASSI�ICATION 1. G�NERAL - Classifications of excavatian shal{ includ� material of whatever nature encountered, including clays, sands, gra�els, conglorr�eritic bou[ders, weathered clay shalEs, shales, and rock. The Engineer shall, in accordance wiih the specifications, d�termine the classificatian of required exca�ations. Required exca�ation shal! be considered tc� fall within one (1) of the following ciassifcations: stripping exca�ation, general required excavaiion, or borrow exca�ation, 2. STRIPPING EXCAVATION - 5tripping excavation shalf�co�sist of excavation, down to a maximum dept� of 9", required ta remove all tapsoil, rubbish, �egetation not remo�ed by cfearing and grubbing operations, and ather unsatisfactory material from the borrow areas, the foun�ation areas of the �mbankment, structures, and the areas of required excavation ihat is to be used for fill. Strip�ing operations shall 6� Gmited to the area within the lines indicated for required exca�ation and the foundation areas of the embankmenfs or structures, In certain areas, the Engineer may require exca�ation to a greater depth than 9". Compensation far stripping exca�ation greater than 9" shall �be mac�e as general required excava#ion. Con#inuous drainage of stripped areas shall b� maintained to pre�ent ponding of water or formation of swampy areas. 5iripping.shall be complsted at leasi 100 feet in advance of foundation preparation. 3. GENERA�. REQUIRED EXCAVA7iON - General required excavation sha[I consist af #he material required to be exca�aied for th� p�rmanent work which is not classified or subsidiary ta aRother class of excavation or ofher work. General required excavatian shall include materia{ of whate�er nature encountered inciudir�g Gays, sands, gravels, caliche, conglomeritic bau[ders, and�weathered clay shales and shales, and rock, if encountered in required excavations. 4. BORROW E?CCAVATION - Borraw excavatiort shal! consist� of the material ta be exca�ated from appropriate borrow areas. Borrow areas downstream of the dam or outside of the reservoir area may be used only wiin appro�al of the Owner and Engineer. B. DEFINITIONS For the purpose of these classi�cations, the fallawing definitions shal� apply: 1. HEAVY RIPPING EQUIPMENT: A rear-mounted, heavy duty, single-toQth, ripping attachment mnur�ted on a track-type tractor having a pawer rating af at least 300 net horsepower (at the flywhee[). 2. WH��L TRACTOR-SCRAPER: A self-loading (not ele�ating} and unlaading scraper ha�ing a sir�ck bowl capaci#y of more than 12 cubic yards. 3. PUSHER TRACTOR: A track type tractor having a�ower rating of at leasi 3�0 net harsepflwer {at the flywheel) equipped with appropriate atfachments. Excavatian Q2223-9 F�S02489 2.(iCl PR�DUG75 [M�T UB�.D] 3.Od EX�CUTION 3.Q1 PREPARATkQN PerForm exca�ation af materials by tha use of any excavaiing and hauling equipment adaptable to the wark and by any metho� general[y accepted for this type of work. 3.02 REMOVAL A. GENERAL 9. Excavate to the lines and grades Pndicated or as direeted by the Engineer, Any and a[I excess excavation far the canvenience af the Contractor or o�er-exca�ation perfarmed by the Contractar for any purpose ar reason, except when ordered by the Engineer, and whether or not due fi.o the fault of the Contractor, will b� at the expense of the Contractvr. Where required to complete the work, refil[ the excess excavation anci o�er excava�ian with materiaEs furnished, placed, and compacted ai the Contracior's expense, using procedures and materials specified herein. 2, PerForm excavation for embankment and structural faundations in the dry. No exca�ation shall be made in frozen material without tne appro�al af the E�gineer. No additional allowance abave the unit prices bid per cubic yard for the respec#ive classification of excavatian shall be marle nn account of any mat�rial being wet or frozen or on acco�nt of any surFace or grounrl water condition. 3. Exca�ations shall be to the full dimensions indicated, or as directed �y the Engineer. Finis� exca�ations to the prescribed lines and grades. Indi�idual si�arp points of undisturb�d material may e�ctend within the prescribed lin�s nnt more tha� 6" except in areas that are exca�ated as fourtdations far concrete structures, 4. Following completion af the exca�ation and priar to placement of embar�kmeni or struct��al material upon the prepared fo�ndatian surtsce, the �ngineer shalf approve the f�undation surface. Proof rofling may be required before appro�al. The foundation materiaf shall meei the moisture and density reqcairements of the fill material to be placed upon it. If the foundation material which, in the opinion of #he Engine�r, is unsuitable for use as ihe Foundatior�, perform additiona� exca�ation and backfill as d�rected. Such addiiional excavation and backfiH shali be paid for in accordance with the apprapriate bid items or agreed upon prices. Following approval of the foundation s�rFace, assume full responsibility for maintaining the fou�dation surface and remove ar re-compact the weathered or unsatisfactory founda#ion material and replace with compacted fiill or Eean cnncre#e, at the Contractor's expense. Following approval of the four�dation, diligently prosecute the working af placing the appropriate embankment or structural material on th� pcepared foundatiort. Da not excavate or maintain the sid� slopes any steeper than 3 horizonaE to 1 ��rtica! unless otherwise indicated on the p[a�s. 5. The Contractor is responsible far excavation safety in accordance with Section 02220, TRENCH SAFETY. Flatten the slopes as necessary for excavatian safefy. This additionai excavation and a�y extra backfill needed due to ti�e flatter slo�es shall conform to fhis 5ection and Section 02252, COMPAC7ED FiLL. 6. Maintenance of side slopes is the Contractor's responsibillty. B. BORROW �XCAVATION 1, Borrow excavation shall be required and permi#ted anly to the extent necessary to secure suf�cient suifable material to compleie cpnstruction of the compacted fills. ❑o nof use materials determined by #he Engineer to be uns�aitable for placement in the work. U�on campletion of the borrow exca�ation, leave the borrow areas in a neat and sightly cortdition and grade so that water drains into the rese�voir or if downstream from the dam, drair�s to th� riwer. Side slopes shall not be steeper than 3 horizontal to 1 vertical if Exca�ation 02223-2 FPS02489 within the reservoir area, a�d 5 horizontal to 1 �ertical if not wi#hin the reservoir area. Borrow excavation unless specifically appra�ed sha[I be from the reservoir area and . befaw normal water le�el, 2. Any nec�ssary State, Federal, or local permifs or clearances for excavations autside the dam and reservoir area shall be at the Contractor's expense regardless of whether suc� permits and clearances are obtained by the Contractor or the Owner. 3.03 BL4STING 8lasting shali nat be permitted. 3.04 DISPOSAL It is the inte�f of these specifications t�at, if possible, the required excavatio� be incarporated into an appropriate zone of the embankment. When necessary, dry or wet the exca�ation suitab[e for use in the embankment to fhe proper moisture content prior to placing on #he fill or wasie excavation at tE�e Contractor's discr�tion. 11�hen necessary, stockpi[e exca�ated materials suitable for use af convenienf locations in an approv�d manner. Waste materials determined to be u�usable �y the Engineer in the waste disposa! areas indicated, at no additional cost to the Owner. Place stripping exca�ation in the indicated waste disposal areas. 3.E35 WASTE DISPOSAL AREAS Place materials designated as was#e in the lake area in the appropriate waste disposal areas. Waste disposal areas are subject to #he apPro�al of the Engine�r and Owner. Lea�e waste disposal areas in a neat and sightly condition and slope areas to �ro�ide positi�e drainage away from the dam embankment and presenf and praposed future construction work. Compaction of materials in the waste areas shall not be required. Siopes shal! not be steeper tha� 3 horizontal to 1 �ertical. �ND OF S�CTEON Excavation d2223-3 FPS02489 �254 CDMPACTED EARTH F�LL 1.00 GEIVERA�. � .01 WORK INCLUDED A. Fu�nish labor, materials, equipmeni and incidentals, and pertorm the necessary operafioRs in connecfion with preparing the subgrades for the embankments and placing and c�rnpacfing � the permanent earth fill and bacicfill noi otf�erwise specified. Sea specification Section 02257, OFFSITE SOI� BORROW. B. Backfill for pi�elines is nai a part of this specificatinn section. 1.02 QUALI7Y ASSURANC� A. �EFINITIONS The term "embankment° as �sed in these spacifications is defi�ed as the earth fill portions of the levee strucf�res, construction pads, channel fill, topsoil and any other earth fill as specified or shown on th� drawings. B. CLAS5IF�CATION Classificafions shall be in accordance with Section 02255, �ARTH FILL CLASSIFECATIONS. C. GENERAL PROVISIONS 1. L.INES AND GRAC?ES The embankments shall be constructed to tite lines, grades, and cross sections indicated on the drawings. The embankments a�d filEs shall be final graded to a tolerance of + or - � 0.1 feet, except earth fill und�rneath road�vays shall be graded to a talerance of + or - d 0.04 feet. There will be no payment for shrinlcage or consolidation that occurs during construction. The end slopes and side slopes of fill sections shall not be steeper than those shown on the plans. , � 2. CONDUCT.OF THE WDRK a. Maintain and �rotect the embankments in a sa#isfactory cond9tion at all times until f9nal completion and acceptance of the work, If the hauling equipm�nt causes � � horizontal shears or slickensides, rutt�ng, quaking, F�ea�ing, cracking, ar excessive � defarmation of the errtbankments, limit the #ype, loari, travel sp��d, andlor ha�al paiiern of the hauiir�g equiprnent on the embankments. Exc2vate and remove from " the embankEnsnts any rr�aterial which the Engineer consid�rs objectionable and � � disposa af sueh material and refill the excavated area. Remave any embankment material placed outside of prescribed lines shown on the drawings. Replacement of any material rendered unsuitable as a result of the operat9an wiil be at the ' Contractor's own expense. �- b. Do nat place earth fill �pon frozen subgrade or upon frozen previously placed fill. 3. NAUL ROADS � Locate and consiruct haul roads a# approved �acations. Construct roads to mainfain the . intended traffic and be free draining. Maintain roads in good aandition throughaut the contract period. When no longer needed, remov� haul roads and topsoil and seed the area as requested hy the Owner. 4. STOCKPfL1NG FROM APPROV�D BORROW SOURCES �- Stockpife #he excavated material, adjacent ta the work until used, at locations approrred by the Owner when the excavation fram appro�ed borrow sources or from required excavation progresses at a faster rate than placement of the fill is being accom�lished. Compacted Earth �ill 02254-1 FPS0�489 Plan operations to minimize stockpiling. Dress and maintain stock�iles so fhat the surfaces will be free draining. Suitable erosion contral methods are to be incorparated adjacent to stockpile areas in accordance with Section 02663, Erosion Contral, 5. QUALITY C�NTROL TESTING T�e Owner will provide for quality confrol tas�s art the materials 9ncorparated in fhe work, includi�g classification testing of borrow materials from o�-sife sources. Copies of the results of fhe tests perFormed will I�e furnished ta the Contractor �pon request. 7he testing pertormed by the Owner in no way relieves the Contractar of the responsibility of compleiing the work in accor�ance. with ti�e specifcations. The Contracior shall assisf the testing perso�nel in taking tests to the �xtent of furnishing fabor and equipment to prepare the areas for testing and curtailing opera#ions in the �iciniiy of the tesi area during testing. � a. The Contractor has the right to conduct such tests as deeme� necessary to assure compliance with the contract specifications. Conflicting results beiween the �w�er's tests and those made by the Contractor will be resol�ed by the Engineer, and his decision shail be finaf. b. The Corttracfor sha�l ha�e the sole responsibilify for seeing that the apprapriate class of ear�h fill is placed 9n each zone. To fhis end, the Contractorwifl be responsible for deterrr3ir�ing any changes in materials frnm borrow sources, excavations, and stocicpiles; and see that appropriate classification tests are requested in a timely manner. Any earth fill which does not meet tha classification requirements for the zone in which it is placed, sha[I be remo�ed and properly replaced with canforming material }�y the Contractor at no additionai cost to the Owner. 6. SLEDES In the eve�t of slides in any part of the embankments prior to final acceptance of the work, remove material from the slide aTea ar�d rebuild the portion of ihe embankment as requested by the Engineer, at no additipna! cost to the Owner. 9.03 57ANDARDS The following publications, ref�rred fo her�after by basic designation only, form a part of this specificatiqn to the extent indicated by the references thereto: ASTM D-898 AS7M D-1556 ASTM D-2922 ASTM D-3017 Moisture-�ensity Relatio�ship of Soils and Soil Aggrega#e Mixiures, EJsing 5.5-Ib. Ramrrterand 12 Inci� Deop Density of Soil in Place by fhe Sand Cone Method qensity of Soil and 5ail Aggrega#e In-Place by Nuclear Methods Moisture Cantent of Soil and Soil-Aggrega#e In-Place by Nuclear Methods ASTM D-4253 Test Methods for Maximum Index Density of Sails Using a Vibratary Tabl� ASTM D-4254 Test M�thods for Minimum Ind�x pensity of SoiEs and Calc�lation nf Re[afi�e Density A. Any other testing required by these specifications and not speciflcally referenced to a standard shall be perFarmed under ASTM or ofher appropriate standards as designafed by the Engineer. $. References hereEn or an the drawings to soil cEassifica#ions shall be �anderstood ta be accarding to ASTM D-248T, "Classification of Soils for �,ngineering Purposes" unless indicated otherwis�. Compacted EartF� Fill 02�54-2 FPS02489 ' �.00 �Ro�uc-rs 2,09 MA7ERIALS; �AR7H FILL ZONE� A. GENERAI.: Materials for embankmeni fills shalf be secured from required exca�ations, from the borrow areas indicated on the drawings, or from offsite borrow areas approved by the Engineer, The inte�fio� is #o use the mast suitable matecials obtainable from these snurces. Maierials containing brush, roots, sod, or other perishab�e materials will not be canside�ed suitable. The suiiability of the rnat�rials shall be subJect fo appro�al of the Engineer. Mixing of materials during the excavating process at the borrow area may be required for Class 3 earth fill. B. �MBANKMENTS AND BACKFILL: Consist of earih fill of the class snown an the drawings or specified herein for the various zones of flll. C. STRUCTURAL, BACKFILL: Consist of earth fill of the classes shown on the drawings, unless otherwise sPecified. D. ADDITIONAL STRUCTURAL BACK�ILL - SOIL: Consist af Class 4 earth fill unless shQwn otnerwise on t�e drawings. E. ADD�TIONAL STRUCTEJRAL BAGKFILL - LEAN CONCRETE: Class E concrete as specifed in specification Section 03300, CAST-IN-PLACE CONCRETE_ F. UNDERCUTTING BACKFILL: Consist of the class of earth fill as requested by tne Engineer and depending upon the Fill zone or strucfure to be placed on the subgrade. 2.02 COMPAC710N EQUIPMENT Compaction equiprrient shalk conform to tf�e following requiremants and shaEl be utilized as hereinafter specified. A. 7AMPING ROLL�RS (SHEEPSFOOI� 1. Tamping rollers shall consist af a heavy duty double drum unit with a drum diameter not � less than 60" and an indiv9dual drum length of not less than 60". The drums shall 6e � water or sand and water bailasted. Each drum shall have staggered feet uniformiy spaced o�er the cylindricaf surFace such as fo provide appraximately three (3) tamping � � feet for each 2 square feet of drum surfaee. 7he tamping feet shall be T` to 9" in clear � projection from the cylindrical surtace of fhe roller and shalf ha�e a fiace area o# not less � tY�an 7 nor rrzore t�an 10 square inct�es. Seif propelled rol�ers with tampir[g feet surface , areas grea#erthan 10 but less than 3a square inches can be utilized provided the feei ' have tapered heads fhat add to the compactive effort. The roller shali be equipped with � cleaning fingers, designed and attached to pre�ent t�te accumulation of material between t�e iamping fe�t, and these cleaning fingers shaEl b� maintained at their full length � tnroughout the periads af use of the roller. The weight of the roller shall not be Eess than 350D pounds per foot of linear drum leng#h w�igh#ed and shalf nat be less fhan 150D ` pounds per foat of drum length empty. The #wo (2) drums comprising one roller unif shall be cfesigned such that they will bath function when traversing uneven grou�d. The `; roller shall be self-propefled or tractor drawn at a speed tMat will give optimum � campactive effort. � 2. The design, operation, and use of the tamping roller shalf be approved by the Eng�neer , based on the results of the constructian of a test sectio�. The test section shal[ be � constructed using the propased roller and the materials from designated andlor planned ` borrow areas. The roller shap pravide uniform compactian throughaut ths lift and shall insure bonding by its kneading actian. The ro9ler shall not cause scaring of #ha fill or Campacted �arth Fil1 022�4-3 V�P502489 [aminations in the fill. 7he roller shaE1 nat walk acrass a lift until uniform compaction is obtained. Additional testing wifl be req�ired if the materials change during construction. When necessary repairs shall be made io the tamping feet, rriinor alt�rations shall be - made to tf�e roller, and variatians in the weig�t of roller shall be made, B. PNEUMATIC ROLLERS Pneumatic rallers shall have a minimum of four (4} wheels equipped wi#h pneumatic tires, The tires shall be of such size and ply as can be maintained at tire press�res between 80 and 1 QO Pounds per square inch for a 25,000 pound wheel Iaad during rolling operations. The roller w�eels shall be located abreast and be designed sa that each wheel will carry approximately equal load in tra�ersing uneven ground. The spacing of the wheels shall be suc� that the distance beiween the nearest edges of adjacent tires will not be greater than 50% of the tire width of a single tire at the operating pressure of a 25,OQ0 pound wheel load. The raller shall �e pro�ided with a body suitable for balEast laading such that the load per wheel may be �aried, from 18,000 ta 25,000 pounds. 7�e ro]ler shall be towed ai speeds not tn exceed ten miles per hoUr. The character and efficiency of this equipment shaEl� be subject ta the aPpro�al of the Engineer. C. VIBf2A70RY RDLl.ERS Vibratory rollers shall have a toial static weight of not less than 20,O�a pounds, with at Isast 90°�0 of the weight transmittad to the graund through a single smaoth dr�am when the roller is sianding in a le�el position. �'he diameter of the drum shall be befween 5 and 5.5 feet and the width between 8 and 9 fest. The unsprung weight of drurn, shaft, and internal mechanism shall be not less fhan 12,OOa pounds. The frequency of �ibration during o�eration sha[I b� between 1,1Q� and 1,500 c.p.m., and the dynamic force shal� be not iess than 40,004 pounds at �,40p c.p.m. No backing of th� vibratory roller will be allowed on fhe embankment unless fhe vibrating mechanism is capable of being re�ersed. The Equipment Manufacturer shall furnish sufficient data, drawings and computations for verifieafinn of the abo�e specifications, and the character and effici�ncy af this equipment shal� be subject to the appro�al of #he Engineer. Self-propelled and towed vibratory rollers shall �� operated at speeds not exceeding 3 miles per hour and 1.5 miles per haur, respecti�ely. D. POWER HAND TAMP�R5 AND VIBRAT�RY PI.ATE HAND COMPACT�RS Compaction af material in areas where it is impracticabl� to use a roller or tractor shall be performed with appro�ed power hand tampers, vibratory plate �and compactors, or other appro�ed equipment. Approval shall be based upon performance in a fesf sectian. 3.0� E�(ECUTION 3.p1 PREPARATION OF SU�GRADE A. STABL� SLlBGRADES After exca�ation or stripping of the subgrades antt exca�atior� of the undesirable materiaf to the extent indicated on the drawings or otherwise required, break down #he s9des of stump hales, test pits, and other simi�ar cavities or depressions to flatten out ihe slopes to no steeperthan five (5) horizontal to one (1) vertical. Scarify the sides nf the cut or hole to provide bond between the subgrade material and the iill. 5carify the slopes and �ottam o� a[l excavations, Fill each depression with the appro}�riate class of earth fill maferial, depending upo� tha type of material which is to be placed immediately above the subgrade. Place the fiil in layers, moistened, and compacted in accorclance with the app[icable pro�isions, Spread materials which cannnt be compacted by roller equipment because of inadequate �learances in 4" layers and compact with power tampers ta a density and moisture content specified h�rein far the particular material being placed. After filling of depressions and trenches and immediately prior to placement of campacted fill in any section of the embankment, loosen the subgrade af such section thoroughly by scarifying, Compacted Earth Fiaf 0�2�4-4 FPS02489 plowir�g, discing, or haflowing to a minimum depth af 6". 7he moisture content shall be +r+�thin the limits specified in Paragrap� 3A3 of this specification for i�e appropriate type af materiaf. After rema�al of raots or other dehris turned up in the process of loosing, compact � the entire surface of the embankment subgrade area as specified in Paragraph 3.fl4 of fhis , specification. B. UNSTABLE SUBGRADES 1. In areas of the subgrade which, in the opinion of the EngEneer, are too sofit, wet, nr otherwise unstable to allow embankment canstruction to begin, the Engineer may request soft ground stabilization techniques. Soff ground sfabilizafian techniques shal� consist of plating. 2. Plating shall co�sisf of covering the unstable areas with an approximate 12" lift of dry cohesi�e soil rneeting the earth fil� classificafion requirements for the particular zone. Spread and initially compact th� lift with low ground pressure equipment such as D-3 Caterpillar bulldozer or equi�alent. The lift s{�all receive a minimum oi three {3) coverages of the bulldozertracks priorto beginning campactio� with the equipment specified in Paragraph 2.05 of this specif�catian. The lift shall recei�e the s}aecified number of �asses a� the specified compaction equipment for the particular class of earth fill. In areas which will not support the specified number of passes of the compaction equipment wifhout severe rutfing or pumping, �lace an additional 8" lift of dry cohesi�e soil orrer the previous lift and apply fhe speci�ed number of passes of ihe specifled compaction equiprnent. T�is prncess shall continue until aIl areas will support the compacfion �quipment for the specifiad number of passes witho�t 5ignificant rutting or pumping. 3. Each lif# of plating wiil be tested for moisture and densiiy by the Owner's independent testing persannel. These tests on the plating will be for informational purposes. No specific moisture or compaction criteria will be required in areas af plating which wi11 not suppo�t the specified number of passes of the corr�paciion eguipment without significant rutting or pumping; however, when request�d by the Engineer, the Coniractor shall - adjust tha rnoisture content of the earth fl1 material being used for plating prior io spreading on the plating areas. This adjustment shall� be within a range �s designated by the Engineer. The minimum and maximum percent�ges of moisture content of the ra�ge designated by the Enginesr shall be separated by na less than five (5} percentage points. Onee the lifts of plating are buiit up in an area io the point that the plafing will su�port the specified number of passes of the specified compaction �quipment, ihese areas will then be cortsidered as stable subgrade areas. Ernbankmen# cnnstructia� shall then proceed and all additinnal lifts of earth fiill shall meet the req�irements for p[acir�g, maisture, and density as speci�ed in this specification for the particular class of earth fill. 4. Soft ground stabilization tech�iques in relation to embankment construction wilf not be under�aken by the Contractor witF�out priar appro�al Qf the �ngineer. Whe� soft ground stabilization fechniques are approved or requested by the �r�gineer, each lift of plating will require specific approval by the Engineer prior�tn the Caniractor proceeding #o the next lift or �ayer. Any soft ground stabilization iechniques pertormed by the Confractor without prior specific appro�al of t�e Engineer shaA be subjeci to removal and proper replacement by the Contracior at no cost to the Owner. 3.02 PLACING OF MAT�RIAL A. CIASS 1 THROUGH CLASS 5 EARTH FI�L Place ernbankment materiaEs on properly prepared subgracfe as specified above. The carr�binecf excavatian, placing, and spreading operation shail be done in such manner ta obtain blending of rrjaterial and to ir�sure that the materials, when cpmpacted in the embankment, wii[ have the be5t practicable degres of compacfion, impermeabilify, an� stabi[ity. The placing of materials from ihe borrow sources shall be in tf�e zones as shown on the drawings or specified. Spread the earth materials fhat can be compacted Compacfied �artft 4�ill pZz5q,,.� FPSOa489 with the specified tarttping and pneumatic rollers wi#h ap�ro�ed equipme�t in approximate horizontal layers nat mnre than 8" thic�C far Glass � and 2 earth fill and not more fhan 12" thick for Class 3 througl� 5 earth fill, before compacting o�er the length and breadth of the sectinn af emban€crrient under construciion. Lift thickness wi�l be reduced if required to consistently acf�isve the specified density. In areas where the specified tamping and pneumatic rollers cannot be utilizecE, spread the earth materials in approximately hoTizontal layers not mare fhar� 4" thick before compacting. If #he surtace of the embankment is too smooth and hard to bond properly ►r�ith succeeding layer, roughen and laasen the surface hy scarifying before the succeeding layer is placed. Where fill is to be placed ne�ct to existing fili, remnve �ill to unweathered, dense material, sloped to no steeper than 1 H: 1 V if exis�ing fill face is parallel ta the cent�rline of the embankment and 5H: 1 V if the face is perpendicuEar to the centerline o� th� embankment. Bench and scarify each layer as adjaining li�ts are p[ace�. Route material hauling equipment over the surface of the embankment ta distribute th.e added compaction afforded by the rolfing equipment and ta prevent the for�nation of ruts an the embankment surFace. 2. As soon as practicable after commencemenf of constr4ction af any seetion af the embankment, raise or crown fhe appropriafe portions with grades not to exceed 2% sd ihat the surtace of fhe fill will drain freely and can be maintai�ed #hroughout constructian. D�ring the dumping and spreading process, maintain at all tirr�es a farce of inen adequafe to remove all raots and debris and all ston�s greater than 1 1/2" in maximum dimension from a�l emE�ankment materials. R�move roots, stones and debris frnm the embankment and dispose of material in an appro�ed manner. B. STRUCTLIRAL BACKFILL Place structural backfill as shown on the drawings or as required far the �arious sfruciures and in accordance wit[� the provisio�s of Paragrap� A above. C. CLASS 12 EARTH �ILL 1. Prior to and immediately preceding s�reading ot Class 12 �arth Fill, lightly scarify the surtace af the area to recei�e Class 12 Earkh Fill and lightly wet the surtace if ur�usual[y dry, as dete.rmined by the Engineer_ 2. Uniformly spread Class 12 earth fill n�er the areas and to the thicicness shown an the drawings or specified. Class 12 earth fill ft�ickness shalE be 4" if not shown or specified otherwise. 3. R�mo�e stones 1-112" or larger in maximurn dimension, stumps, large roots, or other objec#io�able debris from the Class 12 earih fill at the tir�e of spreading, and dispose nf material in an approved manner. 3.03 MOISiUR� CONTROL - CLASS 1 THROLIGH CLASS 5 EAR7H FILL A. GEN�RAL 7he materials in eaeh iaye� of the fill shall uniformly contain the amount oi moisture within the limits specified below necessary to obtain the rnaximum dry density for the saii. Compact Class 1 and Class 2 earth fiill with a moisture content at or within fi�e (5} �ercentag� paints wet of opt9mum maisture cantent. Corr�pact Class 3, Class 4, and Class 5 earth fill with a moisture content wifhin fwo (2) perceRtage poinfs dry ta fi�e {5) percentage points wet of optimum moisture conteni, The rr�oisture content ranges specified above for the various classes of ear�h fill represen# maxirr�um upper and lower limits of the parficular range. Determination of the maximum dry density-optimum moisture is specified in 3.D4 ot this speeification. Completely cohesionless materials which are to be compacted to a specified percentage of maximum density and shall be at a maisture content whPch will allow use af the speci#ied compaction equipment and consistent achie�ement of the specified density, B. IRRIGATION OF B�RROW Compacted Earth F'iIl 02254-6 �PSp24$9 Irrigation of borrow s�all be done with distributing or s�rinkling equipment #hat will uniformly produce the required results. Wet the material at the source of barrow to within three (3) percentage points of optimum moisture cor�tent. Wet the material in the borrow pits by irrigation sprinkfer sysiem, by flooding, or by another appraved method. Allow an adequate amount of time to wet the �orrow source in advance af excavaiion operations to perrnit thorough and uniform distribution and penetration of moisture throughout the material. Divide the borrow area into not less than three (3) and preferably four (4) s�ctiqns to be worked in rotational order, for example, whiia a�e (1) section is being worfced, the pre�iousiy worked section wiEl be in the p�ocess of weiting, and the preferably two (2) sections wil! be in the process of curing to o�tain unifarm disiribution and penetrai9on of maisture. C. DRYING OF BORROW Drying of borrow prior ta placing rrzay be required if #�e placed material is wet enough to ad�ersely affect tE�e rr�oisture andlor density of the underlying 1ifts. D. MOiSTURE CONTROL DURING PLACEMENI' After spreading the soil on the embankment, adjust the moisture content of the soil if necessary by either aeration or the addition af water to bring the moisture cantent wifhin the range specified. Uniforrrily distribufe the moisture cnntent throughout the layer of soil to be corr�pacted. In order to accomplis� this distribution, thoroughly rnix the layer of so[I by discing�, harrowing, or by the usE of a power-driven pulverizer. Should the� surface af a pre�iously compacied Eayer become dry due to exposure to the elerrzents, appropr�ately +n�et the surface of the compacted lay�r prior to placing ihe succeeding layer of soil, and properly disEc or harrow the surface. Sho�id a layer of soif be over wet, allow the layer ta dry to a proper rr�oisture content prinr tn compacti�g. 5hould the surface of a layer become smoath and hard, roughen the surface by scarifying, and wet the surtace if necessary prior to placing the next layer of soil. Re�rocess any layer which becomes damaged by weather conditions ta meet the sp�cification requirements. There shall be no additional payment made for such reprocessing. The prescribed maisture and c�ensity characterisiics of ti�e compacted fill shall be met immediately prior ta placement of any iill on top of if. 3.fl4 . PROCES5ING AND COMPACTiON A. CLASS 1 THROUGH CLA55 5 EARTH Fll.l. . 1: After a layer af fill maierial has been dumped and spread, thoroughly process the , ma#erial ta break up and blend the fill materials. Pertorm harrowing with a hea�y disc plow or ather appro�ed har�ow to the full depth af the layer. If the power-driven � pul�erizer is used, a minimum of three (3) passes shall be required. If a heavy disc plow or other similar �arrow is used, a minimum of fi�e (5) passes shall be required. Where ' space permits, each pass shall be in a direction perpendicular to the pre�ious pass. , Regardless of the type of equipment used, a greafer number af passes than specified abo�e shall be achieved if tlecessary to accomplish ihe breaking up and blending ot the ; materials. When the moisture content and the candition of the layer is saiisfactory, compact the Iiff of material by at l�ast the specified number of passes to ihe percent o� : - maxim�m densiiy specified below. , 2. Compaci the Class 1 ar�d Class 2 earth fill zones by a minimum of eight (8) passes with ` a tamping roller. Compact the Class 3, Class 4, and Class 5 earth fill zo�es by a minimum of eight (8) passes with a tamping roller or by a minimum of four {4} passes ' with a famping rolfer, followed by a minimum of four (4) passes with a pn�umatic roller. : A �ibratory roller shall be required if the material is sa�dy and if requested by t�e Engineer. A pass shal� consist of one (1} trip aver the area being compacted. The front � and rear axle rollers on self propelled modeis wi�l only be considered as one {i) pass per � trip. The initial and final area fo be rolled shall each ha�e eight (8) p�sses. Stagger ` passes between the initial and fina! area in orderto establish overlapping wiih at least eigh# (8} passes at all locations. Appro�e the exact method based upon the test section. Campacted Earth �i11 p�g��_� FP50�489 Dumping, spreading, sprinkling and eampacting may be performeci at the sam� time at different points along a sectian where there is sufficient area to permit thes� operations including approximatE testing to proceed simultaneously. 3. Areas of the fill b�ing campacted with power hand tampers ar vibratory plate ha�d compactors shsll receiWe a minimum of eight (8) passes of the equipment with an overfap of 50% of the equipment base plate width. 4. The in-place density of Class T thro�agh Class 5 earth tilf sf�all not be less than 95% of maximum dry density as determined by ASTM D-698, Standard Prockor, except compact the top 12" of fili underneath roadways and parking areas to nof less than 100% of maximum dry density as deterrriined by A5i'M D-698, Standard Proctor, In areas af cut underneath roadweys and parking areas scarify and recompact the toA 8" of the sutigrade within the specified moisture cantent, ta not less fhan 1 Q�°!a af maximum dry density as determined by AS'iM D-698, Standard Proctor. 5. Conensionless materials on which are not practica! to controi the density by practor metnods shall be com�acfed to a minimum of 95% af the maximum density as determined �y ASTM D-4253. 6. Determine th� moisture ar�d density of in-p�ace materials by one (1) or more of the following ASTM procedures: D-1556, D-3�97, ar D-2922. 7. If necessary to achie�e the specified densify, fhe number of passes afi the compaction equipment shall be increased and/or the weight of the compactian equiprnent shafl be modified. 8, f2egardiess of the d�nsity achie�ed, the number of passes of tl�e compaction equipment shal! noi be less than eight (8). B. STRUCTURAL BACKFILL 1. P[ace structural backfill as specified in Paragraph 3.02 at the moisture content specified in ParagraPh 3.03 and io #he density speci�ied in Paragraph A above. Compactian sE�ail be by power hand equipment or rubber tired equipment, provided •the rubber fired equipment does no damage.. Compaction by power hand equipment or rubber tired equipment shatl be completed such that there will be a 24" overlap by roller compaetion. 2. Do not permit ra�lers tn operate within 3 feet of structures. Do not place backfill or other � loads on or against concrete surfaces until at least fnurteen (14} days ha�e elapsed since placement. Before passage ofi haufing and rol[ing equipment over the fop of a concrete structure wi[! be permifted, the depth of fill over the concrete shall be suffici�nt #o permit such passage without inducing harmfiul stresses or �ibra#ions in the structur�s. Keep backfill on structures receiving fill on both sides within 2 fe�t of the op.posite side, C. CLASS 12 EARTH FILL Class 12 earth fill does not require specific compac#iort but roll wifh suitable consttuctiort equipment as req�ired far initial stability. Finish grade Class 12 earth fill to a to[erance af �- or - 0.1 feet. Repair any �rosion of Class 12 earth fill at fhe Contractor's expense unfil final accep#ance f�y the Owner. END OF SECTI�N Compacted Ear�h Fill 02254-5 FPSQ2�89 U���� EARTH F[LL CLASSIFICATIONS 1.06 GENERAL 1.01 WORK lNCLIi�ED This section of the specifications describes the �arious classes of Earth Fill. All of the classes of Earth Fill contained in this specificatian may not ba used on this project. The classes af Earth Fill used an this project are shown ofl the drawings or specified in other sections of the specificatior�s. This speci�cation saction does not include specifications far placement and comPaction af Earfh Fill. Speciiications for placernent and compaction af Earth Fill are included in other sections of the specificatio�s andlor shown on the drawings. 1.02 STANQARDS Soil materials shal[ be classiFed into the apprapriate class of Earth Fill st�own befow according to ASTM D2487 "Standard Classification of Soils for EngineEring Pur�oses (Unified Soil Cfassificatian System)" or other appropriate me#nods as designated by the �ngineer. �.QO PRODUCTS 2.41 MATERIALS; CLASSIFICATIONS A. CLASS � EARTM FILL: Limited to cfays and sandy clays classified as CH material with a liquid limit greater than or �qual tn 5D, a�lasticity index greater than or eq�al to 25, and a minim�m of 60% passing the Na. 2Q4 sieve, which are free of organic materiafs. B. CLASS 2 EARTH FIL.L: Limited to olays and sandy clays classified as CH and CL ma#erials with a coeffcient of p�rmeabiiity less than ar equal to 1.0 x 1 D-7 cmisec, a liquid fimit greater than or equal io 30, a plasiicity index greater than or equal to 15, and more tnan 50% passing �he No. 20Q sieve, which are free of organic materials. C. C�ASS 3 EARTH FILL: Consist of any materials classified as CH, CL, SM, SP, SP-SM, SC, and GC, wf�ich have a rninirnum plasticity index of 4, wnich are free of organic maferials. D. CLASS 4 EARTH FILL: Consist of materials which are cEassified as SP, SM, SC, CL, or dual classifications thereof, which ha�e a liquid limit less than or equal to 3S and a plasticity index of a minimum of 4 and a maximum af 15, w�ich are free o� organic materials. E. CLASS � EARTH FILL: Consist of mat�rials classified as Sp ar SP-SM whieh have a plasticity index less than or equal to 4 and a rraaximum o'f 12% passing the No. 204 sieve, w�ich are free of organic maierials. (Class 6 through Class 11 reserved} F. CLASS 12 EARTH FILL: Consist of soils suitable for to�asoil which are relatively free of siones or oiher ob�ectionable debris, which ha�e sufficient humus con#ent to readily support vege#ative growth. The suitability of soils for topsail shall be subject to the approval of the Engineer. 3.OD EX�CUTION [NOT USEU] END OF S�CT'IOCV i E�rCh �'rCl Classi�cations �'PS02489 02255-1 2257 O�FSITE 5�f1� BORROW 1.00 GENERAL 1.01 WORK INCLUDED The work covered by this section of ihe specifications consisfs of flbtaining and furr�ishing to the job site, soil borraw material from offsite.borrow pits or other sources as required for the various emba�kments, fills and backfills. 1.02 QUA�ITY ASSURANCE A. CLA5SIFIGAT�ON TESTING 1. OWNER TESTfNG . The Owner will arrange and pay far thE ser�ices of an independent soils testing firm to provide the required Proetoeiests and additional classification tests on the offsite soil borrow during construction as deemed necessary by the Engineer. 2. TEST M�TH0�5 Classification testing an all affsite sail borrqw materia�s shall be performed in accordance wifh AS7M D-2487, "Cfassiiication of Sails for Engineering Purposes" or ather standard test methods as designated by the Engineer. B. CONTAMiNATION TESTING AND G�RTIFICATION � 1. CONTAMINATION T�STING a. T�e Contractor shall arrange and pay for the seroices af ar� EPA ap�ra�ed labaratory to pertorm a toxic con#aminant scan of cornposite soi! sarnples representati�e of each separate borrow source in accQrdance with fhe U.S. ' �nvironmental Prptection Agency protocol forthe list of cnntaminants described in . 40 CFR, part 261, Appendix VIII and by EPA Methads 5W-846. . b. Cop�es of the r�sults of #he laboratory scan shall be s�bmitted to the Engineer by the � Contractor prior to praceeding to furnish soil materials to the site. A�y �ot�ntial offsite soil borrnw on which scan test resulis indicate the presence of contaminanis � above background le�els will be rejeeted as an offsite soi� horrow source, ; I 2. CERTIFICATIOf� �' a. The laboratory performing t�e scan test for coniarninants for the Contractor shalf pro�ide a wriften certification along with the test results which states that the � laboratory is EPA approved and fhat the iests were performed according to EPA ' . guidel9nes. b. The Contractor shall obtain a written, notarized ceriification fram the landowner of � I eaci� proposed Offsite soil borrow source stating #hat to the best of the landowner's � knowledge and belief there has never been contamination ofi the borraw source site � with hazardous ortoxic materials. These eertificafions shall be su�mitt�d to the . �ngineer by t�e Gontractor prior to procesding to fumish soil materials io the site. , The lack of such certifcation on a potential offsite soil borrow source will be cause � i� for rejectiQn of that source. 1.03 SUBMITTAL5 Submittals shalf be in a�cordance with Secfion 01 a40, PR�J�C7 EKECUTION and shall be incfude: Certified Test Reports Offsite Soil Borrow p2���_� �PS0�489 1.04 STANDARDS ASTM D-�487 "Classification of Soils for Engineering Purposes" or other appropriate m�thods as designated by the Engineer. 1.05 DELIVERY AND STORAG� A. Contractor shall be responsible far proper[y handling offsite soil borrow materiaf once it reaches fhe job site until uNoading at the point of use or a# appro�ed stackpile areas. B. Handfing af the soil borrow ma#erial once unloaded from the transport vehicle, either at the point of use or stockpile area, is npt a part of this specification section, but is included in other specification sections. C. Stockpile offsite soil borrow maferial only in stockpile areas appro�ed by fhe Owner. Minimize s#ockAiling of the material. The majarity of the material will generally require transporta#ion to the point af use as needed from the otfsite source unless otherwise appro�ed or requested by the Owner. D. The maintenance of stockpiles including dressing of surfaces to be free draining is not a part of this specificatio�n section, but is included in other sp�cification sections. E. It s}�all be the sole respansibility nf the Contractor to see that soil borraw is tra�sported from the source to the job site in appropriafe �ehic[es wh€ch comply with all applicable codes, iaws, and ordinances and which are acceptabfe to the Owner and �ngineer far compatibiiity with co�ditions and existing facilities at the job site. An adequate number of vehicles will be used for transporting the sail borrow so as to prevent undue delays iR the construction seque�ce. F. The Cnntrac#or shali ha�e sole responsibility for contral and clean�p af dusi, mud, dirt, or oth�r debris on streets ar ather areas as a result of his transporting operations. G. Methods of ha�dling af sail bo�rorry maferials a# the source includi.ng excavation, segregation, blending, wetting ar drying, stocicpiling, loading and other necessary handling sha[1 be the sol� respansibi[ity af the Contractor. The Contractor shal[ camply witE� all applicable cades, laws, and ordinances. H. If the soil in place must meet appropriate moisture criteria, then the borrow site shal[ be irrigated priorto removal as needed to al[aw proper placement and porosity in place. 2.00 PRODIlCTS 2.01 MATERIALS Offsite soil borrow materials shafl be classi�ed into one (1} of the classifications listed herein. A, CLASS 1 THROIJG�I CLASS �2 EARTH F�L�: Meet the req�iremenfs of specification Section 02255, �ARTH F[LL CLASSIFICAiIONS. B. STRUCTIJRAL BACKFILL structura! backfill. 3.00 EXECUTION [NdT USED] Offsite Soil Bnrrow FPS02489 ConsiSt of the classes of earth fill as shawn on the drawings for D22��-� it 'f �� ,� �,. , �1 Oifsiie Soil Borrow FPS02489 END OF SECT'iON �2257-3 ���6� GEOi'EXYILE 'i.OQ GEN�RAL 1.01 WORK INCLUDED F�arnish labor, materials, equipment and incidentals necessary to install geotextile fabric. Use the geotextile in subsurFace drainage applications for lining tre�ches, pa�ement edge drains, intercepior drains or �lanket drains as specified. The geotext9le shall be designed io allow passage of water while retaining insitu soil without clogging. 1.fl2 QUALITY ASSURANCE � , A. DESIGI� CR17�R1A ; 1. The geotextile iabric shall be inert to commonly encountered chemica�s, hydrocarbons, mildew and rot resistant, resistant to ultraviolet light expasure, insect and rodent , resistant, and conform to ti�� properties in the folfowing tabfe. � 2. The minimum roll �alue {weakest principal directior�} for st�ength properties af any � individual roll tesisd from the manlifacturing lot or lots of a particular shipmer�t shall be in excess of the minirnum roll value {weakest principai direction) stipulated herein. Test ReqUirements: [Rev'rse physical properties for each Pro�ect] ::::.:.::::. ....:.......... . . .. ; :_� ::: ::::::.Mlri4miu°:rrz f��lf;:::1��1�� (k.:.N..e�k��� P[��Csi��l P�'t�p�r���� .. .........: . ::: ::::::::::::: Frin�f�I:�ir���i��j� : l 1 :::::::::::: _ ...:: ..... . . . .. .... _. ........ Grab Tensile Strength" � ,i8� , ASTM D4632 (Lbs) Mu11en Burst Strength 29� � ASTM D3786 (psi) � A05(p95} U.S. Std. Sieve Size, . �� a� � ASTM D4751 � , Trapezoid 7ear Strength �Q ASTM D4533 (Lbs) , Punctu�e Resistance � ASTM D4833 (Lbs.) �� ,, B. PACKING AND 1DENTIFICATEON REQUIREMENTS � Provide the geotextile in rol[s wrapped with protecti�e co�ering to protect the geot�xtile fram ; mud, dirt, dust, and debris. The geotextile shaU be free of defects or flaws which .s9gnificantly affect its phy�sical properties. Labei each �oll o� geotextile in the shipment with a , number or symbol to identify that product9on run. C, SAMP�ING AND COMPLIANCE R�C,�UIR�M�NTS A competent laboratory must be maintained by ths producer af the geotex#i[e at the point of manufacture to insure quality control in accordance with ASTM testing procedures. The laborat�ry shall maintair� records of its quality control results and provide a manufacturer`s certificate upon request to the Engineer prior to shipmant. The c�riificate sha11 include; 1. Name af manufacturer 2. Chemical compositior� 3. Produet description 4. Statement of eompliat�ce to specificatian requirements 5. Signat�re of legally autharized official aftesting to the information ret�uired 1.D3 SUBMITTA�S Geotextile FPSp�489 0�262-9 I , l Submittals shall be in accordance with Section �1040, PROJECT EXECUTiON and shall include: A. Record Data B. Samples 2.00 PR�DlJCT5 2.b4 MAiERIALS GEOTEXTILE: Non-woven fabric consis#ing of U.V. stabifized polypropylene iabrics, forrned into a stable neiwork bq needle pu�ching. 3.00 �XECUTION 3.01 I NSTALLATI ON A. Exposure of geot�xtiles fo the elemenfs befween laydown and cover shall be a maximum of 14 days to minimize potential damage. Install the geote�ctile fabric in accordance with the plans. Construction �ehicles wiA nat be allowed to traffic directly on the fabric. In trenches, after placing the backfill maierial, fald the geotextile over the top of the filfer material to produce a minimum o��rlap of 12" for trenches greater than � 2" wide, In tre�ches less than 12" in width, the overlap shall be equal to the width af the trench. Caver geotextile with the subsequent course af backfiil. O�elap successi�e sheets of geotexfiie a minimum of.12" in the direction of flow. B. Where seams are required in the longitudinal trench directian, join them by either sewing or overlapping. Seams shal� be subject to the appro�al of the Engineer. � Overlap seams a minimum overlap equaf to the width af the trer�ch. C. Repair damaged geotextile with a g�ote�ctiie patch, placed o�er the damaged area and e�ctend 3' beyond the perirrieter of the tear or damage. END OF SECTION Geatextile ���6�-a FP50�489 Q24�2 GARE OF WATER DURING CONSTRUCiIQN 1.00 GENERAL 1 A'[ WORK INCLUDED Furnish labor, materiaEs, equipment and incidenta[s necessary to operate �umps, piping and other facilities to assist in the remo�al of surtace water and ground water, and provide protection from flood waiers. Build and rnaintain the necessary t�mporary impounding works, channels, and cfi�ersions. Remove the #emporary works, equipm�nt, and materials after campletion in strict accordance wlth this section of the specificatinns and ihe applicable drawings. 1.02 QUAl�ITY ASSURANGE 1.�3 SUBMITTALS Submittals shall �e in accordar�ce with Section 0104�, PROJ�CT �XECUTION and shall include: A. Plans and procedures for handling flood flows and dewatering exca�ations. Modifications to these plans si�all be submitted to the Engineer for appro�al. B. Submit a closure plan at least thirty (30) days priqr ta b�ginning closure. This plan shall outline the Contractor"s proposed work schedules, including shift schedules, beginning a�d ending dates, and equipmerit. Approval of submit#a[s does not relie�e the �oniractor of fuEl respansibility and liability for care of water d�ring cor�struction. �.00 PR�DLICTS [NOT USED] 3.U0 EXECUTION 3.Q1 FLOOD FLOWS AND O7HER WATER The Contraetor is res�onsible far handling and diverfing any flood flows, stream flows, or any other water, inc[uding groundwater encountered during the progress of the work. Build, maintain, and operate cnfferdams, channels, flumes, sumps, and other ternporary works as needed to pass floodwater or divert sfream f�ow or pass other surface water through or araund the construction site and away from constructEon work while it is in progress. Unless o#herwise appro�ed by the Owrier, a di�ersion musi discharge intQ the same natural watercourse in which its headworks ar� iocated. Construct permanent work in areas free frorrt wafer. Full responsibility for the successfiuf dewaterir�g of the work�areas resfs with the Contractor. Rernove protective works, after they ha�e served their purpose, in a manner safiisfactory to the �wner or �is representative. 3.02 DEWATERWG EXCAVA7ED AND OTHER FOlJNDATI4N AR�AS A. The Contractor is responsible for dewatering foundations for all areas during consfrucfion of the works of improvement, including areas of required backfills. Lower the water table as needed to keep wark,areas free of standing water or excessi�e muddy concfitinns as needed for proper performance of the cor�struction work as indic�ted in Seetion 02252, COMPACTED FILL. Furnish, prepare, and main#ain drains, surr�ps, casings, well points, and ofher equipment needed to dewater areas for required construction work. Any dewatering method that causes a las� of fiin�s from faundation areas shal[ not be permitted. Kee� available standby eq�ipment to assure the proper and continuous aperation of the dewatering system. Provide cantinuous monitaring (24 i�ours per day) af i�e dewatering system to assure continuous operation. Care of 1i�ater During Constructior� p��p�o� ��S0�489 � B. Consirucfion modifications in the dewafering system may be required by the �ngineer to �rovide adequate pertormance. ln the e�ent of failure of the system, floading of the exca�ation may be ordered by the �ngineer until the system is operative. 3.03 D�WATERIiVG BORf�OW AREAS Unless otherwise s�ecified on the drawings, maintain the boreow areas in drair�able condition or otherwise pro�ide fnr timely removal of surFace waters that accumulate, for any reason, within the borrow areas. END OF 5EC7EDN Care ofi V1�'ater �uring Gonsfrucfiion 0�40202 FPS02489 . 02�3D DR�►INAGE STRUCiURES 9.00 GENERAL 1.Q1 WORK INCLUDED This itam shall govarn for tha construction of manhales, inlets, and ather drainag� structures such as headwall and velocity dissipators, complete in place or to the stage detailed on the p�ans ar�d #he materials�used therein, including excavation and back�ll and starm drain �onneciions. �.a2 QUALITY ASSURANCE T�e prnducts shall meet the requirements of Sectian 03305, CONCRE�E, 'f .03 STANDARDS Th� applicable provisions o� the standards lis#ed in Section Q3305, CONCRETE� and ihe � fallowing standards shall apply as if written here in their entirety: A. American Saciety of Tesfing and Materiafs {ASTM) standards: ASTM C32 Clay Brick ASTM A48 Grey Iron Castin�s , A5TM A536 Duc#iie Iror� Castings ASTM A27 Mild to Medium Streng#h Carbon Steel Castings 2.00 PRODUCTS 2.01 MAT�RIALS A. MAEVHOLES, INL.ETS, AND CHANN�L LINWGS: Constructed o� Class A concrete; meeting the requirements ofi Section 033a5, CONGRETE. � 2.02 M[XES A. CQNCF��T�: ,Mixed in a centraE batch plant or other approved batching facility from which the quality and uniformity of th� concrete can be assured. 2.03 MANUFACTUR�D PR�DUCTS A. BR1CK: Of first quality, sound, hard-�urned, perfectly shaped brick. Clay brick shafl conform to the requirements of�ASTM C32, Gracie NA or equal. B. �RAMES, GRATES, RINGS ANC7 COVERS: Conforming to the dimensians and materiafs shown on the plans. Coue�s and gratas shall fit �roperly into frames, and seat uniformfy and salidly. ,, C. STE�L CASTING: Conforming to the requirements of ASTM A27 Grade 70-36 "Mild to Medium Strength Carbnn Steel Castings." Cast iron castings shall conform to A5TM A48, ' Class 30 "Gray Iron Castings". nuctile iron casiings shall conform to ASTM A536 Grad� 60- 4a-18. � D. CAST IRON: For suPports, sieps and iniet units sf�all conform to the shape and dimensions shown on the plans. The castings shall be clean and pertect, free from sand or blow ho�as, I� � Drainage Structures FP5024$9 0�430-1 � or other defects. Cast iron shal! canform to the requirements of AS�'M A48, Class 30, "Gray Cast Iron". E, iIMB�R: For iemporary covers when used with stage construc#ian shall be sound, new or used timber of minimum 3" nomEnal thicEcness, reasonably free of knats and warps. 3.q0 EXECUTION 3.01 INSTALIAiION A. GENERAL 1. Concrefe work shaEl be performed in accordance witn the requirernents specified in Sections 03t04, 03240, and 033Q�. Sieps shal[ be cast into the wall the concre#e is pEaced. 2. When shown on the plans, build inlets in two (2) stages as shown o� the plans B. CASTENGS, FRAMES AND FITTINGS 1. Place castings, and frames in the position indica#ed on the plans and set true to [ine and to correcf Ele�ation. lf frames are to be set in concre#e or cement mortar, place and position anchors or Bnits shall before the concr�te or mortar is placed. The unit shalf not be disturbed ��til fhe martar or concrete has set. 2. lllfhen frames are tn be placed upon pre�iously constructed masonry, qring the bearing surface or masonry true to �ine and grad� and present on even bearing surface so that the er�f�re face or back af i�e ur�it will came in co�tact with t�e masonry, 5et the unit in mortar beds or anchored to the masonry, as indicated on the plans. Set units firm and secure. 3. After the frames ha�e been set in final pasition, and the concrete or moriar nas de�r� allowe� ta harden for seven (7) days, place and fasten th� grates or eovers down. �ND OF SECTION arainage 5tructures 02430-� FAS02�89 - , . 0�,930 SEEDIN� 1.00 GENERAL I.OI DESCRIPTION A Work Inclu�ed: �eeding of grass seed or wi�dflower seed, as specified on the plans. B. Related Work Specified Elsewhere: Section 02254, C�mpacted Earth Fill. 1.02 REFERENCE �TANDARDS A. Standardized Plant Names ; J. For exatic plant mate�ials: Arrierican Jaint Cornmittee af Horiiculturai Nomencla�ure, Secand Edition, 1942. i 2. For native materials � a. Manual of the Vascuiar Plants o£ Texas by Conell and Johnston b. Check List o£ Vascular Plants of Texas by Hat�h � . ' c. Flora af North Central Texa,s by Shinners and Moller B. Texas Highway Departm:ent: Standard Specif cations for Construction, Itern I64, "Seeding for Erosian Cantrol" and Item 180, "Wildflower Seeding". 1, 03 SUBMITTALS ` A. Seed � 1. Vendors' cert�'ication that seeds meet Texas State seed law including: ' � a. Testing and labeling for pure li�e seed (PLS) ; � b. Name and type of seed ; 2. If using native grass or wildflower seed, seed must have been harwested within one i� hundred {100} rniles ofthe co�nstruction site. 3. All seed shall be t�sted in a laboratory with certified r�sults presented to tha City, in ; wzitang, prior to planting. , 4. All seed to be of the previous season's crop aud the date an the container shall be within twelve months o£tl�e seec�ing date. 5. Each species of seed shall be st�pplied in a separate, labeled container %r acceptance � by �e City. � �� B. Fartilizer 1. ZTnopen�d bags labeled with the analysis 2. Confarm to Texas fertilizer law 1.04 JOB COND7TIONS �� A. Planfing Season: The season varies according to species (see Part 2- Products). Do not ` seed when soil is excessively wet or dry or when wind exceeds t�n (10} miles per hour. � Secding D2930 FPS024$9 -t- B. Schedule After A11 Otlter Cons�ruction and planting is complcte, C. Prot�ct and Maintain Seeded Areas 1. From �rosion 2. From irafl�'ic and aI1 oiher use 3. Until seeding is coznpleie and accepted 1.05 QUAL�TY CONTROL The contractor wha plants the seeds, wk�ther the genera� contractor or a subcontractar, is respor�sible for daily s�pezvisian of his crew, and for the plantiz�g and maintaining of seedlings until �.cceptable, viabie growth is achieved and the project acc�pted by the City. 2.00 PR�I�UCTS 2.01 MATERIAL.S A. Seed All seed shall be planted at xates based ozz gure live seed (PLS = puri�y x germitiafion} per acre. 5ubstitution of individual seed types due to lack of availability shal� be m�,de anl�r by the City at the iime o£ planting. The Contractor shall natify the City, przor to bidding, of difficuities locatin� certain species. 4niy thase areas izadicated on the plans �zza areas disturbed by construction shall be seeded. Priar #o seeding, each area �shall be masked in iha field and approved 6y the City. An� adjustme�t of axea locaiion by the City shall be cnnsidered incidental and shall not entii�e th� Contractor to addifiaonal compensaiion. Weed seed shall not exceed ten percent (10%) by weight of the total t�f pnre live seed {PLS} and ather material in the mi�ture. Johnsongrass and nutgrass seed shall not b� allo�ved. The seed shaIl be clean, dry and harv�sted within ane year of planting. 1. Non-aative grass seed shaIl consist of: If plRnted between Apri� �.� and September 10: Lf�s./Acr� Common I`�Tame Scientz�c Narrre Purit 25 Bermuda {unhulled} Cynodon dactylnn 85% 75 Bezmuc#a (�ulled) Cynodon dactylon 95% Substitute the following if planied betweeu �eptember 10 and Aprii I�: 220 Rye Grass Lalrum multif2orum 82% 40 Bermuda (unhulled) Cynodan dactylan 84% Seeding FP�02489 Germination 90°/a 90% SO% S 5 °/a 0293Q � -2- 2 Native grass seed - The seed shall be planted betwe�n �ebruary 1 and October 1 and shall cansist of: Lbs. PLS/Acre Common Name Botanica,� Name I,b Green Sprangletop Lep�oehloa dubia 5.5 Sideoats Grama* Bauteloua curtipendula 3,7 Little Biuestem* Schizachyrium scapa�r�iutn 17.0 Buffal�grass Buchloe dcrctyloides 1.8 Indian Crrass'� Sorghcrstrum nutans 0.5 Sand Lovegrass* Eragr�ostis ir�ic�odes 6,0 Big Bluestem Andrapogon gerardii 8.0 Eastern Grama Tripscacum dactyloides 1.2 Blue Grama Boutelaua gr�acilis 1.8 Svvitchgrass Panicum virgatum 10.0 Prairie Wildrye�` Elymus caraadensis �T'hese grasses are not ta be planted within ten feet af a road or parking lot or within three (3) £eet of a walkway. � f i 3 Wildflower seed - All wildflower seeds a�re to be hand broadcast, (see 3,02,A). The seed ,shall be planted between March S a�i.d May 31 or bet�veen September 1 and I]ecember � and s�a11 consist of. � Lbs. PLSIAcre 3.0 5.0 2.0 3.0 13.4 13.6 2.D 8.fl S.� 2.� 18,0 z.o �.0 2.0 8.0 Common Name Bush Sunflower Butterfly Weed Clasping Coneflower* Gold�n - Wave Illinoi� Bundleflower Partridge Pea Prairie Verbena Texas Yellow Star Winecup Black-eyec� Susan Cutleaf Daisy Ohedient Plant Pitcher Sage Plains Careopsis S carlet S age Botazaical Name Sinsra ccrlva Asclepias �uberosa .Rudbeckia amplexacaulis Careapsis bascrlis Desmanthus itlinoensis Ca�sia fasciculc�ta Verbena bipinnatr�da Lindheameri texccna Callir�hoe irivolcrata Rudbeckia hi��a Engelmannia pinnatafada Physostegia intermedia Salvia azurea Coreopsis tinCtoria Sadvia cocci�ea *These witdflowers are not ta be planted withi.n ten feet of a raad ar parlring lot or within three feet af a walkway. Seeding k'PS02489 4. Tembvra,�v erosion control seed When spec:if ed on ihe plans, temporary cantrol� m�asures sha1I b� performed. These measures shall cansist of the sowing of cool seasan plant seed� and the work and materia.ls as r�quired in this sectian. - 02930 -3- B. Mulch 1. Mulch should be designed for use with conventiona! mechanical or hydraulic planting of seed, either alone or witk� fertilizer. 2. Muich should be wood ce�ulose fiber produced from virgin wood or recycled paper- by-products {waste products from paper rrulls or recycled newspaper). 3. Mulch should contain no growth or germination in}aibiting factars. � 4. Mulch shatzld contaan no more than ten pereent (10%) zr�aisiur�, air dry weight basis. 5. Addi�i�es shalI include a binder in powder forrn. . 6, 1�✓Iat�rial shall £orm a strong moisture retaining mat. C. Fertilizer 1, All fertilizer shall be deli�ered in bags or cantainers c�early labeled showing the analysis. 2. All fertilizer shali be in acceptable condition for dzstribution and sk�all b� applied uniformly aver the ptanted area. 3. Analysis of 16-20-Q, 16-8-8, or as designated on the plans. Fertilizer rate: a. No fertilizer is required £ar wildflower seeding. b. Where app�yzng fertili�er on newly established seeding areas - 100 pounds o� Niirogen per acre. c. Wh.ere applying fertilizer on established seeding ar�as - 150 pounc�s of Nitrogen per acre. � D. Water; Shall be furz�.ished bv the Contractor, by means oftemporar�r metering / irrigation., water truck or by any othez method necessary to achieve �iable, accc�ptable siand of tut-E as noted in 3.Q4.S.2. flf this specification. The water source shall be clean and free of industrial v�rastes ar oth�r substancEs baz-mful to the gerz�nation of the seed or to the growth of the vegetation. The amr�unt o� water will vary according tQ the weather variab�es. Generall�, an amount of water that zs equal ta the average amou�it of rainfall plus one hal£ inch {1/2") per week should be apptzed for approximately three weeks or until praject is accegted by th� City. E. Erosian Contral Measures 1. For seeding app�icatian in areas up to 3:1 slope, use cellulose, fber or recycled paper muicl�, (see 2.01, B. Mulch azzd 3.03}. Z, Far seading applicatian iz� areas 3:1 sIope or greater, use th.e following soiI retention blanket (Follow the manufacturer's dir�ctions): "Curlex T" from Americaa Excelsior, 900 Ave. H East, Post Office Box 5624, Arlington, Texas 76001, 1-800-777-SO�L,. 2. a2 �xir�� , �eed, mulci�, £ertilizer and water may be r�ixed provided that: 1, Mixture is uz�i_formly suspended to form a hamogenous slurry. 2. Mixture forms a blotter-Iil�e ground caver impregnated uniformly with grass s�ed, 3. N�i�ture is applied waihin thirty {30) minutes after placed in the equipment. Seeding FP�02489 Q293Q -4- 3,00 EXECi)TION 3.01 SEEDED PREPARATION A. Clear Surface of All Materials, Such As: 1. Stumps, stones, and qtl�er objects larger than one inch. 2. Raots, brush, wire, sta,lces, etc. 3. �y objects t�at may interfere with seeding ar mazntenance. . B. Tilling 1. In all campacted areas till one inch (1"} c�eep, 2. Tf area is s�oped greater than 3:1, run a tractor parallel to slope to provide l�ss seediwater run-off. ' �� 3. In areas near tree�: Da nat till deeper than one half {112"} inch i�sidc "drip line" of trees. C. Wai�ring: Soil should be watered to a minimum depth of four inches within forty eight {48) hours af seeding. _ 3.02 SEEDING A. If �owing Seed By Hand 1. Broadcast seed in t�vvo directions at r�ght angles to each other. 2. Hazxow or ralce lightly to cover seed. 3. Never cover seed with more soil than twice its diameter. � 4. For wildflower plantings, scalp existing grasses ta one (1") incl� reznove grass ciippings, so seed can make cantaci with the soil. B. 1VCechanically Seeding (Drilling): If inechanically seeding {drilling) the seed or seed miu�ure, the quantity specified shall be uniforrnly distributed over tf�� areas shown on the plans or wh�re direc�ed. AIl vaxie�ies of seed, as well as fertilizer, may be distributed at the same time provided that each component is uniformly applied at the specified rate. Seed shall be drilled at a depth of from one quarter inch to three eighth inch (1/4"�3/8"} utilizing a pasture or rangeland type drill. All drilling is to be on the contour. After planting, the area shall be rolled with a roller integral to the seed drill, or a co�gated roll�r of the "Cultipacker" type. All rolling of slope areas shall be on the cantour. 3 , 03 MULCHING A. Apply uniformly after completion of seeding in areas up to 3:1 slope. Mulch may be applied concurrently with fertilizer and seed, if desired. B. Apply at the following rafes wriless otherwise shown on plans: -� 1. Sandy soils, flat surfaces - rr�nimum 1,SOO lbs./acre. ' 2. Sandy soils, sloging surfaces - minimum 1,8001bsJacre. i, 3. Clay soils, flat surfaces - mimimum 2,SOQ lbs./acre. I � Seeding �+'PS02489 U2930 -5- 4, Clay sai�s, sloping surfaces - minimum 3,�00 lbs./acre. 5. "Flat" and "s�oping" surfaces will be shown an the plans if nat visually obvious. C. Apply within ihirty (30) mi.nutes after placement in equipment. Keep z�r�ulch moist, by daily water app�ication, if necessary; 1. For apprvximately twenty-ana (21} days, or 2. Until seeds have germinated and �ave z-aoted in soil, (see 3.04.B2.} and project ha� bean accepted by the City. 3.04 MAINTENANCE AND MANAGEI�]ENT A. Includes protection, replanting, maintaining grac�es and immediate repair of erosion damage until the praject receives final acceptance. Refer to Part 2— 2.01 — D. for watering requirements to be axecuted by the cantracror. B, Replanting 1. Replan# areas where a stand of grass or wildflov�rers are not present in a reasonable length of time, as determined by the City. 2. A"stazzd" shall be defined as: a. Bermuda/Rye grasses: FuI1 coverage per square faot established within two to three {2-3) weeks of seeding dat� on a snaooth bed free of foreign materzal and rocks or clods larger than one inch diameter, b. Native grass and wildflowers: eighty percent (80%) coverage of growing plants within seeded area within twenty-one days of seeding date an a smooth bed free of �oreigzz material and rocks or clods larger than one inch diameter. END 4F SECTION Seeding FP502489 0�930 -6- 0310� CONCRE�E FORMW4RK 1A0 GENERAL 1.01 W�RK INCLUD�D �urnish material and labor. to form, tie, brace and support wet concrete, reinforcing steel and embedded items until t�e concrete has de�eloped sufficient strength to remo�e forms. 1.02 QUALITY ASSURANCE A. DESIGN CRITERIA: Forms shall be designed for the pressure exerted by a liquid weighing 150 pounds per cubic foot. The rate of placing.the concrete, the temperature of ti�e concrete, and all otl�er pertinent faciors shall be taken into consideration when determining the depth of #�e equivalent liquid. An additional design live load ofi 50 pounds per square foot shall be used on horizontal surtaces. B. ALIGNMEN7 C4N7ROL: True slignment of walls and other veriical surtaces ha�ing straight lines or rectangular shapes shall be conirolled and checked by the following pracedures: 1. Forming shall be arranged with provisions for adjusting the horizontal alignment of a �Qrm, after the form has been filled with concrete ta grade, using wedges, tum-buckles, �r o#�er adjustment methods. Establish a transit fine ar other reference so that adjustments can be made to an established IEne while tf�e cancrete in the top of the form is still plastic. 2. Ad�usting facilities shall be at intervals which permit adjusiments to a s#raight line. Concrete shall not be placed until adequate adjusting facilities are in place. 1.03 SUBMITTALS Submittals shal! be. in accordance with Section 01300, SUBMITTALS and sha11 include: A. SH�P DRAWINGS 1. Archi#ectural patterns'for stilling basin wing wal[ forms for a}�proval by the Owner. 2. Manufacturers' fiterature for "approved equaE" pror3ucts 3, Drawings or descriptions of additional construcfion join#s B. RECORD DATA 1. Manufacturers' literature for "specified" products 1.04 STANDARDS . The applicable pfo�isions of the following standards shall apply as if written her� in their entirety: A. American Concrete Institute (AC!} specificatians: AGI 301 Specificaiions for Structural Concr�te AGI 398 Suilding Code Requieements for Structural Cor�crete B. American Institute of Steel Construction (AlSC) pubfication: AISC Manual of 5teel Construcfion C. American lron and Steel Institute (AIS�) publication: AISI Cold-Formed Sfeel Design Manual D. American Plywoad Association {APA} standards Concrete Formwork 03100-7 FPS0�489 9.05 DELIVERY AND STORAGE Lumber for forrr�s shall be stacked neatly on platforms raised abo�e ground. 1.06 JOB CONDIiIONS A. The Co�tractor shall notify the Engineer upon completion of various partions of t�e wark required for placing concrete so that eompliance with the plans and specifications may be mor�itnred. T'he Engineer will authorizs the Contractar to proceed wifh the placemenf after � this has been complefed and corrections, if required, have been made. B. ln hot weather, both sides of the face forms may be required tn be treated wit€� oil to pre�ent warping and to secure tight jo9nts. a.OD PROD�iCTS 2.01 MATERIALS A. LUMBER: Praperly seasoned and of good quality; free from loose or unsound knots, knot holes, twists, shakes, decay, splifs, and other imp�rf�cfions which ►nrould affect its strength or irnpair the finished surface of the concrete. B. FIBER BOARD FORM LINING; Hardbaard fnished smooth on one {1) side; minimum thickness of 3/1 B"; thorough�y wet rrvith water at least 12 hours b�fore using. C. PLYWOOD FORM LINING: Conforming to APA H00; exterior exposure waterproof adhesive, 318° thick. D. CARTON FORMS: New, corrugated, fibErboard farms, as fabricated and distributed by Savway Carfon Forms, Inc., Da11as, Texas or appra�ed equal; not less than six (8)" in depth; }�ro�ide profective sheeting (plywood, �tc.} ta distribu#e load. F'orms shal[ �e impregnated ihroughout with paraffin and laminated wii� water resistant adhesive. E. F4RM OIL: Light, cfear oil; shall nof discolar or injuriously affec# the concrete surface, subsequent coatings, or delay or impair curing operations. 2.02 FABRICATI4NS A. LUMBER: L�m�er for facing or sheathing shal� be surtaced on at legst one (1) side and two (2) edg�s; and sized to uniform th9ckness. Lumber of nominal 1" thickness or plywood of 3/4" thickness shall he permitted far general use on struciures, if backed by a sufficienf number of st�ds and wales, B. SPECIAL FORM LUMB�R 1. Molding for chamfer strips or other uses shall �e made af redwood, cypress, or pin� materia�s of a grade that will not split wl�en nail�d, and which can be maintained to a true �ine without warping. The form shap be mill cut and dressed on a11 faces. Fiilet farms at sharp corners, both inside and outside and at edges, with triangular ehamfer strips at a!i non-contiguous edges exposed to view. Thoroughly oil chamfer strips before ins#alla#ion on forms. 2. Consfruci forms far wing wa�ls and outlet hea�wall work to standards equivalent #o first c[ass miR work. 3. All maldi�gs, panel work, and bevel strips shal� be straignt and true with neatly mitered joints, and designed so that ihe finished work sha[I be tr�e, sharp and cEean-cut. Concrete Formwork � 03'�00-2 FPS0�4$9 C. FORMS 1. Forms shall be built mortar-tight and of material su�ficient in strength fo pre�ent bulging b�tween supports. 2. Reused fnrms or forrn lumber shall be maintained clean and in good condition as to accuracy, shape, strength, rigidity, tightness, and smaothness af surface. 3. All forms shall be so constructed as to pertnit removai without damage to the concre#e. Exercise special care in framing forms for copings, offsets, railing and ornamental wark, so that there will be no damage to�the concrefe when the forms are remo��d. D. CARTON FORMS 1. Use new cartnn farms of corrugated fiberboard for slab and grade beam construction on drilled piers for buildings. Forms shall be designed #o support tE�e concret� loads pfus a normal c�nstruction foad. 2. Install carfon forms according to the manufacturer's recvmmendatians and maintain in dry conciiiion befare concreie is placed. Carton forms which ha�e not been maintained in a dry condition shail be replaced befar� concreie is placed. E. METAL FORMS 1. Tf�� specifications for "Forms" regardir�g design, mortar tightness, filleted corners, bevefed projections, pracing, afignme�t, removal; re-use, oiling, and wetfing shall apply equally to metal forms. 2. The metal used for forms shall be of such thickness #hat the forms wiil rerrjain true to shape. Bolt and ri�et heads on the facing sides s�all be countersunk. Clamps, pins, or ofher co�necting de�ices shall be designed to hold the farms rigid�y together and to aAow remo�a! without injury to the concrete. 3. Metal forms which do not present a smooth surtace or line up properfy shall nat be used. Exercise special care to keep meta� free from rust, grease, or other fareign material that discolors fhe concrete. F. F'ORM LININGS 1. Timber forms Far exposed concrefe surfaces which are to be given a rub�ed fi�ish, shall be facelined wifh an a}�pro�ed type of form lining material. 2. If plywoad is used for form lining, it shall be made with waterproaf adhesi�e and have a minimurn fhickness of 314". it shaEl preferably be oiled at the miA and ihen re-oiled. or lacquered on the. job before using. , 3. ff fiber board is usecf, apply water to tne scresn side an the board. Stack the board5 screen side to screen side. Use the smooih hard face as the contact s�rtace Qf the form. Such surFaces may be formed with 314" thic[c plywoad made with waterproof adhesi�e if backed with adequate studs ar�d wales. The greatest strength of th� outer pffes should be at righ# a�gles to fhe s�udding. In th9s case, form [ining will not b� required. 4. Carefully a�ign edges and fiaces of acljacen# panels and fill the joints between panels wi#h patctting plaster or cold water p�atty to pre�ent [eakage. Lightly sand with No. � sandpapef to malce the joints smooth. 5. Forms whici� are reuse� shall have afl unused form tEe holes f911sd and smoathed as specified abo�e. • G. F'ORM TIES 4. Metal form ties shall be used to hold forms in place and io provide easy rnetal removal,. The use of wire for ties shall not be permitted. � 2. Leave no metal or other material wit�tin 1-112 inches ofit�e surface, when removing form tie assemblies which ar� used inside the forms to hold the torms in correct alignme�f. The assembly shall provide cone-shaped depressions in the co�crete surface at least 1 inch in diarrtefer anc! 'E-112 inches deep ta allow fliing and patching. Such devices, when remo�ed, shall leaue a smooth depression in the cancrete surtace without undue injury fo the surFace from chipping or spalling. Concrete Formwork 03100-3 FPS02489 3. B�rning off rads, balts, or ties shall not be permiited. 4. Metal ties shali be held in place by devices attached ta wales. Each de�ice shall be capable of developing the strength of the tie. 5_ Metal and wooden spreaders whicf� are separate fram the forms snali be wired to top of form and shall be entirely removed as the concreie is placed. 6. In th� constructinn of F�asement or water bearing walls, the portRon of a single rod tie thaf 9s to remain in the concrete shall be pro�ided with a tightly fitted washer at midpoint to control seepage. MuEti-rad ties do not require washers. The use af farm ties which are #apered on encased in paper or other ma#erial to allow the remova{ of complete tie, and which [eave a hole t�rough the cbt�cre#e structure, sha11 no# be permitted. H. F��S�WORK '�. Falsework shall be designed and constructed so thai no excessi�e settlement or deformation occurs. Falsework sha[I provide necessary rigidiiy. 2. Timber �sed in falservork centering shalE be saund, in good condit�an and free from defects which impair its strength. 3. Stee! merr�bers sha�l be of adequate s#rength and shape for ihe intended purpase.. 4. Timber piling used in fals�work may be of any wood s�ecies which satisfactorily withstands driving and which ad�q�ately suppor#s the superimposed load. 5. When s91[s or timber grillages are used tn support falsework colurr�ns, unfess founded on solid rock, shale or other hard materials, place fhem in exca�ated pits. Backfill to pre�ent the softening of the support9ng material fram farm drip o� from rains that may occur duri�g the construction prncess. Sills or grillages shall be of ample size to support the superimposed load without seftlemeni. 6. Falsewark not founded on a satisfactory spreacE footing shall be supported on pifing, which sha�1 be driven to a bearing capacity to supporf fhe superimposed Inad wiihout sett�ement. 3.D0 EX�CUTION 3.Q1 PREPARATION B�fore placing concrete, insure that emb�dded items ara correctly, firmly.and secure�y fastened into place. Embedded items shall be thoroughly. clean and free of oil and other foreign material. Anchpr balts shall be set to the correct locatian, alignment and ele�ation by the use af suitabfe anchor bolt templates. 3.02 I NSTA�LAT[ON A. PRE-PLACEMENT 1. During the elapsed firr�e between building the forms and placing the concrefe, maintain the forms to eliminate warping and shrinking. 2. Treat the facing of forms with a suitable farm oil befare concrete is placed, Apply oil before the reinforcemeni is p[aced, Wet farm surfaces which will come in contact� with the cancrete immediately before the cancrete is placed. 3. At the time of placing concrete, the forms shail be clean and entirely free from aIl chips, diri, sawdust, and other extraneous matter at fhe time. Forms for slab, beam and girder construction shall not ha�e tie wire cuttings, rtails or any other matter that would mar the appearance of the fiinished constructior�. Clean farms and keep them free of foreign matt�r during concrete placement. S. PLACEM�N7 1. Set and maintain forms to the lines desigr�ated, until the concreie is suf�ciently hardened io permit form remo�al. If, at any stage of the work, the forms shaw signs of bulgir�g or Concrete Farmwork� 03100-4 F'P50a489 i '�� sagging, immediately remove that portion of the cancrete causing this condition. If necessary, reset the forms and securely brace against furiher movement. �, 2. Pro�ide adequate cleanout openings where access to the bottom of the forms is not ofherwise readiiy aftainabEe. ' 3. Carefully and accurately pEace and support reinforcement in cancrete structures. � C. REMOVAL . Remo�e forrris so thaf the underlying concrets surtace is not marred or damaged in any way. Forms shall nnt be rema�ed untif the cancrete has attained sufficient strengt� to safely carry � the dead load, buf in no case less than the number af curing days set forth in thE following ' � table: . Farms for concrefe of minor structural load ��ay f carrying impartance � Forms forwafls, cofumns, sides af piers, � rr�assi�e siructural components and other 1 day members noi resisting a ber#ir�g morrement � - d�ring curing � � Forms and falsework under slabs, beams and ' girders where defleetions due to dead load 7 days j� moment may exist (for spans � or = 10 ft.) � Forms and falsework under slabs, beams and girders where deflections due to dead load �4 days , moment may exist (for spans �'i 0 ft. and � or = 20 ft.} � . �NO OF SEC7[ON � ,L i � Concrete Formwor[� FI�50�4�9 03100� � p3200 CONCR�T� R�IN�'ORG�M�Ni 1.00 G�IVERAL � 1.01 WORK INCLUDED Furnish labor and reinforcing materials required io cui, bend, tie, splice, place and suppo�t the reinforcement in the material grades, sizes, quantities and locations sp�cified. 1.Q2 QUALITY ASSURANCE A. TOLERANC�S: Reinforcement shall be placed where specified, with tha following (� maximum tolera�ces, plus or minus: ! 1. Concrete Co�er1/4" - 2. Rebar Spacings'f14" in 12" � � 9.03 SUBMITTALS Submittals shall be in accordar�ce with Sectian 01300, SUBMIT7ALS and shall include: � � A. SHOP DRAWINGS ' 1. Manufacturers' literature for "appro�ed equal" prnducts. B. REC�RD DATA: . 1. Rei�tforcing bar layout drawing with bar lists clearly marked and referenced ta plans. 2. Mar�ufacturers' liferature for "specified" products. C. C�RTiFIED TEST REPORTS: ' 1. Certification pf steel quafity, size, grade and manufacturer's origin. T .04 STANDARDS � Th� applicable provisions af the following standards shail apply as if written here in their eniirety: . A. American Saciety for Testing and Materials (ASTM) standards: ; ASTM A82 Specification fiar 5teel Wire, Plain, for Concrete Reinforcement � ASTM A985 Specification far Steel Welded Wire, Fabric, Plain, for ' Concrete Reinfnrcement ASTM A615 5�ecification for Deformed and Plain Billet-Steel Bars for � Concrete Reinforcement � - B. American Concrete Institute {ACl) publications: I . � ACI 3�1 5�ecification for 5tructural concrete for Buildfngs ACI 315 Details and Detai{ing of Concrete Reinforcement ACI 318 Building Code Requlr�ments for Reinforced Cancr�ie ' C. Concrete Reinforcing Steel Institute (CRSI} publication: i � CRSI ManuaE of Standard Practic� � 1.05 �EL.NERY ANO STORAGE i Stdre steel reinforcem�nt above it�e surtace of the ground upon platform skids or other supports. Proteci frorn mechanical and chemical injury and surtace deterioration caus�d by exposure to � canditions producing rust. 1Nhen placed in the work, steel reRnforcerr�ent shalf be free from dirt, i Concrete Reinforcement FSP024$9 03204-1 � scale, dust, paint, oil and o#her foreign ma#erial. Tag and store steel r�inforcement for ease of carrelation with shop drawings. 1.06 JOB CONDITI�NS A. Proposed deviations from reinforcing indicated on th� plans or specifications snall be approued in writi�g�by the �ngineer priorto fabrication. B. Lap lengths shall be of th� length shown an the plans or noted in lap and embedme�nt tabie, and shall be in compliance wifh ACI 318. C. Specified co�er for reinforcing shall be maintained throughout construciian. Bars shall be cut to lengths necessary to allow for proper cleara�ces. Cover af concrete shall be measured from face ofi forms to outside face of reinforcement. D. Stirrups shall be hooked. �.OQ PRO�UCTS 2.0� IVIATERIALS A, STEEL REIN�ORCWG BARS: Bill�t-Steel bars for conerete reintorcement conforming to ASTM A615; Grade 6�, with a minimum yield sfrength o# 60,040 psi. Steel re9nforcing bars shall be praduced in the United States of America. B. WEL�ED WIRE FABRIC; Cold-drawn steel wire conforming ta ASTM A82; fabricated in accordance with ASTM A185. C. SUPP4R75: Bar supports shall be of the praper type for the intended use. Bar supports shall be uniform high density po�yethylene (plastic) or fiberglass reinfarced �lastic (FRP} canforming to CR51 Class �, Maximum Protection. D. SPACERS: Pre-cast mo�ar ar concrete blocks. �. MECHANICAL BAR SAL[C�S; Cadweid splices as manufactured by Erico Prod�acts, I�c., or approv�d equal, installed in strici accordance with tt�e manufacturer's i�structians an� �recammendations. The mechanical de�ices shall develop at I�ast 125% of the specified yieEd of the spliced bars. � F, M�CHANICAL THREAD�D SPLIGES: Mechanical thrsaded connections shaU utilize a meta! coupling slee�e with internal threads which engage threaded ends o� the bars to �e spliced and shall develop in tension or aampression 125% of the sp�cified yield s#rength of the bar. � 2.02 FABRICA710NS A. BENDING; Reinforcement shall b� bent cold by machine to shapes indicaf�d on the plans; true to shapes indicated; irregulari#ies in bending shall be cause for rejection. Unless otnerwise noted, aEl hook and bend details and tolerances shall conform ia the requirements of ACl 3� 5 and ACI 318. 3.00 EX�CUiION Concrete Reinforcement 032p0-� F5P02489 3.49 PREPARATI�N The reinforcing steel in a1E concr�te walls shall be spaced its proper distance from the face of the forms using chairs or }�recast moriar or concreta blocks. Before any concrete is placed, al� mortar blocks to be used for holding steel in position adjacent to formed surtaces shall ba cast in individual molds, a# which time the blocks shalf be immersed in wafer'for the remainder af at least a 4-day curing period. The blocks shall be cast with the sides be�el�ed and i� such a manner that the size af the blocic increases away from #he surface to be placed againsi the forms. Blocks shall be in the form of a frustum of a cone ar pyramid. Suiiable tie wires shall be pro�ided in each block for anchoring the block to the reinforcing steel, and to avoid displacernent when placing the cnncrete. The size of the surface to be placed adjacent #o the forms shall not exceed 2-112" square or the equivalent thereof when circular or rectangular areas are provided. Blocks shall �e accurateiy cast ta the thickness required, and the surtace ta ae �laced adjacent fo the forms shall be a true plane free of surFace impertections. 3.C}2 INSTALLATI�N A. GENERAL: Place the reinforcernent carefully and accurately in the concrete structures. Rigicfly tie and suppart ihe reinforcement. Welding oi any type of reinforcement shall not be permitted. B. SPLICES i. Splicirtg of bars, excepiwhere indicated on the plans, shalf �at be perrnifted unless appro�ed by the Engineer prior to fabrication. Splices shall be f€ept to a minimum. Splices shalf preferably occur ai points of rr�inimum stress. Lap splices which are permitted shall have a lap in accordance with ACI 318. Rigid�y clamp or wire the baes afi all splices, in accordance witt� ACI. Ov�rlap sheets of wire fabric sufficiently to maintain a uniform strength and sacurely fasten. 2. Welding of reinforcing steel splices shall not be permitted. 3. Make mechanical splices wher� shown on the pians using Cadweld s�lices or appra�ed equal, insta[led in accordance with #he manufacfurer's instructinns and recommendations. The mecha�ical device shalf develop at isast 125% af the specified yield strengfh of t�e bar. C. PLACEMENT 1. Place steel reinforcement, as indicated on the plans with #he specified tolerances. Hold securel� in place during the placing of the concrete. The mEnimum c[ear distance between bars shall be per ACI 318 unless noted otherwise. Always pass vertical stirrups around tt�e main tension mernhers and securely attach thereto. Wire reinforcing taget�er at a sufficient number of intersections ta produce a sound, sturdy mat or cage of reinfarcement that will maintain the reinforc�ment in correct posi#ions when the concrete is placed. 2. Hald the reinfarcing steel in concrete slabs firmly in place with wire suppa�ts or "chairs". Sizing and spaci�g oF the chairs shall be sufficient to properfy suppart the steel, and shali b� in accordance with CR51 Publications "Manual of Standard Practice". 3. Space the reiRforcing steel in cancrete walls the proper ciistance from the face of the farms, as indicated on the drawings �sirtg chairs, pre-cast mortar or concrete blocks. 4. Where reinforcing conflicts with location qf anchor bolts, inserts, etc., submit prampt notifications so that re�isions can be made before concrete is placed. Na cutfing of reinforcing shall be permittecf without the prior approvaf of the Engineer. 5. Roll out welded wire fabric flat in langest practical I�ngths. Lap joi�ts one m�sh. Do r�ot [ocate end laps o�er beams of continuo�as structures or midway between s�appprting beams. Offset end laps nf adjacent widths to preveni continuaus lap. Fasten ends and sides of welded wire fa�ric at 48" o.c. wiii� tie wire. 6. Reinforcing shafl e�ctend through construction �oints. Concrete Reinforcement 032�0-3 F5 P02489 3.03 F1ELD QUALITY CONTRUL Concrete shall not be placed until the Engineer has observed the final placing af the reinforcing steel, and has gi�en permission to place cancrete. �ND OF SECTIO�! Concrete Reinforeement 4320p-4 F5Pq2489 t 033Dd CAST-IN-PI�4CE CONCR�T� 1.�0 G�NERAi� , 1.0� WORK WCLUDED ; �urnish labor, ma#erials, mixing and tra�sporting equipment and incidentals necessary to prapo�tian, mix, transport, place, consolidate, finis� and cure concrete in the structure, 1.02 QUALITY ASSl1RANCE A. DESIGN CR1T�RiA , � I 1. Concrete shall be composed af Portland Gemen�, fine aggregate, coarse aggregate, admixtures and water, as specified. All reinfiorced concrete shalf include high range water reducer (HRWR}_ ;' ' 2. ACI 21'[.1 shall be ti�e basis for selecting the proportior�s for cancrefe made with E i aggregates of normal and high density and oi workabiliiy suitable for usual cast-i�-p�ace structures. , 3. 7he design of the concrete shall be consistent with the minirnum requirements of �, strength and proportions stated herein and in accordance w�th ACI Standard 211.'f ; "Standard Practice for Selecting Proportions for Normal, Hea�y weight, and Mass Concr�te," su�ject to maximum water cement ratio, minimum cement content anc� � minimum strengths specified. 4. The worka�ility af any mix shall be as required fnr the specific placing conditians a�d the � methfld of placemant. The concrete shall ha�e #he ability to be worked readily ir�to � . corners ar�d ar�uRd reinforcing steel without the segregation of materials ar the collection � of free water on the surtace. Gampliance with specified sl�mp iimita#ions shall not � necessariiy designate a satisfactory mix. . 5. In na case shall the amaunt af caarse materia� produce harshness in placing or honeycombing in the structure, when forms are removed. � B. CONCRETE CLASSIFiCATIONS � � - �-----�- . CLl��`� :. ..�..�: NfIfV, f�`Ih. ..: :: � hr',,A7��.��I�E P,�!�;C°:.�..: � M�X, I . : � ::°:�� C7�11f �Fw�kC���4�{'. .:: .. A:sGf�FGAT� 'JVr,�"��I�� � SI,LlrJ1P , 1 . ...:����M�', �EM��I'€��:::°..:�° � ffhS.j ��.L�±f�,�c� tfh,l."`� ..,. . ... . . ....... . . .. .. ::::::� : � . . . .. . �. ...����I���H PERIC::�'��.:::�::: � :.....: � .:.:::: . ....° .�N�'I.j�:::: : ... :: . �r ��} ... .. . . .. � ...:. ... . ... � A 3000 5.5 1.5 ry�ry...5.25 4-6 Siz� No, 4B7 ;, B 40Q0 fi.0 1.5 5.25 4 Size No. 4S7 ' C 30Qq 6.0 1.� 5.25 4 Size No. 57 � D 5000 6.5 0.75 5.25 5 . Size No. 67 E 15aD 4.0 1,5 8,Q 1-4 Size No. 487 � F 3000 &.5 �.375 5.25 4 ` � Size No. 8 "�Maximum slump with hig� range water reducing admi�cture may be increased ta 7" - 9"', � � C. CONCRETE USAGE Casl-in-Place Concrete FSP9�489 03300-1 � Class A Use: Class B Use: Class C Use: Class D Us�: Class E Use: Glass F Use: All reinforced concrete unless otherwise specified None required Pumped Concrete, €]rilled Shai#s, Thin Wall Sections �recast Conc�ete and Precast i'anels Cradling, Bloe[cing, Foundatian Seal, Lean Concrete Backfill Stair Pans and Landings 1. The maximum amount of coarse aggregate (dry foose �olur�e) per cubic faot of finished conerste shall not exceed D.82 c�bic feet. 2. The maximum amount pf water, as established in the table above, includes the water in the aggr�gate, with the aggregates in a saturated, surface-dry condition. 3. 7he maximum wa#er content shall be the amount added at the mixer, plus the free water in the aggr�gate, and minus the abso�ption af the aggregate based on a 30-minute absorption period, No allowance sha[I be made fior the e�aporation of waier after batching. If additional water is required to obtain the desired slump, a compensating amouni o# cement snall also be added. 7he maximum water-cement ratio shali not be exceeded. No addi#ional compensation sha[i be made for additional c�ment. 4. [f fly ash is to be used in place of cement, no more than 20% percent of the cernent may be repfaceci. The amaun# of fly ash used in place of t�e cemeni shall be 20°/fl percent greater than the amou�t of cement remo�ed. D. CQNCR�T� SfRENG7H The cor�crete rnix st�all be designed with the intention of producing concrete which has compressi�e or f[exural str�ngth equal to or greater tnan the following, w�en tested in accordance with AS�M C-39 and ASTM C-293. --- _ . . f:�ir�ir�um . . .. hAlnim�rn ��a7{��;;rt;ssiviY Sirc�:ir�i�i�'.:.`�°.�°�:::�.::� �E�xuf�1 �treaT�.r�lh ... � . . �..�Ft?s' F,�f ��1, ir�� :. . _ (�bs. p^r £�, �n.j .x::': �las5 c�F �or�tcCet� . .7 D�v : � . "?8 Day ..�::: .. :.::::.° ��� �a� 7 �av A 2,000 3,000 400 500 � B 2,6fi7 4,00,0 480 800 C 2,Doo 3,D�0 400 5�a D 3,333 5,U00 480 6�0 � 1,000 1,�OD -- ' -- F 2,OD0 3,004 440 �OQ �. iRIAL MIXES � 3, 4 5. Laboratnry samples shafl be taken in accordance with #he trial mix designs for labaraiory testing purpases. The fresh concrete shall be tested far Slump (ASTM C143) and Air Content {ASTM C9 i3 and ASTM C231). Strengih test specimens shaEl be made, cured and tested for se�en (7) a�d 28-day strengfh in accordance with ASTM C192, ASTM C39, and ASTM C293. Suitable facilities shall be pro�ided for readily obtaining representative samples ot aggregate from each of the weigh ba#chers ior iest purposes and for a�taining representaii�e samples of concrete far uniformity tests. The necessary platforms, tools, and equipment for obtaining samples shali be fur'nished. Aggregates shall de tested in accordance with ASTM C289. The propor�9ons of materials entering into fhe trial mix sf�all be laboratory tested prior to cancrefe placing. The cement contents specified are minimum �alues. If addifio�al qua�tities are req�ired to o�tain the specified strengths, supply the cement at no a�diiianal cost to tne Owner. The trial mix must be at the maximum water conteni ratio al�owed by the spec9ficatior� �pr each class of concrete. A#riaf m9x shall b� designed by an independent testing laboratory, re#ained and paid by the Cor�tractor and appro�ed by the Owner. The testing laboratory shall submit Cast-in-Pla�e Car�crete p�3p�_a FSP92a89 �erifcation that fF�e materials and praportions of the trial concrete mix design meet the specificatians. The laboratory trial concrete fn�x design shall be submitted to the Engineer before the 7-day strength tests are made. In lieu of irial mixes, if the production cancrete facility has test records, a standard deviation shall be estabiished. Test recards from which�a standard de�iaiior� is calculated sha�l represent maferials, quality control procedures, and aonditions similarto those expected; shall represent concrete produced to meet a speeified strength or strengihs within 1 DOp psi af that specified for prnposed work; and shall consist of at leasi 30 cor�secutive tests. A strengfh test shall be the average of the strengths of two cylinders mac�e fram the same sampie of concrete and tested at 28 days ar at other test age designafed for determination of the specifiiec# strength. a. Test Records Exceeding 29 Required average corr�pressive strength used as the basis for selectio� oF concrefe proportions shall �e the larger af the specifiecf streng#h plus the standard derriat�on multipiied by 1.34 or the specified strength plus the standard deviation multiplled by 2.33 minus 500. E�. Test Reeords Less than 29 W�ere a concrete production facility does not have t�st records meeting the abo�e requirements but does have a record based on 15 to 29 consecuti�e tesis, a standard devia�ian may be established as tha product of the calculated standard de�iation and a modification factor from the following tabfe: �:� : .�I�.�of Te:�s..i1�.::� : k��dificat�vn Fa�#ar it�r ���rndarc� �ie-��iativr� I Lessthan�5 SeefJote I 15 1.16 � 2a 'foa I 25 9.03 � I 30 or more 1.DQ � 1) Interpolake for intermediate numbers of tests. When a concrete production faci�iiy does not ha�e field strength test records for calculatian�of standard deviation ar the n�rttber of tests is less than 15, the required average strength shall be: i) The specified strength plus 1000 psi for spe�ified strengfhs of less than 3000 p5f. ii) The speci�'ied strengti� plus 12a0 psi for specified strengths of 30Q0 to 5000 psi. iii) The specified stre�gth plus 1400 psi for specified strengths greater than 5o0a psi. 6. Laboratory tests on trial mixes shall shaw a 28-day strength higher than the stated minimum 28-day strength per ACI 318, 7able 5.3.2.2. From these prelirrrinary tests, the ratios between 7-day and 28-day strengths shall be esta�lished to determine at seven (7} days the sireng#hs necessary to satisfy the required 28-day strengths. The 7-day trial mix strengih #est resuEts shall be submifted to the Engineer at least 14 days [n ad�ance of the 28-day strength tests. The �inal results of the 28-day campressive strength. tesis shall be submiited #o the Engineer at I�ast ten {1Q) days prior to the scheduled beginning of cancrete placement and shall be appro�ed by the �ngineer prior ta the placement of any concrete. 7. Trial mixes for 7ype °K", expansive hydrauiic cement, shall b� tested, as spaci�ed herein. Six (6} cylinders sha�l be rnade far each of three slumps (4", 5", and 6"}. Break three (3) pf each at se�en (7) days and three (3) of each at 28 days #o verify strength requirements. Laboratory sl�rnp and test cylinders shall be taken ta simulate the time deiay in deli�ering concrete to the job site. When a comple#ely safisfaciory mix is established, it shalf be maintained without change. 8. Expansion tests of laboratory mix for Type "K" expansive cernent shall be performed, as speci�ied herein. Restrained expansion of tE�e laboratory mix by iesting 3" x 3" x 10" Cast-in�Place Cancrete 03300-3 F5P92489 � prism specimens, as describad in ASTM C878. Restra�ned expansions shall be greafer than .04%, but less than 0.1 °lo. 9, A se�arate mix design for silica fume' concrete shafl be made and approved priar to placernent of any silica fume concrete. The trial mix shall be in accordance with this specif9catinn and in acaordaRce wifh the silica fume manufiacturer. Silica fume concrete shall ha�e high range water reducing admixture and air-en#raining adrnixtuTe in fhe mix. In addition, normai water-reducing admixtures may be required prior to addition of HRWR tn facilitate prdper mixing, placing, and consolidation of �oncrefe. No reduction in cement cantent shalf be allowed. The amount of silica fume in the mix may be added to #he cement when determining #t�e water-cement ratio. The original water to cementious material ratia shall no# be exc�eded, 10. Two (2) mix designs shall be designed for each class of concr�te that cantains a high range water reducer. Both mix designs shall be designed for this project using materials that are to be used in the concrete. Mix designs from pre�ious projec�s snall not be acceptable, Cancrete mix designs which are ta have high range water reducing admixtures shall ha�e the trial mix designed �rithout the admixture. Laboratory test results shall show that the mix desigr� meets all other requirements of the speci�ication witho�t the admixture. After tt�e initial trial mix design is tested, anather mix design s�all be proposed using the same �ortions in the initial mix design with the addition of the adm�xture. Testing of the concrete shali be perFormed under the guidance of the admixture manUfacturer's representati�e to determine dosage, addi#ion times, and compatibility with other admi�ctures and rrz9xt�re canstituents. ln addition to the test perform�d in the first trial mix, the second mEx, with admixiure added, sha[I ha�e tests performed and results tabulated that shory slurnp retention ior a 90 minute time period, temperat�re con#�ol for 90 minutes, as well as campres�i�e strengths, and entrained air. F. T�STING 1. GENERAL a. Tests shall be required throughout the work to monitor the qualiiy of cnr�crete. Samples shall b� taken in accordance rrvith ASTM C172. b. The �ngineer may w�i�e these requirements on concrete placements of ten (10) � cubic yards or I�ss. Howe�er, e�idence shall be furnished shawing a design mix which meets fhe specifieations. c. Tes#ing of the materials, ready mix, transii mix ar central plant concrete will be by the Own�r's representafEve. The Owner will select and pay f�r this service. A summary of all tests performed will be available. No concrete sha11 be placed withaut a representative present at either #he plant or at the projeci si�e. c!. Unles� the Owner's laboratory is an the site, provide housing for #he curing and storag� of test specimens and equipment. 2. SLUMP TEST 51ump tests, in aecardance wiih ASTM C143, shail be used to indicate the workability and consistency of fhe concrete mix from batch ta batch. Generally, a slum� test shall be made at the start of operations each day, at regular interva�s throughoui a working day, and at any time when ihe appearance of the concrete suggests a change in uniformity. 3. AIR CONTENT TEST Tes#s far the concrete's air cont�n# shall be made in accordance with ASiM C231 or ASTM C173, at the point of deli�ery of cancrete, prior to placing in forms. The test shall �e made frequentfy to monitor a proper air content uniform fram batch ta batch. �1. COMPR�SSIUN TEST a. Campression test specimens shall be fi" x 12" concrete cylEnders made and cured in accordance with ASTM C31. No fewerthan two {2) specimens shall be made for each test at each age (7 and 28 days). Samples shall be taken at a minimum of e�ery 150 cuhic yards of ca�crete for each class piaced. At least one (1) set of test specimens per day shalf be made for each class of concrete used that day. Specimens shall be cured under laboratory conditions specifred in ASTM C31. Cast-in�Place Concrete 03300-4 �SP9a489 6. � Add�tional concrete cylinders may be required for curing on the job under actual job curing conditions. These samples could be �equired when: 1} There is a possibility of the airtemperature surrounding the concrete fal�ing below �40 degrees F, or rising abo�e 90 degrees F. 2) The curing pracedure may neecf to be improved andlor lengthened, 3) It is n�cessary to determine when the structure may be pui into service, b. Compressian strength tests shali be rr�ade on the laboratary-cured and jo6-cured concrete cylinders at seven (7) and 28 days, in accorcfance with ASTM C39. 7he �alue of each tes# result shall be the average compressi�e strength of two (2) samples taken at the same time from the same batch ofi concrete. The tests made at se�en (7) days s�all show strengths o# �ot less than 213 of the design sirengtn. For the 28-day cylinders, the strength ieve! shall be satisfactory if the averages of all sets af three (3) co�secutive stfengt� #est results exceed the required design compressi�e s#rength, and no individual strength test result falis below the required compressive strength by more than 50� psi. HIGH �ARLY STRENGTH CONCRETE TEST When Type "lii" High Early Strength Portla�d Cernent is used instead o�Ty�e "I" Portland Cement, fhe minimum allowab�e 28-day strength for Type "I" Portland Cerrtent concrete shalf be at se�en (7) days. The ages at time of test for Type "III" shall be thr'ee (3) days and seven {7) days, in�tead of seven (7) days and 28 days, respectively, for Typ�, ,�� �� FAILURE TO MEET R�QUIREMENTS a. Should the 7-day stre�gths shown by the fest specimens falE below the required va�ues, additional curing shall be performed on those portions of the structures represented by the tes# specimens at the Cantracior's exper�se. Test cores shafl be obtained and tested in accordance +nrith ASTM Test Method for Obtain[ng and Testing Drilled Cores and Sawed Bearr�s of Concrete, Designatian C42. If additional cur�ng does not give the strength required, the Owner reserv�s the right to require strengthening, rep�acement of those suhstandard portions of the structure, or additiflnal testing, at the Contractvr's expense. b. Upon receipt of the Contractar"s written request, s�bstandard concrete work may be re-examined in piace by non-destructive testing methods or core samples, in aacordance with AGI 301. The services of an independent testing labaratory shal� be retained and all expensas paid without compensation from the Owner. Lahoratory results shali be evaluated by fi�e Engineer, who shall make t�e final d�cision on accep#ability of the concrete in question. Core sample holes shall be repaired. i.03 SUBMITTALS Submiftais shall be in accordance wiih Section 013�Q, SUBMITiALS ar�d shall include: A. Shop Drawings for: 1. Trial mix design 2. Additlpnal constr�ction joints 3. � Manufaciure�'s literature on "approved equal" materials B. Certifiecf Test Reports far: 1. Materials used in the trial mix design 2. Seven (7) day and 28-day compressive strength tests results C. Record Data for: Manufacturer's literature on "specified" materials 1.{l4 STANDARDS Mixing, sarr�pling, placing, curing and testing of conerete, and the materials used shall be in compliance with the latest r�visians of the fallowing standards, un�ess otherwise noted in the Cast-in��lace Concrete 03300-5 FSP92489 Con#ract Docur�ents. ihe Contractor sf�all mainia9n one (1) copy of �ach of #he applicable standards at the construction field office. A. American Soci�ty far Testing and Materials (ASTM) siandards: ASTM C31 Test Methnds af Making and Curing Concrete Test Specimens in the Field AS7M C33 Specification for Concrete Aggregates ASTM C39 Test Method for Compressive Strengtf� of Cylindrical Concre#e Specimens ASTM C42 1'es# Method for O�taining and 1'esfing Drilled Cores and Sawed Beams of Concreie ASTM C87 , Test Method far Effect of Organic ]mpurities in Fir�e Aggregate on 5trength of Mortar ASTM C94 SpecificatioR for Ready-Mixed Car�crete ASTM C�Q9 "Cest Method for �ompressive Strength of Mydraulic Cemenf Mortars AS7M Cf25 Terminology Relating to Concret� and Concrete Aggregates ASTM C143 Test Method for Slump of Mydraulic Cement Conere#� ASTM C150 Specifica#ion far F'ortland Cement ASiM C156 Test M�#hod for Water Retention by Concrete Curing Materials ASi'M C1 T1 Specification for Sheet Materials for Curing Cancrete ASTM C172 Practice ior Sampling Freshly Mixed Cancrete ASTM C173 " Test Meti�od for Air Content of Freshly Mixed Concrete by the � Volumetric Methad ASTM C191 Test Method for Time of Setting of Hydraulic Cement by Vicat Needle ASTM C192 Test Method of Making and Curir�g Cancrete Test 5pecimens in the Laboratory ASi'M C231 Test Meihod fnr Air Content of Freshly Mixed Cancrete by the Pressure Method ASTM G2�i0 Specification far Air:Entraining Admixtures far Concrete � ASTM C289 Test Metnod for Patential Rea�cti�ity of Aggregates (Chemical Mefhad) ASiM C293 Test Methad for �lexural Strength af Cor�crete �Using S9mple Beam with Center-Paint Loading) ASiM C309 Specification far Liquid Membrane-�orrrting Compounds for Curing Concrete ASTM C494 Specifcatian fior Cherr�ical Admi�cfures fior Concrete ASTM C579 Test Methods for Campressive Strength of Ghemical-Resistant Mortars and Monolithic Surfacings � ASTM C580 Test Method for Fl�xurai Strength and Modulus of ��astici#y af Ghemical-Resistant Martars, Grouts, and Monolithic Surtacings ASTM C595 Specification for Blended Hydrauli� Cements AS7M C618 Specification for Fly Ash and Raw or Calcined Naiural Pozzolan for Use as a Mineraf Admixture in Portland Cement Concrete ASTM C806 Test Method for Restrained Expansion of Expansi�e Cement Mortar ASTM C827 T�st Method for �arly Volume Change of Cementitious Mixtures ASTM C845 Specifieatian for Expansive Hydraulic Cement ASTM C878 Test Methad for Restrained Expansian of Shrinkage�Campensaiing Co�crete � Cast-in-Place Concrete . 033�0-6 FS P 924$ 9 ASTM C881 Specificatian for �poxy-Resin-Base Bonding Systems for Concr�te ASiM ❑57D Test Method for Water Absorption of Plasfics ASTM Dfi38 Test Method ior Tensile Properties of Plastics AS7M D746 Test Method for Brittleness Temperaiure of Plastics and Elasfomers by Impact ASTM D994 SpecificatEon for Preformed Expansion Joint Fill�r for Concrete (Bitum�nous Type) AS7M D1190 Specification for Concrete Joint Sealer, Hat-Poured Elastic Type ASTM D1752 Specification for Preformed Sponge Rubber and Cor[c Expansion Jaint Fillers for Concrete Pa�i�g and Sfructural Construction AS7M D2240 Test Method for Rubber �roperty-Durometer Hard�ess A57M E96 Test N[efhods for Water Vapor Transmission of Materials 6. American Concrete Institute (ACI) standards: ACI 211.1 Standard Practice for Sefecting Proportions for Normal, Hea�y-weight, and Mass Cancre#e ACI 214 Recommended Practice for Evaluafion of Strength Test Results ACI 223 5tar�dard Practice for Use of Snrinkage Compensating Concreie ACI 301 Specification for S#ructural Concrete for BuEldir�gs ACI 3p4 Guide fdr Measuring, Mixing, Transporting & Placing Concrete ACI 304.2R Placing Concrete by Pumping Methods ACI 305R Hot Weather Concreting ACI 3fl6R Cold Weather Cor�crEting AGI 308 Standard Pracfice for Curing Conereie ACI 309 Guide fo� Consolidatio� of Cpncrete ACI 31 S Building Code Requirements far Reinfarced Concrete C. Corps of �ngineers, Department of the Army specificatior�: CRD-C621-83 Corps of Engineers Specification for Non-Shrink Grout D. Federal5pecification: TT-S-Q0227E Type II, Class A or B, Expansion Joint Sealant E, Concrete Plant Manufacturers B�reau (CPMB) 1.D5 DELIVERY AEVD STORAGE A. Deli�er cement in bulk or bags which are pEainfy marked with #he brand and manufact�rer's name. Immediafely upon receipt, store cement in a dry, vtireather-tight and properly ventilated siructure, whicft excludes maisture. Storage facilities sha[I permit easy access far. inspection artd identificaiion. Cemer�t not stored '[n accordance with the requirements shall not be used, B. Sufficient cemenf shall he in storage to corn�lete placement of concrete started. In order thai cement may not becorne unduly aged after cleEi�ery, maintair� records of deli�ery dates. Use cement which has been stored at the site for 6� days or rriore before using cement of less�r age. No cement shall be used which is lurrrp�d, caked, stored more than 90 days, or� whose temperature excee�s 770 degrees F..� C. Handle and s#ore concrefE aggregate irt a manner which preven#s tne admixture of foreign materials, lf the aggregates are stored on the ground, gru6 the sites far the stockpiles, clear Cast-in-Place Concrete Q�3�p_q F5 p92489 weeds and grass and level. Do not c�isturb the bottorn layer of aggregate or use without recleaning. D. Store different �ypes and gradations of aggregates in a rnanner which pre�en#s intermixing. Handle materiais in stockpiles in a mannerwhich prevents segregation of materials in the pile. Bvild in layers not over 3 feet in depth. Should segregation oecur, remfx the aggregat�s to conform with the grading requirements. Stockpi[e fine aggregates at least 24 hours p�fore mi�8ng to reduce the free maisture content. 1.06 JOg CONDITIOfVS A. G�NERA� 1. The concrefe shall be mixed in quantities required for immediate use. Any concr�te which is nof in place within the time limits specified shall not be used. Concrete shal! �ot be re-iempered. 2. Concrete shalf not be placed if impending weather condi#ions would impair the quality af the finished work. B. CONCRETE TEMP�RATURE No concrete shafl be placed when the temperat�re of the concrete to be plac�d is greater than 9Q degrees F or fess than 50 degrees F. The temp�ra#ure af the concreie to be placed shal[ i�e taken by the Owner's representafi�e wiff� a thermometer immediaieEy before placement, with the point of ineasurement being in the chute ar bucket. C. COLD WEATHER 1. ff air temperature is at or below 40 degrees F, cold weat�er concre#ing shall be performed in accardance with ACI-306R. � 2. No concrete shall be mixed or placed when the atmospheric temperature is af or below 35 degrees F. 7he temperature shall be taken in the shade away from artificial heat. 3. In cases where the temperature drnps below 40 degrees F afterthe concreting operafia�s ha�e been started, suffcient can�as and framewark or other type of hnusing shall be furnished to enclose and pro#ect the structure, in accordance with the requirernents of ACI-306R. Sufficient heating apparatus such as stov�s, salamanders, or steam equipment and f�el to Provide heat shall be supplied. The concrete shafl be protected when �laced under all weather canditions. Should concrete p[aced under such conditians pro�e unsatisfaetory, remo�e anc� r�place the concrete at no cost to tf�e Owner. ; 4. When mixirtg with the air temperafure below 40 degrees F', water used for mi�cing shal! be heated to raise the concrete temperafure to 70 degrees F. The tempera#ure of the mixing water shall not e�ceed 165 degrees F when e�tering the mixer. S. If heating fhe mixing water nniy does not raise the placing temperature of the cancrete to 70 degrees F, the aggregate r�ust also be heated, either by sieam or dry heat, to raise the placing temperature of #he concrete to the required temperature, In no case shall the aggregate temperafure exceed 15a degrees F as it enters the mixer. The heating apparatus shall heat the mass of the aggregate uniformly and prec[ude the occurrence of hot spots which burn tne ma#erial. 6. Salts, chemicals, ar other foreign materials shall �ot be mixed with the conorete to preventing freezing. Calcium chloride is not permitted. � D. HOT WEATHER 1. Hot weather is defir�ed as any combinat9on of high air temperature, low relati�e humidiiy and win� �elocity that impairs the q�aGty of the concrete. Hof weafher concreting shall be in accordance with ACI-305R, Concreie shalf be plac�d in the forms without the addition of any more water than that required by the design (slump}, No excess water s�all be added on the concrete surtace for finishing. Control of initial set qf the concrete Cast-in-Place Concrete ����p_$ F5P92489 and extending the time for finishing operations may be aceomplished wiih the use of approved water-reducing and set-retarding admixture, as specified. � 2. Maximum time intervals beiweer� the additian of mixing water andlar cement to the � batch, and the �lacing of concrete in the farms shall not exceed the following (exciudir�g HRWR admixture use}: Concre#e Temoeratur� Non-Aaitated Concrete Up to 84° F O�er 80° F Maxirnum �'ime �rnm Addition of Water to PlaG�ment 30 Minutes 15 Minutes Aqitated Concrete Up to 75° � 90 M9nutes 75° to 89° �' 64 Minutes O�er 90° F (max. permissible concrete temp) 45 minutes The use of an approved set-retarding admi�cture will permit the extension of the abo�e time rnaximums by 3� minutes, for agitated concrete only. The use of an approved high range water reducing (HRWR) admixture wiEl allaw placement time extensions as detecmined by the manvfacturer. 3. The maximum temperature of cancrete shall not exceed 90 degrees F at th� time t�e concrete is placed. The temperatures of the mixing water shall be reduced by the use of chilled water or ice. 4. The maxi�n�rrt temperature of cancrete with high range wafer reducing adrriixkure shall nat exceed 100 degrees F at the time concret� is placed. 5. Under exfreme heat, wind, ar hurriicfity condit%ns, cvr�creting operations may be suspended if tE�e quality o# the cnncrete being placed is not acceptable. 1,a7 oPTloNs [No7 usE�] 1.08 G�JARANTEES [NOT US�D] 2.00 PRODIlCTS 2.Oi MATERIALS A. CEMENT; GENERAL: If fhe fine andlor coarse aggregates test "Pot�ntially Reactive", in accordanee wiih ASTM C289, a low a[kali Partland Cement shall be used. The total a[kali aonteni calculated as the perc�ntage ofi sodium oxide (NazO) plus 0.658 times the percentage pf potassium oxide (Kz0) shail not exceed 0.6. 8. CEMENl"; 7YPE: 9. Type "K" Expansi�e Hydraufic Cement, conforrr�ing to ASTM C845; used for al! concrete En the following structures: 2. Typ� "I" Portland Cerrient, �conforming to ASTM C150; used for all concrete in fhe fo[lowing structures: . 3. Type "II" Portla�d Cement, mild sulphate resistance confarming to ASTM C150; used for all concrete in the foifowing sfruc#ures: Dam Outle# 5tructure, conduit and stilling �asin. 4. iype "il" Porkland Cement, modified so that.C3A is not more ihan 5%; shal[ be used for al] concrete in the fopowing structures: Cast-in-place Concrete . F5 P92489 03300-9 � , . 5, Type "31�" Portland Cemertt, high early strength conforming to ASTM C750; used far all coRcrete in the following str�act�res: 6. Type "!V" Portiand Cement, low heat af hydration conforming ta ASTM C150, used for all concrete in the follow�ng structures: 7, Type "V".Portland Cement, high sulphate resistance, coniorming io ASTM C150; used for all concrete in the fo[iawing structures: C, FLY ASHIPOZZOLANS: Confarming to ASTM C618, Class "F" fly ash; used in all classes of concrete. A supplier's certificat� of the analysis and composifion of ihe fly ash shalE be supplied. D. ADMIXTURES: Concrete of 3�00 psi or stranger shall contain air-entraining ad�ixtures. When job condi#ions dictate, wa#er-reducing and set-controlling admixt�r�s may be used. O�ly speci�ed admixtures shall be used. Admixkures shall be batched at the batch plant. 1. Air-Entraining Admixfure: Cpnformirig to ASTM C260. The to#al average air conten't shall 6e in accordance with recommendations of ACI 211.1.; 4.5% t�.�% for 1-1/2" maximum size aggr�gate. 2. Water Reducing Admixtures; Confiorming to ASTM C494; Types "A" or "D" on1y; accurately measurEd and added to the mix according fo the manufacturer's recommendations. 3. 5et Retarding Adrr7ix#ures: Conforming to ASTM C494; Types "B" and "D" anly,; accurately measured and added to the mix in according to the manufacturer's recommendations. 4. Water Reducing Admixtures - High Range (HRWR): High Range Water Reducer shall comply with ASTM C494, Type F or G. HRWR shalf be accurately measured in accordance with ihe manufacfurer's recommendatians. HRWR shall be added fo the concrete mix at the concrefe batch plant. HRWR may not be added at piacement site except to redose a batch and on�y after approval Qf the HRWR manufacturer. Tne high range water reducing admixture snall be able to mai�tain the plasticity range for extended periods of time {2 hours if necessary) without a rise in concrete temperature. Type F or G admiactures may be used in all concrete except in Class E concrste, With #he use of these admixtures, slump limi# shall be between 7" and 9" unless otherwise authorized t�y the manufacturer. Other admix#ures rnay only be used with the HRWR if approved by t�e HRWR manufacturer. A representative of the HRWR manufactur�r shall be present during any large placement, placement of slabs, or during times nf unusual circumstance which may require changes to the product formulation. High range water reducing agent shall be Rheobuild by Master Bui�ders, Inc., or Daracem 900 by Grace. 5. Silica ��me: Sifica furr�e mineral admixture shall be MB-SF as mar�ufactured by Master � Builders, fnc., Cleveland, Ohin, ar Force 1�,000 by Grace Construction Products. The J silica fume manufacturer shall p�avide a cer#ifcate of quality sta#ing that tne silica fume , meets the folEowing criteria: � -• Si02 85% (Min.) CI 0.5°fo�M�X,) L.O.I. 4% { ax.} 5ilica fume shall came from the same source #hroughout the proj�ct. Silica fumes shall be added to the mix at a rate of 10a/o of cement content. High range water reducing admixture mus# be used with silica fume. In addition, normai water reducing agenfs may be required prior ta addiiion of HRWR #o tacilitate proper mixing, pEacing, and consolidation o# concrete. ' E. WATER Cast-in-Place Concrete 03300-'�0 �5P9�489 1. Cl�an and tree from injur'iaus amounts o� oil, acid, alkali, sait, organic matter, or other delet�rious svbstances. Water suitable for drinking or for ardinary household �se shall be accepted for use without testing. 2. Water for concrete from shaElow, muddy, or marshy sources shall not be used. 3. When compa�ati�e tests are made with water of known, satisfaciory quality, in accordance with ASTM C94, any indication of unsoundness, marked change in the time of set, or reduction of more than 5% in mortar strengt� shall be causa for rejectian, F. �INE AGGR�GAT� 1. Was�ed and screened natural sands or sands manufactured by crushing stones; confflrming to AS7M C33. The gradation in ASTM C33 for air entrained concrete is: j �`���1f.� ��I�� P�R�E�� ���`A1i��D� F��r��E�JT 1��4����V�::: I 318" � 1�4 � C #4 4-5 S5-1QD � #S 0-20 8Q-100 #'i6 95-5� 50-85 #30 40 - 75 25 - 6U #50 70 - 9a 10 - 30 #'E 00 90 - 98 2- Z 0 2. Fine aggregate shal ha�e not more than 45°/fl retained between any iwo (2) consecutive sieves. Its fineness modulus, as defined in ASTM C125, shall be not less than 2.3 nor more #han 3.1. G. COARSE AGGREGATE 1. Crushed stone or gra�el conforming to ASTM C33, in the gradation size specified. 2. For gradation size num �er 357, the maximurrt aggregate size of 2" is: SIEUE SIZE PERCENT PERCENT SQUAR� OPENING RETAIN�D PASSING 2-112" a � oa 2" 0-5 95-100 1" 30 — fi5 35 — 70 '/x" 70-90 10-30 No. �4 95 —10Q 0 — � 3. For gradation size num �er 467, a maximum aggregate size of i-112" is: SfEV� SIZE PERCENT PERCENT SQUARE OPENING RETAINED PASSING 2° Q 'I OQ 1-1/2" � — 5 95 —100 314" 30 — 65 35 — 70 3/8" 70-9� 14-30 No. 4 95 —100 0— 5 4. For gradatinn size number 5i, the maximum aggregate size of 1" is: S1EV� SIZE PERCENT � PERCENT SQUAR� OPEN[NG RETAIN�D PASSING 1-�12�� � o �aa �" o—� � ss—�aa �i�° 4a — 7� 2� — sa No. � so — � oa o—� a No. s s� — � aa o-� 5. For gradation size number 67, #he maximum aggregate size of 314" is: Cast-in-place Concrete D330�-91 �SP92489 SIEVE SI�� SQUARE Op�NING �„ 314" 318" No. 4 No. 8 P�RCENT RETAINE� 0 0—'�0 45 — 80 90 — '� 0� 95 — 'f 00 PERCENT PASSING 100 9Q —100 20 — 55 10—�� 0-5 B. For gradatian size num�er 8, the maximurr� aggregate size of 3/8" is: 51EVE SIZ� SQUARE OP�NING 1" 3/8" No. 4 No, 8 No. 16 P�RCENT RETAINED 0 0-15 7a — 90 50 —1 DO 95 —100 P�RCENT PASS f NG 100 85 —10a 10-30 0-10 0-5 H. JDINT MATERIALS FOR WAi�R RETAINING STRUC7URES 2 3 4. 5, Pre-molded, resiiient, non-bituminous expansion joint filf�r canfarming to ASTM D1752, Type "I I", in the thickness specified. � Joint sealer conforming ta ASTM D1190. Expansio� joi�t sealant for non-potable water shall be a 2-component, nan-sag, polysulfide-base, elastomeric sealing compound. The materiai shall conform to Federal Specification TT-S-00227E, Type "1�", Class B; insta��ed according to the manufacturer's recorrzmendations. Backing material fqr sealant shall t�e a rod of a diameter and comPosition recomrrzencfed py the sealant manufacturer, Expansion joint sealant for pq#able water shall be a iwo-campone�t, non-sag, palysulfide sealant containing no lead or mercury; conforming to Fed. Spec, 7T-S-00227E, Type "II", Class A; applied according ta the rnanufacturer's specifications. Bac�Cing material for sealant shall be a rod of a diameter and compositinn recommended by the sealant manufacturer. Where surface is to receiue a swept-in grout topping, a 3" wide, 1 mil polyeihylene strip shall be plaeed above the joinf sealant and h�ld in place with 1" wide palyethylene tape spaced at 12" centers (maximum). I. JOINT MATERIALS FOR N�N-WATER RETAINING STRUCTURES: Bituminous-iype, prefarmed, expansian jaint filler; conforming to ASTM D994. J. PVC WATERSTOPS: Joints with waterstops shalf be rnade with a polyvinylchlorid� waterstop incorporating gaEvanized steel wire along both edges; Paul Murphy Plastics Company's Wir�stop, 5" wide; Wirestop Type FR-fi380, for construction joints. Expansion joints shal[ ha�e a 9" wide 3/8" thick, center bulb; Wirestop Type ACR-9380 (Special Profile}; extruded PVC in the size and type specified; conforming to the U.S. Army Carps of Engineers' Waterstop Specification CRD-0572-74. K. STEEL WAT�RSTOPS: Steel waierstaPs shall be 1/4" x 4" sfeel plates. Steel shall be ASTM A36. �'{ates shail be continuous. L. SHEET CURING MA7ERfAL: Conforming to ASTM C179. 1. Waterproof paper 2. Polyethyler�e film 3. W�ite burlap - polyethylene fi�m Cast-in-�lace Goncrete 033D0-12- FSP9�489 M. MEMBRANE CURING COMP�UNDS: Mernbrane curing compound conforming to ABTM C309; having a coforto indicate coverage when applied; non-s#air�ing; applied according to the manufacturer's recommendations. No curing compound shall be used on walis which are tn receive a plaster mix finish. When tesied according to ASTM C156, the curi�g compound shall provicfe a film which has retained, within the s�ecimen, the following percentages of mnisture present when the curing compound was applie�f: 1. At least 97°/a at the end 24 hours 2. At least 95% at the end of three (3} days 3. At least 91 % at the end of seven {7) days. N. BONDING AGENTS: Epoxy resi�s shall be Sika Corp. Silcadur HI-MOD (Sikadur 32). The epoxy shall carry the manufacturer's recammenciation �or the planned application and shall be folfnwed in every detail. Epoxy bonding system shaN conform to ASTM C881. O. SHRINKAGE COMPENSATING GRO!!T 1. Shrinkage compensating grout for grouting of pump, motor, and equipment baseplates or bedp�aies, column baseplates, other miscella�eous baseplates, piping block outs and other uses of grout. Grout shall meet the follawing requiremer�ts, as �eri�ied by independent laboratory tests: � � a. No shrinkage from the time of placement, or expansion after set, under ASTM G827 and CRD-C621-83 (Corps of Er�gineers}, When non-shrink grouts are tested under CRD-C621-83, the grout shall be tested in a fluid state. A fluid state shaA be defined as flowing tnrough a flow cone at a rate of 20 seconds, t five (5) seconds. b. A 2�-hour compressi�e strength in a trowelable mix of not less than 8,d00 psi under ASTM C109, unless otf�erwise specified. c. An initial set time of not less than 45 minutes underASTM C191, 2. Non-Shrink Nan-Metallic Grout: Pre-mixed, non-siaining, non-shrink grout; MasterFlow 713 Grouf by Master Builders, Inc. , 3. Non-si�rink Epoxy Str�ctural Grouts: Furnished in two (2} componenfs from the factory and mixed on the jo� site; conforming to ASTM C579, ASTM C580, and ASTM C827; chemical resistant, water resistant and a minimum se�en (7} day compressive strength of 12,U00 psi;�Sika Corp's Sika Grout Pack or U.B. Grout Corp's Five 5tar E�oxy Graut. 4. Non-Shrink Metaliic Grout: Pre-mixed, factory pacicaged, ferrous aggregate mortar groufing compound; Embeco 636 by Master Builders, Inc., Ferrogrout 939 by Sternsor� Construction Products, or Supreme Plus by Giffard-Nili Chemical Division. P. NORMAL SHRINKAGE GROUT: �One (1} part Portland Cement [Type "71" for exposure to sewage and Type "I" far ot�er app�ications] to three (3} parts of clean, first quality sand; proportioning an a rrofumetrie basis; used for grouting areas as shown on the plans which do not require non-shrink grout. Q. VAPOR BARRIER: Where required, a rrtinimum six (6) mil. thick, natural polyethyler�e film with a permea�ility of nof more ff�an O.t 1 perms, in accordance with ASTM E96. Joints ar splices, where required, shalE ba made wiih minimum 2" wide tape equi�alent to the materia! being joined or spliced. . R. FLOOR HARDEN�R: Hardening agent for exposed concrete floors shall �e dry-shake surface harde�er Master�late 200 by Master Builders, Inc. The standard a�plicatian rate for this prad'uct shall be in accordance with the manufacturer's recommendations. , S. CONCRETE CURING AND SEALING COMPOUND; Where a sealer is necessary, use a concrete sealing and curing compaund. Compound shall be Masterkure GR (Clear} by Master Suifders, Inc. AppEication of this product shall be in accordance with t�e manufacturer's recommendations. Cast-in-Place Concrete 03300-13 FS P92485 T. FINISHING AI�: NOi USED U. F�UN�ATION WATERPROO�ING: Thoroseal Foundatian Coating as manufactured by Thoro Systems Products. �oundation coaiing shall b� �sed only on the e�cterior of concrete wal[s not expased io �iew. V. S7RUGTURAL CONCRE�iE REPAIR MATERIAL: Non-shrink, non-slump, not�-metalli�, quick-setting patching mortar; Sika Corp. Sikatop 123 or Fiue Star Struct�ral Concreie by U. S. Gro�at Corporatian; as appro�ed by the manufact�r�r for each application and applied accordance wit� the manufac#urer's recomrnendations. W. PLAS7ER MIX FINf5H1NG MAT�RIAL: Specified pro�ortion of Acryl 60, Thoroseal, and Thoroseal Plaster Mix manufaetured by Thoro System Products. Color of plaster mix finish shall be chosen by Owner after receipt of colar panels. Standard gray shafl noi be used. X. NON-SLIP FINISH: Aluminum oxide abrasiue grains as follows: AEuminum Aggregate as manufactured by No�ton Company, Worcester, Massachvsetts; Korundum Nan-siip Afumi�um Oxide, Concrete 5ervice Company or equal. Y. ZINC CHROMAT� PRIMER: Aluminum s�rfaces which contact ar are embedded in concrete shall be coated with zinc chrorr�ate primer. Primar shall be ineme-Zir�c. 2.02 OFF SITE, BA7CH PLANT Batch plants shall �e an established concrete batct�ing facility meefing the requirements of the Concrete Pl�nt Standards of the Concrete Plant Mar�ufacturers Bureau. 2.03 ON SITE BAiCH PLAN� A. GENERAI. 1. Batch plan#, storage areas and materials shall meet requiremer�ts defined in the Concrete Plant Standards of the Concrete Plant Manufacturers Bureau. If operated on the ja� site, fhe 6atching plant shal� be located in an area appro�ed by the Dwner. Trie use of completed porfions of a siructure as the site for mixing operations or for storage of materials shall not be permitted. 2. 7he plant shall facilitate the insp�c#ion af aperatians at.aEl times. Suitable facilities shall be pro�ided for obtaining represenfative samples of aggregate from each of the bins or corr�partments for test purposes. 3. Provide separafe bins or compartments for each size or classification of aggregate, and for bulk Partland Cement. The compartments shall be of ample size at�d constructed so that there is no mixing or mingling of the bafching materials during operations. The batching p[ant shall be equipped so that the f[ow of each material into the batcher is automatically stopped when tne designated weight has been r�ached. 4. Aggregates may be weighed in separaie weigh bafchers with indi�idual scales, or c�mulati�ely in ane weigh batcher on ane {1) scale. Bulk Portland Cement shall be weighed on a separate scale in a separate weigh batcher. Wafer may be measured by weight or by �olume, If ineasured by weight, it shall not be weighed cumulatively with anofher ingredient. 5. When aggregafes are weighed cumulati�eiy, the limit for aggrega#e appfies to the total weight in the batcher after each aggregate size has t�een hatched. 6. Batching controls shal� be inferlacked so that the charging mechanism eannot be opened until the scales have returned ta zero. These requirements can be satisfied by a semiautarnatic batching system with interlacking or by an autamatic ba#ching system, 7. D�l9very of materials #rnm the batching equipr�ent sha�l be within the foflowing limits of accuracy: Cast-in-Place Concrete a330Q.14 FSP92489 I.k 2. B. WATER BAiChIER AND ADMIXTURE DISPENSER 3_ C_ WATER BATCHERS C� D. ADMIXTURE �ISPENSER �i Material Percent Cement 1 Water 1 Aggregate 2 Admi�ctures 3 Equipment for batching water and the air-entraining admixture shall be provided at the batching plant. A suitable waier measur�ng de�ice shall be provided which is capable of ineasuring the mixing waterwithin the speeified requirements for each batch. �'he mechanism for delivering water to the mixers shaEl prevenf �eakage from occurring when tha rral�es are closed. The filling ar�d discharge �alves for the water batcher shall be so interlocked ihat t�e discharge �a��e cannot be apened befare the filling �alve is fully closed. A suitable device for measuring and dispensing each admixtufe shall be provided. The device shall be capable of ready adjustment ta permit varying the quantity of admixture to be batched. The dispenser for air entraining admixtures shafl be interlocked with the �atching and discharging operatians of the water so t�at #he batching and discharging of ihe admixture will be automatic. E. MO�STURE CONTRO� The plant shall be capabie of ready adjustment to compensate for the �arying moisture contenis of the aggregate, and to change ihe weights of the batching materials. An electeic moist�re meter shafl be pro�ided for measurement of moisture in the fine aggregate. The sensing ekemenf sha11 be arranged so thai the measurement is made near #he batcher charging gate of the sand bin ar in the sand batcher. F. SCALES Facilities shall provide accurat� measurement and control of materials entering eac� baich of concrete. , Standard test weights and any o#her auxiliary equipment requEred for checking the operating performance of each scale or other measuring device shall be pro�ided. P�riodic tests shali be made ir� the presence of the representative. Upon campletion of each check test and before furkher use of the indicating recording or contral de�ices, adjustments, repairs ar replacements sha[I �e made to secur� satisfactory performance. �ach weighing unit shall include a visibls, springless dial which in�icates the scale load at all stag�s of the we9ghing operation, or a beam scafe witY� a bearri balance indicator which shows the scale balanced at zero load and at any beam setting. `�he indicatar shall have an aver a�d under travel �q�a[ to at least 5% of the capacity of the beam. The weighing equipment shal! be arranged so that the plant operatar can conveni�ntly, observe dials or indicatars. G. RECORDERS 1. An aceurafe recorder or recorders shali produce a graphical or digital record of the scale reading after each of t�e aggregates and cement has been batched, prior to delivery to the mixer and after the batchers ha�e been discharged (returned to zero reference). The weight or volume of water shall also be recorded if batched at a centra� batching plant. 2. Each recorder shall be housed in a lockable cabinet. 3. The charts or tapes shall indicate tt�e different types of mixes used by stamped letiers, numerals, co[ored ink or other suitable means, The charts or tapes shall be marked so that variaiions in batch weights of each type of mix can be readily observed. Cast-i�-Place Concrete FSP92489 03300�15 3.08 CON50LlDATING A. Cornpact each layer of concrete and filush the mortar to the surtace of the forms by continuous-working mechanical �ibratofs. Vibra#ors which opera#e by attachment to forms shalf not be used. Apply #he vibratoT to the concrete immediaiely after deposit. Ma�e �ibrator throughouf #he layer of the newly placed concrete, se�eral inches into the plastic layer befow. Thoraugi�Ey work the concrete arQund the reinforcement, embedded fi�ctures anc! into the corners ar�d angles of fhe fo�s until it is wefl-compacted. B. Mechanical vibrators shall nat be aperated so that they penetrate or disturh previous[y placed layers which are partially se# or hardened. They shall not be used to aid the flow of eoncfete latera�ly. The vibration shall be of sufficient duration ta completely campact and embed reinforcement and fixtur�s, but r�ot to an extenf causing seg�egation. C. Keep vibrators constantly maving in the cnncrete anc! apply �eriically at paints uniformly sPaced, r�ot far#her apart ihan the radius n�er which the vibrator is �isibly effective. The �ibrator shall not be held in one loeation longerthan required to produce a lit�uified appearance on the surface. D. When submerged in concrete, internal �ibrafors shall mainfain a frequency af not less ihan 6,000 impulses per minute for spuds with diameters greater than 5" and 10,000 impulses for smaller spuds. The vibration intensity (arripEitude) shall be sufficient io produce satisfactary consolidat9on. � E. Pravide one (1) vibrator (powered pneumaiically or electrically} far each 1� cubic yards af concrete per hour being place�. Provide at least one (�) vibrator, which may be of the gasaline powered iype, as a standby for each two vibrators in service. To produce satisfactory consolidation, and based upon the observed performance, the �wner's representative may require the use of a farger sized and powered vibratar. F. Check �ibrators intended for reg�lar ser�ice ar standby service befare beginning concreting aperations. � 3.d9 PLACEMEN7 IN WATER A. Deposit concrete in water only when dry conditinns cannot be obtained. The fqrms, cofferdams, or caissor�s shal[ be sufficiently tight io preve�t any water flowing through fhe space where concrete is to be deposited. Pumping of water shall nai be permitted while the concret� is being pEaced, nor until it has set for at leasi 38 hours. B. Carefufly place the concrete compact mass using a trernie, closed boitom-dumping bucket, or another approved me#�od which daes not permit the cpncrete to fa�l through the water withou# protection. The concrete shall not be disturbe� after being deposited. Re�gulate depositing to maintain horizontal surtaces. C. When a tremie is used, it shall cor�sist of a iube cortstructed in sectians having water-tight connec#ions. T�e means flf supporting the tremie shall permit the mavement of the discharge end o�er the entire top surFace of the work, and shall allow fhe tremie to be rapidly lowered to retard the flow. The number of times it is necessary ta shift the location of the tremie shall be held to a minimum far any continuo�s placement af concrete. During the placing of concrete, ke�p the tremie tube full to ti�e �o#tom af the happer. When a batch is c[urnped into dhe hopper, slightly raise the tremie, but not oui of the concrefe at the bottorr�, until the batch discharges ta the le�eE of the bottom of the hopper. Stap the flow by loweri�g the tremie. Continue placing operations unfil the work is corr�pleted. Cast-in-Place Concreie 033a0-�0 F5P92A�88 � D. When concrete is p[aced by means of ihe bottom-dump bucket, the bucket shafl have a capacity o� not less fhan 112 cubic yard. Lower the bucket gradually and carefulfy unfil if rests upon the concrete already placed. Raise it very slowly during the discha�ge travel fo maintain stilf water at the point of disc[�arge and t� a�oid agitating the mixture. 3.10 PLACEMENT IN S�ABS A. A�low concrete in coiurnns, walls and d�ep [�eams or girders to stand for at least one (1) hour to permit full settleme�t from consolidatinn, before conereie is placed for s[abs they are to support. Haunches are considered as part of tha slab and shall be placed integrally with ihem. B. When manolithic slabs are pCaced in strips, tf�e widths of the strips, unle�s otherwise specified or indicated, shall insure that concrete in any one strip is not allawed to lie in place for more than one (1) hour before the adjacent strips are plac�d. C. Immediately before placing concrete, thoroughly dampen the ear#hen cushio� ta receive concrete io prevent moisture absorption from the concrete. D. As soon as concrete placing is complete for a slab section of sufficient width to p�rrnit �nishing operations, level the ao�creie, sirike off, tamp and screed. The screed shall be of a design adaptable to the use intended, shall ha�� provisian for vertical adjustment and shall be sufficientfy rigid to hold true to shape �ur�ng use. E. The initiai strike off shall I�ave the concrete surtace at an elevafion slightly abo�e gracie sa thaf, wt�en consolidation and finishing aperativns are camplefed, ihe surface of the slab is at grade ele�ation. F. Continue tamping and screeding operations until the concrete is properly consolidaied and free of surface �oids. Bring th� surFace to a smooth, frue alignment using longitudinal screeding, floating, belfing, andlor nther methods. G. When us�ed, templates s�all be of a design which permits early removal so satisfactory finishing at and adjacent to the templafe is achieved. H. Whi1e fhe concrete is still plastic, sVaightedge the surtace using a standard 10' m�tal straightedge. Lap each straightedge pass 112 of the preceding �ass. Remo�e high spots and fill depressions with fresh cnRcrete and re-float. Continue #o check with a straightedge during the final finishing operatior�, until the surface is true to grade and free of depressians, high spots, �oids, or rough spots. I. Cheak fhe fi�al surface with a strafghtedge. Ordinates meas�red from the face of fhe s#raightedge to the surtace of #he sfab shail not exce�d 111 fi" per foot from the nearest point of contact. 7he maximum ordinate shal! be 118" p�r 1D'. J. Wh�re fioor drains are shown in slabs and the slope of floor is naf indicated, s�flpe floors to drain on a grade af 1/16" per foot with a maximum total slope af 1-1I4". The fhickness of slab at flaor drain shall be the tnickness of slab, as indicated on the plans. K. Giv� sidewalks a.brush finish. Score sidewai[cs at a spacing equal to the width of the walk and edge on each side using a tool with a radius of approximately 114". L. Clean the surFace of non-skid, non-slip surtaces, where specified, and prepare for spraying, b�ushing or ro[ling with an epoxy cflmpound. Immediately after ap.plying the epoxy, broadcast the aggregate by hand pr rnachine at 1.5 �aunds,per squar� yard. The aggregafe Cast-in-Place Concrete 03300-a1 FSP92489 - may be a prnprietary mixture or aluminum oxide, or silicon earbide, or �oofing gran�les, or silica sand or trap rock passing the #50 sie�e and retained on the #60 sie�e. Adh�re to the manufacturer's recommendations when using proprieiary products, 3.11 PLACEMENT IN FOUNDATIONS Place concrefe in cleep foundations so that segregation of the aggregates or dis�lacement of tne reinforcement is a�aided. Pro�ide suitable chutes or �ertical pipes. When fontings can be placed in dry foundafion pits without the use of cofferdams or caissons, forms may be omitted and the entire exca�ation filled with concrete to the ele�ation of the fop of fooiing. The placing of cancrete hases abave seal courses is permitted after the forrris are free from water and the seal co�rse cleaned. Execute necessary pumping or bailing dc�ring concretir�g fror� a suitable sump focated outside the forms. 3.12 PLACEM�NT IN PIERS A. Start concrete placing with9n eight (S) hours after completion o� drilling and inspection af s�aft. Concrete to be placed in dry pier openings, with or without casings, shall cantain set retarders and water reducing agents. Use air entraining admixture in drilled piers. 8, Concrete placing shall be continuous from the beginning of placing in the bn#tam to the top of shaf� or ta construction joints. Time intervals are allawed for �ibrating or rodding, pulling casing, placing forms and oth�r necessary aperations. �. Place concra#e through a tremie tube io prevent the segregatioR af concrete materials an� unnecessary splashing on the reinforcing steel cage. The tremie shall be in sections to permit the dischargs end to be raised as p�acement progresses. The maxim�m aflowable fall for the concrete from the end of fhe #remie shall be 5'. D. Wherever casing is used, extencf it above the grade of the finished shaft ta pro�Ede excess concrete placement forthe anticipated slump fTom the casing removal. E. Where a cap block or ground�i�e str�# is shown to be placed at the top of the drilled shaft, and the cap or strut is shown fo be placed r�onolithical[y with the drilled shaft, a time interval is allowed for placing the required form and reinforcing after any necessary casing removal. F'. After a placement is completed, c�re the top surFace an�! treat canstruction joint area, as specified. G. ff it is clearly demonstrated that ground water cannot be sealed off because af the nature af the faundation formation, the shaft concrete may be pfaced ti�rough water using the fo[iowing procedures: 1. Cl�an ihe boitom of fhe shaft hole of rn�ad and loase material. Pum� water out immediately ahead of concrete placing to insure that the bottom is in satEsfactory condition. �lowing waier is not permitted. 2. The specifications and procedures for placing concrete underwat�r are as specified abo�e f4r "['lacir�g Concrefe in Water." 3.13 PLAC�MENT 1N INARM, DRY OR WiNDY W�A7HER WITH TYP� "K" CEMENT Use a finishing aid to reduce moisture evaporation from freshly plac�d concrete when it is exposeri tn rapid drying conditians (ie: direct sunlight, low hUmidity, heated i�terior, high wind, etc.). Prepare the solution and apply spray on the plastic cor�crefe immediately after screeding, according to the manufacfurer's instructions. If drying conditions are particu[arly severe, mafce additional applications of finishing and following the �ariaus finishing steps. Cure concrete as s}aecified. Cast-in-Place Concrete ���pp_a� FSP9�489 i 3.14 SLABS; FINISHING A. Finish slabs, platforms and steps mona�ithicaNy and apply the following schedule of finishes: TYPE OF FIN15H LOCATION Wood Float Finish Unless otherwise s�own 5teel Trowel finish Inta[ce tawer ve�ticaE and horizontal wails Brush Finish Inta[ce tower verticaE a�d horizontal walEs �raom or Be[t finish Not Required Nan-Slip Finish Unlass otherwise shawn Rough Finish Tank fEoors tha# receive grout topping and slabs which recei�e additional �oncrete ioppings. ' Grout Finish Areas receiving grout Floor Hardener Not Required B. WO�� FLOAT FINiSH ` Finish surtaces using a wood float to a tru�, even plane with �o cQarse aggregate visible. ln � ti�e initial floating, while the concrete is plastic, use sufficient pressure on the wood f[oat to bring excess moisture to the suriace for remo�al. App�y a final "light float" finist� #q the , surface as fhe cancrefe hardens. The surtace shall ha�e a uniform appearance and shall � meet the straightness requirements. ' C. STEEL TROIIV�L FWfSH ' � � After all surtac� moisture has disappeared, fol�owing the initial wood float finish, st�el trowel ' surtaces to a smooth, e�en, irnpervious finish oi ur�iform smoothness and color, free fr4m ` biemishes, inclucfing trowel marks. D. BRUSH FfNISH Followi�g the st�el #r�wel finish, brush the surtace of the concrete lightly witn a spft-bristfed brush. Keep the brush clean and dip in water fr�queni{y so that it is clean and wet ai all ' times. Limit brushing to necessary glaze removal a�d to �roduce a nan-slip surface. � I E. BROOM OR BELT FiNiSH , Finish using Broom or Burlap Belt shall be in accordance with ACI 301. � � � F. ROUGH FINISH � Tanfc floors and other areas receivir�g grout toppings shall have their concrete surtace left � rough by scr�eding and need not have a smooth finish. � G, GROUT �1N15H �, Grout shafl recei�e a steel troweE finish. H. FLOOR HARDENER 1. Areas and appiication rates for the floor hardener shall be as indicated on the plans. �' 2. Cantractor must obtain field technical assistance from the floor hardener manufaciurer fo ; insure the installation complies with the manufacturer's recomrnendatinns and procedures. Sufficient notice musf be gi�en to the manufacturer's representati�e for the 51�8 VI51t. � � 3. Installation, finishing and curing of the concrete after the application afi the floor hardener � shal! b� in accorclance with the manufacturer'S recommendations, L POWER-MACHINE FINISH [NOT �SED] J. FINISHING fN H07, DRY WEAi"HER Cast�in-P[ace Concrete FSP9�489 0330�-�3 During p�riods of high temperature and/or low numidity, take extreme care in finishing the slabs ta eliminate initial shri�kage cracks. Fol[Qwing ihe i�itial set of eoncrete, but whiie the concrete is siill "green", continue to finish as required to remave shrinkage cracks which may accur. In hot, dry weatf�er, Eceep a cement finisher on the job foilowing narrnal finishing aperations far a sufficient lengfh of time to insure the remo�al of initial shrinkage cracks. 3.15 GRDUT FINISMED FLOQRS A. Grout shall b� normal shrinkage graut, as specified. Prior to the app�ieation of grout, thoroughiy clean flaors of all foreign matter and wet down. After wetting and just prior to grouting, sprinkle lightly with cement to impro�e the bond between the grout and tank bottoms. Blocic grout from entering any sl�adge happer, drain line, etc. Apply grout o�er the floor surfaee of the tanks. Grau#ing shall he according to these specificatians, the recommendations of the equipment man�afacturer and the grout manufac�urer. B. Start grouting a# the walis of the tanks and spiraE iRward toward the center. Per�orm grou#ing in a wnrkmanlike manner so that a fevel floor of tt�e proper grout results and all �oints are equidistant fram the baftom of the mechanism arms. C. �xecufe grouting by power aperaiian af the equipment in the basin {i.e., by motnr turning the ¢necf�anism, not by hand turning of the arms). Make fina[ adjustmEnts to iruss arms of the equi�ment and attach a screed ta the 6ottom both arms far sweeping in tne grout. D. Screeds shall consist of wood planking of proper dimension and lengtf� with boftom praperly bevelecl. Firmly aftach screeds to the bottom of the truss arms to prevent disfocation in the screeding operations. Attach a light gauge meta� (sheet) formed and �ailed ta the wood with butt joints to the bo#tom of wnod screeds. The sheet metal shall serve as a trowe! and prevents the splintering and fraying of the timbers. 3.16 NORMAL SHRINFCAGE GROUTING A. Pr�or to graut application, thorougnly clean the surface of all fareign rrzatter and wet down. Tharaughiy clean the faundation and the forms set in place and �ecurefy anchor, wit� hales or cracks in forms caulked with rags, coiton waste or dry sand mixiure to pre�ent the [oss of grout. The necessary materials and toals shall be on hand before starting grouting operations. Cancrete sha[I be damp when the grout is pour�d, b�t shall not have excess water to dilute the grout. B. After wetting and just prior ta grouting, sprinkle the surface lightly with cement ta improve the bond �etween the grout and the surface. . C. After mixing, quickly and continuously place the grout io a�aid o�enivorking, segregation and breaking dowr� of the initial set. Mix and place the gro�t according to the manufacturer's recommendations. Cure grout using wet curing mefihod far concrete. Grout sf�a11 receive a steel frawel finish. 3.17 VER7ICAL SUR�ACE FINISHES A. �arms for walls, columns and sides of 6eams and girders shaEl be removed as specifieci in Sectian 031�0, CONCRETE FORMWOI�K. Patch, repair, finish and clean concrete after form rerrio�al. Finish concrefe within seven {7) days of form removal, Cure concrete as finishing progresses. B. Air voids, fior all types of finishes, are de�ects and shall he removed by rubbi�g or patching. Cast-in-Place Concrete 03300-24 F5P9�489 C. FINISH SCHEDULE TYPE QF FIN[SH FORM FfN[SHES No Finish Rough Finish Smooth Finish SMOOTH RUBBEp FINISHES PLASTER MIX FINISH LIGHT SAND BLAS7 FINISH ME[]IUM SAND BLaST FINISN LOGATI ON Concrete covered by earth Nane Required Concrete lnlei Walls, Para�ef Wall Canerete Ir�[et Walls, Parapet Walf iVone Required None Required None Required D. NO FINISH: No finish may be used only on surfaces which are not �isible from the ir�side or outside of the completed structure (i.e. back of retaining walls below embankment, etc.). After forms are remo�ed, repair or patch tie hales and defecfs. Oti�erwise, no additional finish is �equired. E. ROIJGH FINISH: Surfaces %r which rough finish is indicated or required shall have tie holes and defec#s �arger than 1/A�" in width or d�pth pafc[�ed or repaired. Remo�e fins flush with t�e acfjacent surtace by rubbing or grinding and dress rough edges. Otherwise, lea�e surfaces with the texture irriparted by the forms. F. SMOOTH FINISH: Unless otherwise shown on the schedule abo�e, provide smoath fo�m finish far concrete surfaces to be exposed to view. Surtaces to receive a rubbed finish snall have a smaoth form finish. The form facing material si�all produce a smooth, ltard, uniform teacture on the concrete. The arrangement of the facing material sha{I be orderiy and syrr�metr�cal with a minimum nurnber of seams. Patch tie holes and defects and remo�e fins flush with the ad�acent surface. � G. SMOOTH RU�3B�D FINISH 1. Rub surfaces with fluted carborundum stone rubbing at ihe proper time in the cortcrete aging process. Rubbing shall remove #orm marks, surtace imperfeetions, and otherwise smooth, shape, or finish the surFace. Proceed with surface rubbings when the forms are. removed. 2. After form removal, perForm necessary pointing. Wi�en the pointing has set sufficiently to permi# rubbing, wet surfaces requirir�g surtace finish and rub surface with a No. 16 Carborundum Stone or an abrasiv� of equal quality. Bring the surface to a paste, fo remove all form marks and projeetions, and to produce a smooth dense surface withaut pits or irregularities. 3. Carefully spread or uniformly brush the material ground to a pasfe averif�e surtace and allow to take a reset. The use of cement or plaster to form a surFace shall not be perm itted. . 4. Prepare a 4' x 8' panel for th� Owner's approval which shows �ow final finished surtaces will appear. This panel shall be used as a guide for judging the workma�ship of surtace firtish. H. PLASTER M1X FINISH 1. Do not apply plaster mix finish when temperature is 40 degrees F or expected to drop below 40 dsgrees F within 24 hours after applicatian. 2. Areas ta receive a p�aster mix finish shall have smooih form finish. Application of the � plaster mix shall he either by trowel and float or by spray gun. SurFace ie�cture fi�ish shall be determined by the Owr�er. Ar�as dasignated to receive this finish shall receive Cast-in-Place Concrete - 0330b-2� F5P92489 a two (2j coat application, as specified and in accordanc� with tne manufacturer's recommendations, Form treatments or curing compounds shall be remo�ed on areas recei�ing a plaster mix finish. Remaval of these trea#mentsl�ompounds shall be in accdrdance witF� the ma�ufacturer's requirements far surface preparation. L.1GHT SAND BLAST FIN15H: Surtaces to receive a light sand b[ast finish shall first recei�e a smooth rubbed finish. 81ast t�e concret� surtace with an abrasive (sand or grit) until the aggregate is in unifarm relief. The d�pth of penetration shall b.e suffcient to remo�e only th� surface mortar. Prepare a 4' x 8' panel for the Qwner's review. Subsequent sand blast finishing shall match the sample panels. J, MEDfUM SAND BLAST FINISH: ireat surfaces to recei�e a me�ium sand blast finish as specifi�d for Light Sand Blast fi�ish, except that the depth of penetration shall be sufficient to remo�e the surface mortar and expase the s�rface of same coarse aggregate. Prepare a 4' x 8' sample panel. K. FORM LINER FWISH: Finish sha11 be as specified in 5ectlon 03100, CONCR�TE FORMWORK. 3.18 IVON-SHRENK GROUT A. Obtain field technicai assistance frorr� the Graut manufacturer, as required, ta insure that grout mixing and instaliation comply with the manufacturer's recammendatinns and procedures. �. Saturate the foundafion for non-shrink grouts 24 hours before insfal[aiion and clear of excess water. Free baseplates ar bedplates ofi oil, grease, laitance and other foreign substances. C. F'lace grout according to the manufacturer's directions so that spaces and cavities below the #ap of fhe baseplates�and bedplates are completely fillsd. Provide forms where structural components of the baseplates or b�dpiaies do not confine the grout. Where necessary and accepta�le under the manufacturer's pracedures, a round head pencif vib�atar, 3I4" maximum diameter rnay be used to consolida#e the grout. D. Ste�l trowel finish the nan-shrink grout wh�re fhe edge of the grout is �xposed to �iew and after the grouf has reached its initial set. Cut off the exposed edges of tne groui at a�45 degree angle to the baseplate, bedplate, member, ❑r piece of equipmen#. E. Wet curing should occur for at least three (3) days, unless specified by manufacturer, with wet rags, wef burlap or paEyethyfene sheets. Keep cloths constantly we# for #he curing cycfe. F. Clean and dry the foundation, baseplate or other surtace of epaxy grouts prior to installation. ❑ry curing is accepfable for epoxy grouts. 3.19 EPDXY NOf�-SHRINK GROUT A. Use �poxy nan-shrink grout under a!I machinery, pumps, equipmenf, and where chemicals are presen# that would abate cementitiaus non-shrink grou#s. �. Mix, install, cure, and finish epoxy grouts according to the manufacturer's reoomr�endations. Install grout in recorr�mended lifts to prevent excess hea#.. 3.20 VAPOR BARRIER Cas#-in-Place Cancre#e 033D0-26 F5 P92489 Gran�lar fill befaw the vapor barrier shall be smoothed and free of pratrusions that might damage or rupture tf�e poly�thyEene �fm. Comple#ely co�er porous fip with film. Lap film noi less than 6" at all joints, with tl�e tap placed in the direction of concrete spreading. Use pressure- sansitive tape at al! laps of �apor barrier. L.ap reinforcement directfy over f�Im before placing concrete, taking precautions to prevent film puncfures, Carefully cut film aeound pipes and wiring outlets, and then apply pressure sensiti�e tape around these prc�trusions to insure maximum barrier effectiveness. 3.21 ALUMINUM OR STEEL IN CONTACT W�TH �R EMB�DD�D IN CONCRETE A. Where aluminurn anchors, aluminum shapes, ar aluminum elecfrical conduits are embedded in concrete, pai�tt afuminum contact�surFaces with zinc chromate primer. Allow the paint to thoroughly dry before placing the alurninum in contact with the concrete, 8. Paint steel or other ferrous metal ta be mounted on ar placed in contact with dry/cured concrete, and coat prior to ir�stallation. 3.22 CURING REQUIREMENTS A. GENERAL: Give careful attention to proper concrete curing. The curing meihods shall �e wet curing, sheet materials �onforming to ASTM C� 71, or membrana curing corr3pound cflnforming to ASTM C309. Membrane curing is nof permitted on surfaces to t�e ru�b�d o� on surtaces to which additional concrete, plasfer mix mo�tar or te�razzo is ta be applied. Sheet curing shall not be permifted when Type "K" cement is used. Unless the curing methad is specified otherwise, select the apprapriate curing rr�ethod. B. L�NGTH OF CURING P�RI�D: C. A"curing day" s}�a[I be any day on which the atmosphe�ic temperaiure taken i� the shade, ar ihe air temp�ra#ure adjacent to the concrete, remains above 50 degrees F for at least 18 hours. D. Cure cancreie for a period of seven (7) conseeutive days. Iri cold weather, when curing may be refarded, e�ctend this period ta se�en {7) "curing days", up fo a limit of 14 consecutive days. �. WET CURING 1. lrr�mediately following the finishing operations, co�er concrete slabs, i�cluding roof slabs, witi� wat cotto� mats or with a temporary co�ering of can�as or b�arlap. Keep thoroughly wet for a period of four (4j curing days after the concrete is placed. The cavering shall be held in direct contact with the concrete. A temporary covering shall be required when the size of slab, size of mats, or ather factors dictate that the mais cannoi be placed immediately aft�r the finishing operations without marring the f9nishing of the slab. 2. Water used for curing shall be free from injurious amounts of oil, acid, a�[cali, sali, or other deleterious substances, 3. Can�as ar burlap co�ering materia[ shall weigh not I�ss than 12 ounces per s�uare yard. Place the sections with a 1ap a# the edges of at least 8". 5aturate cover material with water previous to placing. Keep saturated as long as it remains in p[ace. Us� care in the placing of #he caver materiaE to pre�ent marring the concrete surface. 4. When temporary coverings are used, keep them in place only until the slab has sufificiently hardened so that a cotton mat cavering can be substituted without marring or disturbing the siab finish. Thoro�ghly saturate cotton mais before placing and keep the mats on the slab in a saturat�d condition for a period of at least four {�4} curing days. 5. Curing by flooding ar submerging concrete shall not be permitted. Cast-in-Place Concrete FSP924�89 03300-2Z � F. SHEET CURING: Sheet materials shal! conform to ASTM C971. They shall be in contact witn the enfire concrete surface and applied according to the manufacturer's recommendations. Patch all t�oles. Where pedestrian traffic is unavoidable, pro�ide suitable walkways to proteci tne sheet material. G. MEMBRANE CLJRING 1. Membrane curing shall not be used on surfiaces which receive paini, iloor hardener, or plaster mix finish or other fir�ish which would �e hindered by the use of t�e curing compound. 2. Cover fhe surface of the concrete with a ear�tinuous, uniform, water-imperrneable coating, conforming to ASTM C3Q9 "Liquid Membrane Forrning Compounds for Curing Concrete" a�d apply according to ACI 308. 3. Immediately after the remo�al of the side and end forms, apply a coating to the sides and ends of all concrete. Apply the solution under pressure with a spray nazzle sa that fhe er�tire exposed surtace is compleiely co�ered with a unifarm fiEm. The ra#e of applicatian shall insure complete coverage, but the area co�ered sha�l not exceed 150 square feet per ga�ion of c[aring compound. 4. The caating shall be suffic9ently transparer�t and free of �errnanent color to not resUlt in a pronounced color change from that of the natural eancrete at the conclusion of tf�e curing period. The caating shall, however, contain a dye of cplorstrengtt� to renderthe film dis#inctively �isible on the concrete for a period of at least four (4} hours after applicatian. , 5. After applicatior� and under normaf canditions, the curing compound shail be dry to touch �rithin ane {1) haur and shal� dry thoroughly and compfetely within four (4) hours. Wf�en thoroughly dry, it shall pro�ide a continuous flexible membrane free frorn cracks or pinholes and shall �at disintegrate, checK, pee[, or crack during the required curing period. 6. If the seal is broken during the curing period, immediat�ly repair it wiih additional sealing solution. 3.23 FILLWG 71E HOL�S After ihe tie rads are broken back or removed, tharoughly cEean t�e hofes to rerrio�e grease and loose particles, Patch hoies with str�ctural concrete repair material. After the �olss are completely fdled, strike off flush excess mortar and finish fhe surtace to render the fi[led hole inconspicunus. 3.24 FIELD QUALITY CONTROL; DEFECTIVE W�RK A. If the surface of the concrete is bulged, uneven, or shows honeycarr�bing or form rnarks, which in ihe Engin�er's opinion cannot be r�paired satisfactorily, remo�e and replace the entire seciion. B. The Owner may withhoid payment far any section af concrete which does not meet fhe requirements of these specifications. Witi�held payment shall be based upon the �nit prices �stabiished for cQncrete and reinforcing steel. Payment shall be withheld unti� the unacce�table concrete has been refinished, remaved and replaced or ofherwise brought into conformance with the speciiications. � C. Patch honeycamb and minor defects in all concret� surtaces wifh str�ctural concrete repair material. Cut back each defecti�e area with a pn�umatic chipping tool as deep as the defect ext�nds, but in no case less than 1/2". I'repar� the existing concrete according to the recomrr�endation� of }aatching material manufacturer's. Apply repair material according to fhe manufacturer's recommendations. Firtish the surtace oi the patches to match finish� o� surrounding concrete. Cast-in-Place Concrete 03300-28 FSp9a489 I 'i 3.2� CLEAN AND ADJUST [NOT USED] ' j 3.26 SCHEDULES ,, Submit a schedule to the Owner's represerttati�e which shows the sequence of concrete placements. Unless otherv�ise pro�ided, the following requirernents shall govern the time . i sequence on which construction operations shall be carried. !+ A. Forrns for walls or columns shal[ no# be erected on concrete fnotings until the concrete in the footing has cured fo� at least iwo (2) curing days. Concrete may ha placed in a wall or column as soon as the forms ar�d reinforcing steel placements are approved. � B. Steel beams or %rms and fals�work far superstructures shall nat be erected on conerete substructures until the substructure concrete has cured for at least four (�4} curing days. 1 1 Falsework required for superstr�ctures shall noi �e erecfed until the substructure has cure� for four (4) curing days, and shall not be remo�ed until the superstructure has cured. �ND OF SECTiON �, _ �� � Gast-i�n-Place Concrete F5P9�489 03300»29 � �� ! ' 07920 CAULKING AND 5EALANTS 1.00 GENERAL 1.01 DEFINITz�NS: `' A. Th� term "sealant" or "sealing" shatl refer to exterior joints exposed to weather ,� or interior joints �xposed t� maisture. When "�ealant" i� used in an outside joint in aluzninum or steei frames, "sealant" shatl be required on the inside loint also. `� B. The term "caulk" or'caulking' (calking) shall re%r to interior jpints not normally e�pased to weather or moisture conditions. � 1..02 SUBIVIITTAL: i� A. Submit to Owner's re�resenta#ive manufacturer's literature, spec�f'xcation data, '� and. color chart for all materials proposed for this praject. B. Identi£y their use and location. 1.03 GUARAr]'TEE: The Contractar shall provide #he Inspectar a manufacturer's varitten guarantee on all jaint sealing materials. The manufacturer shall agre� to provide any replacement material free of c�arge to the City. Also, �the Co�ntractor shall provide the Engineer a written warz'anty on all sealed joints. The Contracta:r shall agree to replace any failed joints at na� cost ta tk�e City. Both warranties sha11 be for one year a,fter final acceptance of the campleted work by the Engineer. �.Oa PRODUCTS ' 2.01 SE,ALANTS: As manufactured by Pecora or appraved equal. � A, Concrete-to-Concrete (Harizantal Joint): NR-241 with primer. t� B, Masonry to-Masonry or Co�crete-io-Concreie (Vertica,i): Dynatrol II 2.42 PKYMEKS: Type as manufactlared by manufactwer oisealing or caulking material and � compl�tely compatible with compo�nd. � 2.03 70Il�TT BACK]NG: Rods ar tape in sizes and types as recammended by manufacturer of = i s�aling ar caulking material, and completely compatible with carr�pound. � i Caulking and Sealants FPSU2489 -�- � 0'�9�0 � 3A0 EXECIITION 3 .0 ] GENERAL: A. Work shall b� pErformed by e�perienced machanics skilied in execution of type o�wark required az�d in application af specified materials. B. � Deliver materials to job site in original containers wi�h ma�ufacturer's name and brarxd clearly n�arked thereon. C. When perimeter joints around fra.nn.es that are to be caulked da not ha�e built-ir� stops or other n:ieans to prevent depth o�compound fram exceeding 1/2 inch, pack joint vvith back-up m�terials of cprrect type and to the depth as necessary to provide minimum 3/8" a�nd ma�cimurn �/2" depth ofcompound. D. Materials a.�d methods shall �e as specified herein, unless they are contrary to approved manufacturer's directions or to approved trade practica; or unless Contracfior believes they will not produce a water�ight job whieh he will guarantee as required. Whare any part of these canditions occur, Contractor shall notify Architect in writing, Deviation from procedure speci�ed. will be permitted only upon A�-chitect's ap�roval and providing that work i� guarantEed by Cantractar as specified. E. Tf, prior to beginning work, Contractor do�s not notify Architect in v�rriiing of a�y proposed changes, it wi11 be assumed that he agr�es that materials and methods specified will produce results desired, and that he will furnish requzred guarantee. � 3.02 PREPARATORY WORK: A. Where weather molds, ,staff beads, etc., do not form integral p�.rt of frames to be caulked, but are removable, remove same prior to caulking, execute caulking, replace rnolds, etc., and point. B. Clean a11 joints, etc., that are to be ca�lked or sealed, prior to execut�g wark. 3.03 PRIlVf�NG: When conditians of joints so require, or when t}�es af rnaterials used adjaceni ta joints so require, or vvhen connpound manufacturer's recomrnendatzons so rec�uire, cIean and prime joints before starting caulkin�. E�ecute prirning operatio�s in strict accordance with manu�acturer's directions. Caniking and Sealanfs FPSD�,4S9 079�0 -2- f 3.04 JOINT BACK�NG: Joint backing shall be installed in all joints to receive sealants. Backing shall be sized to requi�e 24% to 50% compresszon upon insertion, and sha11 be placed so that sealant depth is appro�cimat�iy 112 joint�width. In joints not of sufficient depth to allow backing, install bond breaking tape at back of joint. 3.05 APPLICATION: Apply sealant and caulking material under pressure to fll joint compjetel�, ailowing no au pockets or voids. Tool the joi:nt surface to compress the compound inta ihe joint, � 3.06 THRESHQLDS: Place all exterior door thresholds'in a fill bed of sealant during setting procedures. a�� � 3.07 CLEI�NING: Clean adjacent surfaces free of caulking and sealant and clean all work of - other trades that has in any way been soiled by these opera�ions. Finished work shaIl be , left i.� a ne�t and clean coudition. END OF SECTION � ;� - � a� � ,� � : Caull�ing and Sealants FPS02489 -3- 0�924 ,� �r�� �� ���� ����� �������� ����������� �� ��������� � ��� \} i ��������� i ff the certificate hQlder is an ADDITIONAL INSURED, the policy(ies} must be endorsed. A statem�nt I on thls certificafe does not confer rights to the certifcate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVE�, subject to the terms and conditions af the policy, certain palici�s may I require an endorsement. A s#ateme�t on this certificate does no# confer righfis io the certificate holder in lieu of such endorsement(s). , A15CLP�IM�R The Gertificate of Insurance on the re�erse side of this form does not constitute a contract between the issuing ihsurer(s), authorized repres�ntati�e or producer, and the certificate �older, nor daes it affirmati�ely or negatively amend, extend or alter the co�erage affprded by the policies listed thareon. �- • " -. • 'n \ J 1 AcoRn zs-s �7rs�} co��R�cTo� co�����n�c� wi�°b w�����s� con���r�s�►Yio� ��w r f Pursuar�t to V.T.C.A. Labar Code §408.96 {200a), as amendec�, Contractor certifies fhat it � provides workers' compensa#ion insurance co�erage fvr all of its �r�ployees err�ploy�cE on City of Fort Warth Department of �ngineering No.4038 and City of Fort Worth Project Na C�88- '� 0�01�8i00020. CONTRACTOR HIJf►?pPbR�Y & �AQR f� - ��QN�ST .UCYI�iWC ' �APlY. II��. � � By� _ _..:_, ' `� �" � Name:�L�,1� i Gd �. H !�-lVf ���`_'�`� . f P 1 Title: �i" � S � G'I �lt.�C` Date: � — / % ~ � � STATE OF TEXAS § § GOIJNTY �F TARRANT § Before me, the undersigned authority, an this day � prsanally appeared � :���g'S r�a��, known to me to be the person whose name is s�abscribed to the . C foregoin instrum�nt,�and acknow edged to me that he execut�d the sams as the act and d��d ; of �Gr�t3�i?,� �/�'���e�ri �i�� Cd for tf�e purposes and consideratian - therein expresses� and in the capacity therein stated. ' Given Under My Hand an� Seal of Office this �� day of�� , 20 a3 . � �ivt� ��� Notary Pubiic in and for the Stat�bf Texas ; � ;�'��;.,, �1N��►#:':'d����Si y :�;� �-.�:.z �.�r ����r,�s � � � _ �����t:_ 1 � � �44� ' , � ,���'° . r �� �r ,� I .� O �ond F�o. PRF7502768 � TFiE STAT� OF TEXAS COUN TY OF TAI2RANT PERFORMANCE BO1�lD § § § KNOW AT.,L BY TF�SE FRESENTS: That we, (1) HU��'HRE� & MO�tTON COI�j�TRUCTIQN COMT'AIVY. IN�C„ as Principal herein, Colonial American asualty - — - - and {2) R, CnrP+�, �,,,,,�,A„y , a corporatioa ozganized under the laws of ihe State of {3) Marvland , and who is authorized to issue surety bonds in ths State of Texas, Surety herein, aze held and firmly bound unto the City of Fort Worth, a municipal corpotation located in 'I'arrant and Denton Coanties, Texas, Obligee herein, in the sum of ONE HUNDRED .THIRTY-EIGHT THOUSAND FIVE HUNDRED RORTY-TWO AND 20/100.»»....,....,.. Doilars {$13�$.542.Z01 for tha payment of which sum we bind ourselr�es, aur tzeirs, executors, adminisirators, successors and assigns, jointly and severaily, firmly by tl�ese presents. � '� WHEREAS, Principal has entere,cf inm a cez�tain written cnntract with the Dhligee dated the day af , 2A03, a copy of which is auached heretv aad made a parr hereoF �or aI! purposes, for the construction of �'RENCH LAf�E DAM REHABILITAT��N � ' :�,� , � ` NOW, TH�REFOR�, the condidon of this obligatian is snch, if the said Principal shali faithfuily perform the work in accordanee with the �pt�ns, speeifieations, and contract documents and shall fuIly indemnify and hold haruiless the Obligee from ali costs and damages which ObIigee may suf�er by reason of Principal's default, and reimburse and repay Obiigee for all ontlay an�i expen.se tFiat Ohligee may incur i� making good s�ch default, then tl�is obligation shail be void; otherwise, to remain in Cull force and effect. PRQVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government Code, as amended, and aI1 liabilities an this bond shall 6e determined in accordance with the provisions of such statvte, tn the same extent as if it were copied at length herein. IN W1TN�SS Wf�REOF, the duly authorized representatives of the Pri�scipal and the S�ety h��e executed this instrument � r = . �.. SIGNED and SEAL�D khis day of ATT�ST: (Princi al) cretary � {SEAI.) Witness as to Principai ATTEST: Secretary {S E A L.) . ' a 1�. �.3� � �l _� WI �5S &S $LlCe�j , , 2003. bUMPHREY & IViORiO ,�61��UC�IOfV �OJ��AWY, �NC. PRINCIF' ��� � � ---. � a By� � _-- " � , j a j'� Name: �_lJ f C� �, Y1 F' � � T�tle: �I�� � � Gl -� 1�- Adc�ress: PO BOX 8057 F�Ri WORib. 'T� 769�4 � COLQNIAL AMERICAN CASUALTY � & SURE'FY COMPANY � SURETY • � By: � R �Q � . � Name: �yl� w. sw�ney Attvrney in Faci ACldl'eSS: I2222 Merit Drive. Suita 700 DalIas, Texas 7251 TBlephone Numbe�: 9•72-70I-9254 NOi�: �(1 } Correct name of Principai (Contraciarj. � � _ {2) Correct name of Surefy. ' ' (3) State of incorporation of Surety � Telephone number of s�ety mUst be stated. in additiorr, an original copy of Power o€ Attorney shaU be attached to Bond by the Auaxney-in-Fact. . The date of bond shall nat be prior to date of Contract. �l :I � , � :. . .l , I� � - • .' if - � r .L - Bond No, r��7saz��s THE STATE QFTEXAS COUNTY OF TARItANT § � � xrrow �,L sY Tx�s� ��s�rrrs: That v�e, (2} �TJMPHREY & MORTON CONSTRUCTION COMPANY. iN['r, as Principal hereXr�, Golonial Amencan Casualry and (2) &�Lrety C"_n�nany , a cotporatioa organized and existing under the laws of the State of (3) Marvland , as surety, are held and iirmly bound aQto the City af Fart Worth, a municipal corporation located ir� Tazrant and Denton Covnties, Texas, Obligee herein, in the amount o£ ONE HUNDRED THIRTY-EIGHT THOUSAND �'IYE HUNDRED FORT'Y-TWO A1�ID 201100..........,.«... DoLlazs ($138.�42.2Q} for the payment whcreof, tl;e said Principal and Sr�rety bind themselves and their heirs, executors, administrators, successars and assigns, jointly and severaily, firmly by these presents: •� f WH�REAS, the Principai k�as enterad into a certain written contract witt� the ObZigee dated the day af , 2Q03, which contract is hereby referred to and made a part hereof as if fuliy and to the same exteni as if copied at length, �or the foliowing proje,�t: FRENCH I�AK� DAM REHABII.iTATIQN _ NOW, THEREFQRE, TH� C�NDITION OF THIS OBLIGATTON IS SUCH, that if the said Principal shal! faithfully maka payment to eac6 and every claimant (as defined in Chaptex 2253, Texas Cnvernment Code, as amended) snpplying labor or materials in the prosecution of the work under the eontract, then fhis odliga�ion shall be void; otherwise, to remain in full force and effect. PRQVID�D, I�OWEiiER, titiat this bond is exeeuted pursuapt to Chagter 2?,.53 of the Texas Government Code, as amended, and all liahilities on this bond shaII be determined in accordan�e with the provisions of said statute, to ths same extent as if it were copied at length herein. FAYMENT BOND I TN Wl"1'NESS WHER�DF, the duly autharized representatives of the PrincipaI and the 5urety have executed this instrument. i• SIGNLD and SEAI.ED this day of v __, �003. t� ` .. I ATTEST: � c�� (Prinoi�af) ecretary � (SEALj � � � . Witrtess as to Principal ATTEST: 1� : . � � Secretary {SEAL) 1� ������ , Wii ess as tv rety HUMPHR�Y & lUYORYON .�@N ��UCiJO OiUl�N�►Y.I{VC. PRI�iPA[, -� ��"� � �; w � . , , " ,�F Name�[ ,U.,1� 1l� �� � TitEe: �re � i �iP'�1;� Address: PO �OX BD�� ��Ri W�R'�W, iX 7G12� COLONIAL AMERIGAN CASUA�,TY & SUAETY COMPANY suR�nr By: � � . �/ 4 Name: xyle w. sweeney . Attorr�ey in Fact Address: 1Z222 Merit Drive, Suite 7Q0 Ballas, T�as 75251 Telephone Number: 9�2-�p1-92s4 � NOTE: (1) Correct name af Principal(Gontractor). . (4) Correct �ame of �urety. � � . (5) State of incotporati�n of 5urety � .- Telephone r�umber nf surety rnust 6e stated. In, addition, ari original copy of Power of Attnrney sha116e ; f:� . attached tv Sond by the Attarney-in-Fact. � 1�. The cfate of bnnd shaf! r�ot be prior ta date of Contract. I11�PORTAI�T NOTICE To obtain information or make a complaint. You may cantact #he Texas Department of Insurance to obtain information on companies, caverages, rights or complaints at: 1-SOQ-252-3439 Yvu may write the Texas Department af Insurance at: P.4. Box 1491Q4 Austin, Texas 75714-91Q4 Fa7c # (512) 475-�771 PRENiIUIVi OR CLAIIi+� D�SPUTES ,f The address oi the surety campany making this bond to which any notice of claim should be sent may be obtained by calling the Texas Department of Insuranc� at the above number. 5hould you have a dispute concerning your premium or about a claim, you should contact the agen# or th� company firs#. If the dispute is not resolved, you may cantact the Texas Department of Insurance. ATTACH THIS �fi�TICE TO i�QUR BQ1�D This notice is for information only and does not become a pax� or condition of the attached document. This notice is given to comply with Section 2253.Q48, Texas Government Cnde and Section 53.202, Texas Property Code effective September 1, 2001. Bond Na. �RF7502768 14AAINiEAIANC� BOP]D THE STATE OF TEXAS § . § �� COl1NTY �F TARRAfVT § I �r �. �: �� .f ' KNOW ALL BY THESE PR�SENTS: ' That HUMPHR�Y & 141i��t�'ON COi�SiRUCTION CQMPANY. IfV�C.("Contracto�'), as principaE, � ant� C& Sur ��mu��;'v asualty ����� . a corpor�tion organized under the iaws o# ths 5tate of Marvland .�"Surety"j, da hereb� acknawledge themseives to be held artd bound to �ay unto the City of '� Fart Worth, a M�nicipal Corporation chartered by virtue ot Canstitution and laws of tha State of Texas, (°Cit�'y in Tarrant County, Texas, the sum pf OT�� FIUN9R�� iHIRiY��1GFl� �H�IJSA[�� �IV� HUW�R�D FORiYnYW� �eWD 20/�00 ................. Dollars ($138,�42.2a), €awfui maney of the United States, #or payment o� which sum well and truly be made unto said City and its successors, said. Contractor and Surety do hereby bind themselves, tF�eir heirs, executors, administratars, assigns and successors, jointly and se�erally. � This obligation is canc#itioned, however, that: WHEREAS, said Contractor has ihis day entered into a written Contracf wfth the C�ty of Fort �_ Worth, dated the _� af _ ,��3, a co}�y of which is hereto attached and made a part hereof, for the performance af the following describsd public im�rovements:. • . �Ft�f��H �AFt� DA�II F��HA�ILiiAiION � �� the same being referred to hereir� and in said contract as tf�e Work and being designated as project -� number(s) C188-08018�700020 and said contract, including all of the s}aecifiications, conditions, addenda, change arders and written instruments referred to thereirr as Con#ract Doeuments being � inco�porated herein and beirig made a part hereof; and, .. � � WHEREAS, ir� said Contract, Contractnr binds itself to use such materials and to so construct . the work tha# it will remain in good repair and candition for and during a period of after the date of th� . � final aceep#ance af the work by tF�e City; and �. � WHEREAS, said Con#ractor binds itself to maintain safd wark in good repair ancf L�� . condition for said term of iwo f2) ►rears; and � C: : WHEREAS, said Contractor binds itself to repair or reconstruct the Work in whole ar 9n . �:: part at any time wifihin said period, if in the opPnion af t�e Director of th� City af Fort Worth . �� Departmen# of �ngineering, it be necessary; and, O ,I� . � WHER�AS, said Contractor bincis itself, upon receiving notice of the Reed therefore to repair or reconstruct said Wark as herein provided. NOW THER�FOR�, if said Contractnr shall keep and per�arm its said agreement to maintain, repair or reconstruct said Wark in accnrdance with all th� terms and canditinns of said Cor�tract, these presents shall be null and void, and have no force or efFect. Otherwise, this Band shall be and remain in full force and effect, ar�d the City shall have and recover from Contractor and Sur�ty damage� in the premises as prescribed by said Contract, This obligation shall be a continuing one and successive recoveri�s may b� had hereon far successi�ve breaches unti� the full ar�ount �ereof is exhausted. TN WITNESS WHEREOF, this instrument is executed in 6 eounierparts, each of whieh staall be deemed an original, this day of __, A.D. 2003. ATTEST: � � HUM�HR�Y � MORiOh� � COi�STRUCTIOW CD�P/�NY. IWC. - ,E"ontractor � � � '� N�ame: �Q. !� i �� / i Title: �Y` � � I - . (5 E A L) Secretary � �� U ATTEST: (S�AL) Secr�tary � COLONIAL AMER[CAN CASUAI,TY & SURETY COMPANY � Surety , By: J �' � N�me: Kyle W. Sw�eneY � Tltle: Attornery-in-Fact 12222 Mcrit Drive, Suite 700 Dallas, Texas 75251 Address :i ;-� F'ower of Attorney FID�LITY AF6A D�POSIT CDNYPAPlY OF 19AARYLAf�D � COLONI,�L AM�RICAId CASIJAL'�Y AN� SUR�TY COM�AFVY � HOME OFFICES: P.�. BOX 722]', SALTINiORE, Ml7 21207-1227 1 Know ALL MEN BY TIiESE PRESENTS: That the Fl�EL1TY ANi] b�Pq5I'� COMPANY OF' NfARYLANb, and the CQLONIAL AMERICAN I CASUALTY AND SURE1'Y CQMPANY, corporations of th� State of IViaryland, by W. S. WALBRECI�ER, Vice-President, and 'T_ E. SMITH, Assistant Secretary, in pursuance of authority granted by Article VI, 5ectioq 2, nf the By-Laws af said Campanies, which are Set forih on the reverse side irereoF and are hereby certified to be in futl force and effect on the date herenf, daes hereby nominate, constit�te and appoint Charles D. Sweeney, Bobby E. Mayo, ' I Ta�nara E, Murray and Kyle W. Swe�eney, all of Forth WorEh, Texas, EACH iis true and lawful agent and Attornay-in-Fact, to make, execute, seal and deliver, for, and an its behalf as surety, and as its act and deed: any and all bonds and undertakings EXCEPT bonds o� behalf of lndeper�dent Executors, Community 5iuvi�nrs �nd Commumity Guardians; and the executian o such 6onds or undertakings in pursuance of these presents, shall be as binding upon said Companies, as fulky and amply, to all intenis and�ses, as if'th been duly executed and acknowledged 6y Ehe regularly ' j elected officers of the respective Campanies at thcir o1'fices in Baltimore, Md ir own pro ons. This pawer of attorney revokes that issued on behalf ; of Charles D. Sweeney, etal, dated 7uly 24, 1997. �� � The said Assistant 5ecretary does herehy certify lhat the extract set � the reve��I�reof is a true copy of Arlicle VI, Section 2, of the respective By-Laws of said Companies, and is naw in force, ° 1N WITNESS WHEREOF, the said Vice-President and Assisia ary have h su6scribed their names and afiixed the Corporate 8eals of the said �IDELiTY ANB �EPOSIT COiVIP,hNY OF MAR�'LAND an L�N1A CAN CASUALTY AND SURETY CQMPANY, this ] lth day of Fehruary, A.p. 1998. � � ATCESS: FIDELITY �.� f SFAI..� �. - '��.�' T. E. Smi[I� � , PO$IT C(?��tIYY OF MARYLAND �v �$Y. Se H': B. Walbreclrer i�ice-1'resident ALTY AND 5URETY COMPtiNY 4 ;SEALi9€ 1. ,,,,,,� ��•, �., �� �� T. E. Smt11a ,� tant 5ecretary ��State of Maryland ss: � County of Ballimore sy: ( �c)a16�e.G.c� W. B. 1R'nlbrecfTer Nrce-President On this l lth day of Fe6ruary. A.D. 1998. 6efore the sobscriber, a Nntary Pu61ic of the State af Maryland, duiy commissioned and qualified, came W. B. WALBRECHER, Vice-President and T. E. 5MITH. Assislanl 5ecretary of the FIUELII'Y AND DGP051'f COiVIFANY oF MARYLAND and the CQLONIAL AMEKICAN CASUALTY AiVD SURETY COMPANY. to me personally known to be Ehe individuals �nd nfficers desetihed in and whn executed Ihe preceding instrument. and #hey each acknawledged the execuiion a�i'the same, and being by me duly swam, severally and cach far himself depaseth and saith, that they are the said nificers of the Companies aforesaid, and that thc sea[s affixed to the preceding instrument are thc Corporate Scals of said Compani�s, and that the said Cprporate Seals and their signatures as such oilicers were duly affixed and subscribed to the said instrument by the authority and direction o1'thc said Corparations. IN TESTEMONY WHEftCOF, E have hereunto sct my hand and afrxed my Oflicial Seal thc day and year fcrst abova writtan. �°`a F,y� �-�* �.M. � / s �'arol J, F er Nalary Pr+61ic �LO'� M Com sion Expires: August l, 200U CERTIFiCATE 1, the undersigned, Assistant Secretary of the F[bELITY AN� UC�1'0517' COMPANY OF MARYI.AND and the COI.ONIAL AMERICAN CA5UAL�Y AND SURETY CDMPANY, do hereby certify tha! the original Pvwer of Attomey of which the foregoing is a full, true and correct cvpy, is in fu11 furcc and effect on !he date oF this eerlificate; and I do further certity that ihe Vice-President who executed the said Power of Attorney was ane nF the additional Vice-�'residents specially authorized 6y the 6oard of Pircctors to appoint any Attorney-io-Fact as provided in Article VT, Sectian 2, of thc respective By-l.aws of the F[�ELITY AND L]EPO5iT COMPANY �F MARYLAND and the CDLONIAL AMEIt1CAN CA5LIAE.TY AND SURETY COMPANY. This Pawer oF Attomey and Cerlificate may be signed by iacsimile under and by authoriry af the following resolution af the Bqard of Directors of the FIDELITY AND I3EP031T COMPAi�€Y OF MARYLANP at a meeting duly calEed and held on Ehe I Oth day of May, 199D and of the 8oard of DirecEars of lhe COLONIAL A�IERICAN CASUALTY AtdD SU}tE7'Y CDMPA�VY at a meeting duly celled antl hcld on the Sth day of May, 1994. RE50LVED: "That the facsimile or mect►anically reproduced seal of the company and facsimile ar mcchanically reproduced signature of any V ice-President, 5ecreEary, or Assistant Secretary of the Cvmpany, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power af atEorney issued by the Campany, shall bc valid and 6inding upon the Company w9th the same force a�id eFfcet as though ntanually affixed." IN TESTIMDNY W�I�REOF; 1 have hereunto subscri6cd my namc and affixed thE corporate seals of the said Carnpanies, this � i �I day of . . ��r �J Rssislanl SecreiUry IIfLf��:II[�:��#:3�a 6. Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sale negligence. In addition, Cantractor ca�enants and agrees to indezrinify, hold harmless and deFend, at its own expense, the Own�r, its officers, servants and employees, from and against any and all cIa'rms or suits for propezty loss, property damage, personal i�►jury, including death, arising out af, or alleged to arise out of, the work and services to he performed hereunder by Contractor, its aificers, agents, employees, subcontracCors, licensees or invitees, whether or not anv such in urv, damaQe or deat� is caused. in whole or in nart, bv the ne�licence or a11e �,�d ne �i�ence of Owner its of�cers, servants, ar emnlovees. Contractor likewise covenants and agrees to indemnify an�hold harmless the (�wner From and against any and all injuzies to Owner's of�cers, servants and employees and any dainag�, loss or destruction to property of khe Owner arising from the performance of any of the terms and conditions of this contract. whether nr not anv sueh iniury or dama�e is caused in whole nr in nairt bv Ehe ne�li�ence or a1le�ed negligence of Owner, its ot�icers, servar�ts or emnlovees. Tn the e�ent Owner receives a written claim for dama�es against the C�ntractor or its subco�tractors ;� prior to final payment, final payment shall not be made untii Contractor either (a) submits to Owner satisfactory evidence that the elaim has heen settled and/or a reIease from the claimant invalved, or (6) provides Owner with letter from Contractor's liability insurance carrier thal the claim has been referred to th� insurance carrier. The Directnr may, if he deems it appropriate, refuse to aecept bids on other City nf �ort Worth pnblic work frorti a Contractar against whom a claim f.or damages is outstanding as a result of work perfarrr�ed under a City Contract. 7. The Contractor agrees, on the executian of this Contract, and before beginning work, to rnake, execute and deiiver to said City of Fort Worth goad and sufficient surecy bonds for the faithful perfQrmance of the terr�s and stipuIations o� the contract, including the exhibit attached hereto and made a part hareof and such bonds shall be 1 QQ percent of the total contract price, and the said sure[y shall be a surety company duly and legally authorizeci to do business in the State of Texas, and acceptable to the City Council of the City of Fort Worth. E:� Said City agrees and b'rnds itself to pay, and the said Contractor agrees to receive, for a11 of the afaresaid work, and for all additions therato or deductions tiierefrcam, the priee shown o� the proposal submStted by the successful bidder hereto attached and n-►ade a pari hereoi. It is fiuther agreed tl�at the perforFnance of tl�is Cantract, either in whoie or in parE, sha11 not be sublet or assigned to anyone else by said Contractor without the written consent of the Department of Engineering Director nf said City of Fart ViTorth. 10. The Contractar agrees to pay at least the minimum wag� per hour for ail labor as the same is classified, pramulgated aod set out 6y the City of Fort VVorth, Texas, a copy of which is attached hereto and made a part hereof i_he same as if it were copied v�rbatim herein. 11. ;: a.s mutually apreed anci understood that this agreement is mada and entered into by the parties hereco with refezeoce to the existing Charter and Ordinances of tl�e City of Fort Worth and the laws af the State of Texas xNith reference to and governing all matters affecting this Contract, and the Contractor agrees to fully comply with all the pra�isions of the same. � P�I�t�" �i � ��hl�TF���T[�N PLAi�� f----- - - � �' � - � � , � ,`' � �' I� � ,� I I � I PROJECT No. c i �s /o�01 �S�000�o DEPARTMENT �F El�IGINE�R�NG N4. FILE N0. � KENNETH BARR . MAYOR � GARY JACKSON CITY MANAGER � ' A. D�UGLAS RADEMAKER, P.E. O � DIRECTOR, DEPARTMENT OF ENGiNEERING � � � � � DALE � FZSSELER, P,E. �N DIRECTOR, WATER DEPARTMENT �j o a ��� R�BERT D. GU�DE, P.E, j=g�a DIR�CTOR, DEPARTMENT OF TRANSPDRTATIaN �A„�� AND PUBLIC WDRKS DEPARTMENT �=�ac u�mv „��N4 . ` OV f���� {v��_ !�# V '6d = vi204 ��,�� �o'Q ���mw r��"�`� . , -- � ���� �1 � � ��� .���� � ��11. �i� �� ■� � _� � � � `� I� I� � � � IIII _ � � � - ��PA�'���1�� �� �1�GI1l��E�II�G % � ' � N � �, � % � � � � 6 s -� ���� �� 111� � �.u..t., � �- � � _ 200�� 4p00` �^ (�� , �=z000� i �DI51'05AL LOCA710iV 0� �R�DG�� SILT MATERIAL � FR�E�E � M[CHOLS - - FPS02489 A. GOUCLAS RAOEMAKE�R�d P.E. AIRELI'OR. OEPhRTtAENT UF ENqNEENINR GEOFiGE Q�HMANESH P.E. .�s5islAirr qREL'�/rwaysrar�noH nHo rueue waexs oeruerMeMr 5. FRANK CRUMB. 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THE CONTRACTaR �EAY OP7 7a CQNSTRUCT A LARGER OR S�IALLER COFFERbAM OR NONE A7 ALL. REGAR�LE55, ALL RISKS ASSOCIA7ED WITH FLOO�ING DF THE CONSTRUCTION SiTE F'OR TkE OURATION DF TME PROJECT IS TH� CON7RACT�R'S RESP�NSIBIL�TY. 3 1 � � o 0 � � Y p . o� J j � Fp^ . 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ELEV. 798.0 � CU70FF COLLARS TO BE REMOVE � �_ � � PIPE HANDRAIL o ' ; i I_ I� � I �� ` �.'� _ TRAINING WALL � i �. ` ' :� ` �' I , i \ _ �� � � :-. ---,----_--------------------�_______ � � � : : ._ � ' � ` `-'---- �--�--------------- - ---'------- --------^-�W�.Y"_�_---------_'-_"_------'--,»�---------_�'..�x..,�-----'------�----------^--__'----------- p-- °� �C���;-; — — —�._._. �. �. — --. ..:"}=_�1 �. - : ---------_---.__--------__--------_,__-_-------. �-------__--------.., ------_-` ---___-_�,r� �� � 3 — -- -- — — — -- -- — — J � � ,12� � GATE VALVE . � �� � �. `��� _ - . , . , .. . `� � � 1 - �rnrt � � .� i4 ;ELEV. 794.0 � " •':' ' �' : • +��. • . � `� ��� ,. i; ,.t�.j . a Sfl'x5' ftEINFORCED CONCRETE CON�UIT I �. 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AT P.. ri � . _ ..._..�, . �. .�, ,,._. � : w ERST{} - >,i . .. � - Fan� ' _ . EX[STING SPILLWAY TO BE REMqVEp ' '"" " " " ' �on� . . . .. . . . . � o? 1.Q0' ' r ��/,c�'.ci�'�.c�.21�/,� , ' �2' .RIPRAP .��1��_ ,, ; � � 4 ,� � 9" GRAVEL � _ ... _ ... �o��� � 3.Q0' � SPILLWAY SEC710N �� Ui�qIST RBED MATERiAL Nz�L � � � ��n� n� � `�oo� I I � Ic�Sam� a�n� Oote: Feh 43. 2003 - 11:t7om 15'.00� llser: ies Je: N:\WR\CV�-ORM�T-SpIL.OWG � � �/gx=' ��Ow rn n m v� � � o o � z a � � � � a � a � � � � � � Q a6o�� �' 4 0 i 4 � ' z p � � � m o0 � �� � .o�V N o c,,, oq t a ��a.. w� - c- d mcH ._.# ooH mvw � �- c, �� �' � rc d zl �io- 5 iEEi . � SEO. � f . � 1� r 1z� .� � � � � FiLTER ORAIN, 4"� PERFORATED � . PVC AIPE W/ 1 J�" CRA1�L Wf2APPED IN FILTER FA6RIC � � �i 0 0 a C �N O� W �"�K � •. a Nm �yF 0.' i�o� �: � b' o ��� V J �f1 }N�m a u � a^ Y C�mfIN niW� f�� .. �/^ w n3 � 7 i"� w 1�oU _�N� W YNpl.�l �^W ����a Y��M � date: Feb 11, 2003 - 11:OAam za•—o- 5�-0" - 1��-0' -- 5 -0" - 12' 10'x5" BOX CVLVERT I � I I l I I I I � � I i I 3 - --�--------------------�---�- -- � ! �_�� I I i � r�P OF 1Nbi i 748_5 V I �[� 788, � i 17¢'0 GALV, Sl'fl. PIPE HANORAiL CpIVCRETE SLA9 w O N � � � N# T � � , � � r KEY (SELpW) --- �' � % I ----------___ _-------------1 � � ,=r � �----_--__-------------------------------� � � �, , � PLAN � 3�B�T1.��. 0 i 0 N , � � 'v� 0 �� � 0 i i� R Q � � NOTE: 1'FfE FRCING FOR 7HE HEApWAI,L ANp 4ylNGWALLS SHALL HAVE A FORMLINER FINISH. THE FORMLIMER 5HALL 9E 'RAN�OA1 LfMESTONE" PATTERN BY CaBBLECRETE INTERNA710NAL. User: iea File: N:\WR\C4—Fi1W—PS—CULVOI.RWG i� --� I N io � [V � 12" 2U'-0" 12" - - e'-o" Max. {1vP) � - ��2�� �i�l.V� S�. PIP� HANDRAIL. TQP OF WALL ELEV. 798.5 HANORAIL NOT SHOWN FOR Cl.AR1TY� � � w ¢ i `� z i dw •- x � � «#`;��1, `� �+4,}'y•' 3�i•p;,..�1 / • . M� �pj���:N �:E �/W: _�k M�Cf� �l'"� . "+[: y�� Ii��l = �:�� , i ha�� � � �HANbRAIL N�7 SHOWN FflR CLARITY iD��U, A�D'L. #5 BARS, E.F. +\ r— -------------- 1 � � `- ��5 9ARS � t2" C/C, �' f,W. & E.F. p5 SpRS � 12� C/C, ' � � E.W. ac E.F. .� 1 � FILTER �RAIN, � a I I 4"m PERFDRA7E� PVC �." i 1 I ?IPE W/ 1J�" GRAVfL �y5 �44L5. � 12 �� � I �y5y p1ML5. � ;: ' 12" . 12' C/C. E.F. + - 12� C/C. E.F. ' 1YHAppED IN FILTER � ` I ' 788.0 � � ,��' fA9iiIG ;��:�: � �� I �' °�_ =�� ' - _ - — �r - �+ I�•� I' -. .. . _ . . . _ •:.11. �. . - .. . ; .''.: a, �{5 BARS � 12' C/C, \� � TOP k 80TT. '�$ BARS � fi� C C, " 5 BARS � 12''C C, N ':. � �5 BARS � 6" C/C. � i� / � / f�5 BARS � 12" C/C TOP de BOTT. T�P k BOTT. TdF de BOiT. #5 BARS � 6" C/C KEY Ai WEADWALL (BEYQND) 2'-0' t2' 24'-0` � s�cr�oN � 3�8.=�,��� 12'-0" � 0 0 i� in Y � 4" 12" ]0�-4" 1_,2" 4" - - � #5 BARS O 12" C/C 1 - ' -• - �E' �;�•;..'�::' ... • � ;"# "- �5 6AR5 � b" C/C � ;:�.' ��r5 BAR5 � 72" C/C �5 6AR5 � 6" C/C . :� �. � � � � �_ �a$.a �: :1 �_�.y.: • ..�: , s. �� . . �..1<: ...��'� .•��5 8AR5 � 6` C/C �#5 RAR� O 12" C/G 12"�'-4" I'-4�_12" 14'�g" � SECTfON � 3/8"=1'-0" i N a O "� � N� ��6n � IIJ d � S W �3� �� - -�—Lm Z O Q � J Z m � Q z� x � W Q� � � I m � � c� J � L.I..I � o �zr� q � Z ,� w J Q U � �Z I � = C1. U Z W � � m p J O � C7 � � a N o � 4 a � Q � e a � .� a�o�� M � �� a � � � , � - L Op C .� N � V N O L,f, O �n C�ti •- c o ���. _- �, o� NLq --�� q m°a`« J^ � N s � � _ �a SHEET �'` V SEQ, 6 -- + � — . -- 14•-0" � z• � �'-u" i � ' T __ � ` - �- �F 9 0 2 __+p�,- — ^ N - - �! �� ^ � -- N ■ � � � z' i z', 3�" 7HICK GALVANIZED � 57E�L BASE PI.ATE. FA57EN . W/�" 55 At�CHOR BOLTS - (TYP) � iv J rz � � N I �� �J�" GALVAN1ZEd PIP = we�oEo ar n� � JOINTS (TYP) � I I � i � 2 a — I _ — j � � � I ■ ' � � i . � I i � ! k , ■ i ' � �N � � _ � � I �z" id'x8' REINFORCED CQNCRETE CONOUIT n IN7AKE STRUCTURE P�AN .L 3�8��1 -�� 14'-0� 4._�. s � . ` � � � . . . . � i v � ] . q " - .� n I NPICAL n CORN�R R�[NFORGING � �/�"=�'-o- , / � 12" 12" 0 72" / ` 12' 3 -� � � � � � �� ^1� . I � � � ELEV. 798. i � , { � _i �' ELEV. 798.0 \ � ` /�j{5 BARS O 12" C/C, \ �� E.W., E.F. i �5 BARS � 12" G/C, ` n _� � ' ' , . r T E.W.� E.F. � �' � � � ' � �y5 BARS � 1 �' C/C, ' � E.W.. E.F_ � �-----�---- '--i.�-_- - . N _... ti.� , �I ._ _ .� 12"tb GAFE VALVE � - - . . . „ � ;t' o a, ��, Pr ELEV. 794.0 � � 10'x5' REINFqRCED �v \ Q � .� � � ' � CONCRETE CQN�l11T � 1 \ a - I' . ° � ! � _ � O o r �5 UWLS. � 12" C/C, E.F. � ELEV. 788.3t S' in �� � e �y � � F.e OP k 90Ti c' � _� �� � S�OPE 0.5 % � � �-ELEV. 768: D� — �, . . , � . a�� . l.l : . fi � • . -� � i'._ °�p: � ''' • :r �P �r ' N �: . ��� I . _ - . _ . �r . �a p + '6. - �' p� - �.� , r ' .! ; � NZ ga? � .'_ . , � p ..' e, P `- i � vl o_ '� _ �. !�.. . .�_.�D,� � _ - �.. ' a � . . , •.��fi BARS � 12� C�C �o4z . � . . . . � � - � a,. „� �p .. . . p r .. : ' #5 BARS � 12" C/C, � � , +�-k-:=-�� E.F., TOP & BOTT. �y.. � . . ' _ _ '— 6 �Z�� �'I d� �L;�s eaRs o tz- e/c, • ��j� E.w., rap a� aorroM �Z� �o�� 4 ' �°Y , � r. �:! 15'-fl" ��(K�� {'.' 4 _0 Qi la �4 • �mN� � SECTION �n�4 � � 4�@4 3�8.��.�0. 4 � - a�W n� . Oate: Fe0 13, 2043 - 11;28um LLeer: �es File: N: Wit�ST--�RA-SG-NTAK�DWG ' �. . . . . � �.� . . , �, �.. , I -�5 BAR5'� 12" C/C. E.W., �,F. �zw � , o o � � N 7� � I � —oY .. . • � ��� �e 1 �_ 8. �3 6AR5 � fi" C/G, EW � �i �j3 BAR5 � 5" C/C, EW � ` i 4'-U" I � � SIDEWALK � � Z+ ` I I� ' , °e � a. v � � ' - � -a_�� _. �I d' ���`-0 �4 . � � f�3 BARS � 18" O.C.B.W. 3'--0" �3 BARS � 6" C/C, EW � i � 4 • ` ��'o,- �.o� .� .C�l/,��/%✓/,���f//.��/ ��/%�/%•° t 0' 10' �3 REBAR � - 18" Q.C.B.W. - COMPACTE� SUBGRA�E-COMEAAC7 70 95� STANDARD PRpCTOR DENSITY Ai �29 DPTiMUM M0157URE CONTENT AS PER A57M D698 EXPANSION JOINT NOT TO SCALE PECORA SILICDN ,]OiNT SEAIANT, � �t/4" R nPE NR-201 � ,x'.. ;: 3/4" REDW00� r ' EXPANSION JDINT \.-:, �• �. �5 9S�OOTH REBAR, � PAIi�T WITH ASPFiALTIC 3/4" REDWOOD WITH COMP4UN0 POLYETHYL£�f� BOND BRFAKER TAPE pN EXPANSIOIV CAP TpP n PARAPET WALL � �����-�� #3 RE8AR � TOOLE� GONTROL JOINT 18" O.C.6.W. � . .tr � � .� .. 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