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HomeMy WebLinkAboutContract 27403_ :r� s�c���- � - - - -- SPEC1FlCATION�iTY �ECF���A�Y '- _ � _ �- - = . � �o�-��Ac�� �� . , �� `_�?3 p - - -- _ - - - � - _�i���� __ AND � :, ���u����,� �,�� CONTRACT DOCUMENTS �N� gEP�`-'.- : _- -.� F�R WATER & SANITARY S�WER IMPR�VEMENTS ON: t� '.' =� � �' " 1. CONNER ROAD (Vickery Blvd. To Lancaster AWe.), 2. �ALLAS AVENUE (Canton Dr. To Tension Dr.) 3. LUDE�LLE STREET (Beach S#: To E. Dead End} 4. STRONG AVENUE (Pate St. To Fitzhugh Ave.) WATER PROJECT NO. PW53-06053017�970 SEWER PR�JECT NO. PS�S-Q70580175260 D.O.E. No. 319$ IN TH� CfTY OF FORT WORTH, TEXAS 2001 . KENNETH L. BARR GARY W. JACKS�N MAYOR C1TY MANAGER DALE A. FISSELER, P.E. DIRECTOR, WATER DEPARTMENT , HUGO A. MALANGA, P.E. DIR�CT�R OF TRANSPORTATION AND PUBLIC WORKS A. �OUGLAS RADEMAKER, P.E. DIRECTOR, DEPARTMENT OF ENGINEERING PREPARED FOR DEPARTMENT OF ENGINEERiNG C1TY OF FORT WORTH PREPARED BY �e.N.�►. �ONSULi�►R�TS, l..�,C. 1701 RIVER RUN, SUITE 610 FORT WORTH, TEXAS�76107 A. N.A, No. ooas�a � �— � ' ,. i - � , -� ' II . a � ��p,SE QFT��q� ' � �` Jl�yj�,j�; p �j� , . � .� �a • �. T' :9F 4��3 � � ' ���,S.c,ST�R�Q ••'%�,� ao��ONq �'�yC,�� ___ __ E L': � u ➢r C'°,� _ d _ .... ,�1 ��I�'�� ��M �� C'ity of'�ort �'o�th, T'exas �y�� ��d ���r���� ���������rt��� DAT� 1181Q2 SUBJECT R�FER�NCE NllMBER I..C3G NAME *�`��1 �919 � 30JACK5QN PAG E 1 of 2 APPROPRIATION ORDINANCE AND AWARD 4F CONTRAGT TO JACKSON CONSTRUCTI�N, LTD. �OR WATER AND SANITARY SEVIIER REPLACEMENT CONTRACT 2000 WSM-E RECOMMENDATION; It is recommended that the City CounciL 1. Authorize the transfer of $�,326,803A0 from the Wa�er and Seriver Operating F�nd �o the Water Capital Project �und in the amaun� of $1,245,112,00 and Sew�r Capital Project Fund in the amount of $8� ,691.00; and 2. Adopi the attached appropriation ordinance increasing estimated receipts and appropriafiions �n the Water Capital Prvject Fund in the amount of $1,245,112.D0 and the Sewer Capital Project Fund in the amount of $8�,69�.04, from available funds; and 3. Autharize the Ciiy Manager to execute a contract with Jackson Construction, Ltd. in the amount af $1,201,803.Q0 for Vllater and San�tary Sewer keplacement Contract 2000 WSM-E. DISCUSSION: On October � 7, 200Q {M&�C G� 8297}, the City Council authorized the City Manager to execute an engineering contract with A.N.A. Consuftants, L.L.C. to prepare plans and specifica#ions �or Water and Sanitary Sew�r Replac�ment Contract 200D WSM-E. This project consists of the replacement of the water andlar sanitary sewer mains as indicated on the fallowing streets: � Conner Road fram Vickery Boule�ard to Lancaster Avenue (water); and � Dallas Avenue from Canton Drive #o Tension Drive (water); and a Lud�ll� Street #ram Beach Street to East Dead End (water}; and � Stror�g Av�nue frorr� Pa�e�Streefi io Fitzhug�i Aven�e (wafier/�ew�r). All four sfree#s ar� scheduled for pulverization and asphalt overlay after water and sewer replacement is compiete. The project was advertised fflr bid on Octob�r 18 and 25, 2001. On No�ember 15, 20Q�, the follawing bids w�re recei�ed: : s� - Jackson Construction, Ltd. William J. 5chultz, lnc. d/bla Circfe "C' Car�struc#ion Company Tri-Tech Construction, Inc. Conatser Construction, Inc. AMOUNT $1,201,803.00 1,217,6i5.00 1,226,391.50 1,259,7A��.50 TIME �F COMPLETION 16Q Calendar Days �`iiy of �ori� �orih, T'exas ���� ��d ��u�n��� �.��r��r�;�r�t��� DATE REFERENGE NLJMB�R I..OG NAM� PAG� 115102 **�d�9 $�� 9 30JACKSON 2 of 2 SLI�JECT APPROPRfAT14N ORDINANCE AND AWARD �F CONTRACT TO JACKSON CONSTRUCTION, LTD. FOR WATER AND SANITARY SEWER REPLACEMENT CONTRACT 20QQ WSM-E In �ddition ta the contract cost, $85,OQ0.00 {Vl�afer: $80,000.00 and Sewer: $5,000.00} is required for inspecfion and survey and $40,OOa.00 (Water; $34,OOa,00 and sewer: $6,OOQ.00) is required for �roject contingencies. Jacksan Constructi�n, Ltd. is in compliance with the City's MIWBE Ordinance by committ�ng to 3% MIWBE participation and document�ng a goad faith effort. Jackson Construction, Ltd. identified several subcontracting and supplier apportunities. Howeve�, the MIWBE's contac#ed in the areas identified did not submif the lowest bids. The City's gaal on this project is 24%. I The �roject is located in C�UNCIL DISTRICTS 5 an� 8, Mapsca 78E, M, V and 79S. FISCAL INFDRMATIONICERTIFICATION: The �inance Director certifies that upon approval and completion ofi recommendation No. 1 and the a�optian of the atiached apprapriatia� ordinance, funds will be available in the current capitak budget, as appropriated, of ihe Water and Sewer Capital Project Fu�d. MG:n 5ubmitteci far City Manager's 01'fice by: �Vlilce �roomer Originating Department Head: Douglas Rade�naker Additioi�al Liformation Contacf: GL40 I`CJND I ACCOUNT (to} 1&2) PW53 472Q45 1 &2j PS58 _ 472045 2) PW53 541200 2) PW�3 539350 2) P558 541240 2) PS58 531350 (from) 3) P558 54120d 3} PW53 54'[2QQ 1) P�45 538D7Q 1) PE45 53807D CENTER I AMOUNT I CITY SEeRETARY 060530175970 Q7058417526b 060530175970 030530175970 070580175260 03p584175260 G��� Rouglas Rademake�� 6157 07D580175260 06053D17597Q osa�o2a a�asozo $1,245,112.0� � $ 81,694.a0_ I $1,165,112.00 � � 80,000.00 � $ 76,691.00 I $ 5,QOQ.00 � � aPPRov�n oiEos�oz $ 70,691.00 � ORD.# 14924 $1,'[31,912.0� � $1,245, 712.00 I $ 81,691.00 � I1d12�01 10,�4am �rom-ANA Cansultants 181�33�E9�6 T�288 P.O1/OB �e219 A���N�1��4 {�� I ����TR�I�TlQt� �L,A�i�, ����I�'���i1�P�� �1�� C�I���'T (����ft��tdi� F�R �Ai�R � �A�iTWRY 9�id4d�� I������IV���"� ��IF�T�T 280a ���-� (1NAi�� A�E� ��i�4d�� l4�lt���E���� '�. G��{��� �C��►� (�i��� � D�L �!� �!l�Td �� Ave.) �� 3 �l��� � �TR��T p�� �� �. �i��R1� ���I ���� iP�E� �� � �'�tr��h �d�,) 1N�i�€t P��J��i W�1. �1�V�����3�'�����A ��1AI�R P��J�C7' RpE�. P�,.�`��= 0J7fl���97���� ��YI��A .RYn �� ■� �� ��� M� i �T� ■ ��� ������ ��.�T�' (�i�� � �� ���ano�� �w �t�v�m�r ��� ZdQ'�} ��� Add����� i����� Nom��f�� 9 �, ���9 Pras���t�d� bi���r� are ti�r��iy inform� �� t#�e �ol�ow9ng, 1. ih� �i�a�h� ���em�ni �n� rigF�t �f-w�y a�r��r�nt �ror� i�t� �����1� �Am��r�� i� i�er�t�y i�c.�C��ra��� in�� the cantra�f ��c�m����. A+�x��ut�d c.�py of th� ��r�mertt w��i �� inctut��� in tl�a f�lly �x���,t�d r���eac� �o�um�nt� ��r tF�� pr�j��. �, on P�ge �-6 0� t�� proposa�, r�vis� Pay It�m [dg. �� ta ����: 2�. 1 �A. �6" �$u�E� �i�C ��te Val�re �r R��il9ent ���.ted ��t� V���e ��m�l��� wl C�t�aret� V�Iv� Vaul�, ext. �#�m and V��v� �4x wi4Y� a 4" �y���$€ ��d AI! Gther Ap��,rt�n�n�es ��r �ompl�#� ins�a���tt�n as ��own �r� tt�� Plans; pe� ���h �' _ & � �? �. ���� �n�t If" Pax�ote �7871 Fro/���U��pages� /I - ColPep! ` —� C� - 1 �t�one � Pnane���� �,�,�� l /1✓Q �ax � ��� ��,��%�� �ax � �� . � �a� � ...� ' � �� � __ ... Ad'dendum No. I No�ember IZ, 2�OI Page 1 af? 1��i��p1 10;54am FromeANA Consultants � �3 � �, �n Page ��S �� ths ��o�asa�, r�vis� P�y item �lo. 37 �o r���: 3T. �4� l�.F. F��mn�r��n� ��ncr�t� P�v�m��t � 18i73359856 �e268 P.U2f08 F�219 �n Pag� ��E c��F ths propo�af, r�v�s� ��� ite� tVa_ �� ia r��d: 4 €A. ��" �o��l� �i�� C�Q� ��iv� �e R�s��ier�e 5����� �at� Va�iv� C�m�1�ts wl C�n�r�t� U�tv� li��i�� �xt. St�m and Val�� �o� w�th a 4" �y�P��s ��� Ali Q��er Ap���t�n��c�� f�r G�mpl�t� inst�ll�iio rn �s 5n�wn an ��� �i��s; ��r ��cf1 �. �.�`e-�,f . � ,� -___r�.� __���f� � P�fl� � ��D --- ..�._�. �.� _ � ,_ .�.�._ �... R�p�ir, f'er ��. '� r p�r �ir��ar F�r�t ��'I��j/��� /.���i�41�r� � ( / L �l/{ � � Y ' U _ 4��I� .D � i � � � . ���.�.����..���.� , , ........�.,--„ _ � ��� AI1 o�h�r �rgvi�i�tts �f th� �i�ns= �p��iiic�ti��� an� c�ntract doc�m�ni� f�r t�� �ro��ct wF�i��r �� n�� �x�r�s�l� �men��� h�r+�in ��II remain in f�rti f�rc� �nd ��ect. ��ilu�� to r�turn ��igr�ad c.��y �� �k�� add�n��m �rith t�� propa��� sh�l! be� grounds f�r rend�ri�� th� bid n�n�����nns�v�. A�i���l ��apY � fk�is �d���+dum �i�ali �� �i�;�d iflt� t#�� �r�posaf a� �t�s �im� af �id �u%�i���. ����IPi A�I�N�1�UL�D�I��: = �I,/�=�, �'�r '' � � , C: kWINAl�WSIT�EMPIAIa�E,NAUMNO. I.dor A. �ougl�� ����m�k�r, P.�., �i���tar t�����rm�n� �f �r�gin���i�� �j/: N �t' ck r c�, ,�.. I�����r _ Cpn�uit�n¢ �e�vi�Bs Adclrrrdurn No_ I NUverr�ber 1 ? �t?01 Pcrge I af 2 i1�iZ�Qi 10:64am �ram-ANA Consultants �`'!-�E S'�AT� U�' '�"EX.P�S C(�L]�VTY �F TARRANT 1B1T33599�6 T�a88 P.03/46 �-719 �AS�M�NT Ar1D R�lGH'�' OF WAY § § �'QW ALL M�N BY TI��S� PR�S�NTS Tlzat '�"Xi7 �LEC�CI�C C'��YPANX, a. 'Z'exas corp�ration, hereinaft�r refi�xed Xo as �rantor, fvr and z'n cons�d�ra�ian of C31�E ANll NOlI.AQ DOLLARS (�],.OD), and ather gaod and valua.hl� cansideration to it in haMd paid by tY�� CI'F� OF �'OR'r W�RTJ�, '�"�XAS, a municipal cn�po��[io� o�'Y'�.rrani C�unty, Texas, recexpt a� which is hereby �ck�owl�dged, ci� gra�t, h�rgain ar�d �c�nvey ur�to said City, ].ES SRCC�SSDI3 8T11� A551�I1S, herein�f�gr refer�ed t� �S �rani��, �4r���lus�v� eas�ment anci ri�ht oiway fo� the peupase af consmictin�, mainxai�n� anrl op�atin$ a wazer line, hereina��r r��erred ta as Cirant��'s �'a�ility, in, oves, ur�de�r �d across th� �allowin� descri�i�d pxop�riY� Dn Exbihi� F`A" and "8?° attached hereto ax�d ma�� a p�t her�Qf �nr ail inte�l� at�d p��oses. '�here i5 also gra�t�d to C�xantge, its success�xs ar as�Igns, � n+�nexClusive e;�s��nent to us� pnly so much af Cr�antnr's adj�oinx�� 1�nd, d��ing tempara�y p�iods, as may be neccssary for th� G�nstr�ction, marntenanc�, and r�pair of said Crantee's Facility. Such us� shal� not interf�re with Cirantor's �zse �f such prop�xty in the op�ration af its i�u�i�ess at�d Gra�ttee s�Zall prap�arl�r maintain sucb proper�y c��,r�ng cnnstruction and at �lie coric�usipr� of s�ze� constru�tior� re�nave All cans�xuction debr�s and otb.e�r materials �ram such property a�ld r�s�c�r� s�ch pmperty ta the same eo�idi�ion it was in przo� xo the a�rtam�ncement of Grantee's const�-uc�io�x t1��r�on or in �roximiiy ther�ta. T�s� o� dra�lines or other haom-�ype �quiprnent in con�eci�on wi� any wark ta be p�rfor�za�d on GranCar's prn�eny by the Crra�tg�, iis �rriployees, ��e�ts, representativ�s or can�ractQrs rn�st campiy with Cha.pte�r ��2, �`�,as �Iea�th an�. Safety Code, th� National �le�rzical Safety Code and any other cl�arance r�quiTeme�ts. Noiwithst�nding anyti�ing to [he can�x�ry h�rein, in �ca event s�all �.�r �quiprnent b� witixin fi�teen feet of Grax�tor's po�av�r lines situal�d an tk�e aforesaid property. Grx���� must natify t�ze Sup�vis�r of FQr� Waz�h Tran�missior�, E817} �AS�IzNY ATIR l4�GIOi oF 7A[AY 11-f��01 10:54am �rnmaANA Cansultants 181�83�9966 T�389 P.44/OB �-218 4�6d�73b, �8 haurs prior to the use of any faaom�ty�e equipmepi an Crantor's prop�rty �xcept in an e�ergency. Gra�ttor res�rvgs thg �i�ht to re�use Gr�ni�� p�nissia� to �as� boam�'typ� eqv,ipment. Crrarzxee shall locate its Facility within the easeanaenx so as not to i�C�rf'exe with any oi Grant�r's faciliti�s, C.rranc�� shal� reamburse Gra�tar for any �n� aI� �ast� and �xp�ns�s in�urred �ay Cr�tor for any relocation or altera�ion vf its faci�it�es Ia�ateci on or near t�e ease�ne�t that Crantor, in its sale d�scretian, deternzines are �uiaject ta interFere�ace from th� �aid Grant�e's Facility or f�or�. the ���r�i�� by Gra�ntee af any of its rigl�ts hereujnder. This easement is �ranted u�an the condYtir�ns that Grran�ee's Facili�y �io be constructed sk�all b� �ntained and ap�rated by �rrantee a.i n.a exp�s� Lo Crrartior and C'rrantor shail �Qi b� resp+��sible for �ny cos�s of co�structian, r�constnxcAor�, apera� an, maintenance n� remav�l af Gra�i�e's Faci]iiy. Cx�ani4x sha17 n�i ta� iiable to Crrae�.Ie� for �nY dama�� io s�id eas�m�ni o� Grantee's Faaility o�- other �ant�nts �hereaf, ex�ept when c�usec� by ihe r�wilY#'ul misc�nduc� of Graniar, its a.��nts, s�rvart�s or �mplQyee�. Crra�tor and Gz�nr�g gach �gree th�i iiany claim vr liability shall arise frazn the jaint or �QnGurxing negligence af bo�h p�ies h�eio, ii shal�. be boXne by Chem in prflparCia� to �heir riegIig��e�. It is tutd��stoad that it is noi fihe xnteniipn o� the pariie� h�r�to tia cre��e �iabiliiy �or the benefit of thi�d pat��s but that this agreeanenx shall b� ����Iy iar the benefit af the p�rCies hereto. Grantee sha11, at i�s own co�C az�d exp�ns� compiy wxth all �pplieable I�ws, - litC�Ll�iT7� j]Z1.t llOt �1i113i�L� LO �7C]StY'ilg ��Illtt� OI'Cll[laI3CBS, gover�mental rul�s 2�zid ._ reg�Ia4ions enacX�d ar pro�ulgat�d by �Y govgrnmental autl�ority arFd �h�ll prampt�y �xecute and f�a1�11 all ard�s and requirements imFosed by such ;` gavernme�tal auihorities �ox Che cam�ctinn, prev�rian a�d �.baiemeni of �uisatt�� . I�. p� upor� or cannect�d with said premises beca.use of GranYee'S use �hereaf. 7'his eassr�.e��, subjecC te �l� l�ens of re�oxd, sha�1 �antinue aniy sa lon� as Granie� sha�l us� t�xs right of way fo� the pu�pnse herein described and ihe same shall imm,edi�t��y la.ps� and tenninai� �pon c�ssatin� of'such use. Upan terminatian �of t11is ea�emenY ar right af w�y for any rea�o�., Cx��nt� sha41 x�xo�� its �aciliiy �d res�are the �ropezty hereina�aA�'� desc�.hec� [o the s�mg �nndition �t�t su� pP�pertY was in at r,�e beginning of the term af �has agr�em�t, Qrdin�x3' w�ar and X��c for th� �s��ra�Hr aN� ��r� n� w�Y t �j ;� .. 11�12e0i 1Oc55am From�ANA Consultants 181�33�89�6 T-28B P.U6/OB ��219 purpQse herein authqr�xed exc�pted. TQ HA.V� A1�TD T{� H�LD th� above �escril��d ��s�me�t� �d righis unio the Gx�iC��, i�'s succ�ssors and �ssigns, for th� purpos�s a�'or�said and upon the cunditinns h�e�n si���d unti� [3�� s�u'n� sY�II �� �bandaned fnr us� by ihe r'ar���� �ar ihe purpos� h�reir� sfiaxed, th�n a�d ihereupo� t��s conveyance sY�a��l be nu11 and vaid a$id. tI�e u�� ofsaid land arid premises sha31 alasolutely xe�ert to Grantor her�in, its succ�ssars and assipns, and na act or omission un the part af t�em shall he cnnstru� as a waiver of th� enforcem�t o�such co�,dition. AND Grantor daes hereby bind itself, its suceessaxs and assigr�.s, to WARR�►NT AI�TD FQR�VER D�F�ND alI and s�ngula.r [h� a�o�� d�scribe�i eas�m�nt anci riglats unto th� C�antee, its su�eessars ar�d a�igxts, ��ainst �v�iy �erson whorns�ev�r lavv�uliy clair�ing ar tp cIaim Yhe same ar any part the�eof, by, thmugh ar uuder Grantar hut nnt ath�rwis�. �xecuted this d�y of , 2001. GRANTO�: 1 , ,. TXU �L�CTRIC �O1V.[F�.�IX �Y' -- ------ VV. Kyle Ray Attarrfey in f�t G�ANT��.: THE CITY OF FaRT WC3�,tTH, T�XAS .� EaSEEs�N7' eSNe RIGRT Of WA'Y I , � �Y -- Mi�se Crraorner Assis�nt Ciry Man���r STATE 4F T`�XAS COUNTY CJ�' ]��.�..�..AS ��zsa p.�s�oa F�a�s Tl�is insm�m�nt was ac�snaw�edged bs#'are me �is day of --- , �041, by W_ ��L� RAY, Att�rney in fact, for i'XLT ��.�CTRI� CO1�P�i'Y, a 7'exa� cor}7ar�n4n, an behalf of said cnxpoxatio�. i �r Nota�y i?ublic, �tat� of Texas �'�'AT� OF 'F�XAS COUN'X`Y 0�' TA�2AN'!` 181733�98�6 AC1�N O WY.E�]GlvY�l�l'"�' § § § § § § This ins�ez�t was acknawledged befare me �his �ay af , �OQ]., by iVlIICT� GRQO�iER, �ssis�t��tr �ity IVi�na��r, %r th� CITY (��' �Q�,t� - V�'O�.tTH, T�XA� a Municipal Carpor�an on beha�I� of said �xty. Nntaxy P�blic, St�t� ��Texas � 11�1��01 i0;65am �ram�aNA Consultants � 11�12-a1 10:5�am From-ANA Consultanta 18i73359956 ��188 P.Di/08 F-219 anos�a�� _ �s . Exz�za�� .� I-�GAI. D�SCRiPx�o� i2 Foom I��RlNXiv�E�T WAT�Ri.INE �S�MEAi'x' , ��iN� an eas�t��� sa�uaezd �� th� W3llza[rs ���yr� Surv'ey, AbS�r�tati Nu�nber s�6, x��arir Cauxi�y, �er.a�, an,d �e��ag r���e paF�zcularly c3.esCx'tbetl aa fallqws . . �4�un�ncang a�. a 3/4 a.�ch ix�px� xQd found �or zk�e rioxthwese carn�x oi � s�aid �.oe �s, ��,ock 3, wefab Add�Lian from whach a 3/4 �.nCh iron x�od �aurid bears N 58`09'�&Q" W, �73.7I feet; �'HE�TCE S�$°q9 � 9(}" �, "i0.2a �eet wzLh �he rtorth ]��ne o$ saad La� � �� CO iCS 2145��'!@d9L CO�'��X; THEi�C� 5 32"pfl ��6 �+ W, 2? . 4 D feet w�.t� Ckte ease �.��1e o� said Lo� � �.6 �o i�s sout#�eass corne� tlne p03NT 4F ��G�i�}N�NG; . 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P.a, 1 P.R.�-��T' �' ti `_..-- o_ � - --P"'_' � 1 " _ +i4' $ ,, �X�i I 8� T � w�t��se���r oAksY. ni f Aa�szx �,�: SHCIw I rrG A 1 z F QQ� 4'tiRfi4��� � P�R�ANEN� w�TE�� 3 n�� ��5���rvT �°�b,� SI�uaTEp t� TN� wI�RI�aM.M�NN S�Rv� � • S��-� �-, rnI � InliR531{ BT: . . Si1T. {V0. aAF�i A4�1S�Oi �.'�r��1,�i��LJA,.r��.�`I��q 11+.�.r.�. I OGN- HO.: 4G05�OE6-OGN �A,�laaeripd� ��anniaE�+�all �u:ve7iilj aPP�pV�P �r: rCP ��� ���� 4n rFDRi sORiKT[76G7 n6�7�l�S•�Elr Fµxd�}�l3�avE6 � � m s ,'� & 4 a � t � i 11o1a�01 Di:3�pm �rom-ANA Consultants 18173359866 T-3�0 P.01/01 ��2�2 ����N�U� i�{3. � C�N�'��U�ilt'�fV �L.A��, SF"�GI�'����l��f� AN� ���T'F��T ����[N���� ��R l�A��R �. ��R[�i���l� �E��R R��6��+L�WG�116i ��}I�iF�GT �� Ih���qy� �AT�R �Nl� ��N��� �4l��if�T1�I��iV��j °�, �Qi�1��R ��A� (Vic�c�r� �tv�. t,� ���►�� dv�.) �. p��14� �'l��lV1.fE ������rr �r. t� i�n�i�r� � � �. �����I� ���i' {��,�h �c. ta �. [��d �ndi 4. �TRdi�� A1d�R�U� [P�� �. tc� �i[��u�i� ��ae•) 1f4ddl�Y�i� �����G'�` h1�. P�411��'9 ����Q S��t P��.J��i f��. ���TA�E��i 7��� p.t3,E. f�a_ �� 1 � �N '�i�� �17Y � ���i ���'r�, T��� (�id� t� � r�i�+�� �� fe�u���� � �, ��� ) p��e AddenrJ�m E��W� ���'�m�r 1�, �D[�i F�rospe�tirre �id��rs ar� h�repy ir�s rr��ci nf tf�� foll�+ing: ihe e�n�tr���n �i�� �r�rvr� ��� �a p�c���e h�� beer� �h�n�t � 1 � �l�n�� ���� �� 9� ��I�rrdar d��s. � At� ���r pr�v�si�s a� t�� pia�s, ���a�i�a�i�n� and �on�a�t d�aments for t�� projecia wiii�h �r� n�t �xpr��ly �m�ded h�r�in, s�a�l r�.m�i� ,n full fore� �n� s�e�. �ai�ur� t,� r�t�� � �igr�ed c.apy � rt�� �d�n��m wit� �e �e�pQ�l �h��l ka� �r�a,n�s �ar � r���nng tl�e b'rd n�nn-r��nsir�e. A si��� �y of ii�Es ��ai��c�am �ha31 � p��d irtit� th� ��opcas�l �t th� f�m� of bld ��bmi�L R�C�i�i A�I�W�VII��[�a�D: �. ��gl� �����ak�r, �.E., �irectar �e�ar�m��t of �r�gin�a�i�g � _ �•� PQ�tei4� F'ax Nc+te �7671 �a�l�fr.l�� 1Pa9�=� �� �ram �j�� �� w� CtlJ =o Pnone � � �ana/ �/� � �"��f ��!/� _ Fan ���� � �� � �^ � �.. �y: , _�f�/� �,�� � � � Ric�Ic ��i�, P_�:, A�ana��r Cc+nsu[r�t�t �rv€o�s ��nrary lnserner �1es10L�,Ut �A-DA�iVDUM Adderrdtem No.2 .tllavemb�r .� ? 2�(?! Pag� 1 af 1 TA��� O�' CONi�N�'S �AR� ►� NOTIC� 70 BIODERS COMPREHEN5IVE NOTICE T� BID�ERS SP�CIAL INSTRUCT[ON5 TO BIDDERS ���i � MINORITY 1 W�MEN BUSINESS ENTERPRISE SPECIFICATI4NS VENDORS C�MPLIANCE TD STATE LAW PROPOSAL P�►RT C G�NERAL CONDITIONS i��f�i C�1 SUPPLEMENTAL CONDITIONS TO PART C-- GENERAL CONDITIONS ���i � SPECIAL CONDITIONS ���i �� ADDITIONAL SPECIAL CONDI;TIDNS ���i � MATERIAL SPECIFICATIOIVS TECHNICAL SPECIFICATiON FOR MANHOLE JO�NT SEALING ���� � CERTIFiCATE OF INSURANCE ' CONTRACTOR C�MPLIANCE WiTH WORKER'S COMPENSATION LAWS � PER�'ORMANCE BOND � PAYMENT BOND � �� MAINTENANCE BOND �AR�' G C�NTRACT A���N�IC�S APPENDIX A- STANDARD FIGURES AND DETAILS APPENDIX B - RAILROAD PERMIT APPENDIX C - GE�TECHNICAL REPORT APPENDIX D- HIGHWAY DEPARTMENT PERMIT APPENDIX E- SUGGESTED TRAFFIC CONTROL APPENDfX F' - EASEM�NI"S PART A � R�OiI�� T� �l����� • ca����a�n�s�v� �oYi�� �o �i����s • ���GI�L I�SiRUCi��1� i0 �i���RS C�f9dIPR�Ii�NS1V� NO�IC� �O �I����� Sealed Proposals far th� fallowing : FOR: WATER AND SANITARY SEWER IMPROVEMENTS ON: 1. CONNER ROAD (Vickery Blvd. To Lancaster Ave.}, 2. DALLAS AV�NUE (Canton Dr. To Tension Dr.) 3. LUDELL� STREET (Beach St. To E. Dead End) 4. STRONG AVENUE (Pate 5t. Ta Fitzhugh Ave.) WATER PROJECT NO. PW53-0605301759i0 SEWER PROJECT NO. PS58-070584175260 D.4.E. No. 3118 '' Addressed to Mr. Gary Jackson, City Manager of the City af For# Worth, Texas wifl be received at the Purchasing Office untif 1:3Q P.M., Thurscfay, November 15, 200� and then publicly opened and read aloud a# 2:00 P.M. Plans, Specifcatians and Contract Documents forthis praject may be - obtained at the office vf the Department of Engineering, Municipal Buildirtg 104D Throckmorkan � Street, Fort Worth, Texas. A fifity dollar ($50.00} deposit is required for ti�e first set of documents ar�d additional sets may be purchased on a nan-refundable kaasis far fifty c#ol�ars ($5D.00) for each set. These documents contain additianaf informatio� for prospective �idders. All bidders will be required to comply with provis�on 5159 of "Vernon's Annotated Civil Statutes" of the State af Texas with respect ta the payment of �ar�vailing wage rates ar�d City Ordinance IVo. 7278, as amended by City Ordinance No. 7400 {F'ort Worth City Code Sections 13-A-21 througY� 13- A-29), prohibiiing discrimination in employme�t practices. Bid security is required in accordance with Paragraph 2 of �he Special Instructions to �idders. The major work on the a�ove project shall co�sist of the fallowing : SECTION 1 2060 WATER IMP. A�0 211D 7200 275 2B0 L. F. L.F. L.F. L.F. L.F. L. F'. 20" Water Pipe 96" Water f�ipe 12" Waier Line 8" PV'C Water Line 8" D!P Water Line 6" P�/C Water L.ine SECTION 2 675 L.F. 8" PVC 5ewer Pipe by Open Cut SEWER 1MP. 3 EA Manholes {ncluded in the abowe will be all oth�r items of construction as outlined in the Plans and Specifications. The City reserves the right to reject any artdlor alf bids and waive any andlor all formalities. AWARD OF CONTRACT: No bid may be withc�rawn until the expirativn af ninety (90) days from the date bids are opened. The award of contract, if made, will be within ninety {90) days after the opening of bEds, but in no case will be award be made until all the necessary investigations are made as to the respansibility of the bidder to whom it is proposed to award the contract. In accordance with the City of Fort Worth Ordinance No. 11923 as amer�ded by Ordinance No. 134i1, the City of Fart Worth has gaals for the participation of minority business enterprises and wam�r� business er�terprises in City contracts. A copy of the Ordinance can be nbtained fram the Offce of the City Secretary. The bidder shal! submit the MBEMIB� UTILIZATIDN FORM, PRlME CONTRACTOR WAIVER FORM andlo� the GOOD FAITH EFFORT' F'ORM ("Documentation") as appropriate. The documenta#ion must be received no fater than S:QQ PM, five (5) City business days after tl�e bitf ope�ing date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence thaf the documentation was rece�ved by the City. Failure to comply shall rend�r the bid nonresponsive. Three of the four �asements for this project have been obtained at time of bidding. The City is in the process of obtaining ti�e fourth easement. The Cantractor shall hold his prices until the fourth easem�nt has been obtained and work on tha# portion of the project can proceed. At the direction of the City, fhe Contractor may begin wark on other portions of the projecf. Far addiiional informatian concerning this project, please cvntact Mr.Rakesh� Chaubey, P.E. at (817) 871-6051 or Mr. Assaad N. Assaad, P.E. at (817) 335-9900. GARY JACKSON CITY MANAGER GLORIA PEAR50N CITY SECRETARY Department of Engineering PUBLICATlON : A. Douglas Rademaker, P.�, Director �ctober 18. 2001 October 25. 2041 By Rick L. Trice, P.E.; Manager, Consultant Services 5�@CIE�L INSYRUC�10{V i0 BI�D�RS (V�'����f ���A�i�V�Pl7} 1. PR�(�UA�IFICAiI�f� REQUI��I�ff�Nl". AI! contractors submitting bids are required to be prequalified by the Fort Worth Wat�r Department prior to submitting bids. This prequalificat�on process will establish a bid limit based on a technical evaluation and fiinancial analysis of #he,contractor. it is the bidder's r�sponsibility to submit the following documentation; a curren� financial staternent, an acceptable experience record, an acceptable equipment schedule and any at�ter documents the Department may deem necessary, to the Qirector of the Water Department at least seven (7) calendar days brior to the date of the o�ening of bids. {a} The financial statement required shall have been prepared by an independent certified �ubltc accountant or an indep�ndent public accountant holding a vaiid permit issued by an ap�ropriat� 5tate licensing agency and shall have been so prep�r�d as to reflect the fnancia4 skatus of the submitting company. This statement must be current and not more than one (1) year old. In the case that a bidding date falls within the tirr�e a new statement is being prepared, the previous statement shali be updated by proper verification. {b} �or an experience record to be considered to be acceptable for a given proj�ct, it must r�flect the experience af khe firm seeking qualification in work of both the same nature and technical level as that of the �roject for which bids are to be received. {c} The Director of fhe Water Department shall be the sole judge as to the acceptability for financial qualification to bid on any Fart Worth Water Department project. {d) Bids received in excess of the bid limit shall be cansidered non-responsi�e and will b� rejected as such, {ej The Ciry, in it's sale discre#ion, may reject any bid for failure to demonstrate experience andlor expertise. (�} Any proposals submitted by a nvn-prequalified bidder shall be returned unopenec�, and if inadvertently opened, sha�ll not be considered. (g} The City will attempt to notify prospective bidders whase qualifications (financial or experience) are not deemed ta be appropriate to the nature andlor magnitu�e af the project on WI1lCi1 �7lC�5 are to be received. Failure to notify shall not be a waiver of any prequalification. �. �fD S�CURITY: A cashier's check or acceptable bidder's bond payabEe ka the City af Fort Worth in an amount of not less than five percent (5 %) of the largest possible total of the bid submitted must accarnpany the bid, and is subjeck to farfeiture in the event the successful bidder fails to execute the Contract Documertts wit�in (10) days after the cantract has been awarded. Ta be an acceptable surety on the bond; (1) the name of the sure#y shall be incl�ded on the current IJ.S. Treasury, ar (2} #he surety musk have capital and surplus equal to ten iimes the limit of the bond. The surety must be licensed to do busine5s in the State of Texas. The ampunt of the bond shall not exceed the amo�nt shown on the Treasury list or one-tenth (11'f0) the tota� capital and surplus. 3. �OP1�S: A performance bond, a payment bond and a maintenance bond each far one hundred (100%) percent of the cantract price will be required, Reference C 3-3.7. �4. IdVAG� RAY�S: Nat less than the prevailing wage rates established by the City af Fort Worth, Texas and as set forth in the contract documents must be paid on this project. �. AIV��IGUIiY: lr� tne case of ambiguity or lack of elearness in stating prices in the Proposal the City reserves khe right to adopt the rnast ad�antageous canstruction thereof to the City or to reject the Proposal. 6. BIDDf�R LIC�PlSI�: Bidder must be a licensed Contractor in the State af Texas. SIB -1 7. EVOIVR�SI��N� �IDD€RS: Pursuant to Article 601 g, Texas Ftevised Civil Sta#utes, the City of Fort Worth will nof award this contract to a nonresident bidder unless the nonresident's bid is lower than the lowest �id submitEed by a responsible Texas resident bidder by the same amount that a Texas resident bidcferwo�ld be req�ired to underbid a nonresident bidderto obkain a comparabfe contract in the State i� which th� nonresider�t's principal place of business is lacated. 'Nonresident bidder" means a bi�der whose principal place of bus+ness is not in the State of Texas, buk excludes a contractor whose ulfimate pare�t campany ar majority owner has its principal place of business in the State of Texas, This provision does not apply if this cantract invofves Federal funds. The appropriate blanks of th� Proposal must be filled out by all nanr�sident bidders in order for the bid to meet specifications. The failure of a nanresident cantractor #o do sa will aut�maticalfy disqualify thak �idder, 8. PAYRfl�Pd7: If the contract amount is $25,000 or less, the contract amount shaN be pai� within forty-five (45) calendar days after compietion and acceptance by the Ciiy. 9. AGE: In accardance with the policy ('Palicy") of #he Executive Branch of the Federal Gavernm�nt, Cantractar covenants that n�ither it, nar any of its officers, members, agents, employees, program participan#s or subcontractors while engaged in performing this contract, shall, in connection with the empioyment, adva�cement or discharge of employees in connectian with the terms, conditions ar privileges of their employment, discriminate against persons because af their age except on the basis of a bona fide occupational qualification, retir�ment p�an, or statutory requirement. Contractor further covenanks that neither i# nor its officers, members, agents, employees, subcontractors, program participants, or persans acting on their behalf, shafl specify, in solicitations or advertisements for employees to work on this contract, a maximum age limit far such emplayment unless the specified maximum age limit is based upon a bona fide occUpational qualifica#ion, retirement plan or statutory requirements. Contractor warrants it will fully cqmply with the policy an� wili defend, indemnify and hold City harmless agains# any claims or allegations asserted by third par�ies or subcontractors and/or its subcarttractors' alleged failure to comply with the above referenced Policy concerning age discrimination in the periormance of this agresment. 10. b15�►�ILITY: In accordance with ihe provisians af the Americans With Disabilitie� Aet of 1990 ("ADA"), Cantractor warrants that it and any and all of its subcontractors will not unfawfully discriminate on; the basis of disability in the provisian of services to the general public, nar En the availability, terms andlor conditions of empioyment for applicants for employment with or employees of Cantractor or any of its subcan#ractors. Ca�tractor warrants it will fully comply with the ADFA's provisions and any other applicabie Federal, State and local laws concerning disability and wilf defend, indemnify and hold City harmless against any claims ar allegakions asserted by third parties or subcontractors against City arising out of contractor's andlor its subcontractors' alleged failur� to corr�ply wi#h the above referenced Policy concerning age discrimination in th� perFormance of this agreement. 11. I�VI�lpRIiY AfV� �ilOiV'I�fd �USIPlG�SS �fViFR�RISf�S: Ih accordance with fhe City of Fort Worth �rdinance Na, 11923 as amended by Ordinance No. 13471, the City of Fort Worth has goals for the participaiion of minoriry business enterprises and women business enterprises in City cantracts. A copy of the Ordinance can ae obtained from the Office of the City Secrekary. i he bidder shall submit the MBEIWBE UTILIZATION F'ORM, PRIME CONTRACTOR WAIVER FROM andlor the GOO❑ FAITH EFFORT FORM ("Documentation") as appropriate. The documentation must be received no later khan 5:40 PM, five (5) City bcasiness days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom deli�ery was rnade. Such receipf shall be evi�ence that the documentation was received by the City. Failure to camply shall render fhe bid nonrespoRsive. sig - 2 Upon request, Contractoragrees to providethe Ownercomplefe and accurate information regarding actual work performed by a Minorify Business Enterprise {M8�) and/or a Women Business Enterprise (WSE) on the contract and paymenk thereof Contractor further agrees to permit any audit andlor examination of any books, records or files in its possession that wil! substantiate the actual work performed by an MBE andlor WBE. The misre�resentaki�n ofi facts (other than a negiigent misrepresentation) andlor #he commissian of fraud by the Contractorwill be grou�ds fortermination of the contract andlor initiating actian under appropriate federal state o� [ocal laws or ordinances relating to �alse statements. Furtfi�er, any such misrepresentation (other than a negligent misrepresenka�ion) andlor commissio� of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of tirrie af not less than three (3) years. Revised 9124197 � �, �. - ; ; I ' � `. ,- SIB - 3 V�N�DR COi1�P�.lANC� TO STAi� �1� TY�e 1985 Session of the Texas Legislature passed House Bill 62d relative to the award of cantracts ko non- resideni bidders. This law provides that, in arderto be awarded a contract as low bidd�r, non-resident bidders (our-of-state contractors whose corporate office or principal place of business are outside af the state of Texas) bid prajects for construction, improvements, supplies or services in Texas a# an arr�ount lower t�an fowest Texas resident bidder by th� same amount that a Texas resident bidder wvuld be required to underbid a non-resident bidder in orde�- to obtain a comparable conkract in the state in which tfi�e non-resident's principal p{ace af business is located. The appropriate blanks in Section A must �e filled out by all out-of-state or non- resident bidders in order far your bi� to meec specificatians. ihe failur� of o�t-of-state ar r�on-resident contractors to do so will automatically djsquafify that bidder. Resident bidders must check the box in Sec#ion B. A. Non-resident �endors in (give state), our principal place pf business, are required to be percent lower than resident bidders by state ]aw. A copy Qf the statute is attached. Non-resident vendors in (give state), our prinaipal place of business, are not required to und�rbid resident bidders. B. Our principal place of business or corporake offices are in tf�e State of Texas, BkDD�R : ��'1 ��,U1�.�.t,� 1 r/�. By: [�,I� �-� . �-f�'1 mpany � (Please Print) �I � a ��.,c,� Signature: c� l/ �f�� �� 7��1� Title: ��eS�de�•� ���� Pc�---h��ersJ City State �' Zip � �C �(piease print) � ����,Irt�.i �d.r�-i'}-�,,� TH1S FORM MUST BE RETURNE� WITH Y�UR QIJOTAl'�ON �..� l � � .. PART B �. ' � f�IN��1�Y1l�J'ON��i� �U�I���S �F� f��P�IS� P�L1CY � �!� ��8P8�r4� � � :� ,� .f .� i� ._� � ,j..� I �i�� o� �'ort �or�h Minor��� �nd Woin�r� Busir��s� �n#�r�a�i�e �p�ci€ications �P��4�L I�1�1'I�I�C'���CV� ��I� B1��I�Ft� APPLI�ATl�hf ��' ���l�Y I! Rhe tc�Ea! �r�ilar v��ue o� th$ coritr��t rs q��5,000 or rrrnre, �h� �11W�� �oai is ap�lca�i�. �f ahe toi�l �lol�ar � vaE�e �i �he t�onkr��t i� Ierss ihar� ���.��0, 1h� 1VIN4+�� gt��11 �s r�ok �p�rlir,dbl�, Pb�I�Y ��A�T��11��T I� is t�e pnli��r oi �rre Clly of F4ri W�rth ko �ns�rr� l�� ful� an� �q�it3i�Ee �atti�i�aiion L�y MinorilyJWo���n E3us3�[�5s �nl�r�r�s�s {�v1M+f3E� in tC�� proc�r�fneni oi �J! �ood� ���� s�rvic�� #o tire �i�y an a cnntrac�ual b�s4s. Tlti� oi�XocEl�c� oi li�c� Pcalic;y Is la incr�as� �I�e �se a9 M1'�laE �Erms i� � le�+e1 cor�p�rable #a k17� av�llai�ilily ni �1fl�fBCs lhat provlde qoo�s ai�d 5�rvic�s direcl�y 4r indireclly to �h� �iiy. All r�quiresn�nts a�d �egul�llorrs sk2led in ll�e �ily's cu�fent NJi+��r�ily ��tid W�r,1e:� f3usine�� �nlerprise Ordlr�ance a��G� l01�11s �Fd, MfV�lB�_PRO����' �wOAt� �'a�e Crty'� ri,+1���N�� �oai �r� th[s pro�ec� is ��p "�6 0[ tF�e bas� �id +��iue of ��� ��n�ra�l. �Dh�fPLlAhi�� "�D QID �P��IF��A1'I�F�S �rr [���y �antea��s ot �2!�,���0 or morc�, I�It���ors a�e ro��fF�d t� cnmp�y wlCh IY�e inler�i oi Eho �kly's h�1M+�� Ordi�a��e by �rlh�r of 1F�� 1�iJawir�g; �f, Nie�t or cxc�ed lhe abo�+� st��ed �4'I{W�E gnal, or; 2, Good Failh Effort cla�umeniali�r�. �r; 3. UV�luer d��u�rienlatio�. ��FBEu��TTA� �F I�EOl31R�D �O�L�A��fV��T�UN �'1�� app�{c��t�Ee documenRs m�s� he recelve� by �he Managi�rg D��artrrrent. wilhin tl�� fflllo�'�n� fim�s �Ilocat�d, �r� or��r for Eh� ��lire bid io i�e co��sE�#orrcl r�spansive lo lk�a sp�+cii�cat�on�, t_ hArW�� UtilF�a#ion F�rm. i# goal �ec�i�rec# la� �:00 �.m., �ive �5} City b�si�ess �ay� �ftc�r lhc� is rnflt �r excc�ed�d €�it! o��ning �#ato, exclus�ve ofi the bid opening da#e. �, G��d F�iEll� E�Ror3 For�7 �tt�[i MJV�f [3� r�ce�v��l by 5:0� p,�r�,� li+re {5} Cily b�xsiness d��s �fier #�� L��ili�ati�� Forrr�, ii p�r�rcipalian I� bid openir�g dale, �xcfu�i+re a� tl�e bicl apening d$te. [�x�� �F�ar� s!�#ed goal �, �a��i Falti� Elforl For.n if n� r���lved by 5:�0 p.m., fkve {�j Clt� bu�siness days �fi�r the p��t�ap�kiqn bfd opening clale, e�cciu�ive �f tl�� bf[1 o���in� tf�ie, �3. �'rime �or�kraca�� Wal+�er Form: f�ce3v�d by 5:0� �.m., fMve �5} �ity busir��ss days �sfi�er the b�d �p�r�tnc� date, ax�l���i�re a{ th� bid ape�ir�g �at�. � F'A�LUR� TO �OhlfP�Y 1r�17H TH� �ITY'� P�7lW�3� �RDI�AN��, �VlI�I� R��U�T 1N TH� �ID ���n,��a�,s�n����s��n,-��s�or,��v��o �����F���ar�or��. AG�y qt�e5ti�ns, pl�ase cont�c� t�e MlWB� Oitice �t {8�7� 87�-61[�A, A�I�CF��EN7 1 � Pag� '{ o{ ��� O� F�f� I�VO1'�I'T � ih�ir�of�i��r and 1!1l�r��n �u�ir���s �nt�rpri�� ����i�i�a��or�� IUIBEfWB�I��� _AT��J�. �;l I����:, �` ;�a`l � �l �a��so� �onstr�s�tic��ti► Ltc�. ],],-1�-01 °�{I� : C�MPAF�Y NAh}E �I� �k7� � te� �x �ewer on ��nri�r Rd . , E�.c . D4� �' � � i �i �PR�J�CT NAWME ���.���r Mur�s�� �('1'� .'Shll�V�iF f'[��JE�.'1'GDAL; �,�� � I,�1IIYQF. PFii�I:`+'�AG��4[.`FIl�VB�a r '�ail�are ta com�alete t#�is f�rm, in �ts entire�y w�th suppo�#Ing rfocurno��#atiar�� and re�aiv�d by th� lV�an�gir�g Dep�rt���e� �r� r bcfcree �:00 p..�rr. fxve (5� �ity �u�i�ess clays a#ker hid o�a�ning, 47�CIk�51VB O� I}r{I D��'f�lfl� ��t$F v�rill resu�t i�� �i�� bic aell_� c�i�i�i�ered r��r�-r��por�sive i4 bid specRficatoon�. "[�r, �nd�rsi�n�d bid�ler a�rees to ent�� in#� a f�rrn�l �gree�n�nt with fhe MBE a�rd�or 1N�� fifms t�r +n���'k lis#ed in tltii� �ch4..duCe. condi#ior�ed �p�n execu�tion of a���ti�ract wJth the �kty �f �ort 1Nartl�. ii�e intc�ntior�al and�nr �Snowing n�sr�pr�sen�afia:� o� facks is gEo�ncfs f�r �onsidsratEnn of disc�t��if�ic�tion and v�ill r�s�it irr �he bid being �onsid��t�d .���� resp�r�sEv� tc� �p�cificatians. �ornpar�y h#sene, �o�t�c� Na�aa, c�rtlf]e� �peetfy �ylL��ntraci��g �poc:lij+ � Ifems to l�$ [lallar �lmount ,ddress, an[� �f�irrrrhars[r N�. S�op� cri Work (*� Su��l�fld�`� ,�, ;. q � o- �x �- �' p i] g �� � � ?, !�7 h+ � � Y & S Supp�Y 2 579 C�da� �lr� � , �ess . 'rix 7�i43� 17-�6�7mmC}7B3 �u� Brown r � � f. �. ��x 4J6 A�vorc3t `P�€ 76��� � mm -8�0-8�6-8733 ��,�dy E���awn ��be� T�ucl�inq . �. �ox 7�1 t�ansf i�.�d ► T}� 7�vOf 3 7� �17-478�8998 = a�ie� �'�e�� TV Ins�ec�ion ' �rl� �Iaflhble �r���r�o� Coat��t� ���M1 ��� Hau�3ng b� 1�ur�� Tr�sc�c S�nd 1 $ S�J��.�� S� $2�2��.�� � � 1 ��Q� . �Ll r� NB�s �xlkfs[ h� �a�a�e� In 1he 9��In4) ��+�nly markatplac� Gr CurrenCly d�irrg husincss i� Ikte er�axkelril�G� at the tima �i bitf. � j 5nac�fy all �rraa fn whkc3� f�hVl���'s a�e to ba ul�llz�d �nd+or Iler�s to be se�pglie�� � !' oCn{1l��� Ilsting of �tern� t� ha sup�lEt�� Is r�squirfld In Ardnr �o reco�vo cradit loward 1#�e f4}lUVp� �o�l, 'j ' �Ei�r �a�h Tlof lewel. Tle�: Means iha leV�l o# su�oDfllr�Gfin� hcCaw tne prlona canlr��Ror�cor�s�ttkaFl�, �.e-, a dire�t p�,�atM�i�4 fYom Iha �rrlme r,csrrtf�rt4r to a subcor�tra�#�r I� cons�rJ�+rp� 9n lfer, a p�ym�fll by a st��C�nlra�tcr to �Si� supplEer I� co�sldflr�� 2"" �F�C. li !� FDi�M A�1US� �E i��C�111�D A1Y TN� Pui�1NA�ClJ� Dr�AR�'�1�NT BY 5=0d �r.an,, �kV� ��j C17Y �k�5[NCS� 17AY� #��ER B1� pPE�ll{,�G, E7��LU�l11� p� THE B1Q �F�NIh�G �+0.7E f3++v fJI�QR A�`ACHIUIEiVT ��1 Pa+�e � �f �G���r of Fort UVorih IU�i�orRt�r and INam�n 6u�ir�es� E���r�r�s� Spec"rfi��ti�r�� 1Vi��UVB� UTIL��AT��N Com�at�y Nar�a�, �ontact Narne. C�r,�iieck A�dr��s. a�d Tolvr��or�e hEo. a � M u � � ��[1-`�LX �EeCi�tlCl � �� �� ,�OyC� Dr7 V� � Far�. Worti�, ^i}C '7G� lf� � I 81?����-b���] � C�avle �u�ach�k � �a ❑ � � � �p,�cify BiL�antraetfn� &capa af Vti+orlc {*� ]3ydxo��u��� ar�d Sod� ing ���e�fy Afi iterrxs #o be Su�pli�ti�`} �ollar �krnnunt �� u -� e� � a� � � 3 $ f�0{i_00 1 � rhe bidder �urther a�ree�s to provide, direcl]y �o tltic City tip�rt re��rest, cornp�et� an� accurafe inforr�tiataon r�:�arc�ir+ ���ual worit perforiria�d by afl s��c�r�tra�t�rs, incluclirtg M�3��sj �n[Ilor W��(�j �rr�fl�emen�s s�r�m�tted will� t�7is bit �he bEdder also ac����s t� allaxn+ ae� ��xdit arsdf�r �x�min���ivn of ,7ny boaks� r��n�`cls �n� fi�es C�eld by �F��ie cam�.�t�y th3t rvfl� s�rbs#an#irt�t�3 #h� �ct�a� wor�C per#o�r��d by ��x�r �4i8E(s� ar�€flar 4V���s� ori t�is cnnk�a�k, by �� au#���rixed afficer [ :in�lq�ee of the Ciky. Any intk�nfion�l �f��IJ�r know�ng mrsre�res���a#i�n of �acfs wilx b[� gr��,�t�d� for �erminati�g th �ontr�ct or de#�arm�nE �ram �ify vvark far a period �f n�S less #�an �I�re� (3j y�ars a��1 far i�7itiating ack�arr u�der ���era�, 3t�tc� or L�cal laws �on��mifl+� false skaterrrents. A�1y failu�e to C�mp�y witl3 t��is ordins7nce and ����t�s a���t�ria� �r�acF� of �antra�# m�r�r resul� in a deter�inatian af �r� irr�spp�r5ible nfferor �nd fq�rred frorr� p�rt�ci��iin� in Ci#y w�r ar a�eriod of tEme r�o� less x[�an on� {� � year. ��� !.`f LL�B��W�Es �IUST B� ��RTIFI�� BY 7H� �riY BEFOFt� �OI�TRA�T AWARD I�arry �. Ja�ks�r-r �utl��r�zed a�igr��l�a4�� Prin�ed �r�tt�turg ,Ja�k�;�r� �o�struCt��o�4 Lt�. itle P�e��,c}��� �f J�Y l�a��n�rs, Inc., :om{�any Naix�e �11� �un Va�le� Drzv� wcJdrt�ss �'ort YJ�rthr �'ex�s 76119 �it �tef�ip �ode Cont�ct Nam� zr�d TitFe �Jf d�ff�ren#} ��n��e�l P�Xi�er ��7-�7�--3��3 T��o�af�on� Nurnbc�r �s} �17-4��-c]�d� Fax N�rml��r Date 11��1=(�I T��I� F�RE1� M1�5T �� F����1V�� BY THE PAAh1A�l�l� a�f�Al2Tt�1�NT �1� S:D� p.tn., Fl�f� (5} ��T1� �l1SE�V�SS �AYS AFT�R Bk� QFE#�ING, �XGLUSEV� OF T�-iE $I❑ OP�iVIh�G �AT� RoV, Gl2r9A ATT�4�#�i41�hlT 1 C page 1 �f � �I�]� O� �O� V��C�i� i_ .,, � ' . i1�IC1�l'I�j� ��ld �U0�7i��1 �lJ�ll���� �f�����1�� � � !� �,r`+ ':��t ��I�'�1 �:� ��f1 � 3� C��D �A�I��I EF��RT �ackson �or�stru���,a�t �td. PI`II'�'�C �o�l�yar�y �Jar€�e wa�.�� & �ew�r in ��nr�e� �d. , f�r�f e�t Name Etc. 11-15-0� �kd �]ate i]C7 F N o. 3 X�. 8 pr�jecl d�urrlbeF �If y�u E�a�a f�Efed t� s�c�,rfl MMlaC paetieipaS�on an� you hs,v� sui�contracting ar�dlof st��x�iier oQpo€tunitics or if� y�ur 14��8� parlMclp�tlon is less k��an th� Clk�r'� prajo�t goa�. you �� camplete t�ws f�rm. �f t�� hidt�c�r's m�##��d �f carrqpliar�c� wittt ��e MlW�� �oa! is t�ased up�n d�txroe���r�tion o� � "good €aith effort", tf�� 4�idde� w��! I�ave the burden o� correc�f�r ared accu���el�r pr�pa€ing �nd s�bm�t��ng the dvcurner�tati�n r�qurred �y t��� �itj+. �ompliarece wi�� �acfn f#e�, � tliru Cs beiow, shall sa�isfy th� �oad Fait� �ffort f�[�ui�emerl+ abs�nt pr�of of fr�ud, i�tent�on�l arrdlor �now�nc� m�srepresenta#ion �#�e facts o�' inter�t3or�a� dis�rirn�n��ipr� by �h� I�id�er. _ �ailurc� #a c��rMpE�te this fo�m, In fk� �rr#ir��y with supp�rting do�urne�tak���+, and rec�ived by the M�,r���in� �]�partmer�k �n ar b�for� �:0� p,m, five �5� City bus#rr�s� �ays aftar b�d openi�g, exclusive of bi� opening tl�t�, will r[e�ult i� the bxd �efn� ��nsid�red non-r�sponsive �� �aid �pecificat�on�. � � 'I.) P�e�se list each ant� every st�b�nnt�acling �nd�or s�ppli�r a�por#ur�ity �DD N�T L�ST NAMES O� �IRI'N�i whicFt wilC be �lse� �n t#�e c�mpl����n �f il�i5 pr�ject, rega�dless of whether it is to b� ��ovi��d hy a NElW�� or r�on- �k�W��. ��1se aafdit±arr�f �she�fs, i� r��ce$sa►Y� �.��t af: ��bcontractir�a Op,pnrtuniF�rs M�ni���es To�le� �te��a]. mV Tnspe�ti.s�� i1n�.�rior 1�4aMh�le Coat�il�g Con�ze�� Gutting Asphalt �aving Llst af: �i nl�er Oa�ortur�J� P1pe & F��.�.1�qS _ Sand Rocic Ha�� f i3g []}� Du� '7'ru�k �an����e R�d.i—i�i7� �o�es �}�dromu,ti�i� � ��dding A7TACi�iM�{�fT 7C Pa�e � tr� 3 �.j Did yo� o�tain a�urrent lls[ oi N9fW8� ffrrns frorn the �ity's �S�UVB� �FF'�c�7 1`h� ik�t is c4n�ide�ed in c�mpl��r�ce, if i� is not n�ore lE�an 3 montk�s o��i firoi� tF�o d�t� a� E�i� �pc�ning. � Ye� �r� o bateo�Lksting �� f � { 01. 3.� D#d yor� soficit I��ds frorn MfW�� firn�s, witC�in the s�b�antracting ar�dfor sup�lierareas �r�viousiy IisFed, a� least t�n c�ken�[�r cfa�rs prior t� bid oper�f€�g by ma�l, ex�lus3ve of t�e d�� t#�� bids �re ope►�ec�7 � Y�rs If yes, akta�h �hIW�� R��EiI �i5t�n� �o I�kGlude naR1e of flCrn and a�dres5 s�nd a�#�� - -- �V� co�y of 3etter rnafled. -0.� Did �+o� spli�it ���s fr0[�1 �4iIW�� flC�risr wit�in the subc�ntractlfl� andlar supplCer �reas pre�+[��ssi� I��#�d. �! luas# #�ri ,:alerr�ar �ays pri�r kr� b�d apenJ�ig ���r te1e�J���e, p�ccluslv� o� t�e �ay #he bit�� �r� op�ned7 � Y�� If yes, �kta�h IEst �o i�cf�c�� r��me of lU1NVB� �irm, e� �son cor.�a�teei, N� �hone numFreK �nd �t� �nd trrne �f c�nta�t. NQT�: A�acsi�nil� may b� u5ed ra co�ply with eithe� � ar 4, b+�t m�y not b� us�ti for I��th. �� a facsimil� � 9s ��od, �ttach t�e ft.x c�ntir�ation� w�ich Is ta prov�de hrff4116E r�nrr�c�, d�te, tirn�t fax nu�nber and � dc�currser�t�tiarr f�x�d. NOl`�� If ��I� �ist �f h41'W�� is te� or less, th� t�Eddt�r must c�n#�ct the en�ire list tr� �o in cornp�iance w�t�s yu�s�ions 3 a�d 4. ff a s�c Eist of MlW�E is rr�are #I�an ten, th� bidrler rn�est c�ntact at I�ast twa-#hir�s of #h� list bu� r��t less #F�a� #er� to �i� in �ofnpli�n�e w€th c�u�stia�s 3�nd 4. 5.) Did y�u provide p�ans an� s{��e:i€ir�tinns t� pol�ntial 1�J�1N$�s or infqrm�tior� regar�r€�� t#7� I�cation of �lar�� a�� s����fEcations in ord�r to as�isk iha N�1W��s7 � Yes �10 6.� If Ml�IfiB� birfs vuere raceived a�d re�ect�d, ycru rnust: {'I� Llst the M�1NB� f�rrns �nd t�� reason(s} �vr �e�ectian �i.e., q��otation r�at com�er�iakl]r reasoe�ab�e, Quafifications. etc.} �rett (2� Attac� aff3�av�t afld�or d�c:urnenlation t� s�p�ort the reas�n�s� i�s#$d b���w {�.e.. IetEers, rnemos, bids, kel�phone caJls, me�tings, [�tc.j �Y�eas� r�s� a�diffor�afis�e��s. lfneeessary. ar�� atfac�.J ��rnp�r7y �i�mo 7�iepF�ane I �ont��t F�orsai� I $�npe of �fo�'k �2�ason for R�jec##on � � �owt�wr� 'I`r���„� �29�Q5�4 E�. �ur���, 1 L��irr���des Ch�.�� �nv. i ,3-�8�-3�31 �, L�av�s � TV Inspe��ion L'a�e wf o��r3 L'o���; � � ATTA��IiN�[�T �� Pa�e 3 of 3 A��]f7i�fJAl� IN��R��Ti�ht: °..i'� � �leas� �arovld� addrtiot�a] info�-�n�tian you f��1 will further ex�Il�i��y+�Ur �i���+arrtl�l��i�st e�forts to ol�Xair7 iU�JWBE �articlpatlan on t�tis p�oxect. ' '� �.i R*i�i �� � �. i'i�l � � � � Tf�� b�d�e� further agree� to prc��+id�, directly to tli� �at�r �por� reqr�es#, ��rt�pf�#e anct ���ur�t� informat�or� regardi�g actua� woeic perf�rmed or� this ��nt�act, the payr�i�rrt #h�r��f a�d a�r��r propos�d �harege� #o tl�e ��igF��al aFrar�geme�ts s�bmitt�d with �hi� �rid. Tl�e b�dder al�o �gr�es to allo� an a�d�� �n�ilor ��c�rrrin�t�arr o# �ny boa�csr record� an.d fi�es h�ld b� th�ir cort�}��r�y ��at vuill sr�E��ta�nt�at� �k�e ��tu�f work performed or� �his �ontra��,. by an a�t#�ar��c�d oifcer or ��11�7��]F�'� O� tI7� C+��f. ��t�r irit�ntionaf a�ndlor kr�owir�g r�isrepreserrtat�on o� �a��s will be grau�c�s �or term�r�at�ng tl�e cont��ct or debarrnw�t fr�rm �it�r ►ar�rlc �ar a� p�riod af na# fr�ss tY�ar� tl�re� {3� �r�ars and for ini�iat�r�g a�tior� r�nd�� l�ederal, �#ate or Loca� laws �on��rni�g fa�s� �tatemen#�. �0.r�� failt�re �o c�mpl�1 �+vi#�► tl7�s ot'din�n�e ��tl �r��tes a material t�reack� of co�tr��t ma�r r�suit in a d�t�rrni�a#ion o� �n �rr���ons�l�l� off�ror and b�rr'�d �r��n �ar-ticipa#�ir�� in �itp �nr�rk far � pe�iod o� �ime r�ot less #han or�e �'!� y�ar. The u�ders�gr�cd �ertifie� �ha�t t�e i�farm�tion �ar�vided and tl�e 1�1iWB�(s� li�#ed �nra��were cor�t��ted ir� govd f�ith. It is �tndersto�d th�� arr�r MlV�1��{s} list�d ir� Attacfi�ne�t 1� wiil �� cor�t�cted a�d ��e rc2���rrs #o� ��t u�`tng tF�em will t�� v�r�fierJ b�r th� �i��r°s M�VUB� OfFce. � L�rr�+ �3. Ja�kson Autliorize�# Si�n�tur� �rinteti �i�n�tu�e P��S1'd�ilt �� �C� 1��i�1�G��Sr In�, � �,��'1���� �r��1:I��� Tft�e �T�CpCS�II C�II��XUCtfOri1 ��.C3. �01�7���1+� Ndff�e �1i2 �u� Va1��y llri+�e Address �'oYt �lbrtYl, �'�xas 76�1�J �ityl�tatef�l� �an#act �F�m[� a�€� Tit�e �if differertt� �3.������-���� Tele�h�n� Numbef�s� 8 � 7--�7 �--{34�] � Fax N�mber � ].--��-�1 ��te UPlIT I - PROP05A� i0: MR. GARY W. JACKS�N City Manager Fort Worth, Texas FOR: WATER AND SANI7ARY SEW�R lMPROV�MENTS WATER PROJEC7 N0. PW53-060530'l75970 SEWER PRDJEC� NO, PS58-a705$4175260 D.O.E. No. 3118 Fort Worth, Texas Na�ember 15, 2001 Pursuant to the foregoing "Notice to Bi�ders," the undersigned has thoroughly examined the plans, specifications and the site, understand the amount of work to be done, at�d hereby �roposes to do all the work and furnish all labor, equipment, and materials necessary to fully complete ai1 khe work as provided in the plans and specificatians, and subject ta the inspectian and approval of the Director, Department of �ngineering of the City of Fort Worth. The Contractor must be pre-qualified in accordance with the Water �epartrnent af the City of Fart Worth req�irements. Upan acceptance of this Proposal by the City Council, the bid�er is band to execute a conkract and furnish Performa�ce, Maintenance Bond for the water replacemenk contract only, and Payment Bond approved by t�e City of Fort Worth far perfarming and campleti�g said work wiihin the time stated for the foilawing sums, to wit: Following are the bid items r��uired far the repiacement of the water main in CONNEFt ROAD, DALLAS AVENU�, LU17�L�� STREET a�d STRONG AVENUE. The items are ta be incorporated into the Transpartation and Public Worics specifications for this projec#. Total quantities gi�en in the bid proposal may not reflect aetual quantities, but represent the best accuracy based on a reasonable effort of in�estigation; however, they ar� given for the purpose of bidding on and awarding the contraet. {F'urnish and install, including ali appurtenant work, complete in place, the follawing items.} (D-No. refers to related items in the Part D Special Ca�ditions.) PAY APPROXI�IAT� DESCRiPTION UF 17Ei�S W�TH BID UNIT IT�fila QUANTITY PRICES WRITTEN IN WOR�S I'RIC� _� 1. CONNER RDAD (Vicic�ry blvd, to Lancaster Ave.} 2. DALLAS AVENUE (Canton Dr. To Tension Dr.) 3. LUDELLE STREET {Beach St. To �. Dead �r�d) 4. STR�NG AV�NUE (Pate St. To Fitzhu�h Ave.j SECTIQN 1 - WATER IARPR01�E�ii�NTS: � � 1, 20 L. F 4" PVC DR14 Water Line; �er Linear Foot F� 26D L.F ��_,� �";c�,r� �n Dallars & � �� Cents $ I 6" PVC DR14 Water Line; per Linear Faot � �� �ollars & Cents $ AflAOUNT BID �D � � a�� � ��°� B-1 �RY !�'Fc�A 3. 4. �. 6a .. APPROXI14flATE D�SCRI�TIOld O� IT�111�51fVIiH Blb QU,�NTIiY PRIC�S 1lVRI�T�N IN WORDS 7025 L.F. 8" PVC bR14 Water Line (Inciudes Removal or Abat�daning of Existi�g Water Pipe); per l,inear Fooi � Dollars & �,� Cents 15 L,F. 10" PVC DR14 Water Line (Ineludes RemovaG or Abandaning of Existing Water Pipe); per Linear Foot � ���.v�J,00llars & �,� _ � ce�,tS 2110 L.F. 12" PVC DR14 Water Line (Includes Removal or Abandoning af Existing Water Pipe); per Linear Foa# 44 L.. F. 4Q L. F. * Contractor to bid one. l� � Dollars & _ � � _ cents *16" Pretensioned Concrete Cylinder Pipe C-303 (]ncludes Removal or Abandoning of Existing Water Pipe}; per Linear Foot 1�J �C./�M� bollars & Cents *16" Class 51 DIP Water Line Wrap�ed in Polyethylene (includes RemovaE or Abandoning of �xisting Water Pipe); per �inear Faat U R11i �RIC� ���a $ ✓ ��°� � �` ��� � $ ARAOUNT �ID $ � [ 0���� � �v�DJ � (� 7 �aQ =�i $ � l` "" `.' $ � �,�j�(,�j� � r & � ��� °-� � �'��� `_ �� Cents B-2 APPROXlIV�A�`� D�SCRIPTI01� OF IT�i4�S'Id9�IT� �ID V� QUAIViITY PRIC�S WRITTEfV IN WORDS 2060 L.F. �`20" Pretensioned Concrete Cylinder Pipe C-3D3 (lncludes Removal or Abandoning of Existing Water Pipe); per Linear Foot 2060 L.F .� �� , 8a. , �: . ,. 9. 1 L.S 14 Tons 10 L.. F * Contractar to bid o�e. � � Dollars & Cents '"20" Class 5'{ D!P Water Line Wrapped in �olyethylene (lncludes Removal or Abandoning of Existing Water Pipe}; per Linear Faot - r �� �-� Dollars & � � Cents *Furnis� and Install Cnncrete Pressure Pipe Fittings #or 16"&20" Pretensioned Concrete Cylinder Pipe C-303; per Lump Sum � �[/� Dnllars & Cents "'Fittings for 1fi"&20" Ductile Iron Pipe. Furnish and lnstall Complete in Place, including Concrete Blocking; per ion `� I�IJLC �.�J�2� �� I�� . � _ Cents 6" D.I.P. Waier Line Gomplete in Place per L'Inear Foat t , � Dollars & r � Cents UIVI� PRICE �.i[l-�'` $ � � oa � $ ANiOUi��' �I� �� $ i � � 3��'C� V � � uV`'�Y' � I� v�-E� � � ��o � � �qo� = $ �Q � $ [ vQ � B-3 FAY IT�IM1� 1 D. 11 12 `K� 14. 15. APPROXIiVIATE DESCRIPiION OF IT�MS Iiidl�W BID Uh11i QUAR�TITY PRIC�S INRITTEN IP� VkfOR�S PRICF 275 L.F'. 8" D.I.P, Water Line (Includes Remaval ar Abandoning of Existing Water Pipe); per Linear Fooi Dollars & � �� o� � Cents $ 3D L..F. �2" b.I,P. Water Line (fncludes Remaval or Abandoning of Existing Water Pipe}; per Linear Foot , � l .� Dollars & ��_. _ ��� Cents $ 1i6 L.F. 12" Water Line by Bore (Includes Casing Pipe, Removal ar Abandoning of Existing Wate�r P�)rp r Li�near F�oo_ t „ �C�l..�� Dollars & h �� �% � v 4 VYJ Cents � � { 240 L.�. 20" Water Line by Bore (Includes Casing Pipe, Rema�al or Abandoning of Existing Water Pi�e); per Linear Faof � �� o � ��---n,� - - ce t$_ 100 L.F. Extra DepEh far 20" Pipe in Excess of One Foot Below Plan Grade, as Directed by the Engineer; per Linear Foot � `��' Do�lars & � o � __ cer,ts $ l �- 15 L.F. �xira Depth ior 16" Wa#er Mair� and Smaller in Excess of One Foot Belaw Pian Grade, as directed by ihe ��gir�eer, per Linear Faot �� � Dallars & � ,�O Cents rd� � ! � i B-4 AMIOUNT �ID ��`��5� � 1 � � `-� J � ! � �� � 1 ����J $ ��p� r� O � 1 ✓ � � �P�Y IT�f�f , I 16. : �; . !I 17. ,'� :� 1 S. � � 19 20 � 21 i {. .. � �� APPRO�1Fi�AT� D�SCRIP�ION OF ITEAflS 116iIIITH BI� UNIT (,�IJANTITY PRIC�S �IIRITi@N IfV I�dD�DS PR10E 1 �A 2" Combination Air and Vacuum Release Valve wl Concrete Valve Vault, per �igures 16 & 17, Part E, General Specifications; per Each �'/l/ L ��� � _r� a� U�`} r� Cents $ " 1 EA 6" Blow Off Valve and 4' Diameter Sump Manhole per Figure 18, Part E, General Specifications (lncludes Tee at Main a�d Adapter as R�quired); per Each ��/ �-�0 I / "" Cents $ �� `" � � 'i EA 4-inch Gate Valve wit� Cast 1 Eron ox & Lid; er Each ��- . J1�.J �ollars & Cents � �� °r � 15 EA 6-inch Gate Va{ve with Casl iron Box & Lid; per Each , .V l � _ p �[/ Cents 20 �A 8-inch Gate Val�s with Cast lron Box & Lid; per Each Ilars & p Ih/ �,�i1tS 8 EA 92-inch Gat� Val�e with Cast Iron 8ox & Lid; per Each ti p ��] �� .� & � Cents / � r� ,,,., o - C.�4�i `� � � r /'�a� ���� v � AI4�DUfdT' �!� $ Q��� , ��LY �- W O � �7S = $ � � �' `r � ( ��✓ � � f � v � ��Ov � �-5 PAY IT�flfl 22. � 23, �` I � � 24 25, 26. I � AP£�120XIi4�A7E QUANTI'TY 1 EA 4 EA 14 EA 30 L.F D�SCR1P�101d OF IT��S WIiH �ID UtdIT RRIC�S'�NRI�TE� li� �9fORDS RRfC� A�AOUNi �ID 16" �ouble Disk Gate Valve Camplete w/ Concrete Valve Vault, Ext. Stem ancf Vaive Box witn a 4" By-Pass and All � Other Appurtances for Complete ! Installation as Shown on the Pfans; per Each t �i Q� ��V t(�fars & �c�ay { ,� l� � . Cents $ �J J 20" Double DiskGate Valve Complete wI Concrete Va�ve Vault, Ext. Stem and Valve Box with a 4" By-Pass and All ' �ther Appurtances for Complete Installation as Shown on the Plans; per Fach ��� 9� � � � rs & � 1 +� Cents $ � �O� � Standard �ire Hydrant; 3'6" Bury; per Each %�,D Cents , $ l���� �arrel Extension for Fire Hydrant over 3'6" Bury; per L; ear Fo�t ^ �C i.%"_C�'.� � ��O�lafS �c n ��5 � cents � 5 Ton Cast iron Fittings; 92�' or smaller; per Ton Dollars & �p Cents ��fj�°� � �.� $ ��L�N �� I $ � C� (�W � I . , � � 1���; � ����'.. i 27, 91 �A 1-inch SeNice Tap to Nlain; per each Q�. & ,� � ,� cents � �� � �O�- 4 � L � ~ � � =f � �� 33 � . i APPROXiIIA��� D�SC�1PilON Q� ii�f4l�5 WIiFi �Ib QUANT1iY PRIC�S WR1Ti€N IW �ilO�tDS 2500 L.F' knstall 1-inch Copper Service from Main to Meter; per Linear �oot �� Dollars & � Cents 1 EA. Install 36" x S" Tapping Tee, per Each . [��� �. �� Cents 1 EA. Install 6" x 6" Tapping Tee, per Each �I..J rs 8� / �.�v Cents � 39 �A Class "A" Meter Box Complete in Place; per Each ( � Dollars & � Cents 21 EA Install 1" �ap to 14'ain with 2-314" Bullhead Service; per Each `�GiU Q �,(.�� p�� & r�,� ��nts � L.S. Fumisi� and Lay 2-inch Pipe and �itkings for Temporary Service Canneetion; D-23; per Lump Sum . Dollars & � Cents B-7 UNIi PRICE 1 � "9 � $ ��D" Q v •v � 1��,v $ �� � a�ou�� �I� a $ ���_, � �� � C� � 118���� � $ $ �� °� � �-��� �= � �QOv � ��G i �AY APPROXII�VAT� IT�fl1Y QUANTIiY 34. 50 C.Y. 35. 50 C.Y 36. 13125 L.F 37. 38. 39, 545 L. F 4700 L. F' 7750 L. F. D�SCRIP710N OF li@I�AS WITH BIA PRIC�S !�lRll'TEP� IN Id4dORDS Type "E" {150Q psi} Concr�te for Miscellaneous Pfacement per Cubic Yard �� 1 l� Dollars & Cents Type "B" (2b00 psi) Concrete for Miscellaneaus Placement per Cubic Yard URlI� PRIC� 1 n� � J� �. Qollars & p � �/ L/ �_ _ � Cents � Trench Safety Pro�ection; D-13; per L.inear Fook � � Dollars & � � • dl � Cents , $ 0�- Permanent Concrete Pavement Repair, per Fig. �; per �.inear Foot `� , �� r pollars & — /� r� po '� Cents $ � i `' Perma� �ant AsAhalt Pavement Repair, _ per Fig. 4; per Linear Foot .. � Dollars & r'^ fl u f �, V _ _ � Cents $ ' Temporary Asphalt Pav�ment Repair, 2" Hot Mix on 6" Compacied Fiexible Base; per Linear Foot C V11�.d��CJ Dollars & a� _ _�f l� __ Cents $ � � ANiOUI�� BID �� a. .$ � i . � p+ ✓ $ $ l�l�s� � � (.Jv�J ! l(J �/ � � �f 0 �' ��q���i I �� �QAY APPFtOX119�lATE D�SCRIPTION 0� IY�RflS I�ITH BI� 11NIY ITEii�l QUANTfTY P�tIC�S {ftlRl��'EiV II� �idORDS PRIC� 40. 6 �A Remove and Salvage Existing Fire f Hydrant; D-16; per Each 41 42. 43. � 44. !�•� 70 L.F. 41 S.Y. 28a L.F 30 S.Y, 20 S,�. �, ! �tX,�CAUI�(1J�J Dollars & / w �Cents $ f �� � Remove and Replace or Canstruct New Chain Link Fence; per Linear Foot l�.V� Dallars & � � ° . � `� Cents $ Remave and Replace Existing Reinfo�ced 8" �hick Cancrete Va{ley; per Square Yard � Dollars & J� /�l �h ��j j r~� no � ���- Cents � Remove and Replace �xisting Curb and Gutter; per Linear Faot , Dnllars & (�� � � uy I v( J , C@flt5 � Remove and Replace Existing Concrete Driveway; per Square Yard . �ri�-( _ Dollars & o� ✓� o �9 -- c��ts � _ Remo�e and Replace Existing Concrete Sidewalk; per Square Yard A�OUNT BlD � ����.; ' � �D ::. $ $ a� ��o�, `1 TO�LJ�J`� $ ���� � � ; I ; t , Dallars & o� t m., !� �— J ✓ � (� Cer�ts $ � r ��0 1 � PAY AP�ROXIfflYATE D�SCRI�iIOfV O� IT�f4flS 1NITW �ID UfdIT IY�iIA QUAN f ITY PRIC�S WRI7'��N IP! l�ilORDS PRIC� 46. 4 Efr Exploratory Excavation (D-Hole); per Each 47 48. 49 �p�_ 59 3 EA 1 EA 1 Ea. 1 Ea � � J ollars & �y,^-� aa �� Cents $ � � �•�� � Remove and Salvage Exis#ing 2�" Valve and Demolish Concrete V�ult; per Each < Ilars & � i�h� Cents $ �� Remove and Salvage Existing 20° Val�e and Abandon Concrete Vault; per Each �� oflars & a� � CB�tS , $ ��O Remove and Salvage Existing 16" Valve and Demolish Concrete Vault; p�r Each .V'� ollars & _ �J� Cents $ Remove �xisting Water Manhole; per Each �� a� � � .11C� ollars & �d Gents $ �� � 10 S.Y. Rema�e and Replace Concre#e Walk per TxDOT Standards; per Square Yard � �� V � Dollars & Cents �o � �Q� � ��ou�� �ID � .� �OOU �" $ J �J a � �Q� � ���� $ �W � �on�� $ � 8-10 PAY APPROXI14flAT� � IT�I�II 0lUANTITY � � 52. 10 L.F. �I i ,I ' �I , �I DFSCRIPTi01�! OF� iT�f{AS IE4�ITH �ID PRIC�S WRiT7�N IN 1dV0�D5 Cancrete Encasement per Fig. 113; per Linear F�ot � � oflars & / �/ Cents 53. 2450 S.F. Hydromulch Seeding; per Square Foot !11 f , I� AMOUNi Bl� � �Q � � ✓ � � t .�i`� 1 L! 54. � 50 S.F, Sadding; per Square Foot r 4'; ._ � � ` . I Qollars & Cents UWIT �RIC� ��� � �r �� 17ollars & Cents �j''� $ cJ � 55. 70 S.Y. Rock Rip Rap 18" Deep, Complete in Place; per Square Yard i �I <� Dollars & ; � J�•�� Cents $ [� O ' � 1, � ii 56. � 3 �a. Install Utility C�`assing Marker at TxDOT , � Right of Way; per Eech r� � � 1 �+ /\ Y � �(� il 7J `I �, V , $ �� 4� . U�"� ollars & � = � m, �� Cents $ � �� � 4 �a. Concrete Bollards; per Each . � �.Q� � C7ollars & � CentS � �j� -� � � ��`� TOT�►� SECTION 1- WATER Iii�PROVEMEN7S: � (�ransfer To#a) ta Page �- SummaPy} � 1J 1�� ��� 8-11 �IST O� CA5T IROR1 �ITTINGS AS REC�UIRED BY �2-i.1°IA Td B� SUBIV�ITTEb lNITH BID � I � lilleight Each {�o. of Fittin�s 5ize of Fitting � iype of �'rttinq Fittings (Ihs) �otallNeiyht [lbsj 1 12°x92" 7ee �r� �V 2 12" x 8" �ee .� ii �' �� � D 3 12" x 6" I Tee �� � � L� 2 8" x S" 7ee /��J � L� 11 8" x 6" Tee � 7�� �"l � 1 12° x 8" Cross ��-5 �j�� 7 12" 45° Bend �/� � 50'r`J 1 12" 90° Bend �-�'�-�r ���j 4 8" 90° Bend �v�� �� 4 8" 45° Bend �/ D �"�Q 1 Q 8" 22 1/2° B�nd �/ o ,�� 3 6" I 22 112° Bend 7`� O�� 1 4" 90° Bend �:a � 1 �2" x 8" Reducer /� � r�p � I S 8" x 6" Reducer �bJ L�I� 1 8" Plu4 �a �� 2 12" � M.J. Solid Sleeve %/o �,� 2 8" M.J. 5olid Sleeve �S� 13 6 6" M.J. Solid Sleeve ��' p�� � 4" M.J. Solid'Sleeve �3.5"� 35 1 8" Cleaning Wye �,1�,2� ��� 1 B" Off Set ��� � ��� 1 12" 22 112° Fiend �� o aa� ! � �2" 11 �/4° Bend �� � a� � 4 8" 11 114° Bend �/ � L,�L.�� 1 fi" 90° Bend ��i �i � I - .- , � � ��5� � Contractor shall fill in blanks for "Weight per Fitting" and "Total Weight" as a part of his bid (weight will be based an M.J. B-12 � I � No. of Fittinqs , 1 3 1 1 1 8 2 i LIS.i OF CAST IROR! �'17YINGS AS RI�QUIFt�b gY ��-Y.11A �'O B� SUBIVII�'T'ED WITH �Ib F,t�eight �ach Size of �ittinq Type af �ittinq Fittings (Ibs) 20" x 20" Tee ��o� o 20° x 16" Tee G'/��— 20" x 12" Tee 7�` j�'" 16" x 12" Tee ��� 1fi" x 8" Tapping Tee �� Q 20" 22 112° Bend `.-���'�' 20" 45° Bend J�J�'r 2Q" 90° Bend � �O 20" 19 114° Bend ��`` a �otal {Elleiqht {lbsj lo� ��� �v� c�- -�� ��� �� �a� i ��a D �T 0 � ���� Contractor shalf �II in blanks for "Weight per Fitting" and "Total Weight° as a part of his bid (weight will be based on M.J. fittit�gs.) B-13 LIST DF COPICR�7� �'RESSU�t� FITTiNGS P1�53-0605301 i4i'00 C303 PRETEIVSfON�D CORfCR�TE CYI.IfVQEFt �IP� A�D OR SUBiRAC7 �O iHE �OLLOWING CONCR�T'E �I'�iINCS IRiCLUDIi�C II�STALLAYIOI� €STIMAT�b aa" & �B" A1dV1dVA C303 QUAN�'ITI€S B�NDS 2Q" — 45° za�� - 22p �o� 20" - 90° OUTL�TS 6" Flange or MJ Bell 4" Flange ar MJ Bell T��S 20" x 2D" 20" x 16" 20" x 12" 16" x � 2" 16" x 8" 8 �A 1 �A 2 EA 2 �A 2 �A 1 EA � �A 3 EA 1 EA 1 EA $ $ $ $ $ $ $ $ $ � Contractor shalf fill in blanks as part of his bid. h10�'�: Contractor is responsible for correct �uantity #otals of ali fit�ings and 8-14 PAoY APPROXIiV�A�'� D�SGRIPTION OF i7�I4�iS I�,fI�H �[D I��RfI QUAIVI"IiY PRIC�S I�IRI��N 11V 1NOit�S S�CiIOAI 2- SE1I�l�ARY S1�V41FR If�i�ROV�AIV�IVTS � � E 3. "8-Inch PVC Pipe �or Sanitary 5ewer Line by Open Cut, All Depths; per Linear Foot UMIi F'�ICE f � Dollars & � Cents $ �ll� �`� �4-inch DIP Sanitary Sewer Service I�y Open Cut, All Depths, per Linear Foat � � f� An Doflars & ag � � �' �" � _ _ _ Cents $ *4-inch PVC Sanitary Sewer Service Line by Open Cut, All �epths, per Linear Foot C� `(' J Dallars & � � � � Cents $ 4-inch PVC 5anitary Sewer Service Tap; per Each L�I 1� Dollars & � �D ✓ � Cents $ 675 L. F. 400 L. � 210 L.F { ' I 4. 24 EA. 5. 3 �A. Standard 4' Dia. Manhole, depth (0'-6'}; per Each � Dollars & � , y�,�!��-} v / � Cents $ C7�V� � * Contractor shall complete City Apprpved Product Form on Page 8-19. Af�iQl1Pl�' �ID $1 ��o�� $ j1��.�� � �f `�l D � $ U [ � �.i � 64 $ �, B-15 PAY I��AA 6. 7 � � 10 11 12 ARPROXIFWATE QUAMYITY 2 V.F. 2 �A. 1275 L. F 3 �A 3 �A [c��.l 20 V.F. D�SCRIP7I�IV OF ITEfV95 V1lI�H BID 11�l1T PRICES L�RITiEN IPE WDRDS PRICE �xtra Depth for Standard 4' Uiameter Manhole (exceeding 6'}; per Vertical Foot ��� _ � Dallars & ✓1 �tri Cents � $ � �O � Remove Existing Manhole; per Each � �,l Dollars & ��Q Cents � �(� O �� Trench Safety System; per Linaar Foot AiWOUNi gID � ��n � � ��n � �.�Q.� Dollars & �d �— a °� � Cents $ $ y �� Water Tight Manhole inserts; per Each Dollars & / r ,�, b� �� Ce�ts $ �-� V Install Concrete Collar for Manhales; per �ach � ' �"`'` r DO��afS & ��v ✓ �Q Cents $ Vacuum Test for Sewer Manhole; per Eacfi � � � Dollars & � �� a u Ce11t8 � Manhale Interior Protective Coating; per Vertical Fo t � .�� Dollars & �a { 4� Cents $ � J j ��' i $ f, � ^ �e. $ l.J � ���p/a ✓ $ �o� p� $ B-15 PtAY AP�ROXIIIflA�� DESCRI�YI�N OF ITEIViS Id�ITH BID UiVI�` ITEi� QUANTITY PRICES 1ddRIT71�N IP� WOI�DS �'RIC€ 13. 120 L.F. Replace Existing Curb and Gutter� per ,l� f s 'i 4. 15. 1f. 17. � i8. � �I � Linear Foot � � �ollars & ! � �V �_�/ii0 cents $ 55 S.Y. Replace Existing Concrete Driveway and Walk; p�r Square Yard �� �ollars & �- Cents % D � $ i(� 22 L.F. Permanent Concrete Pavement Repair; per Fig. 1; per Linear Foot . Dallars & �.:� � Cents $ �� �275 L.F. Temporary Asphalt Pavement Repair, 2" of Hot Mix on 6" Campacted Flexible Base; per Linear Foat F Dollars & o. r �`-' Cents $ � � 675 L.F. Post Canstruction Cleaning and T.V. lnspection; per Linear Foot �J � / �J 22 S.F. Sodding; per Square Foot Dolfars & �a Cents $ 1 r � Jt�l-QJ Dollars & �y+v � ✓! �rellf5 � v AI�OIJNT �ID � f �� ;� r � ��/� i W � ��� � � � ���� P� � 075� $ Il D °�' B-17 PAY AP�ROXIfVIA�E C}�SCFtIPi�ON OF IT�AiVS WITb �ID UNIY AI4fl0UWi IT�19� QUAf��`i�'Y �RICES WRITTEN IR� !PlORDS �RICE �ID �9. 12Q S.F. Hydromulch Seeding; peT Square Faot 20. 1 EA. � Dollars & �s _ _ _ __ __ Cents $ � � De-Hale Existing " Sanitary Sewer, L-4469; per Each � a� � $ r Dallars & D� a✓ C ti/�/ C�fltS � V� ✓ � �VV ✓ TOTA� SECiION 2- SANITARY S�1d9��R IF�PROVEIk��NTS: (7Pansferr Totai to Page R- Summaryj ������ 8-18 � ���r �,���o��� ��a�uc� * CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED i STANDARD SPEC. NO. SIZE . E1-31 4" thru 30" � � E1-25 �" thru 15" � E'1-27 4'� thru 95„ ` E1-28 18" thru 27" �E100-2 18" thru 48" Consuft the "City of Fort VWorth, Texas, Texes Standard Praduct List" to obtain the Generic 1 Trade Name and ` the Manufacturer for the pipes listed above. �� . , Failure to provide the information required above may result in rejection of bid as non-respansive. • Qnly products lis�ed above will be allowed for use in this project, Any substitution shall result in rejection of bid as non- � res�ansive. � :-, ._t �� 8-99 SL��fl�,4RY OF �I�S UNIT 1- IfVATER lMPROVEMENTS � TOTAL BID UNIT 2- SANITARY SEWER IMPROVEMENTS - TOTAL BID ��� ����� � � � IJ ���j � �� �' 70, �R 1 °= � l�ao �, �n3��% B - SUIVANV/�RY �/�R� � - ��OP�S�L lCantd.� Within ten (10) days after notificatian by fihe City, the undersigned will �xecute the formal contract anci wilf dekiver an appro�ed Surety Bond and such ather bonds as required by the Cantract Documents, fior the faithful performance of tre Contract. The attached bid security in the amount of 5% is to become tl�e property of the City of �ort wortY�, Texas, in the e�ent the contract and bond or bonds are nat executed and delivered within the time above set forth, as liquidated damages #or #he delay and additional work caused thereby. The undersigned bidder certifi�d that he has been fumished at feast one set of the General Cantract Documents and General Specificaiions for Water Department Projects dated January 1, 1978, and that he has read and thoroughly understand all the requirements and conditions of those General Documents ar�d the specific Contract Documents and appurtenant plans. The undersigned assured that its employees and applicants for employment and those of any labor organization, subcontractors, or employment agency in either furnishing or referring employee appficants to tl�e undersigned are not discriminated against as prohibited by the terms af City Ordinance No. 7278 as amended by City Ordinance No. 7400. The Bidder agre�s ta begin construction within 10 calendar days after issue of the work order, and to camplete the c�n#ract within 14D calendar days after beginning cons#ruction as set farth in the written work ord�� to be furnished by the Owner. (Complete A or B below, as ap�iica�Ee:} A. The principal place of business of our company is in the State of , B. Nonresident bidders in the S#ate of , our principal place vf busin�ss, are required to be percent lower than resident bidders by sta#e law_ A copy o� the statuie is aitached. Nonresident bidders in the State af , our principal place af business, ar� nor required to underbid resident bidders. The princi�al place of business of our company or our parent campany or majority owner is in the State of Texas. � Rec�ipt is acknowledged of the follawing addenda: Addendum No. 1 (SEA�) If Bidder is Corporation r' Addendum No. 2 . Addendum No. 3 Respectfully submi ted, , � � ' By: �'�-� Title: �j l�QAA��� � � ��J U'� �'j Address : � �� a � � . �-�(��1. 26 [ ( l� ��L��.r � � �������� ����A�Y��� L!'i�l�1� V� LLJ4� J1 �41�� LY�VL�U�44� Yt �7�� LriL:l.l#-� �L' �k1rY14i:+F'�1..7 ��� � e1-�.. � C1-J. . � �1-1.3 C1.-1. 4 ���1.5 �1-�I . 6 �i-1.7 ��-1.8 �1-�.9 c�-�.. Lo ��-1_lI ��.-1.12 C1-1,l� C�-1, 1�4 �l-1_1� �1-1.�G C�-�.17 C��1.�9 ��--1. 1� �1�I.2Q �1-I.21 C1-l.�z ��-1.23 �1--1.2� �x��.. �� �1��.26 C1-�. �'7 C1-�.�8 �1-�.. �9 C1-1.30 ��.-i � �i C1^�.. 3� iJ��14Y�1�4f�� T���l�il�lOn O� �`L��A1S c�n�r��� Docu�nen�s �lvtice to B�ddera Qroposal B�dc��r ���� c�-� �. �1�1 Ci�I C1-]. �1-1 ��-1 C�-I ci�-i �l�-1 �1-1 C�-� C1�1 �1-i �1-1. ��-� �1-�� �1--�. �1--1 �l-1 C1-1 C1-1 C�-i ��-1 �i-1 c�--� �1-1 ��-1 ��.-� ��-� ��-� ��-�. i � + ��� ��} ��} (2 } (�1 i2� {2} ��� (3) I3i (3} (3i I31 �31 �31 ��} f4) �4� (41 (41 €4i €41 i�1 i�l c�} I6) �b} (6) I61 (5) €�� ��-� ��-2,� ��-2.2 ��-2.3 C�-2.4 C�W2.5 �2-2.5 �er�cral �or�di�i.ans ��e�ia�. ���d�.tions �g�ca.fi�at.io�s son� contr�ct P�.an� �ity �it� Co�ncil l�ayo� �i�y Ni��ag�� �z�y Atto�ney Directo� of Pt�l�l�c 4�or�Cs €�ir�cto�', �ity Water Depar�m�n�. Eng i n �e� C�n�ra��v� Sk���t1�5 "�h� S�ork �� Pra�ect Worlcing �a� �alen�ar D�y �,ec�al Hol.iaa� �4��xevia�..ions Chanc�� O�de� Paved �tre��s and AYle�rs C��pa�rec3 ������s �nd A1���s City Stre�ts Rc�adwa� G�av�l stree� ��'�'�1�P�ETA'i`�OI� AiQ� PR�PA��ITION OF i�ROFQ�AL Fr�g��a� F'ar�n �nter��etat�ion o� {�ua�titi�s �xama.nati�n o� �ot��r��t �oc�rtez��s ar�d Site �u�rni�tir�g of �ra�osal Rejection of Propas�Xs Bi.d �ec��ity C2--2 (1? ��-� {�) C2-� {2) C2�-2 { 3 ? C2-� {3} ��-B f3} ( �, } ��=b C��6.� C�-G.� ���6.3 ��-6_Q ��y6.5 CG-G.� ���b.7 CG-�6_� �6-6.� C5-b . �.0 �5-�.11 (�b--6.1� Cf�-�f.1.3 C5-6.X4 C��6,�5 �6-�.16 Cb-& . 1.7 Cfi-� .1� �6-C.19 C6-6. 2(1 c�-�.�� ��-� C7�7 . �. C7--7. 2 �7-7.3 ��-7.4 �7�7.5 �7�7.0 C7-7_7 C7-7. S �7-7.5 �7--7. 10 �7�7. ��. �i-7.1� �7-7.1� �'7-7 . 14 �FGAL ��.LA����� �N� P�BL�� �ES����IBIL�TY Law� to �� O�s�X��d P�r�its and Li���ses P�t�n��d Devi�est M�t�rials and Pr��es��s �anf�.ary �rovision� �ub� �� Sa � ety anci �onv�n i, e nc� i>r.i�rxl��e� aC Contrac��r in �tr��t�, Al1ey�, an� Riqht�of--W�� Rai.lway CroSsin+�s �a�rz�a�es� ��rnings and Watct��err !?s� o� �xp�.asives, D��� W�,igl�t, �te. #��rk �#it�ir� Easecn��n�.� Ind,�p�r�der�� �ol�t�actar �on�raetor's R�s�onsibility� P�r aa�ag� ��afms Cont�a�tor's ��ai�t for �a�rrag�s Ad��s�ment of Rel��ation of Fub].i� [�tii,�ties, e�c. Te�p�ras�+ �ewer C3�ain �or�r����iar�s Ar�ang�m��t a�� ��arges of Gvat�x� k�urn,ish�d ��+ �it�r Use at a��c�i�n o.f. Pox��or� oE tt�e W�r� �or}t�ac�pr's �t�s�ons�bilit� f�r 4�a�k No W�i�r�r a� L�gal Ric�hts Persarsal I,iabili�.� oC �ubl�c ��fi�ia].s s���� s���� �r�� ��os�cz���o� �►r�� ������ss s�xb�.et�xng Assiqr�m�nt of �ontr��� pr��ec�tion o� the 4�Jork Limita�i�rrs �f Ope���i.or�� �h���c�.�r o� 4��rkrna� �nd E�u��r����� work �che�uE� 'r�me o� �ommefl�er�er�t artd �ompl�tion ��c�ensian o� tim� a�' ��mp�e�i.�n D��L��rs 'Flm� ot �qr[rgl,���on �usp�r�sion by �o�r� c?r�er T�mp�rar�t �usper�si�n Te�m�nal:�.or� o� Cankr�ck d�e �o i�a�ic�na�, �rn�rger��y �us�er�sian of �1b�n�o€�r��rit of t�e �6-b �6�b C�-b C�-f �6-� �6-6 �6-6 Cb-6 C6�-� �6�6 �6-� C6�-6 CG-b CS-6 CG�S ��-C C��-6 �b-� �b-� �G-6 C6-6 �7-7 �7-7 C7�-7 C7-7 �7-7 �7�-7 C7-7 �7-7 �7-7 �7-7� C7-� �7--7 (1J (1� II) ��J {�? �3) (�1 (41 (51 (6) IS� �8} � � �7 l i �. � } { ��? (11) {11) �11) (��1 (1�1 ci�� (X� ( �, } iI? ��} ��) �3) �Ql �4) I41 I5} €G 1 ( fi � �7-7 {7� W�rk a�r� Ar�nt�lmer�t af �:antr�ct �7--7 ( 7� �7--7,15 E�i��F L11fIi�1']� of ��ntrac� �7-7 I 91 C7-7.16 '���r�zr��t�or� �ar Cor��r�nie��e o� �Y�e �nw�r �7�� L101 �7-7. �7 �af��y l��tE�od� and P�ac�i��� �7-7 � ].3 } C8-�9 hi�ASUIi�M�N'�' AI�17 PAYQ�'1E�3'i` �8-5.1 h�easar�m�rr�. of Quantik.ies ��-8.2 Ur�it P�ic�s C8�8 6�1 ��-8 f �. } i31 PAR� � � �����AL �A�D�TY��� ��-1 DE�IN���O�S �E�T�qN C1W1 DEF���TION� ��-�.i DE���TT�b�S O� T�RMS: �h�neve� �� �hes� ��n�xact Do�uments ��� £ollo��ng -�exms �r pron�un� in �1��� �f �hem ar� use�, th� z�ten� an� rn�an�ng s�al� be �nde�st��� a�d zn���p��t�d a� fa�lo�s: �l�l.� CONTRA�T DO�UMENTS: The �ontract D�cum�n�s ar� al� o� t�� w�i��e� an� dra�n doc�m��ts, s��h as S��C��1�$�lO��r �onds, add�nda, plans, ��c., wh�ch gov�r� th� ter�s an� �er�o�rnan�� o� ��� c�n�rac�. T��se �re �on�ained in �he �ene�a� Ca���ac� �oc�m�rit� �rid ��e ��e�i�� ����ract Doc�me�ts. �� k71:+I1L'�Rt'41i llLf�14��4� ��LV�J:�LY1�7i 1[i� ��n���l 4������'� �vcu��nts g��r�rr� all Water Dcpartrn�nt Projeet� and in��ude ��e f���o�ing it��s: PART A - NOTICE `i'O H�DD�RS {9arnpl�i PART B - PRDPOSA�, ( ��r�j��� 1 PA�'�' C - G���RAL G�h]Ilt'S'�Ot�� (��'�`Y1 € ��v��.op�r } �A1�'�` �7 - SF��IA� �Q�3�Z'X'�0�� P�4F�T E - S�E���'Z�1�ITIOE�S P� �[�z�rs� �������ams p�,1�T F -� B�NDs {�amp].e) PA�T � - C��TRA�T (�atnpYe) S�hite Whzt�e Cana�y Ye�low �rawn Gr��� E�-W�i�� E2�-��Xci�n �t�d E2��4�h�.te B�u� wh�te Whi�e b. SP�CYAi. C�{�'Ti�AC'� DOCUM�3��'S: �€�e �peci�,� Conk��act �c���men�� are �rep�red for e�ck� speci�i� gro���� as a �u��J.em��t� tv the �eneral �or��ract �ocur�en�s a�c� �n��;.ic�e �he fo���wir�r� �.terrr�: PAFtT A- N�TI�E TO BIDDEft� �Ad���'t��em�rlt� ��zn� �s ��ove PJ�RT �3 - P�O�O�i�� i �itl l I�A�fti' � -- G�t�Ei�2��, �QNDIT��N� P]4R`,[` D -- �PE�iAL �O�]D�TIOt�� PAf�`�` k� - �F��S�`X�A"T'�OfV� P�F�M�'�'�f �'P,S�f��NT� PA�T �' - Sbt�DS ��1RT � -� CONTRA�'I` Pi4RT H - PLAf�� {U�u����r 6�und ���arat�lyJ �l-� il) Eaxl-hful ��rformanc� o� �h� contra�� and i��tiude th� fol��wing: a. P�r�or�a�c� �on� (s�e pa�ag���h �3�3.71 b. ��ymen� Bo�d {se� para�raph �3-3.71 �. �ainten�n�e B��d �s�e pa�a��aph �3-3.71 d. Fro���al or 8i� �ecurity (se� Sg�cxa� �ns�ruc�ions �� Bidder�, �art � �nd ��-�.�1 �1-�.1� C��T�A�T: �h� Con��a�� z� �h� fo��a� s�gned agr��roen� ��tw��n the �w�er and t�� ��ntr.ac��r �ove��ng t�� mu��a� unders�a�ding �� �h� �wo �����acting �a���e� abo�� �he pr�j��k �� b� ca�p�et�d under �he C�n�r�c� �vcu��nts. �1�1.�1 PVANS: �h� p�ans a�� �h� dr�w�n�s �r ����o�u�tians the��f��m �a�� b� th� �w���'s r�p��s�nt�t�v� sho��ng i� �etail the locationt dirn�n�io� and p�sztxan a� the �ari�us elements vf the p�oj�c�, znc].�ding such ��o�il��t typical crvss-sect�o�s� la�ou� diaqra�s, wor�inq dr�wirigsF �r�limi�ar� draw��gs and �u�h su�p��m��t�� �r�wings �s �he Dwn�� rn�� ��sue �� ���rify ����r draw��gs o� f•.o� �he p�rpos� of sho�ing r.ha�g�s i� ��� woxk ��r�in��t�� auth�riz�d b� ��� Owner. ��e plan� are usual�y bo�nd s�parat��y fr�m other parts of t�e �an��a�� �a�u��n�s, bu� ���� a�e � ��r� a� �h� �ontra�t Docu��nt� j�s� �s �h�ugh ��ey �ere bo�nd therein. Cl-�.�� �rT�: The �ity o� Fort WO��ilr T�xasx a m�nic�pal ��r��ratio�, a�th�rized a�� �har��r�� u�der �h� T�xas S�$t� Statu�esr a�ti�g by ��d thr�ugh it� gov�rnfn� �ody nr its �xt� Marrger, �a�� af whi�h is ���u��ed by c�ar��r t� p�����m sp��xf�c duti�s. Resp�ns�bi�ity fpr ��nal �n��rc���nt of �ontra�ts invoZvz�g th� Cit� o£ For� ��r�� zs by C�arter v�ste� xn the ��ty Manag�r. ��� ��rrns �it� and Own�r �r� s�n���mous. �1��,�� �IT� �O�N���.; �he du�y �i�cte� and qua�i€i�d g�ve����g ��dy o� ��e Cit� of For� Wor�ht ���xas. ��-Y.14 �AYQR: The �F�i�ia�l� �lected ���v�, or in his a�s�ncet t�� Ma��r �ro �em �� ki�� Czty �� F�r� ���t�+ ���as. �l-�.1� ���Y MANA�FR: The of�i�f��X� a�pox�t�� a�d a�thor€�e� �i�y �����er �f th� �xt� of Fa�k ��r��� '���as, or ��s � uX� ��t�ori�ed r�pr�sen��kiv�. �i-1.1� CITY ATTORN��: {�he n���cia�].y appointe� ��t� Atto�n�y of ��e ���y o� F�r� �orth, �e�asf or his du�� aut��riz�d ���xes�n�a�ive. �1-1 (31 �. �. 3. �. S. 5. 7. 8. �, New Yea�'s Day M. L. �i��# �r. �i�th$ay �h�r��r��� ��y Independ�nc� �a� Labor Day Thanksgi,ving �ay Than��g�.v�,ng �`�i.day �t�ri.stmas �ay S�ct� o�.���r c3ay� P�olidays as the ��,y d�t�rm�n� z� ],i��s vf Ckty Go�ncxl Jan�ary � �hird Monday in �anua�� Las� Manday �fl May .7u�.� 4 i�irs� Mqr�B�y in �ept�mb�r I�'ou�tl� '�h�rsday in Nov�mb�r F'�urth Fr�da� in Nov�mber D�c��tb�r 25 W�en one of �}�� ak�ove n�med holidays or a s�ecial ho].ida� �� d���ar�d t�}� �.l�e Ci�� �ounci�., �alls on 9atx�rd�y, i:h� h�1id�� s���.� be obs�r�r�� on th� prec��ai�g Fri.��}� �r �� it f�X�s on S�nda�, it s�a11 b� o�ser�ed on th� folXovring ��nc�ay, by �t�ose e�tp].o}��es �r�r}cing an workzng tla}r �p�ra�.ions. Er�plo�+e�s �aorking cal�ndax da� �pe�ations �uil� consider th� ca�en� �r �kO�.i�d�' �� �ile �30��C�d]T. C1-1.�G A��R��II.ATiON�: Wh�r�v�z th� a�b�evia�xan� �etin�d h�rein appear �� �o���a�t ���ur��n�s, the it�tent anc� r�ean�nc� sk��ll be as f4lza�rs: AA S H'X'O ASC� L��1 ASTM A4�W� ASA fi i As�at�. Av�. Blvd. CI �L �Z I�a.n . ].�. t�i H 1�a � . - Ame�i�ar� Associat�on oE M�D ��at� �3ighw�y Transp�rkatiar� �ffi�ials - �merican �ociety a� Cxv%� �ng�n�ers -- In A�c�rd�,nce S�ith - A���r�can S��i�ty of �r���i�,� �������1� - Am�rican Wak�� Works Asso�iation - �erican �tar�r�a�rds Asso�r�tion - �i�drauii� Ins�i�u�� - A�phal� - �tr�nue - Bouleva�d - Cast ��ot� - �ent�� �ir�� � �alvar��ze� Y�'on - L�n�ar �r �,ir�eal - �ound - �lanhp�� - Maxzmum - �li�lx�r� Gal�vns P�r Day ��'S - �uba.c �'oot �ae� S�cand �S i n . -- N�ono . - � - F� - I . i� . - El�v.-- � - � - Tr�. - i�'t , - 5�. - �Y � Yd . �- �Y - Y�. F. - 1�.�. - M1111Rt4�ilt �ionolitnic �ercer�tu� Radi�� �r�sz�e �iam��.er �.�. - �uts�.�e ��ame�e� �leva�ion Fahr�tt�t�i� C��kzgrade Ihc�r F��� ��r��t �e�bi� 3fa�d Y�rc3 �q�ar� Yar� L�.n�ar E'oo�. Uuc�ile Iran C1-1 i51 ������� c - ���r��� �o����i��� �G"`6 A1yi1L�LLri�LrJ41�Yi ilJ4Y a`t4YLf ��,G�l3�i'7�J,V4w V� J�ikVF4fi�AL s���iot� c�-� zt��r����r�rx���z� �,�� F����.�►��or� o� ��o�o�n� �2-2.1 PR�P��7�L �'ORr�: T�,e �wt��r wiL� �urnxsh bi.dd��s w�th pr���s�l fc�rrn, �rhicFi wi11 ��ntain �n i t�rni z ec� � is k� of t�e i tems o� waxl� �� �e dor�� or ����ials to be �uxr�i�h�d and upon wh,icl� bi.d �xi.ces a�e ��ques�e�. �h� Proposa�. for� wi.11 s�ate the A�dder' � g�n�ral, u�rl�rs�anr�ing o� the paroj�ct t� b� ��rnp��ted, prav�de a sp�c� �or €s�rn�s��r�g �t�� �mo�n� o� b�d security, and s�ate the basis f�r errt�ring into �, forma�. con���c�. �Y�e O�r��r wi.11 furnish Eorrns �or th� B.�dd�r�s '��xp�zience R��oard,'� '��qui.p��n� �chedul�," and "'Financi�l S�at��r��n�,,� a�.]. a� vr���t� r��st �� prap�r.l.�r ex�cu��c� ar�c� fxl�d w�th the bi��cto� of t�e �i�y S�ater D�par�m�r�t on� we�i� priar , �� �he hou� �o� ���nx�q v� bi��. '�i�e �in�,r��,�al. s�at�m�nt required sha�.l hav� be�� g�`e���ed b�► an ind�p�nd�nt ��r�i�i�d publi� ac�ountan� or an iride��r�dent puk�li.c accounta�xl: holding a valid pe�mit issu�� �y �n a�p�ro��i.at� s�at� lxcerrsing ag�n�y, a�►� si�a�l �a�r� ���r� s� gr�par�d as #�o r��l�ct th� cu�r,��r�t �inan�ial statvs. This st�i�n�ent mus� b� �urr�n� and not rnor� t�an �ne (�) }rea�r ald. in th� �a�� that a bi�di�g c�at� L•ails wi�hin �he ti�e a n�w s�a���n�rtt i� �eit�c� pr�p�r�d, �h� pr�vi�u� s�atem�n� �hall �� u�da�:�d �� pro��r �r�r��i�atian. �,ic�t��� �,ssets in �h� �mount� �f �en (IU�J pe�c�n� ot� �k�� ��L•z�a�ed pro�ect cost w��3, be r�guir�c3. For ar� exp��i�n�e r��vrd �� b� cc�ns�de�ed to k�� a�c��table �or a g�uen ��oj���, it must r��'Te�� �i�� ��cperien�e of ��� �k�i� se�lcing qua�i.��.cata.on i€r work of both �l�� �arne nat��� ant� ��gr�itucle as tt��t �� �h� �roa�ct �or which 1��,ds are �o be ��c�xved, anc� �uch ex��ri�nce must h�ve k�e�n or� p�oje�ts �om�Le��c� nat m�r� th�n �i�re I�} ���rs �ri�r to th� da�� �n +wh�ch ar� t� he r�cezv�d, Thc� D�rec�.o� o� th� 4�ate�r degar�mer�� aha�� 1�� s�I.e judge as ko tE�e a�����abi'ltt�r of �xp�r��n�e �or �uaJ.if f�2�ti�n ko b�d an a�y Fort Wo�r�i� Wat�r i7�pa��.mer�t prajec�. Th� prt�spe�tive i�zc�de� �ha�l s�t��duY� th� �quipme�t he 3�as a��ai��t�l� �o� �hc praj��� and �ta�� t�at h� wil� rent su�h addi�ion�� �q�ip�tent as may b� r�qu�r�d ta com�l�te th� pro�ect �r� s��roi�h h� s�b�nits a��d. ���-2 . � ��7T�:RPR�TATI�N OF QUA�T�'�:[��: "�Y�� t�ua�ltzties �� wor�C a�d ma�eria�.� ko E�e �u�rr�.ish�d as r�ay b� listed in th� �ro�osa�. ��-�(11 O�n�r �a� �he En�in�er �u�rantee that th� d�t� shown za �e�resenta���e o€ c�n�xti��s which ac��a�i� ��is�. �2��.� �U��ITTY�� 0� �ROPO�A�: The 9idder s�all su�mi� his Pro�as�� �n ��e ��rm furn��h�� �� �he Own�r, A1� bla�� �paces appli��b�� t� the �ro�ect eontax�e� �n �he ��rm sha1� b� co�r���ly �xl��d i� a�� t�� ���d�r �ha1X s�s�� �he price�rt w�i���n i� i�k �n �o�h wo�ds a�d n��erals, for whx�h h� �ropo�es t� do �h� wvrk ca����p�a�ed �r .�urn��h� �ha rn��erials �e� uired. Ali s��� pric�s shal� �e writte� ��gfbY�. In cas� of d�scre�a�c� �e�w�en the prkc� writt�� xn word� a�� the p�i�� wr���en in numera�s, �h� pri�� rnos� ad�an�ag�ous �o t�e �i�y �haX� go�e��. If a pro�osa� is s�bmitt�d, by �►n individ�a�, �fs o� he� t�ame m�st b� sign�d b� hirn I��r1 �t h�� (h�r} �u�y a�th��iz�d aqen�. �f a pro�aos�i is su�m.it��d k�y � tirr�, assoc���i.c�nf nr p�r��r��r�hip, �he nam� a�rl add�ess �€ ��,�h me�l�er must �� giv��, and �.h� proposal rnt�st �e sign�d b� a m�m��� of �he ���r�tif asso�ra�ion, or �artn�r�hip, o� by a pe�cson duly au�l�oriz�d. �f a p�o�osal is su�mi�ted by a compan� �r �orpo�r�tio�, t�te c�rkt�ar�y a� �or�o�at� nam� and busine�s ad�res� r��s� �� g�.�►enf and th� proposal �i.g�ted �� a�t o�fi�i�]. �� c3u�y au�harfz�d age�tt. Th� �o�cporate �ea3 rnus� b� 2�ff i��d. i�ow�z �� A�.���n��r �uthorfx��ng �,c�ents o� othe�rs t�o si.g� ��o�osal. mus� �� p�op�rl� ce�etified and ���� be x�x w'r���ng �r�t� sui�mitted �rith �Y�e propos�l. ���2, � R��T��T���1 O� �RO��S�iL�: P�rop�s2��.s may be �ej�c�ed if t�h�� show �,rt�r al�er�tion o� w�rris or figu�re�, add�.tion� r�ot cali��l f��, coi�d�.�ronal o� txn�alled fror alter�a�� t�ids� �.��ompl�te l�id�, er���re�, o�r �rreqularit��s o� a�t� �Cit�d� or con�axr� unbaYan�e �ra�u� o� at�y it�ms. ProposaX t�n3�red or deliv�r�d a���� �he o�fi�iaL ti�e d�s�gnated �or r�c�ipt o� �roposa� sha11 k�� retu�ene� �o the Bidde�e ur�op�n��. ���2.6 81� ���URiTY: I3o proposaZ �r�ll i�� c�risidered ur�l�ss ft i.s ��com�a�i�� b�r �, "�ropo�a�. ���u�ity�� o� th� �ha�act�r and �.n th� amoun� i.ndi�a�ed in �Yxe "i�ot�ice �a �i,dd�rs°� a�rd �he ��P�opo��l.." �'h� S�d ��cuxi�y ia r�qui��c7 b�► t�ixe ��rrr�� a� ��id�r�ce o� good �2xith or� �he ��rt o� th� �i.dder, an� by� �a�' of a gu�ran�y tt�at if awa�d�c3 the con�.r2���, tY�e Bidc3�� c�i��. �ri�hi.n t�h� �c�qu���d tfr�e ��c���,te a�or�na.l cor��ra�� and ���n��k� t�se r��uirec� p�rf�r�an�� atnd o�her bo�c�s. �he �S�d �����i�y �� th� 1�hr�� ].owest b.idde�t� wi�l �e a�e�.�ined until the contract is �wa�d�+� or oth�� d�sposi�ian fs m�de �h�reof. The bi� securi�y o� all otl1�� b�d�ers rnay be ar��ur�t�d �romp�.�� a�t�r th� �anva�� �� b�d�. ��-�i3} Dwn�r ���er��s t�� �ig�t �� wa3�e a�y and ��� �.�r�guYa�i�res a�d ta rnak� L-h� award of th� cank�a�t to t�� �est inter�s� �f �he ��t�. �end��ing a pxoposal af��r ��e closing hour xs a� �rregu�arity which �a��ot �� wai��d. ��R�.�� �__..���UA�_Z���A��ON �F BIDQER�: �idd�rs may �e dzsqualif.ie� an� ��eir p�opos��s �ot c�nsider�d fa� an� of, b�t �o� lim�ted L•or t�e follo�ing r�aso�: a. R�asans �ar b�li�vrng �ha� coll�s�on e���t� amo�g ��dd�r�. b. R��s�na�1� gro�nds �a� �eli�vinq ��a� a�� bidd�� i� �nL•�r�s�e� i� mar,� �han nn� pro���al ��r wor� co��em��ak_�d, c. Th� bidder b���� in�.���sted �n an� �.�tigatio� ac�ainst �he pwn�r or wh�r� the Dwn�r m�,� h�.v� a �1��.m ac�ains� �r be �r�c�ag�d in Ii.tigatiart ac}�inst th� bid�e.r . d. Th� bidder �eing in arr�a�$ an any exis�i�c� c�r���a�� or t�av�ng d��ault�d �n a�r�vi�ua contra��, �. Th� bxdd�r ��vrng pert�rm�� a��`i.�x� con�ra�t �n a� �nsatis�act�ry m�r�n�r. �_ Lack of. comp�t�n�y as re►r��l�d b�+ �ize �i.nanc�a� si.a���entr e�c�����n�� r�cordr �q�ipr��n� s�h�du��, anc3 s�s�� inq�ir ie� as �h� �w���e rn�y se� f it t� mal�e. g. �'ncomg�.�t�ed wvrl� whxcht in t�� judgmen� o� th� Q�tner, wiXl p�ev�nt v� �.x�nder th� prar��t �arn�a��t�ort of adda.txonal wn�:k if �w��rde8. h. Ti�� bidd�t not �ilinc� wit� th� Owr���, �n� �a��lc i,n adv�nc� a� t�� liou� o� �he openinq �� pzo�osa�s t��xe follo�air�� : ].. Finarr�.iaY �t�t�m�rs� sho+�ing �he fi,na�ecial condit�o� aF th� ��dder as s�e�xf��d, in P�rt "�'� T Specia�, Xnstr►s��i�n�. �. � ���rr�r�t �x��ra.en�e r��vr� �h�wxng espe�ia���r �h� pr�j�cts af a na#:ur� similar �o the or�� und�r cc�nsir3erati�n, which i�av� ��en succ�s��ully cot�pl�ked �y �he i�i�d�r. 3. Ar� eguipmen� sc��ed�le show�ng �h� �qui.pment th� k��dder ha� �v�i.].ak�ie f�r u�� ar� �l�e p��jec�k. Th� B�r] I�r�����,], o� a bi.dd�� who, �n ��x� audgrn�n� �� ��� ��qir���.r, �s drsqu�lrfx�� un��r �he re�uir���nts sta��d S�erein� sh��X be ��t asi.�� �nd �at op�n�d. �2-�{5} ���� � - ������� �o�o��xa�s c�-� ����� ��� �x����Yo� o� �4CUME�T� �E�T�O� �3-3 A��RD A�� E���U��ON �� D�CUM��TS= �3��.1 �D��x�E�A�I�� �F PRO�D�ALS: R�t�z �roposals hav� ���� ope�e8 and read a��u�, ��� propo�a�s will b� ta�ula��d o� the ba��s of �h� quot�d pr�ces, k�e q�an�itz�s shaw� �n l•he p�apasa�, and �he app�i�at��n of �u�h �o���las or ot��� �et�ods o� �ring��g item� ta a c�mrno� ��s�s as ma� b� e�t��li�hed �n �h� ��n��a�� Do�umen�s. T�e �o�aX ���a�ned by �akzn� �h� �um o� �h� pro�uc�s of �ni� pri�es qu���d a�d the estirna�ed ���ntitxes plus �ny lump surn r�ems and such �th�� quo�ed amou��� �s rna� ����r z��o titi� �ast o€ ��� ca���e�ed pr��e�� w�ll b� cons����ed �s �h� amo�n� of th� b�d. Un�il khe aw�rd o� �he con�rac� �s m�d� b� th� ��ne�� th� right �il� be res�rved t� �����t a�� o� a�� p�vpasals �nd waa,ve �ech�icalx�i�s� to r��adv���ise �o� �ew ��oposaLs, �r �o �roceed w��h ��e wor� �n any m�n�er as �ayb� �o�s�d�r�d for ��e b�st i��er.��� oE �h� �w�e�. �3�3.� �I�ORxTY B�S��E�� ��T�RPRIS��W�M$���W�ED BUSI�E��_ ��TERPRIS� ��M��IA�C�: �o�tracto� ��r��s ta p�o�i�B �o �wn��� �pon re�u�st, ���p��t� a�d ac�ur�te infor�a�ion r�ga��in� ac�u�l wor� ��r�ormed b� a M�nority Bu��n�ss �n��rpr��� iM��1 a�d or a� Wom�n�o�n�d Bvsiness Ent�rpr��e {WBE� o� �h� �ontra�� and th� pa�me�t ��er��or. �o�trac�or f�rth�� a�r��s, upo� �equ�s� bp Ow���, �a al�ow an� �udz� a�dJor an exam�n�tiofl �f ��� �ooks, ����r�s, or �ile� in ��e ��ss��s�on oL• ��nt��c tor tl�at will �u�s�anti�te the ���ual wo�� p�r�o���d b� th� ��E or ���, An� �at��i�1 m�s��pr�sent�tion o� an� �a�ure will b� g��unds fvr te.rminat�on o� the co�tr�ct and �or �ril���tlri� an� �c�xon und�� appropri��e £��eral, s��k� or �oca� ��ws a�d ox�in�nc�s rel���ng to £a�s� sta��rn�nts; f�rt��r, afl� s�ch �is��pr�se���tion rna� b� g�vunds fo� �i�q�aliFic�t�an �f �ontr�ct�� at Ow�er's d�scr�ti�n �o� b�dding o� fu�u�e Con�ra�ts w�t� ��e ��n�r �o� a pe�iad �� tirn� of n�t le�s ��an six f6} rnon�hs. �3-3.3 EQUA� EMPL�YMEN� ���VISS���: The �on��a�tOr shall �ompl� wi�� C�rr�n� ��}y Or�i��nce �rahibi�in� dxsc�imi�atian in ��pi�ymen� �ractzces. C3�3 (ll b�nd sha�� g��ran�ee �h� ��ymc�� for a�l La��r, rn�t�ri�lst �guipm�nt� ���gl�es, and serv���s use� in t�� c���truc��on �� th� �ark, ��d ��all remaxn in full tprce and ����c� �nti� pro��s�o�s �� a�ave s�ipulaked are �ccomp�ish�� an� �inal p��m�nt �� inad� o� �he �rv��ct b� the �it�. b. M���TF�A�C� SO�I}: A �O�d �rid �u��1Ci�nt maint�nanc� bond, in �he amount of rt�t l�ss th�n 100 �e��ent �� ��� amour�t of �h� �ontrac�, as �vid�n�e� l�y tt�e �r�pv�al ��t�ulatio� or o�h�rwise, guaran�e�in� �he pro�pt, Full and �aithful perForman�e oF k�he g�r�eral guarar�ty whici� is set ��r �h �. n�ar�g rap1� C;8-8 . 2�. c, �'��F���1'�' 80?�i�: A go�d �nd s��fz��e�� p�ym�nt ��nd, �. ai� �mounk no� l.ess �h�n �pU perc�rit of �h� �mc�unt of th� c�n�ract, as �vid��c�� k�y �h� �rop��a1 k�bula�ion �� c��h��w�.��, g�sarant�ei.nc� th� prom��, full and faitl�ful. �a�ment �� all c�a��ar►�s as ���iiti�d in �rt�tcl� 5IG0, Re�r�s�d ��vi.l S�a��tte� o� 'r.�xa�t 19�5, a� a��r�ded b� House Bil� 344 Act� 5G�h L�gi��a�ure, ����x].a� S�ssian, �.��9, ������iv� �pri.� 27, 1�59� and/o� kh� �a�est ve�si.on th�r�o�x s��►�Y}rir�g �ab�r and rt�a��rials ir� the prtrsec�x�a.on �f th� �nrk pravic��c� f�r �� �h� cant�ac� beir�g �on��r�sc�.�c� undex khese s��cifi���io,��. Payment �an� shal� ��m�in i�r �o�ce unti�. al.l paym�nts �,s a�av� s��pulate� a�� made. d. 4'I'��'�t ��1�i�� : �u�h oth�r bonds as ma�r �� re�uir�d b� t�h�s� �antract Da�uments shall h� ft��r��sh�d b� �I�e �an�rac:Lor. i�o sure�i�� �+i��, k�� a�cc�te� by �}�� Own�r which a�e a� �h,� e�ma �n c���ault �r d�Xinqu�r�t �n �ny b�r�ds or w�rzc:� are ir���r�s��c� �n ar�y �itic�at��n �g�inst the own�z. ���, bands �ha�l k�� �n,de �n th� .E�rms furn�.st��d l�� th� Owr��r �r�c� s�a1.�. b� esce�ut�r� by �n a��r�v�d ��r�t�r ��mpany c�oing ]��s�ness ir� t�� �zk.y �f f'or� �n'�rth, Texas, anc� which �s a�cep��bl� to the o+�n�r . xn o�cd�r t� be acce�taE�1�, the nam� o£ ��� su��.�ky skxail k�� ir��,lud�d o�i the �u�rer�t f�.�. T��a�ur�r list. o£ acc�p�able �ureti�s� and ti�e a�a�nt o£ bon� w�xt��r� �,�}► ar�}� �rr�� acce��ablc� �om�an� �hal1 nq� ��c��ed �he arnour�t s�town c�n �h� �'�easury '1��� far, tt�at �o�tpany. Eaci� �n�d s�a�.i �s prc�p�r��+ ��c�cu�ed by bo�h th� �ont�ac��r an� �ur�t�,� �or�pae��r. �hauX� an�+ sur���r on th� �ontrac� �� �eterr�ir��c� unsa�istactor�+ �t any tim� by tY�� Owr�er, r��tic� wi.l� b� gitren th� �on��a�tvr to that ef fe�� ant� �h� �an�ractar �hal1 irnmedi�t�lp �aro�xid� � �3--� { 3 } ce�tifi�a�e �f i�s�ran�� �or a����va1. �'he �r��� con��ac��r �haX� �ndica�e p� �he ���ti�ica�� v� ��s�rance in�X�d�� in ��� do�u�ents f�r e�e��tivn ��etYr�r ar no� ��s i�su�a�ce cov��� sub-c��trac�ors. �� is the int��t�on �� �h� ��n�r t�a� �he in�ur�n�� co��ra�� req�ired h�r�in sha11 ��c��de �h� �o�erage �f all �u�-�antr��tors. a. �QMPEN�ATZO� Z�SURA��E: �h� ��ntr�ctar shall ma�nt�aint d�urinc� �h� li�e of ��i�s con�ract� �o�ke�cs � Comp�nsa�io�, Ir�surar�c� an �11 0� �is em�l.oye�� �o b� �n��ged a'.n wo�rFc on �.h� proj��t urrd�r �t��.s cor►tractt and .f.ar a�.1 �ul��c�r��racto�s. �r� �ase any c��ss �f emp�.ayee� engage� i.� haza��ous wor� on the ��ajec� un�ler t�is c�n�ract xa z�o� pr�t��t�d un�er th� �Jark��s' ��m�ensation 6tat�x��t the Cont��,��or sha�.l. p�ov�de ad��u��e e�gla�e�'s ger���a� �i��i].i��r �r��urar�ce �or �h� prot�ctios� o� su�h �� his �mp�oy��� no� so �ro��ct�d. b. ���SPR�H��1�Z�E �E�7��AL LIA�4���'Z'k' Z��URA�3�E= Tt�e Co�n��a�ic�r st�al3. procu�e and s�tal3. z�azr�taxr� c�uri.ng �:he a. i ie o� th i s contract Con��ac�or' s ��m�re��nai�e G�nera�. Liak�ility Insurar�ce �Publ�c La.at�i�.��y a�d Prop���y Daz�ag� �r�suranc�) �n an ��oun� not ].es� �har� $504,�QQ �ov�r�rig �a�� occur�enc� on account o� bod.ily ir�j��y', i.r������ng c���,�Y�, �r�d �n an amoun� r�ak 1��� t�a� $�00,�00 cv�r��i�g �a�h o�cu��er�c� or� ac�o�nt� of ���p�rty dar��ge with �� F QUQ R OQO umk�r�lia po��.cy coc�eza�e. �. AI?DITIQNAL LT�1���I'1'Y; Th� �ontra�io� shal� �urnish xn�u�an�e as ��parate polic�.es or by ac�d,itianal �ndorsemen� to an� o� the abov�--me�tior�ec� �o�icie�, anc� ir� �he arttount as s�� �orth �o.r public �.i�1��lity and prop�rt� darnac�e� t�� f�ll��ting i�sura�c�: 1. ��n�inc��nt Lfabi�.�t�r I���ter� �en�ral ��n�r�ctor's La.aba.l�.�y £o� ac�s �� s�b�contr�ct�rs�. �. 8����inc�, Priar �o any blas��ng be�ng d�r�e. 3. �aLlaps� o� b�xi.�c��.ngs or s���c�u�e�s �dj�ce�� �o excavation (if ex��v�tions are to be per.�o��n�d �d����n� to s�me}. A. �ama�e �o undergr�und utili�ies for ���O,OOQ. ��--3 f 5 } Ci�� oC P�rt i�or�lti, '�a�esan� C���n�yR T��cas. ��ch �uch ac�en�. �ha11 b� a dul�+ quali.fie�, on� upon whom s�rvic� o� pro�es� ma�r 6e l�ad, a�d mus� have autho�rty arsd pow�r to ac� �n b�hal f o� tt�e insu��n�� anc�l�r bor�ding co�p�ny to �r�gotiat� and set�Xe with t�� �ity o� G`��t �1��t�t, �r an} ��.her ��air��n�, any �Iaz�ns �ha� �he �it�r of Fo�� Wo�t�r or ott��r cl�ir�ar��. or a�y p�ro��r�y �+an�e� w�o �as b��n riamac}�d, may h�v� ac�axr��t t�� �or►��act�r, �n�uranc�, andfor ��ndinq cam�a�ry. X� the �.�ca� �n�u�anc� x'�gresent�ti�rs is n�t �� er�p��r�r�c� t�y �he insurarice �r �andir�g camp�r���s, t1�en s�ch au�horit�► inust be v�s��d in a�c�cal �g�n� nr �1a�m� ��f.ic�� ���idi.r�g in the Me�����ex� �he �'art �Jo�th-I�aJ.�.as �r��. Th� n�r�� o� k�e a�ent o� ag�r�t� s�a�.l b� s�t �orth on al1 of such �or�ds an� c�rt�����t�� o� �.f1SL7���Lf1G`�. ��--� .�2 �QI�`��tAC'!'C}R' S OB,T.`��AT�0�15 : Ufl�er t�7e �pr]l;r. 2�C�, tl�t� �orr�ra���r sha11 pay for �1I r�a��.r. zats, �abor ��c� s��evzcc a when due. ��--3.1� W�EK�.�C PAY�O�,1,: � c�rtified �o��r �� c�aci� payroll ��v�rin� pa�r��nt a� �r�c��s t�o a�.J. ��rsor� �r���ged in w�r1c on �h� ��o���t �t th� s�t� o� th� �a�o�e��. �i�al� be f�rnish�d �o tt�� Own�r's �re��e��n�a�ive within so�r�n t7� days atter the cYos� �f e�ch payrol� �erioc�. A c�p�+ or copies o� the a��la.�a�l� mi.nimt�m wage ra��s as set �or�h in �h� �ontract Docum�n�s �h�Il b� ke�� g�ste� �r� � ca�spa,cuous p].ac� a� �h� sike o� the praj��� at �T,l tim�s 8uring �h� c��rs� of ��� �vr�t€act. Co�ies of �he wage r����s will �e furnis��d the ��ntra��ar� b�r �he �wr�er; ho���re�, �o�king anci �rote���on o� �hc �tac�e ra�es sha11 he ��e r�spor��z}�ilit�r oC l•M� ����rac��r. C3-3.�+� C��TRA�'�'OR'S �Ot�'�RA�'�' Ak7M�[���'�RATI�N: Any Corlt,rac�o�e� whetk�er � p�rsOn, p��sqris, p�r�nershrp, compan�, �irrn, as�acia�i�rs, �or�o�ati�n or ott��r who is appr�v�ci to da busir�ess w�.�.h �nc� �n�er.s in�.� a con��act with �h� ;ity ��r �ans��eu��.i,on o� wat��r anc�lo�c sar�i,�a�y s�w��r faczLi,�a.��, w.ill ���e �r �hall �sta�]_ish a fut7_�+ �p�rational business affi.ce w�titir� t�� T'ort �l�rth--Dal1�s rtt��ro�ali�art ar�a, The �ontractar sh��� �harr�e, delec�a�.e� ar assign �his �f���e {or he may c3e�egate his �ro��c� S�sp�riri��ndent) �i�� f�l� a����ri�� to t�arrsa�t �11 �usir�ess a�t�i+�ns r�yuired in �.he p�r�ormar��e o� t�� �oni:�act. �hi� local a�th�ri�y shal� b� �n�c�� �e�por���b�e tp �,ct �or t��te Contra�k.or in a�.X ma,��e�s per�ai��.ng to tk�e wo�k go�e�r�ed �� the Con�rack w�r�t�re� i� b� adm�.riistra�ive o� ot��rwis� �nd a� su�h s�all b� �r�pav��r�d, thus ��Iega��t� and �ir��t��, �� s�ttl� �11 rr���ria�, �a�ar ar ��h�r expe�di�ur�s, a11 �1�i�s against tI�� work o� �n�+ o�h�r C3-3 (71 �pR� � - �ENER�� CO��IT�O�� �4�� ���P� �F ���R� SEC��4� �4-4 ��Q�� O� WOR� �4y4.1 ��T��T �� �D�TRA�T ���UMCNTS: T� is the def����e i�����ian of t��s� Contra�t �a�u�e�t� ta pr��id� �a� a �o��L�te, �s���1 proje�t �hi�� �h� Co��ra�tor u���r�ak�s �o con�tr�c� o� fu��ish, aXk i� full �om�l�ance wi�h th� req�i��men�s an� xnt��t �f th� �ontr�ct �ocume��s. I� is definx��1� unders�ood tha� ��� ��ntractor shall do �11 work a� p�av�ded �or i� �h� �on�r�c� ����men�s, sh�ll �� aZ� e��ra ar spe�ial �o�k �s �a� �� ca�sid�r�� b� t�� Owrier �s ��c��sary �o c�mpXet� th� p�v�ect x� a sati��a�tpry a�d ac���tabl� �a�rie�. Th� �o��rac�vr �ha11, �n�es� ��he��ise �p�cifx�all� st��e� �n �h�s� ��n�r�c� Docume�ts, �urriis� al� la��r, �ool�, mat�ria�s, �ac�ine�y, e�u��rn�rit, sp��ia� s�rvx�es, �nd i�c��ental� n����s�ry �o the p�o�e�ut�o� a�d �a�p�etian of �h� pr�a�ct. �4�4.� 6�E�TAL PROVi��O��: �hould any work �r cond�tions whi�h a�� �a� ���r�u�hl� and sa��sfac�a�ily st�p�lat�d or �ov�r�d �y G�n�ral or. �p�c�aX Co�ditiofls a� th��� �ontr�ct D��umen�s be an�i����ted� or s�o��d ther� b� �ny �ddit�onal �r��osed wo�k �hich �s not cav��ed by t�ese �o�trac� Doc�rn�n�s, �h�� "��ecf�l ��o�xsions"" �ov�rin� a11 su�h work w�11 �e p�epar�d by th� Owne� ���v'iou� to �he ti.me of receit�ir�� bi�ds o� prop��als �or such �c�rk artc� ��trnish�d ta the Sid��r in t�e �arm �f Addenda. AI]. such "�pe���l P�r�v'isivr�s" sha�� be �on�id�r�d to be a��ar� �f ��ie �oz��ract �ocurn�t�ts jus� as th��qh �h�y were ariq�r�a�ly �+r�tt�r� therein. �4-4.3 I�CF#�A��D OR D��I�EA��D QUAt�T�T���: Tt�� �wner re�e�v�s �h�h� to a�.t�� �he �uanti���s o� �he work to �e �e�r�or�e3 �r ta e�ter�d �r s�orten th� ir�pr�ve��n�s at� any t�ime when �nd �� fo+�nd ta la� t�ecessa�y, a�d t�te Cor�t��,��o� sha�l p�r�o�m �h� work a� alter�c�# ir�c�ea��d o�' dec�`e�s�d �t t�xe unit �ric�s. Su�h i.n�r�as�d or d�cr�a�ed c�uan�ity �ha3.1 no� b� mor� �1�an 2� p�rcent �f �h� contempla�ec� qua�tity o� su�h �t�m or �t��s. Wi��n such chan�es incre�s� or de�re�se th� oric�ina�. qua�rt�i�.y af. an� it�m or �.kerns �t work to t�� don� or materia�s �o be turn�sheci I�� �h� 2� p��e��nt �ar mor�, ther� eith�� parCy �o th� contrac� shal� �pon wrx��.en rec�u�st �o th� o�he� �art�r be �n�i�3.�d to � revised con�ideration upon that gortion o� the w�rk ��ove or b��ow t4�e �5 per��n� o� the o��girtal quan�zty stat�d in th� prop�s�l; sucli r�vi��d consid�ratkon �o b� d�tex�ined �y �p�ci�1 agr��ment �r a� h�r�tnafter pr��rided for ��'Extra �1or.k."` [�o aLlv�ranc� wil� b� m�xde �or a�� cha���s �n �nti�ipate� p�of its nar sha�l such �has�c�es be �onsid�r�c� a� �4-9 {�} s�gg�s��� by ��e Ow�er a�d sha�X �iv� th� Ow�er a�c�ss Go a�� accnufl�s, bi�Ys, vo�ch��s, a�d r�co�d� relatin� ta th� ��tra �a��. i�� "��a�g� �rc�er" shal� �ec�xn� eP�ec�zv� ur�ti� i� �as b��� �,p�r�rr�d ar�d sign�d by ea�h �� tl�� �ontrac��ng par�i�s. No clairn �or Extea �Jork �f an� kir��i wi.11 �� allowed unless ��d�red ir� wrt�ting by th� bwn��. In �a�c� an� �rci�rs oz- inst�u��i.ons, ei�l�e�: aral o� w�ztt�n, ap�ear �� the �or�l•�ra�t�r �o invvl�e Ext�a ��rlc f�r wh i�t� h� shou�.d rece�v� co��a�nsati�n� h� s�all m�k� wri�ten r�gues� �o the En�fn�er �a� �aritter� ox�ie�� a��hvr��ir�g suci� Ex�r� w�rk, ��xc�r tn ��gir�ninc� su�� worlc. �ho��d a di�Eer��s�e arise as tv wha� d��s �� does r�o� �onstii:u�� Ext�a wo�k, or as �o ��e p��me�rt thereaf, �nd the �r�gfne�r insists upvn i�s ��r���m�n�e, ttt� �on�ra��o� s�al.l ��o�eed t�i�t� the w�rk a€t�r �akir�g wrzt���n ��q���t �o� wrr�k.en a�d�rs ��c� sha�.� k�e� a� ac��trat� acco�nt �f L•he actu�� re��ana�l.� �ost th��eo� as pro�ric3�c� �nd��' m��.t�or7 L I�cm C}. C'lairns �o�r �xi�r� w��c�€ wz�.�, na� be ��it� �fl].�ss th� Con��ea�t�a� sha�� file h�,s �I�a�� wi�h th� Owr��r �a��.�in �ive �5) da�s be�or� th� tim� far malcin� 1�h� ���rt es�imat? a���r �u�h wo�k is c�ane an� �r�le�s th� clairn is �uppo�r�ed b}� ��,tis�actory vou�h�rs and c�riifi�d pa}�ro�1s co�r�xir�g a11 lab�� az�c� m�terials e,�p�r���d �por� th� s��d ��t�ra Worlc. Ti�� �antra��o� sY���.� f�rnish th� �wner s�ch i�st�alla�ion ���or�s o€ all deviations from �h� arig�n�l ��r�t�ac t�o�umer�ts as ���r be n�c�ssary �o enab�,e �h� �wne� �o pr��ar� �or perman�n� re�ard a corr��ted set o€ �1an� �how�ng the a�tual 1i15��L�ic7t1pC1. Tl�� �om��n��t�an a�r�ed up�n �ar '���ra wo�l�" wh�ther vr not �n��.�ia��d b� a'�har�ge ord�r' sh��1 i�e a�ull, c��p�e�e and fin�l payrner�t �c�r all c�sts �nnl:rac�c�� in�urs as a�esult� or re�a�ing t� t�he �Y�ang� or �x�ra w�rlc� �ritether sa�d cc�sts are k�owe�, unknawr�, �or�se�ri ar �r�Foreseen �t ��t�t �irne, i���.udi:�c� w��hou� �irnitat�ior�, ar��+ cost� for. deiay, ex�en��d ��r�rY��ad, �r�.�p�� �r im�a�� �ost, or an.y �th�r �f�ec� oe� ch�ng�d �� ur�ci�artg�d work as � �c�st�lt o� tt�� ch�ng� o�r �xtra +��rk_ �4-�Q.6 ��Y[Ei�Uf�E OF O��RA'1'I��1�: B��or� ��mm�n�.ing a�y wark und�r th�s con�ract, tEtie C�r��ra�tor sh�Yl submi.� �� tF�e Dwn�� ar�d rec�xve �he �wr���'s ap�ro�al �t�er�oi, a"5�hedu�� of Op���,tians,* sl7�wing �}� a, straic�h� l.ir�e me��od t�� date o� ���tm�n�i.ng ar�� �1ri15i1Ll��' each o� �h� majc��r e��r��r�ks of the ��r�tr��t. Thc�� sha�.X i�� a��a si�owr� th� �stirnatec� �r�orit.k�].y cosC �� �ro�rk �Eo�r which �s��.mates �r� t� k�e ex�����d. '�hez'e �4-4 {3} �. Dura�io�s sh�ll be in �al�nda� �a�� ��� normal ���iday� and we���er �ond��ions ove� t�� du�at�on o£ t�e c��trac� �ha�� �� accoun�ed f�� �i�hin ��� duration o� �ach activi��. d. �ne c�i��cal pakh sh��l be sh�w� on t�e �anstru�t�on sc��du.Le. �. �1oa� �rm� is d�fin�� a� ��� a��unt a� tirn� �e�ween t�e �a�1i�s� sta�� dat� �nd th� ��tes� s�a�� �a�e oF a�ha,�n o� ac�i�it��s �� �h� �PM cons��uct��n �c�ed�Ie. F��a� tim� �s no� for t�e �x��usi�e us� or be�efit of eith�� the �ont�ac�or o� t�e Own�r. f. �hrrt� days �hal� be u��d fo� sub�ittal r�vie� �nl�sa ���erwi�e s�e�i���d. , �'ixe co�siruc���ri sc���u�e s�all a� a minirnum �� di�i�ed in�o g��exal ca�e�o�i�s as fn�ica��d in the P��po��1 and Te�hn�ca� �p��ificat�ons and each ��neral ca�egar� s��Xl b� b�o��� down in�o a��i�ities kn ��oug� d�ta�� �o ��hi��e a�tivi�i�s �f ag��a�imat��� �auri�en L1�? �a�� d�ration_ ��r ea�h g�n�r�I �a��gor�, ��e ��nstruction sc�eduL� �ha11 iden��£� all tr�d�s or �ub�ontracts w�os� work is r�pres�nt�� by activi�i�s t�at fo�l�w ��e gu�de�ines o� thxs ���t�on. F�r each af �h� ��a�es a� su��o�tracts, �he constru�t�on s������e s�all indicat� the f�l�awin� �����r��en�s� �onst�u�t3o� a�� �reacc����n�e activi��es �nd �v��ts �� their ��gic�l �equence �or �q�ipm�n� an� ��terials. 1. P�aparation a�d ��ansmitta� o£ s��mxtta�s. 2. �ubmx��al r�vfew ��rio�s. �. ��op �ab�x���ion an� d��i��ry. 4. L��ction a� ins�a��ation. �. T�a��mitta]. �f �a�u�acture�'s o�e�a�ion ��d mak���rianc� �nstruc�zo�s. g. ��s�al��d eq�ip���� and m����ia1s ��sti�g. 7. �wn�r'� o�era�a� f�s�ruc�io� (if applicabl�). 8, ��nal �risp�ct�o�. C4-4 (5) PAkT � _ ���ER�L ����ITION� c�4� �a�m�o� a� wo�� ��� MATE�IAL� S�CT�O� C545 CO�TROL 0� WO�K ��� M�T��zAL� �5�5.1 AU���RTT� OF E��I�EER: �h� ��r� shaY� �e p�r�or�e� io �he satisfactxan a� t�c ��g�n��� and a,� �trict ��m�lx���� w��h the ��nkrac� Docum�nts. He s�all ���k�� �1�. qu�stio�ys whi�h aris� a� �o tt�e �ua�ity and a�c�p�abilrty �f r����rials ��rnish�d, worlt perF�rmed, r�te o£ pr�gr�ss o� th� wark, ov�r��.� �eq��n�e o� ttie �onstr�ctior�i �.G1��Y'�}���c7�lOf1 of �}�� �p��ra�k� ���um�r�ts, a�ceptable ful��.��mer�� v� ��� ��ntra,�#., �omp�nsatkon, mu�ual �igh�s ��tw��n �ont��,��or ��td Qwr��r ��der �hes� Coiy�r��� l]acum��tst ��perv�sior� of �h� +�ork, resur�ption p� o��ratior�s, and a�.�. o�h�r q��stians o� d�s�u��s �rhi�:h m��r aris�. Fnc�xr�e�r wiX� n�� be resp�Rsibl� ��� �antracta�'s �aans, rneth�rls{ ��chn�.yues, ��qu�n��s ar ��v��t�u�`e� o� canstruction, or th� �af��� ����autivr� anci ��o�rarns inci�ent �hereko, and he wi11 n�� be res�or�sibl� tor �on�r�c��r's fai.lur� �o p�rf�rrn th� w�rk in a�c�rd�n�e with th� ��n��a�t� c��cu��er��s. H� sh��� �����min� �h� ,��oun� an� q�xal��y o�' tl�e work cart���tcd an� mat��xal� f�rfl�shed, anc� his ���1�1pC3$ a�d �s�ima�.cx shal.� �� fina�.. xi�s �sti�ates in s��h �vent �hali k�� a cor�c�i.�ior� #:� th� ri�h� �� �.h� �on�.rac�o� �o r�ce.ti�e r��ney due� h�m und�r the �antract. Tl�e O�rn��e sh�l� h��xe �x����i�re autha�ity tcr e�Corc� and ma3c� �E�ec�iv� sz�c� R�ecessary decisf�ns �nc� orders as �h� Cnn�rac�o�' �ails �v c��xy out ��am�tXy. In th� ev�nt o£ any di��ut� betw�en the Engineer �,nd �on��actc�r ��re� tY�� d�ci.s�.�n a� the �t��zne�� on any su�h matters, ih� Fnr�i.�ee� rnus�, �rtt�in a re�,sonab�� �i.me� u�a� �rr. i�t�efl r�qu�st o� �he �aritractor, x��rr�er and deliver to ��th ��� �w�r�r ar�d �on�ractor, a wr. itt�r� d��isi�n on ti�s mat��r in �a�i�ro�re�s�r. C5-5.� C0�]�'�RNiITY �JIT1�1 P�2�N�: Tti� f1f1L8t1G�d pr4]�Ct lfl al� �as�s �h�1.� �onL•�rn� wi�� l�r�es� grad�s, cr�ss-se�l:ionsx �1�Y1S�l, ��rd dim�n�ion� showr� on the plar�s or ar�� othe� r�c��ir��ter�ts �tY���-s���� �e�cribed in �Y�� �or�t�`a�t t7acuments, Ar�y de�iati.on �rom th� a��r�v�d ��ntr��t Do�ur��nts re�ui��d ��r �h� Er�gir�ee�r dur�e�g const�u�tion wi�,�, in a�.�. cas�s b� d�termined by th� Engin��� �nd autho�i��d by �h� �t���r b� �hanc�� Drder. �5�5 � J. � ad��u�te�y p�ovide ��r �he s�fe�� o� �on�e�ienc� of t�� ��av�li�g pu��ic o� �he ��ners o� grop�rt� ��ross �h��h ��e pr��ect �x�ends or the s�f�t� of prog�r�� c�ntf�uous �o the pzo��c� r�u�ing. Th� Cant�act�r shail ��vvide a�l faci��ti�s �o ��able ��e �n�ine�r and ��s kn�pec�ar �o �xa�ine a�d insp��� th� workma�ship a�d rna��riaXs en�ering �nta t�� wor�. �5-�,5 �M�R�E��� A�DfO� �E�T��"���TI4� �ORK: When, i� t�� v�inion of �he ��n�� o� ��gin�e�, a co�di�ion �f e�erg�ncp exist� re�a��d t� an� par� o� th� w�rk� th� �on����tor, �r th� Cont�act�r thro��h h�s d�signated z�pr�s�n���iv�� shall �espon� with dks��tc� t� � v�rba� r����s� made b� th� �w�e� �r Enginee� �o a��evxate L•h� �rnerg��cy ��n��tion. Su�� a r�sp�nse shaX� o�c�� day or �l���i whether ��� prqj�ct zs s������e� o� a��l�nda�-da� o� on a w��king-day �asxa. Slzould the �on��ac�vr ia�� to res��n� to � requ�st from th� Engine�r �� rec�if� any �isc���anc�e�, ornissio�s� ar ���r�c��ans n�cessar� �o con���m w��� ��e r�quir�rne�t� of th� pro�e�t s�eck�i�a�io�s or pla�st ��� �aginee� shal� g�ve t�� Con�ra���r w�it�en notice that such w�r� or �h�nges a�� to be ��r�orm��. ��� wri�t�� notic� �n�Li direc� a�t�n�ion to �he di�cr�pant �ondition an� requ�s� �he Co�tracto� �o tak� ��rn��ial ac�ion �o ��r��c� the c��di�ia�. �n the �v�ni th� �o��r���vr do�� not ta�e positfve s��ps to �u�fill t��s �rit��n req�e�t, ar does not s�ow just cau�� ��r n�t �aki�g th� pro�er acti��, wit�in �� h��r�, the �ity �a� �ak� suc� rem�d�a� actxon wi�� ��t� fo�c�s ar b� �ontra�t. The �i�� s1��11 �he� d�du�t a� amo�nt ��u�1 �� the e�t��e �ost.s for such re�edial a�ti�n, plus ���� ��orn a�y �u��s �ue �h� Co��rac�or �n �h� �ro�e�t. C5-5.� FT��� O�FI�E: �h� �ont�a�tor shall px�v���, at �o ����a ��m�e�sa�io�t a� �d�q�a�� �ie�d ��fic� ��r ��e of. �he E�gin�er, x£ s��cz���all� ��Yled ���. Th� �i��d oftice �h��l be not �e�s th�� 1� �� �4 feet in �lo�r ar�a� su�stan�ia��� con�truc��d, wel� �eate�� aif candit�o��d� ligh��d, and w�a��e.�-�r�o�, so �hat d�cu�ents wili not �� damag�� by the ��e��rits. �5��.7 �O�ST�U�TIQN �TA�E�: �he ����, ��ro�gh �ts Eng�n��r, will �urnish the �o�tr�c�o� wi�h ai1 1i�es, gr�des, and ���surem�nt� nec�s�ar� to the pro�er pros��u�i�n �tid co�trol o� t�� wo�� co�trac��d �or ��d�r t���� ��n�r��t D�c���n�st �nd l�n�s, ��a��� �nd ��a����me�ts �il� be establ�s��d �y �ea�s of s�a�es or oth�r cus��m�ry me�ho� o� �a�k�nq as ma� �e £ou�d �onszs��nt.wzth good pr��t���. �5-5 (3} ��-5.9 ��S��C���N: Th� ����ra��or �h��l �ur�ish the �ng�n�e� wx�i� �very reasana��e �a�ility �or �s��rtain�ng w��th�r or �o� �he wor� as peri��m�d �s in �ccor�ance wi�� ��e r��u�r�men�s �f t�� �antrac� Do�u�e�t�. If th� �ngin�er s� r�q��sts, th� ��n�rac�or. s�a�l, at an� t�me ��far� ac�eptan�� �f �h� w���t ��r���e or �re�cov�r s�ch p�rtion o� t�e �zni�hed �rc��i� �s �ra� k�e dire���d. Af.t�x G7C3SR11C18�1pi1t �he �vr�tracto� shall r����r� �aid parti�ns o£ tk�� w��k to th� s�.anda�rc� �r�q�ired }�y �h� �on�r�ct �ocumer��s. �hor�ld the work exp�s�� or �x�mi�ed p�o�e acc�p�ab�,e, �h� u�t�o�re.�inc� c�� �emavinc� a�d rep�acir�g c�� L•h� c��r�ring o� �aicir�g g�od o� th� g�r�s r�mav�d �}�a11 i�e �a�d �o�r as e�ctra wor�Ct b�t shoulr3 b� w��-k so expc��e� or �xa�ined ��ov� to �� ur�acc�ptab��t �he �nco�rering or r�movi�g �nd th� r�plac,Lrig af a7.], ac�jac�nt de���tic►� ar �a��g�c� �ar�s shaJ.� b� ak th� Can�,�a��or "s expens�. i�o �ark shal.l b� do�� or mat�r�a�.s used wi���out su�.�able su��rvzs�.on �r. in�p��tic�fl. �5-�. �� R�l4#O�TAL D�` DEF��T��)E ANi] UNAUT�fOftI��:f} WOi�i{: All wOrk� mat�ri�als� or equi�ar��nt w�ic�i� has ��en r����L-ed shall t�� r�m�die� or remov�� ar�� ��plac�d irt ar� acce�tat�].� mar��e�r by tk�� Co�ti��a�tor. �� h�s awn ex�ens�_ Wc�ric ���e beyond t�� �xnes �t�d ��a�es g x v�n or �s shown oe� �.�� ��ans f�x��pt as he�ein speci E,icaYl}� pr�vided, or any �xtra Wor. k�]vne wz��o�at written a��h��rity, w.i�.1 i�� cnrrsi�e��c� as unauthorxz�d and c�on� at the exp�ns� o� ti�� �on�.�a�tor and w�.3.1 nnt �� �aid f��c by� ��e Own�r . +�1o�k s� c��ne �na}� �e orc��red r�rnov�d at Ch� ��ntra�t�r�� ex�er�s�_ ilpon t�3� �ai.�.ure ars th� �a�� a� the Contra�to�r k:o c�mpi�+ witl� any order �f khe �ng�n�er r�ad� �xr�d�� khe p�ovision� o� thi� paragra�h, th� �ng����� wi�� have th� a�tthorit�► �� caus� cie�e�t�ve work �o be r�medied o� r�mav�d ar�d repla�ed and �r�au�l�oriz�c� wvri� l:o �� r�m�v�d, ar�d �h� c�st k�eK�a�E ma} b� ��du�k�d �rom �r�� m�r��� d�i�: �r to bec�m� c��a� tp the Con�rac�or., �'ailure �o r�quire �he r��ava1 a� �ny c��f���.f�re ox ���au�horize� work sY�all not ��nsti.t�t� ���e��ar�ce oF suc� �r�r�cs. ��-5 . 7.�. �UB�'I'I'�`�l'�'� MATERIfk�� O� EQC�IFMEI�'Z': I� th� ��1@Clf 1C��ipi1�, law�, �rdinar�c�t c:�d�s ar reg�ula�ions �e�mi� �on�r�ct�r to ��a�nis�r or us� a�ubs�i�u�e tt�at is �qua], �v any mate�'ial or eqt�ip,z����t sne�i�ie�, and if �ontrackar �rish�s to �urn�sh ar us� � p�opos�d sub�ti�ut�e+ h� s�t�l�t �ri.or to the �reconstructi,�n ��n��r�e�ce, rna�Ce �rrit�t�rt appli�a�.��r� �� ��1Gx�E�R �or �pprova� a� �uc�7 �u�stitu�e c�rtif�r�ng xn w�itirig �hat th� pro�aosed s�bs�i�ute �r,��.� p�=�o.��n ac�equat�ly ti�e fttn���on� cal�ed fo� �� t�� ger�era�, d�sa.g�, be siinil�r and a� equaX su�s��n�e to t]�at sp�c�.�ie� a�r� k�e �uit�d �o the sa�t� use �,r�d �a��l��, � a� p�� �orrning th� �ame f un�tit�h as tha� sp��i�i�d; anc� identifyxr�g al� �r�riat�ons o€ �h� p��g�sed ��-� L5� g�v�nd� and �ha�l �e p�ac�� under co�er wh�n direct�d. �t�re� ��t�rials shall b� plac�d and X�cate� so as to fa���ita�� ��omp� i���ec�i�n. ��-5.�4 ��ISTIN� �T���TURES AND UT���T�ES: The loca.tkon an� d��ensi�ns show� afl the Plans ��l��ive �� ex�s�ing u���iti�s a�e �ased on the be�� inf�rma��on avail��lert ��is�ion �rnm, ar th� i�cl�s�o� o� uti�ity loaatx�ns ori the P�ans is no� �o �e consid�re� a� �h� �onex�ste�c� o�t ar a de�xnite �o�ation a€, �xistin� un��r���un� ut����ie�. T�e iocatxon o€ rna�y gas mains, wat�� mai�s, condu��s, sewer �ine� a�d �erv��e lin�� �or a�l u�ili�i�s, e�c.� is �nknown to �he Owne�, an� t�tie 0���� ass�mes �o r���onsibili�y ior fa�lur� �o show any or a�Y sue� structur�s a�� u�ilitie� �n �he plans ar to show �h�� �n ��e�� �xa�� lo�a���n. �t i� mut�ally �g�e�d that �uch �ai�ure wi11 n�t �e �o��ide�ed suffic�en� bas�s for claims for addz��ona� �o����sa��on fo� F���a Work o� �or increasi�g th� ga� quan�}ti�s i� any ��a�ne� �h�ts��ve�, unXeas an obs�ruction ��counter�d xs ��c� aa �o n�ce�s��at� c�ang�s in t�e li��s and grad�s of �o��i��ra��c magnitud� �� ��q�ir�s th� b�iXding �� spec�al wo�ks, p�av�sio� �or w��eh is not mad� in �h� Cont���� Docume�ts, in whi�h case �he �r�visio� i� �h�se �onk�ac� �o���ents tor ���ra �ork shall ���ly. it s��a],l b� �he �ontrac�o�� ��sponsi��Ii�� to �erif� loca�io�s of ad�ac��t and�or �o�flic�in� utx���x�s s�F�ic�e�t�� i� ad�ance a� construc�i�� in o��e� th�t �� �ay �ego��a�� su�h �o�al ad�ust�e�ts as n���ssa�y in th� canstru�tio� ���cess �o ���vi�� a�e�ua�� ���ara�ces. x�� Contractor �h��l tak� all ��c�s�ar� precau�ions in order �o pro��ct al� e�isting �tilikx�s, s�ruet�r�s and se�v�c� ����s. V���fi���ion o� exi����g u�ilit���, stru��u��s and ser�ice lin�s shal� iflcl�d� no��fica�x�n �f a�� u�iX��y coin�a�ie� �t l��st �o�ty �ight f481 hours i� �dvanc� o� �anstr�c�ion includin� �x�lo�at�ry �x��vatzo� ff n���ssa��. All v�rff����i�n a� e�isting utilit�es �nd th�ir ad�us�rne�� �h��I be c�nsi��re� a� subsi�iary wo�k. C5-5,1� I�TERR���IO� �F ��RV���: a. �ormal P�os�c��io�: In the no��aL �zvs�ctuion o� �o�� wher� �h� �nt�rruption o� servi�� fs �ec�ssar�, t�e C�ntra� t�r, a� le�st 24 h�urs in ad�anc�, sha�l �� re�uYre� to: �. �o���� ��e �at�r. De��r��e�t's Dzst��b��xo� Divi��an �s �� locatz��t ti��, an� sch���l� of ��rvfce int�rr�p�ion. C�-� i�l uns��is��� t�r� pr�c�dur�, th� �Yt� m�� take su�h di���t a�t�an as ��� Engin�er deems appropriat� �a corr�c� the cl�an-�p �e�icierr�ies �it�d to #.�� ��n��acto�` in ��� w�i�.�en notkce� ,�nd �he costs o� sucY� d�rect actiont pLus ��� of such cos�s, shal.l. be d��ucted f�om r�anx�s du� �� to b�com� d�� to the �on�ract��c . C1p�n �h� �ompX�t�or� of �he ��o���t �$ � w�ro�e a� c�v�red t�y �hese ��ntra�� Documeni�� and F��fore frn�� a���pt�n�� �nd final �aym�nt wi11 k�e irtad�, ��x� Contra�tor �hall �i��r� and r��ove �rom th� sit� �f �h� pra���� all surplt�s �r�d dis�arc��d ITI�t��l��Si ternpo�ary s�����ures� and d�b�rks o� �v��:y ���d. �i� s����l leav� �h� s�t� a� a�L w��k in a ne�t and ard���,� cond�ti�n ea�u�►�, to �k�ai. wha.ch OX'LCJ1C1���jfi ��cis��d. �ur�lus arirl wa��e mat�ria�,s �e�novec3 ��or� th� si�e o� �i�� wo�k sha�l l�e dis�as�ci of at lo�atior�� satfs�a�tory to �h� Fngxn���r. Th� �on�ra���r �ha�� �.hor�uc�h].y� ���an a�.� eq�ipm�nt and ma�e�r�.a1s in�t����d b�+ k�.im and sha�.� deli.v�� over, suci� m,�te�i.a�s and �qui�ment in � bric�ht, ��,ean, p��ishec� �nd n�s� ��p�a�a.ng ���id�tion. C�� extra �om��r�s�tiost wi1X h� m�►de to th� �a�t�actaz� fc�r any c�.e��-u� requir�d vr� �h� p�roject. CS-5_18 FINAL I[VSPECTIOt�: Wi��n�vcr tt�� w��k p��vided f,a� zn �nd c�ntempl���c� �e�c�er �h� �a�trac� Docuzn�n�� h�s E��en s�i:isf��t�ri]_� �arnpl�ted �nd final cleanup �e��orm�d� �he �ngine�r wi�� r�otiFy t�� prop�r ofti�ials o� �Zie �wrrer �nd r��uesk. �h�t ��t� �'irial irss�e�tion k�� m�,d�. �uc� i.n�pectian wa.11 be r�a�e withkn 10 days aft�r su�t� natxf�cata.ar�. Aft�r �uch �k.�a,?. �ns���t�.on, if �he work a�c� mat�ri��s and �q�i.���nt �re f�und satis�a���r�r, th� �c�r�t���c�or wx11 iae n�tif i�d i,�t c�ri�ir�g n� tl�� a��ept�n�� of tY,e sam� a�t�r �he proger r�so�,�ta.or� �ta� t�ecn ��ss�� ��r �he �it�r ��unci.l. No tim� charg� wiLi b� made ac�ains� �h� ��nira�tpr 6�tween �aid da�� o� notifi�ati�n �� th� �r�ga.nee� an�d th� c3a�e vf fi,nal ins��c�t��r� af t�r� w�r7�. C�-5 {9) FART � _ �E�E��� �Q��zTIQ�� C6�� �E��� ������0�� ��D ��BLx� RESPO�SIBZ�ITY �ECTI�N �6-6 �F�AL R�L���ON� AND PUDLZ� �E��p��IHILITY ��Tb.l �AW� T� �E O�S�R�E�: �h� ��ntr����r sha11 �� �Xi tirnes obs�r�� and �omp�� wi�h a�l Federa� �nd �tat� �aws a�d �ity o��zna�c�� a�d re�u�atians whzc� in �n� way ��f.ect the co�du�t af th� wvrk �r his opsra�io�s, a�d shall abs�xv� a�d cvm�ly wi�h all ord�r�, 1aws, o�dznanc�s an� ��gu��tions which �xis� o� w�z�h �ay be ena�ted lat�r b� ���ies ha�in� jurz�diction or authority f�r s��� �nactrn�n�. No pl�a �� rnisu��er��a���ng or ��no�a��� t�ezeo� �f�l �e �onsi��r�d. The ��ntrac�or and his ��r��i�� sha�� inde�ni�y an� sav� �az�les� th� �ity �nd �1� o� i�s of�i��r�, ag���s, and �rngloye�s aga���� an� �nd ��� ��af�� o� �i��l�l�� arising fro� or ba��� on ��� �iolat�on af �ny su�h �a�, ordin�nc�, ��g��akzo�, vr or���, �h��her i� be by h�ms�1� a� �Xs �mp�oye�s. �6-�.� �ERMITS AND LY������: T�� ��ntra�t�r sh�ZZ �rocur� a�� permits and l�cens�s� �ay all cha��es, costs and ��es� and qi�� all �ot�c�s n��essar� a�d i��id�nt �o �he du� and �aw�u� pros�cution o� �he work. �6�5.3 PA���T�� DE�I�E� MA�ERIALS ��� PR����SE�: Yf t�e Co�txa�tor �s req�ir�d or �e��res t� use ����d�s�gn, devxce� rna�e�iai, or proc�ss cov��ed b� 1�����, pa��nt, o� c�g�right, �e ��a�l p�ovi�� �o� ��c� ��� �y suit�bXe Xeg�X �gr����fl� wzth �h� �a��n��� or awn�r �f such pat�ntr l�t�er, �r ��pyrighted des�gn. It �s mu�ua�ly agr�ed and �nderstood t�a� wi�ho�� �xc��t�a� ��� ���tra�t pric�s shall i�clud� a]I rayalties or cost a�i���� froni pa�ents� �rad�-ma�ksr and cop� r�ght� �n a�y wa� ��vo�v�d in ��e wor�. The Ca�tractor and his s�re�i�s sha�X indemnify and, save ha�m�ess t�e �w��x ��am any and al� cl�irns ��r in€���ge��n� �y reaso� �� ��� use �� a�y �uch pat�n��d d�sign, d�v�c�t ma�er��I or pr�����, o� any ��ad�-�ar� �r cop� rig�t in ��nn�ction wi�h ��e w�rk a����� �o be ��rf�rmed under �h��� ��nt�act Docum�nts, and sh�ll l���mril�� tl�e Owner �ar an� cas�, �xpenset or damag� which i� �ay �� obli�ed to pa� by ����o� vf �u�h in�rinqe���� a� any tim� durxng �he ��ose�u�ion of t�e �ork or aft�� �o�gl��xa� a� t�e wor�, ��ov.���d, �ow��e�, �hat �he �wner wi�� as�u�� �he responsibil�t� to de�eh� any an� ��1 �ui�s �rought �a� the ��fri�g�rnen� of ��y p�t�nt clai�e� to �e �n�r�ng�� upan �� th� des�gn� ��p� o� co�str.uctian or �a��ria� o� �quip��nt specifie� i� �h� �oritra�t D����en�s furn�shed the ����ract�� b� �he Own�rr and ta �old the �ontrac�or harml�ss on acc�un� o� sucli sui�s. ��-5 L 1 � gas valv�s, o� ����a��s in the �i�i�f��. Th� Dwner ��ssr�es the �i���t to r�m��y �ny ��g�ect on �he pa�t of ��� �ont�actar a� r�gards �p �uk��.i� conveni.�nc� a�t�i s�f��� v�hi�lY m�� c-vrn� t� zt� ��t��t��oz�, a���� t�ren�y��our �v�rs no���� i.n �v��t���c� t�o t�e �ont�act�o�r# �av� ir� case� �� emerq�nc�+ v�h�n xt sh��� lxav� tin� ric��rt �.o r�me�y an� r�eg],ect w�thout no�ice, and in eith�r ��s�, �he �ost oC such vrorl� dan� qr matezials �u�rn.fsh�d b� th� �wn�r �r b� the ��t� sh�,�l h� d�du�t�d �ro� mani.e� due o� �o l�e��me d�� to the Cor��ra�tor, '�h� �onrr�,��.or� a�ter a���ova�, o� tk�� Eil�lll���i shaZl noti.fy �h� Fi�� �e�a�trnent i�ear3q�ar���s, Traf�i� Et�girr�erf �nd �oli�e pepartr�en�, wi��n �ny str��t a� ail�y is r�ques��d �o k�� �io��d or �b��ru�t�c� �r any fi�re hy��an� �.s to be mad� i.nac���sxble� and, w��teri sa c�ir��t�d ia� the �n�in��r, shall k�ep a�x�► ���r��tr s�r���s, or hY�hw�y� in condi�iar� for unobst�uct�d us� by �x�� a�p�r�tu�. T�e Contrac�ar sha�l p��mp�ly noti��r �he �"��e� D�part�►�nt �i�adqua�cters wh�n �1� such o�stru���d s�r�e��, a11e��R o� liyd�ants �r� ac�ain p�.ac�d back in s�rvic�. Wk�e�'e tYr� �on�ractor z� ��t�ui��d �� cons#.�ruct� t�m�o�a�ry bridg�� o.r m�k.� o�her ���ang�mettts f�r crossinq c�v��` c�i.�ct��s �r s�r�am�� hx� r��pan�i�i�.���+ f�r a��ident� i� �or�n�ctian with such crossing� sh�ll in�lud� �h� raadway apgra�cl��s as w�].� a� �t�� ��rucC.u.��s o� �uch cxo�sings. Tt�e �on�ractor sha�l �t �11 t�mes conduct his op��atxan �nd th� �xse o� �o�s�ru�i��n machirt�ry so as �to� t�p damage or d����c�y ���es and shrubs la�ated �n close �rox�mit�r t� or �r� �h� site o� �k�� w�r�C. S�here��r �n� su�h damage �ay �� done, �h� Contracto� s�a].�. ir�m��i�t�1.�r sa�tisfy a].� c��a.�s o€ prop�r�y �wn�rs, an� no pa�mer�t wil.� be ro,��� by khe Own�r in sottl.e��nt �f �uch �l�ims, Tl��: �ontra�t�� sh�ll �i�,� wittr �.he �ngx�ne�r a. written ��a�.e��nt �i�owing a�l �u�h c�air�s ad�t��t�d. C�-6.6 PRXV�L��ES OF �O[�TfiAC'�C}ft IC� STF�EET$f ALL�YS, AN�7 RI�i�T-��'-S�AY: f ar the per Co��ance o� �.17e ��r�tra�� � t�te �ont�acto� w�ll b� p�rmiti��d t� u�e �rid o��u�a� sucS� portions ot �h� pubii� st�e�t� and all�ys, or a�her �ui��i� �J�ac�s or ��t��� ri�hts-of�-wa�r a� �ravic�ed �o� i.� th� a�d�nan�es o� th� Ci.ty, �s s�x�wr� �n the �o�r�r��t Do�um�r�ts� or as �tay k�� speci�i.��,],1�+ auth��i�ed �n writing b� the ��tc��.r���r. # z��asonab�� �m�u�t o� kvaZ�, rnateriaXs, and �qu��m�nt �o� const:��ct�.or� �ur�os�s r�a}� l�� st�r�d ir� s��� �p�,c�, but r�o ma�r� �har� �� n����sar�r �� �v�id d�la� in the canstr��t�or� �pera�ions. �x�av�t�d and ���t� sna�erials s��ll be pil�� �r stacked i.r� s��h a��� 2►� nat io inter�ere �ri�� �he x�se of spa�es �hat rnay b� desxg�xa��d to b� le�� ���e and ur��bstru�ted $nd so as not ta in�o�venx�r�c� accu�ar��s c�f ad}acent gro�c��y. "i� �he st��+�t a.s ��cupied by r�ilwa}� �r��ks, th� wo�k ����1 be CS--� ( 3 1 �he �ontra�to� wil� no� �erno�e an� reg�lat�ry azgn� �nstruct�on�l s��n, s���e� na�e �i�n, or ��h�� si� n whY�h has b��� �re��ed b� �he �i�y. It it �� de�e���n�d tha� a�ign must �� re�o��� to �e�mit r��uired c��stru��ion, the ��n�ract�r sh�XX con�aat ��e Trans�ortatio� an� ���1i� Wor�s d�p���rn���, 5�gns a�d ��rkinqs Di�is�on �p��ne �urn��r 8780-8Q75), to r�mo�� t�e sig�. In the c�s� o� r�gul��ory si��s, �h� Co�trac�o� m�s� r�p�ac� ��e p�rrnanen� si�n �i�h a ��i�porary sign me�ting t�� requi��rt�nts of th� abo�� r��er�n�ed ma�ual �nd su�h t�mpar��� ��g� �us� b� z�s�alle� prio� to ��� r�m�val v� �he ��rrnan�n� �i�n. Zf t�� ���porary s�gn is �o� ��s�all�� co����tly o� i� it dv�a no� m�e� �he req�ir�d spec���cations, �h� perrn�ne�� sign aha�l �� left �n p�.��e u��il t�� t��porary �i�n requi�em�n�s ar� ��t. �hen �oristruct�on work is ������k�d ta th� ex�ent �ha� th� p�rman�nt �ign ��n �e re-i�sta�L��, th� ��n���ctor a�a�� a�a�� co���ct ��� �ig�s �n� M�rk�ng� Di�isiv� to ��-ins�al� th� g��mane�t s�gn ��d sha�� l�a�e �is �emporary �i�n �n plac� �nt�1 �uch ���inst�lla�ion i� co�pl�t�d. �he Co�tractor w��l b� h��d r���ofl����e �a� �1� dama�e ta th� wa�� �� ��e pu�lic due �o �azlure �f ba�r�ca��s, �£gns, �ences, ��g�t�k or �at�hmen to pro��ct th�m. Whe�e�er evkd�n�e i� foun� of such d�m�g� t� �he work �h� ���in��� may arc�er th� damaged portiox� imra�c�i�tely ar�rnov�d and r�p�a�ed �y �h� Con�ractor at �h� �ont�a�tar'� c�wn e���ns�. �k�� �on�rac�or r a r�spons�l�ilit�r for th� maint�enan�� o� i�arr.i��d�s, signs, fences �nd �Yt�r1�Sr a�sd �ar prov�.t�ing watchmer� �k��X�. not ��ase ur�til �h� g�oaect sh�ll hav� ��en co�n�l���d anc� ��cept�� b� the Dwr�ez . T10 �om��n�a�i�r�, e��ept �s specificall� �rov�[��c� in these �on�ract Docu,m���s� wiXl k�e �aid t� �h� ��r��rac�ar �or th� �rork and m��eria�� in�roivec3 in �he car�struc��ngr ��ov�iding, an� m�iritaa.ning o� ��rrx�ades, ��c�nst f�r,�es� �nd lights ar for sal��ei�s o� wa�ct�men� ��r the s��seqt�er�� r��noval �nc� disposal of s�ch laa��i�a�esr s�.gr�s, or ,��r an� ��her izt�identa�� n���ssaxy for t�he prop�r p�c�t���ion, ��fe�.yR and cor�v�nience �€ the �ub�ic duririg �k�� �ontra�t periodt as thi� w�r�C �s cc�nsidered to be sub��diar� �o the s��r�ra], it�ms f�r wha.ch unit �� lu�� suin ��i�es ar� reque���c� in th� Proposa].. �C-�.9 [�S� O�' �:?C�L���'U�S, D��P Y��Z��1T, ETC.: Shoulrl tlhe �on�ract�r e��ct� �o ��� explo���es, drop w�i.qh�, etc. t in �Y�e �rose�u�ion o� �h� wor�C� th� utmost �ar� stt�Xl b� ext�r�is�� at all �im�� so as ��t �o endange� l�.f� or gr�perky. �he �ant�a��o� s�tall no�ifr� �h� �arop�r re���sersta��v� of an�► gub].ia ser�rice cor�ora�ia�r any company, �nc3ivic�u��� or ut�xXit�►f ar�d �he Owner, nat �ess thar� �w�n���fou�c hot�rs in C6-� {5) ev��� p���a�tion to g��v�nt da�age to all tr��s, shrub��r�t ��an�s, L�w�s, t�t���s, culvert�, c�rbin�f and all o�her �y�es �f str�ct�r�s o� z�pr���m�n�s� to ��� wa�ert s�w��, a�� ga� 1in��x �o a11 condui��f o�erh�ad po�� �xnes, o� �ppur��nan�es t�ere�f� in���d�nq �h� construct��n �f ��mpor�r� ��n��s, �nd to a1X �t��r �u�Xi� or pravate prop�r�y ���n� adjac��t to �h� wor k . Tit� �ant��ct�� shall natify t�r� �rope� ��p�c�s�r�tativ�� of a�rn�rs ar �ccup�nts oE �ulbta.c or �ri�rate lands or in�eres� i�t �ands which �nigh� t�� aff�c�t�d ��r the wa�ck, S�ch no�ice �hall �� r�ad� at 1�a�� �8 h�urs in advance a� the b�ga.r�ning o� t�� wv��C. No�ic�s sl�all be a��lical��� t�o C��th pub�.a.� ar�� p�`�va�e utiX��y �ampar�i�s or any co�poration, �orn�an�t �n��vi��,a�.� or �th�r, ��th�r as owne�s or occu�ant�, whos� land �� inter��� in �.anr] rni�i�t �ff�cl:�d �y th� wori�_ T�e Cor��ra�t�r sh��.�. t�e ��sp�rtsi�l� for aYl. dar��g� or x��u�'�r to grop�r�y of ar��+ ��aracter ��sulta.r�� €ra� a��+ ac�, vm�ssion, r��gl�ct, o� rn�.scor�d�a�t �n the r�anner or rn��hod or execution o� ��e wo�k, ox' at an}► time du� �o ��f��t�v� wa�k� ma��x�ia1., or equiprnent. Wh�� and where any d�r�ct ot` ind�r��� c�� �����y is d�n� i:o pt�blic or privat� ��op��t� ��x ���oun� o� ���r a�t, orni.ssior�t n�c�l�ct, o�r miscc�n�u�t in �he ��ce���ion of �h� wvrk, or in coe��eq��nce o� th� rson--�x��ut�on �h�reof �n tY�� ��rt o� t�� �orrtra��t�r, C�� shall r�s�o�e �r hays r���o��d ak h�s own �os� �n� exp�ns� �uch pro�ert� to a�or��it�i�� at �eas� equ�l to th�� e�cisting b��o,r� such a�amag� o� �njur� was done, by rcgairi,nc�, .���uxldir��, o� o�h��rwi,�� �e�l�c�ng anc� r�storittg a� ma� �� e�ir�c�ed 3�y the �wr��r, or h� shall m�ke gv�d such da�tage� ar inju�� in a m�nner acce�table �o �he o�aner of th� �roperty and �he Enc�in��r. A�Y ,��nc�s �ri��u,�x��r�d an� z�rnov�d, �,u�rzng cos�st�uct�.on of �has ��o�e�i� shal� b� ���to��d t�o i�h� oriqit�a� �� a�ett�r �h�n or�c�,�naa c�nc�xt�xon u�an car���.�tior� v� �hxs ��oj�c�.. {�h�r� �ti�� fencinq, �ither �rir� m�sh o� barb�d wi.r� i� t�o b� cr�s�e8, the ��ntractor shall ��t cros� braced posts �r� ei�h�� sic�e o� permar,ent cas�m�n� k�e�ore t�e ��nc� is cu� . 5ho�1c� addi�ior�al �cnc� cu�� b� n�ces�ar�, �he Contxactor sha11 �r�vide cr�ss l�ra�et� p���s �� point o� �he �r�pos�d cut �n addik�on �.o th� ��o�s k�ra�ed �os�.s provxd�� a�. �he pe�'�an�r�t e�set��nts Xi�miis, befor� �h� €enc� is �ut. �emp�r�r�+ fe��iric� shall b� er�cted i� plaae o� th� f�ncing r�moved wheneve� �h� wo�i� i.s �o� ir� pr�q��ss an� when �h� �x�� i� �a�a��d ov��n�c�h�, �,�dJvr at a�l iti�nes to p�r�vent l�vesta�k fr�s� �ntering �h� ��ns�ruction �rea. Ti�� c�st fa� �er��e remova]_, tem�orar� clos�ar�s anc3 r�pLacemcn� sh��� �e suk�sidi.ar� �a th� varia�s i�.�r�� bid ao� �h� p���e�t �6-6 {7) in ��ole �r �n par�, by al��g�� ���lig�n�� �f off��e��, �g���s, se���n�s, e�p�a��es, c�ntxac�or�f subc�n�racto�s, �����s��� �r inv��ees of �h� Ow�er. �o��rac�or �i�e�ise �o��nants ��d ag�e�s ta, a�� does ��r�b�� i�d�mni�� a�d hold �a�ml�s� ��ner ��om an� �gains� �n� a�� a�� inju�ies,loss or �ama��s t� �r�p�rt� o� ��� �wn�r du�in� �he p�r�o�man�� o� a�y of th� ��rma an� �ond�t�ons o� �his Co�t�a��, wh��her arisinq out o� or in �o�����ion wi�� o� �esulting �rorn� �n �hol� or �� �ar�, a�ty an� all a�.�e��� a��s or omissions of o�fi�ers� ager��.�, servan�s, �m�loye�s, �ontract�rs, �ubcont�ac��rs, lic�nses, oG fn�rit��s of the �wner. �r� �i�e ev�nt a w'ri�ten cl.ai�n for d�m�c��s ��ain�� �he con.��acto� vr its �u��or�t�2���.or� ���taitts u�s�t�1�d �tt th� ��r�� ��i woric on �h� �rojec� has b�err c�r�pl�t�c� t� �t�� sa�fsfaction o� �h� Directo�r o� �he Wate� �epar�rnent, as e�'idenc�� by a f�nal ina�ec�a,on� �ir�a� p�yrnen� to the ��nt�a�tor �hall. r�r� be �����rmend�d b� tt�� Da.re�to�r of �he ���er �e��rt��r�� �'�r a periad af 30 ��,ys a��er �h� dat� o� ���h �zr��l in�p��tion� �nle�� L•he �on�ra�t�r �ha11 sub�nit wx��t�n evidence sati�fa��ory ta th� D�re��or �hat �he clair� ha� b�en s�t�l�d a�d a��Leas� ha� be�n abta��ted ���rs► �h� c�.aimant a.r�vol��d. T� �.h� cla��n car�cernec3 rem�ins �xnse��led as of �h� expi�ea�ion �f t�i� abo�r� �0-d��r perzod, ��e ��ntra�tor ��y' h� d��s��d to �� en�itl�� �o a s�rni-�xnal payz��r�� for work com��et�d, su��t s�mi-fir�al ��ym�nt� to I�� �.r� a� �mount� equal �o th� �ot�a�. dollar amount ��t�n due I.es� ii�e �o11ar �alue of an� w�i.t�e�t clairos pend�ng a��irtst �he ��ntrac�or ar�si.ng o�t of �he �e��c�r�az�c� of st�ch wo�k.� and such serni�-�ina� ��ym�n� m�� �h�n b� �ecommended by the E�i.rec�.or . �`he Dir�c�oa� sl��11 ��� re��m�n�r�d fi�a1 ��ymen� �o � �ont�a�to� aga�.ns� +�t�om such a c].�itn €�rr �amaqes is o�ts�and�nc� £or a �erior] �f six r��n�hs followir�g �1�� c���� of �h� z����p�artce o� th� +��rk �e�for�t�d lan�.ess th� C�nt�actor su��i.ts ��idenc� irr wri.�ir�� satisfactary� �o th� Di�ect�a� tl�at: 1. Th� c��im has t�e�n settled and ���iease has i�e�n obta�n�d ��'o�n th� ��aimant inv�l�red� o�c 2. Good �a��.h e��oz�s hav� be�� rnad� t� set�l� s�c� �uts��,r�d�ng �Y�im�, and su�h go�c� �ai�in e��or�s �i�v� �aiZed. x� �ond�C.��n f1l �l�ov� �.� r�e� a� ar�� �ir�e wi.thin tine s��c month ��r�odr th� �ir�c��r shaLl re�oram��d t�ha� th� fir��l �a�z��r��. �.o the Cantractor b� m�,c�e. �� �ondit�on {�) abov� �s me� at ar�� #.im� w�tk�i.�t the six, rnortth �eriod� �h� Direc�o� m�y r�cor�rn�r�d �}��t th� ���aZ �aym�r�t to �.t�e �or��r���or be r��d�. At tha �6-6 ( �} ) r���i��d f�om these t�mporar� ca������ons �n�z� �uch t���s as ihe p���anen� �onn��t�on� �re �uil� and ��� �n ��rvi��. The �xis�ing �ew�r� ��d connec�ians sha�l be k��� in ser�i�e an� maintain�d u�de� ��� �on�r���t �xc�p� wh�n sp�ci�fed or o�d���d �o be a�aridoned by �he �ng����r. ��1 wat�r, a�wage, a�d a�hex w��t� �t�alL be d�sp�s�d n� iM � s�tis�a�tory �ann�r �� tha� no �uisance is cr�a�ed an� s� t�a� t�e wo�k u�der co��truct�o� wili �� adequak��y pro�e�t�d. �G-6.1� ARRA�������' A�D CHARGE� �OR WA��� FURN����B BY T�� �ITY: �h�n t�e ��ntr�ct�r ��sx��e� �o use �r�� wa��r in �o�n�c�zan with �ny ��nstr��tinn w��k, he shall mak� ��mp�et� and sat�s���t�ry arrangem���s wi�h t�� Fo�� Wor�h C�t� Wa��r �e�artrnen� f�r sa daing. �i�� w���r €ur�i�h�� �o �h� �on�r���or shall b� delxve��d to �he Contr��Lor fro� a con��c�ion o� aiti ��xst�ng Ci�y m�i�. Ail p��i�g r�qu�red be���� t�� �oint �� ���iv�r� sha�X �� �nst�l'led by t�� ��n�r���or �� �i� ow� e���ns�. �he �an��a��ar's re��a�a�bi�ity i� ��e us� o� a�i �xiat�ng �ir� �ydrant and�o� valv�s is de�a�Z�d �n S�c���n ��-�.� U�� OF F�R� HY�RANTS A�D VALVES in th�s� �e��ra� ���tr��t Do��m�n�s. �h�n m�ters ar� ua�� �� m�as��� th� wa��r, ��� charg�s, i€ an,y, �o� ����r �i1Z b� �t th� r�gul�� ���ab���hed �a�e�. W�e� m����s �r� no� usedi th� �har�es, ff an�, �iXi �e �s pres�ri��d �y t�� �ity �rdinaixc�, or wh�r� �n �rdi�a��e app�ies, paym��t shall �� ma3� on �stirnat�s and r���s �s�����sh�d �� the Dzre��or o� t�e Fort Wor�h Wat�r D�partme�t. Cfi-�.17 U�E OF ����T�O� QR PORTION O� THE WO��: ��enevert iri �h� op�ni�n oP the Engin��r{ any se�tion �r porL-io� o� tl�e wvrk or �ny s�ructure rs �n sui�able �ond���on� it rna� �� pu� in�o u�� �pon the wra,�t�n or��r of �h� Engineer, �n� such usa�e shall n�t be held to b� �� a�� way an acc��ta��e o� s�id wvr� vr stru��u�e �r a�y pa�t �h���v� o� as a wai��r o£ an� �f �he �rovisi�n� of th�se �antra�� Docum�n�s. AZ�. n�c�s�ar� rep���s afld �����a1s �f any s�c�i�n of �h� ��rk s� �u� i��o �sc, du� �o d���ctiv� ma���ials or warkma�ship, �quiprn�n�, or �� d��ic���t a�era�io�s on �h� par.t o� th� �ontxac�ar� s�all b� �er�ormed b� t�� �o�tra���r �t h�s �wn ��p�n�e. ��-�.XB �O�T�ACTOR'S R��P0�5I8�Lx�� FOR �H� �OR�: �ntx� �rrit��n �������e��� b�r the Qwne�` �s p��v�d�d �aar---i.� these Contract D�c�s��n�st th� wo�eic ��all he �tnde� the �harge and �ar� v� tfn� ��rtt�ac�or� ar�d he shall ��k� ct�ery �t�cess�ry pr�cau��pn to prev�nt injur� o� da�a�� t�o th� wark a� any part ��-6 f�.l � L���ted �a��, E��ise and �se �a� �errnits ��d x��o���tion �an b� o��ained ��om; ��rn���o�ler a� Pub��c A���unts �al� Ta� Ai�ision Cap��ol S���ian Au�tin, T� f �� 1 � Ij � 0 F ��-� i��} PART � � G�N��A� CON��T�Q�S �7-7 �R�S�����0� ��� �RO��F�� �E�T�Q� C7�7 PR��E�UT�ON ��D �RQG�ES�: �7-7.� �U�LETx���: The ���tr��tor s�a21 �er��rm w�th his �wn organ��ati��, a�c� w�t� t�� assi�L-��c� ot w�r.km�n und�r his irnm�d�a�e sup�r�n�eR�ance, wo�� of a�alu� �C �o� X�ss �han �i�t� i50�1 p�rce�t v� �h� va��e ���rac�d �n �he �on�raat. z� th� �an�ra�to� �u�l�ts an� �ax� o� �h� wark to b� d�n� �nd�r �hese ��ri�ra�t Docu��nts, h� �i�� n�t un��� a�� �zrcum��ances b� re�i�v�d o£ t�� r,e��ons�biiity and oblig��ion assvmed �n��� ���s� �ontract �o�u��n��. A�l tr.a�sact�o�� af t�e �n�i��er �ill b� w��h the ��n�r�cto�. �u�contra��or� will be ��n�i�er�� o��y i� tt�e capa�ity oE �mp�o���s or war�m�n o� �h� �ontrac�or and �haY� b� sub�e�� �a t�e �a�ne r��uz��me�k� as �a charac�er and c��pe#:�ncy, ��� Ow�e� wi�l �ot ��cogniz� any s��c�nGrac�or on the w��k. The ���tra�t�z s�al� a� a1� txm��, wh�� t�� �ork is z� ap��a�io�, �� repr�sented �z�h�� i� ���so� �r �� a�upe���te��cnt or a�h�r d�stgn�te� r��r�s��ta�iv�s. �7�7.� ���I�N��NT OF CO�TRA�T: ��� �ont�acko� sha�l nat �ssi��, ���nst��, s����t, �on���,�or o�herw�se disgose o� �h� �an��act or his r�g��sk t�t.l�, ar in��r,est i� o� to �he sam� or any �art �����of withouL• th� p�evious �ans��t �f t�e O�ner e�pr�ss�� �� resoX�tion of the City C��nci� a�d ��ncur�e� �� �y `��� ��ret�es. xf �h� ��ntr��to� ��ea, witho�t such �r�vi�us �v�se�t, assig�, t�ansf��, su���t, �a�v�y, �r ol����wise dis�ose �€ �h� ���trac� o� �i� right, txt��, or �n�eres� th��e�� �r an� part ��er�a�, �o an� ��rso� �r �ersons, pa������l��pF campan�, �irrnr or co�gor.a�i��, or daes by �an�r��t�Y, vol����ry �r invo�ufltar�� �x �y assig�men� �n�e� khe xnsolve�c� Iaws v� any �tat�, �����p� ta �i�p�se o� th� �ontract �a�, at �h� o��ion of �he Own�r b� rev��e� ��� ann�l���, unless �he 5u�e���s s���� �����s���1�� c��plete saxd contra��, an� in ti� �ve�t a� a�y ���h r�v��a�ivn or ������eri�, a�� ���i�� du� o� to beco�ne du� u�d�r or �� �irt�e o.f sai� c�n�r�c� shall �e ��ta,ined by ��e �w��r as �zqut�at�� �am�qes ��r the r��son tha� it would �� �m�ra�tx�a��� and �xtre�e�� di�f�cu�t to fxx t�� ac�u�l damages. �7-7.� P�OSE�UTI�� 0� ��� �OR�: �r�,or �� beg�nninq an� cons�ru�t�on o�e�a�io�, ��� ���trac��r s�a�� su�rnit �o ��� E�gi��er in �x�� �� rnor� copi�s, i� r�q�ested by t��� En�inee�, a pr��re�s s�h�d��� �z��erabl� i� char� or di�gra� �o�rn, or a ��ie� o�tli�i�g �n detai,� and st�p by st�p the ma�ri�r of �7�7 L�i ot�erwxse o�j�c�io�ab�� or negl�c�fu� in th� �r��er p�rformance of his �r �heir duti�s, o� �ho negx���s or re��s�s to com�ly wi�� or ��rry out �he dir���i��� �f th� pw��r� and suc� person or p��sons shall �ot b� ernp�o��d again t��reo� w�thou� w�itten �onsen� af t�� �ng�n��r. A1� �arkm�� s�a�Y have su����ien� ����1, ab�1�t�� and ex�erienc� to �ropexl� perfor� ��� ��r� ass�gne� t� �h�m an� opera�e a�� �qu�pm�n� n��essary �o pr����l� ��rry au� the p�r�o�manc� o� th� as�iq��d d�ties. T�e �on�rac��r s�all �u�nish a�d �a�nta�n on �h� wo�� �11 �u�� ��ukp���t as is cons�d���d to �� ��c���ar� �ar g�os��utio� �€ �h� w�r� in an ac���tab�� ��nn�� a�d at a satzs�a��o�� �a�� of �rogr�ss. A1� e��ip���t, �oo�s, an8 rn�chin�ry us�d �or ��nd�i�g rna�erials and ���cu�ing an� �ar� o� th� w��k �ha11 �e sub���� �o t�e app�o�al of the Eng�n�er and s�all be ��i�tai��d in a sa��s£a��or�� s�fe �nd ��fici��� worki�g �on�iti�n. Eq�igme�� �� �n� �ort��� o� ��� ��rk s���� �� �u�� �ha� n� in��r� �o the wa�k, w�����n or adja��n� �rape�t� w��l r�suXt fro� i�s us�. �7-7.6 ��R� SCH��U�E: Elaps�d working day� s�a�l �� aompu�ed �tarting w��h the f�rs� d�y of wo�k compl�ted as defi��d in �1-1.2� "'W�R�Z�� �A�" or �he �ate �tipuLat�d in the "WO�� ORD�R" �ar b�g�����g work, w�i�h��er co��s first. �ot�xn� i� �h�se �o���act Do�uments sha�l be �on�t�ued a� prp�ib��in� �he Cori�ract�r ��om w�t��ng an ��t����y, �unda� �� �eg�� �o�idays, provz���q ��a� �he �o��owing requirem�nts ��� me�: a. � reques� �a wo�k an a spec�fic �eg�1 �olid�� �ust b� mad� to th� ���n Lh� prnce�d�n� Th�ra�ay. Sa�urday� S�nd�y o� En�ine�� no 1$��r b. An� wo�� to be �ona �n ��e p�o�ect �n su�h � �p�cif ic ���ur�a�, Sunday or ����a� �o����y mus� be, in the �pin�on of the ��tgine�r� ess�ntia� �o �h� txm�Y� complet�on p� the pr�je�t. ���,e Er�c�in�er's de�isi�n shall b� �inal air� r�s�ons� to such a �eques� �or �p�r�vaJ. to +��rk �n � spe�ific Satt�r8��r, �und�y or Legal Hali�a�� ar�d no e�ctra ��rn��t�s��i��t sh�11 b� ��1.ow�� �o �k�� ��ntr��tvr ��r �n� �rark �erfarm�c3 on s�ch a sp��ifi� �atu�day, �urtd2�y or �,eg�,� �I���d�y. ��,��nci�r D�►ys shall k�� d��'in�c� in �1�1..�4 and tite C�ntr��tv� r��}r �rvrk a� h� sa d�sires. C7-7 {�� �n�, ��ic� is t� �� �u������� b� �h� Cxty_ �h�n �uc� �x�ra camp�nsa�i�n is ca_airn�d a�zitt��; stat���n� t�t������ �ha�.l be �r�s�nt�d b�r th� ��n��actor to ti�� �ngin�e�e a�c� i.� b�r h�.m tou�tr] corr��t sh��� k�e a�p�ov�d ar�d r���rr�d b}� hxm �o th� Coun�iX for fin�,X �ppzoval �r disa�provali ar�d �h� ��ti�n t�he��on b�r t�n� Caun�i� sha].1 �� f�naL and b�1nd�.ng. �f c3e].a� �s c�.u�ec� hy sp��ific ����rs �iv�r� b� the �ngin��ra �o s�op �r�rk, or i�}� �i�� ��r�oxma��� o� extr� wo�kw or i�y the fail��� �f the ����r to prr��i,r�e m�terial ar ne��ssary� �nstixuctio�s �ar cazr��..ng on th� worlc, �hee� s�ac� de�ay w��� ��ti.t�� �ine �ar��zac��o�r to an �qui�talen� �xt��si.or� of ��i�t�, �i� ��p].icati�r� L-�r �r�i�h shaJ.lr h��re�r��, be s�bj��� to �h� a��rov�� o� th� �it y�aun�xl; and no such �xt�rtsi�n a� �xme ah�l� re1��a� the Contrac�.or or i:h� sur��.y on t�i� p����rman�� b�nfl f� orn aI1 h is ��L�gatior�s Y�er.c�nd�r. +al�i�l� shall re�ain i� f�sll ior�e �n��l th� dzs�l�arr�� of kt�e c�n�racL-. C7-7 .�0 'FIMF f}�' �0�4��ETIO�]: �`he tx�e �� com�l���vn i� an ��sential. �i,�m�nt� o� thc �ont�a�t. ��,ch [�xc��e� sha�l i��i�at� i.n �h� a��ropriat� �3.ac� on th� ��s� pa�e �f the �r�pos�l �tt� n�tmher o� �r�r�Ci�g c3ays or �a�end�r �a�rs tha� he will require t� fu11y com�i��e ti�is corttra�t ar th� tirr�� o� com�l��ion wa.il �n� speci�i�d b� �:he �i��r in t�� �r�p��a� s��ti�n vf �#�� conk�ac� t3ocum�nts. Th� r,t�mbe� oC da�� �nt�ic�red s�tal� b� a r�alistic estir�at� of th� tiir�� requi.��d �o �:orn��e�� t�� w�rk cove�ed by ��r� ��ecifi� con�acact ���ng i�i� upo�. x�� amour�� �� �xm� �� s�a�e� �� t�h� st�cc�s�f�l ��dder �r �he �it�r cviXl be�orne the ��r�e of �amp�,eti�n speci�i�� �.n �h� �vr�t�ra�t �o��ments, F�r �ac� ca3.�n�ar da}r ��at art� �+ork s��I1 r�mai.n ur���mple�ed a��er th� t��m� sp�ci€ied in the �onl•ract Documer��s, ar �i�e ��xc���s�d �itne r�ran�ec� �,y kh� Ow���,�, o�r a� a�toma�icall�r a.n�r�aa�d by add��xo�tal wvr�C �r m���rial.s �rder�d af��r ki�� �r�n�ra�� is sic�ned, the sum ���` c�a�+ gi.v�n in t�F�� ��],��wf�g s�hed�1�, uniess o�h�rwis� spe�ifi�d is� o�k�er p�rts �� t�he Con��ac� ��curnen�sx wi�l �� d�ducted f�om moni�s du� the �ont�acior� no� �s a p�nal��� bu� as �i��ic]a��d dar�ag�s s�f. f�red b� �h� Own�,r . AMOUNT ��` CQt�T1��CT � � * Q [11 � 15,�(11 � �����1 $ �0 r #,1QX $ �00,�01 L�ss �han � �,Q00 to $ �5,0�0 �o $ 25,000 �v $ �O,AQ� �Q �' l��f��� t� $ 5�Q,Q(JO C7-7 (5? incl.usi.ve $ i.r�c�.u�xve � i.r��7.u�i.v� $ lClC�k761V� � in�l��iv� $ a.ncl�asive � 35.0� Q5.00 63.U0 �.�� . �� �5�.00 �1Q.0� ��a� �ons�ru�t�on ma� �e re�umed. �uc� ��imb�rsem�nt �hall b� based on act�aL �ast to ��� �o��r���or o� movYng t�e equ�pm�nt a�d n� ��ofi� wi�l b� a���w�d. No ��li����S����� aha�l b� alLow�d if �h� ��uipme�� is �ove� t� ano�h�r c�ns�ructi�� p�o3ec� �or the �ity o� �o�� ��rth. �'he �on��a��o� sha�l na� sus�end �ar� wi�hout wri��en natice ��orn ��� E��i�e�r a�� s�al� p���eed wxth th� w�r� o�e�ations pr�m�tl� �h�n �ot�fie� b� the E�gin�er �� s� �esum� op�ra�io�s. �7-7.13 TER�IN��IQ� D� ��NTRAC'�� DUE T� ��TI��AL ��ERG���Y: Whe����r� �ecaus� o� National �rn�rg��c�, s� �ec�are� �y th� Pres�dent o� �he �ni�e� �t�t�s o� o�her �aw�u1 aut�ori�y, �� ��co�e� impo�sz���e fo� �he ��ntrac�o� t� abtain ai� of �h� nec��sary �a�o�, ma��rials, and equ���en� �ar th� �r�secu�ao� " o� ��e w��� �i�� r�as�nabl� co��inuity ��r � p�riod o� �w� �o��hs, th� Cont�ac�or sha�l wx�hf� seven da�� noti�y �he �it� �n �riti�gr �1�x�� � d�tai��� stat�men� o� t�e ���nrts whx�h �a�� b�e� �ad� and ���t�ng a�� n�cess�r� it��s v� ��bor, ��t�r�als, and �qu����nt �ot obtainab��. Ift a��e� ��v�s�iqatian�, t�e Owner fi��s that such ��nditions e��s�ing �nd t�a� ��e �n�bi1��� of the C�ntra�t�r to proc�ed i� �a � ��tribut�b�� fn whal� �r �n par� �o th� fault o� negX��� of t�� �on�r��tt then i� ��e Dwne� carinat a��te� �easonab�e �ffor� �ssi�t �h� �an�racto� �n �r���ring an� m�ki�g ava���b�e �he ne�es�ar� la�vr, rnat��rx�ls an� �quipm�n� wi�hfn tii�r��+ days, the C�r�tra���r may r�qu�st �he O�ner tv terminat�� �he cor�t��c� �nci �.he O+�r��r ma�r cvmply wi.�h �F�e �e�u�st�r an� th� ter��natior� �h�11 be c��ci�t�or�ed ar��3 �ased u�or� ��inal sett��m�nt mu�ual].y ac�e��abLe �� bo�h t�e Owne� an� �he ��n�ra���r and firr�l �a�m�r�t s�a7.]. �� marle in a�co��an�� with �h� t�r�s a� the ac��e��3 s�tt�er��nt, whi��t shall �nclt�de� �u� n�t �e Lim�t�d �o, tlwe pay��n� fo� �,�1 w�rk ex�cu�ed ��t�c no an�f����tec� pro�i�s on wo�r�C w�iicin h�s r�ot be�r� p�r��srneti. �7-�.14 �U�P��1�IOi� OR A��I�D���'1�I�'�' Qi� 'i`I�E �O��C A�TD ANt�iIIrM�?�T OF C��ITRACT: TY�e w�rk o��r�t�on� on al� o� an�t porti�n o�r ��c�i�n o� t#�� wor�C under �on��a�� sY�a�� t�e s�s�er�c��d i.rnm�dia�ely on written �rder o� �he Engin��� �r th� �o�xt���� ��,y b� de�3.ared �anc��l�d b�► tl�e �ity �our��f 1 fot an�► g��d and suf�ici�i�� ��use. '��� ��llow�ng, hy �ra}� of exa�pi�, �u� nat o� J.i�ni.�a�ion� �ay b� cor�si.de��d c��ou�d� �or sus�ension o�r can�e��.�t�.or�: �. �'ailur� t�f �h� �on�ract�x �o cornme��e wo�lt �op��'ations withfn the tx�� s�eci�ied i� the W��k Or.d�r issu��7 by �he �wn��. �7-7 (7l �quita��� ad�ustrn��t o� �he ���ce o� pr�c�s sp��i�red �n ��ie ��n��ac� �e�at�ng �a �h� c�ntinued po��io� �f ch� ������c� ��he p�rti�n no� t��minat�d b� th� notice o� termi�a�ion}f s��h equatab�� ad�u��rn�nt as �ay �� �q��e� upon �h��1 b� ma�e in �u�h pric� or �r��est n���xng co��ai��d h��ein, h�w�v�r, sh�l� limit ��e r�ght o� t�e Own�� �n� the �p�k�actor �� ��re� u�an th� amou�� or am��n�s �� b� �ai� �o �he �ontract�� L•ar th� com�l�tion of t�e con�in�ed p�s�xon a� �h� contra�� w��n s�id �o��r�ct �o�s �ok cont�in an cs�ab�ished co��ract �ri�e �or ��ch �onkiriu�d �o��xon, H. �O �IMrT�`PT�� Q� ���HT�: �o�hing con�a.ined in �his �ection �ha1l Iimit �r a�t�� t�# rig�ts ���ch �he Own�r ��ay hav� ��r ��rrninat�on o� t��� �on��act u�ider �7-7.�4 hereo� �r�t�it�ed "'�uspens�an o� Ab�nc�or�m�nt� �f �1�e work and Am��d��nt of ��n�rack,� �� any �ti��r ric�t�t wl��ch Owr��� ��t�y l�ave �ar d��a�lt or breaah a� �or�krac� by �ontract�r_ �7-��.X7 �Ak�E�� M�'L'C�Q�� �N'� P�A�:'1'T���: �'�e �or�t,rac�ar �ha�ll be re�por�sib�e ��r iniL�a�ing, m��ntain�.n�� anc� �up��e�ri�ing aLl safe�y precau�ions �nd gr�grams i.n �or��.ecti�n �ith tY�e w�rk at aI1 �irn�� and s�a�l assume a�l respon��bili��es f:or �E�ex�r �r� Eorc�r��fl � . Th� ��n�.ra�t�r �ha��. �om��y witi� �eder��, stat�� ar�c� Xo��l Ya�r�, arc�inae���s, ae�d �egw].ations so �s t�o prote�� �e�safl and pra��rty �rom �e�ju��r� in�lu�in� deat3�, v� da�nag� it� �onnec�i.or� w�t}� �he work. C7�7 €13� PA�T C - GE��RAL �O�DLTIO�� �9-9 ��A�U��M��T A�D ��YM��T SE��IO� C$-B MEA�U�EM��� �N� �AY�E�� �B�S,l ME��UREME�� �F �UA�TITIES: ��� d�t��mfn��ion �f q�a����i�s o� wor.� perform�� b� �h� Co�t��ctor and a��ha�iz�d by th� Co�trac� �oc�m�n�s ac���tably com��e�ed �nde� the ��rms af the �o���ac� �n�um��ts sha�� �� �ade �� t�e �n�i�ee�, �as�d �� m�a��re��i7�s �ade b� the �ngr�ee�. m��s� measu�e�e��s ��11 be ��de a���r�i�� to �h� U�i��d ���t�s S��ndar� �eas�rem�nts us�� in comrnan ��actic�, and �i11 be t�e act�a� ��ngth, �reat s�l�d cnn�eri�s, n�mb�rs� and w�ights af th� materials ��d ��ems in�tall��. C8-8.� U�I� P�i���: W��n x� �he P�oposa� a"'��i� Pr�ce" is set forth, t�� s.;id '"Uni� Pric�'" �hall in�_iude th� furr�ishinq �� the �on�ra��or o� a11. lak�ar, �o��s� m��eri��s, m�chin�r�r► equiprr��n�, a�p�iar�c�s and a�ap�r�en�rrces ne�essar� f or �he c�r�s�����i�n of ar�d �he comgl.eti�n i�r � m�nner ac�eptab].e �o th� ��gi.nee� v� al� urork �o �� dor�e ur�d�� th�s� Co�tract �ocumes�ts . Th� "'Unit ��i�e" s�al� incl�s�� a��. p���na�t�n� ar�d t�mporar� �ro���ti�n q� ��rexhead, su�r�a�e, and ura�ergrvur�d st�u����es� f c�e�r��tp, Pinish�d, oveart��a� ex���se, bond, in�urar�c�, pa�et�� i'��s, ro}�a�ti.�st risSc �u� �o the eler�en�s ancl oth�r cau�es, cle�ays, pr��its, iz�j����st d�rn�q�s c�,�irost �.�x�s, �nc3 �,11 other it�ms na� sp��ifi�ally m�e��ioned that rnay �� r�q�ired t� Euliy car�st�uct ���?� �t�m �.� �he work �o�r�p�et� in pla�� ar�d is� a �at�sfactory cond�t.�or� fo� �p�r��i��. �8--�.3 L[�MP �i3�7: #�i�eri in th� ��oposa� � "Lump �u�n" i� set �oxth, �E�� said "I,urnp �u�"' shall z���z�s�r�t �h� �o�a� co�t �or th� Con�ract�r �o Eurnish alI la�or, ��o�sr �na���ials, rr�a�hir�er�, ec�ui�men�t a���tr�en�r���s, anci ���, su�si�ar� wo�k n����sary �or th� co�struc�fon �,nc� �om����i�n of �J.3. t}t� w��'F� to pr�vic�� a�orngl��� �nd f►��t�tior�a], item as det�iied fn �h� Sp�cial �or�tra�t Qocu��t�ts andJor �Y�,n� . CS-8.Q S�Q�� Of� ��YMEI�T: �h� Con�ra��or s�all ��c�i�� and accept the ���np�nsa�ion, a� he�e�n prova.��d� i� f���. �a�rm�n� for turnisi�ing a�l Ia�ort t�ools� mat�ria�sx anc3 fn�ic��r�ta�.� �or p�rforrning ��.L worSc cvnker���ated ar�d �m}�ra�ed unc��r th��� ��ntr��t F}oc�mei�ts, ��r a7.1 los� ar�d da�ag� arisinq out �� th� �atur� of the w�aric or f r�m ri�e a�tion �f i:i�e �i�z�ents , f ar any unfor�s���n �,�E���.s or vbs�r��ti�ns whi�h �nay a�ise or be �ncour�t��r�d d�rittc� �h� pros�cut�.on o� Lhe w�x�k at a��� ��m� �8-8 (�� 0 k�i.rn a� a ge�ide in �.he treri�i�ati�n �r the �repara�ior� of �ar�lal �strm��e�. �t i� u�der��ooc� tha� th� parti�� �s�irna�e ���m mon�h t�o rn�s��h wilx �e a���axzmate �nly, artd ai� �artia� rn�ni}t�.}� est��ma��s ar�c� pa����t wilY be suia�ec� �o �arrection in �h� �s�i�a�e r�t�c�er�d f�l�,qw�ne� �h� c�isco�r�ry of an e.r�o� ir, any pre�i�t�s �s � irnate ��nd su�h e����na�e shall. no�, �n any r��p��t, b� tak�n as an ac�mi�si�n of i.k�e Owne,� o� ��e amoun� of wo�k don� or �f ��s qualkty �f su��i�iency� o�e �s an acc:�pk���� o� �he w��1c done or �he r�le�se of ��� �ontr���t�r of any o� �is r�sgon�i.bi.li�i�s �nd�� �he Cantract D�cur��n��. Ti�e �i�y r���rve� ��� zic�h� �o w�t�hhol,� �he pa�tm�n� a� �ny r�o�tl��y estimat� i� �h� c�r�t�a���r fai�,s to p�rfor� th� wnrk ��ri����+ �n a��v�dance +�i�h ��c sp�cific���ons �r pravisions o� this contr��t. �5-8.6 V��'�`HH�LI]xh�G ��1YME��': ]�a���n� on ar�� es�irna�e q� �stimat�s ma�- b� h��d in af�eyanc� �� i:he p�r�or�n�nce o� the c�nr��ructic�n ���ra�ion� i.s noi: �n ace�rd�n�� w��ti t�r� rec�urr��ents �f �he �ontract D�cumen��_ �8-8.7 FINAL A�C�PTAI��E: ��x�n�ve�r th� a.mprovern�rt�s pr�v�c��d ��r b�r the ��ntrac� Docum�nts sha�I hav� b��n ��m�l�t�d ana� �1� rec�uir�men�.s �� tk�� ��nt,��ct Docurnents �ha.1�. have b�en fu1fi11�+� on th� ��ri: of �h� �or�t�a��or� �h� �or�t�ac�or sh���. nc�tify the �ng.in�e� ir� w��t.ir�g �hat the imprp+v��n�n�� are rr�ad}► �or �he fina� ir�s����.ion. The Enc�ir���� sC�al� notify �he a�pzo��i.ak�� o€�ic�a�s of �h� Qwner., wi�l wi�hin a reasanabl� �im� mak� su�h �in�]. insp�ctiont an�l if th� wo�l� �s �a��sfacto�y, �n an a�.c��atab�e co�rdi�i�n, an� has be�n com���t�d i.n a.ccordance with t�c �crms �f th� �ontr��c� �]ocum�n�� and a].1 a���eov�c3 r�c���.��.ca�ions �h�r�af, th� ��gi.�xe�r w�i�l 1l71�1���! �k�e �r�cessinq �f th� f�inal �s�fm��� and �e�comrn�r�d �inal acc��i:ance a� the pro��ct a�d �xnai paymenl: the�e�or a� o�a�lin�� ir� C8-�8.6 k�elow. C8-8.8 I��I�AL FAYM��VT: Wh�n�rr�r all th� im��ov���nts pr�vide� �or by the Cvntr��t �o��rn�r�t�s anc� all app�oved mo8x�xcat��oz�s thereo� sh�Il �,a�r� b��n comp��t�rl arid a�,J. �eq�a.����n�s of t�� Cont�ac� �o�t�ments l�ac►� l���n f��fi���d on th� part �� the ��fltrac�o�, a�i.nal �stirnat� sho�in� th� ��J,�� o.f �h� work wi,XX �� ����a��d by �he Engin�er as s��n �s �he r�ece�sary measur�ment�s� cv��uta�ions, an� ch�cks �an he mad�. ��.1 prio� �s�i�t�t�s upon whi�l� �a�►r�er►t ha� l��er� �ta�e a�� ��6���� �o. ne�essa�e� �a�r�c:��lans or re�i�ivn� i.n th� fi�tal p� y���n t� . C9-9 {31 �a� �ar an� damag� �o o�he� wark r�sul�in� t����fram �hich �haXl app�ar wit�i� a p�rio� of �n� ��ar from t�� �a�� oi �i�a� �c�ep��nc� of �he w�rk unl��s � longer �eriad i� sp�cified an�s�a11 fu�nis� a�ood an� s����cxen� maint��a��e bond in ��e a�aun� o� ��� p��c�nt af t�� amount a� �he con�ract whi�h sh��X assur� �h� ��r�ormanc� o� �h� g���r�l ��ua��n�:� �s abave �u�lx�e. The Awner w�l� �iv� n�tz�e o� obs�rve� �ef�ct� wi�h r�as�na�l� ����np�n���. ���8.�� ��B��DiA�Y WQ�K: �n� arid ��1 �ork s���i�ical�� gav�rned by ��cu��n�a�� r�quirerne��s ��r the �ro�ect� su�h as c��d��io�� im�osed by �h� ��a�s, ��e �enera� Contract Docum�nk� o� these 5p�cia� C�ntract ��cume��s, �n �hich n� �p��i�i� i��m �ar hi� �a� b��� �rv�ided f�r in th� P��posal, �h�11 b� c.ons�d�r�� as a subs�di�r� i��rn of wor�, �h� cas� of whi�h sha�� b� inclu��� �� �h� pri�e ��d in th� Prop��a�, �ort �ach �id i���. S�r�ace r.e�t�ra�ion� ro�� ex��va�i�n an� cl��nu� ��� g�neral ����s of w�r� whxch fa�� i� �h� cate�ory o� subszdEary w��k. C8-8.1� M�S��LLANL•'��� PL������� �F MATER�A�: �a�erial ma� b� alio�at�d u�de� �ari�us �id i��ms in �h� �ropasal to esta blis� unx� pr�ces �o� rnisce��aneous p���eme�� �f rnat��i�i. ��e�e mat�rials shaY� be used o�Y� wh�ri d�rected b� ��e Enginse�, �ependzng on fiel� condition�. 2ay��n� €or miscellan�o�s �La���en� af mat��i�X wil.l �� ma�e ��r o�ly th�t a�o�n� af m���ria1 u�ed, m�a�ur�d �� �h� nearest on�-�erit� unit. �ayment �o� mis��l�a��au� ��a�e�e�t o� �a�arxa� ���i1 be in ac�ordance with the ���e�a� �on��a�t Doc���nts r��a����ss o� th� ac��a� a�o�nt ���d �or ��� �r�j�c�. C$-�.�3 �EC�RD �Q�UM��TS: �ont�ac�or sh��� ���p on ��cord a �o�y o� a�l sp�ci�z���xo�s� �l�itis, a�de�d�, modk����iio�st shop drawin�s and sa�p�es a� �h� s�t�� in goo� order a�� annota�ed to show a1� �hanges ma�e duri�� th� �o�st��ctzo� pra�ess. ���se s�a�� �e d��i�er�� �o Enqi�ee� upan �ompl�tf�n o� the wa�k. C8-8 (�1 ��:��r�c��, r�: ���1�a}I,i•.��t�:f��'�n�1�1' ['�)ftil�f"f I{]I�'� �f(} F,-1it-f �' - (,N:��.�t.=��. [�c]I���C'I'1���v� 1�, �;��'G��;�I l��i��� �,i1�7�7�4'E31�.[3i�s�,�� �'ut�dtt�c��t� i3311#.']1�� tr1- �tl�r�3�ti��e11E Gl�c �.i4r�ef:�� {';}r��i�it,��s ��F �Iti� �_-c�i��r�:�ct :u��I rr[lrer ��ro��is�u��� ;�1� t��� �"untr��rcl I.]��c:4�ir}e�7i� ;�� i«43i�:{Glecl l,cic����, I'��c���isErst�s ���ii�h7 �l]"� ]l[l� ti{1 c1171�C7i�L'CI 431� �4i���]��I]1�C1�[',i� 1"�il]k1111 E�t I'�ill li}G'��e :��tcl ,�������1, ]i. C 3-3.7 �ic�l��)�� f'i�L�� � 3' ti � y), lh� �a�r��r{1�+��a �X���I' �LC�1�};u`:s�;r:���lj c�, �`l�an�c iiie pnr�s�r��p�l ts� re7cl t�s �olln���s; ..�1„ �k�r�[G�s ��ill l�� itc��t;���c� �3}° t�i�• �.���itcr �+,I1Ecl� arw {�[ �I��• liG�ie �at ci���w�aa� s�i• �1�:]i��c��i�:�Yi ��r� �n3�� k�c�ttid� c�r ���3tscl� �re it7�ti��cstecC i�7 «r7� �iiie���c�r� a�,�ti�7�� 1�� [�.)�vn�r. f11� hc}��cl� sE7�t�l I,c oi���cic �,�r tls� I��si��i�:; �'��rG�a;�7�s� !�� tl�} c ���i��r :�n�l �Ii� �:,r��;� ;l�;�ll h� :�����y��:�bl� �u 11��: n�vk��r. In r�r�i�r For a s��r�ty tr} I�c t��c��rt,����e tt} �he �'il�;. {�� Ihc: na��e cr�'tJt�. su�`ety sl���I l�c ir�cl4iciccl t�k� k]ie c4�n-��til [�_S, Tr��«�ir�� i,i�� �}1" 11cc�F�ac�shl� Stn•�iies ��'irr.til;�r �7sM,�, ��R� ��� kh� 4��r�1v i��L151 �ti{�v� �tl�[lt�� �rnr� �431�7i11ti iL�43i1� Ei? t�n liniti� 1��it �it3Cstlkl� s��� l�lc: f�r�1�C�, -�f�� w4���F11' i���l�l i��h lieci7��� lu bu�ii�cs� ��� lE��: �l�ti: c�l' �I-c,�;ts, -['k�e :�n����i��i c�1� th� E��'}i�� ;li���k itcrs e�c�•t5c! ll��: �n�is,4��7t �l�c�}��i 4rn t�t� �E`r�as��ry I�si ��r [�[3�-[�ntl� (Ill{�} c,� ihe 1txl�l c_�p��.�C ��i��l tilll'�}�4iS, �� CC:IL1�51J3'1111CC �� l'�:C�41J1'L'cC. Cj�C �Cl]Zi�3r'!!11' �x�k'Il131�, 1�7� r�in�LiCf�fiL� 131Li�[ f,c ��K[1f�4,ri��c1. t��.wrccit�e4� or lf�tast�ecl ��� cic� hXi*�rres� i�i -r�;��t�.,. (: _ C'�-�3,� ['�1T��I-j��l_ �=�Tl��i}1-[�L� ���1L] ��1�:-C�f�l��'1�L; l'a�c �'t�-� �?�. sl�;�ulcl �3� ri�.ic[�c! i�x iis �w��[ir��y tutic.i rc����:�:ccl �v�1�7 lli� lc�3l4x�+�iti�, �l�ll-Iiik� �3���.� ��r.iR�lf�le� ,i7{�[1 !�c ���h���i«c� l�}+ �1te C'c���sr;�ci4�r or �i�c�,��ed by �1��. C'iE�� ��t� tl7e S�h c��y anc� �(}�h c!{�y ��f`�:acl'� r�,s�T�ll� t5�s�t t�tc ��'c��'�c i� �;7 ��'�r�re�s, '!'�ie es�ar���Gle sl}al� Fse ���'c�ccici��! hy lk�e ('Ely ��rl ll�� ll]ll� c���' ai��l ?Stlt �in�� r�s�c.r:i;��1��, ]�s�in�a��s �vi]l �� ��ic� }� 3�hir� �a �tk��� J"c�llcf�,�•3n� El�c �i��j s�i' Rltc �s[i�r�nt�. C�crE�ci. 1e�k �Itc .��3�rs}pe�<��e rec�aiG�����,� a� ;�t� �,k�i l7�lc���� �'�tir�ia� ��}� cs�ul�al�es i����+ ir�cEt�cCr �,cce€��;�J3E�� �a4sG}«��ri�l�t�lx1�: �ztaacrr��fs ��cli��rr��C �c� Rl��r ���{,rlti plt��e �vf�icE� {ire t� �Sc: artcs�r��nr��c�i �nts� tlt� ��;��7ti {�� tt �a�rr7����ciY� ��.�r� 4l�}�'c{���'. l��;s ���l�k�l, �kG il�� �i�nt� [7� �IiC ;�cxy �5�c�it7��� 1��svc ��c�L L�ecEi so iu�tt�ll��d. �I'such Illkll4fl�'1�� ��r� inclsicic,� n°E�l�i�� �� ���y ��r,i���t�c�., E�n�+�n���t ��fu�E �7� E��tscd u���a�� �S�o,�►o['1f�� nel �c,ice x'�I��� �17�r�cri= Tlt� Coi�trtt��or ���i1C i'uri�islY �l�c Li��ii3c�r suc�t ilii'��rma�ion a� �x�:�v I�� r�h��4��rtt�E,l� r�c�4�e�tr:� �t� �ric� in t3�t ��c:t�ilic�ltl{r�1 i7!` �11� r31'�ji�ll'ikkll}il {1����1C ��ik}'' �ti�Ifllil��� F'or cai�t�•act� c�l lc�� tlitt�s ���U.{�U�1 t�� �hc tit�l� O� ��}CLI[l[71�. f�l`cEl�li��� SIZctII IlL' i�:�� �a�:r crn� ( I�}°��), f��c�r c��titr��r.ts c+F �+�{it1,�){i{} c�r �z�c�re a� she �i1�ie ctf'ex��:�<<it,�f, t•c�.��i��t��� sE���lI �� ti�c p�rc�:nt (�°f��. 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S�-3� -- � - - -_ D-�3 1fA�:LIUM TE��Ii�� �F ��1N1�1�1�Y ��1N�R �1+��11�H�L��,_„ ................. .... .. . ... S�-3� �?64 81'PAS� �LJMF'ff�� ........ ........ . ..... ............................... .. ................... _ ............. 5�-35 �-6� I'��7-[;�7:�STRU�i'10�# T��E���10�] IN.�PE�TI�N OF �ANITAR'l SEINER ...... ��-�5 _ �-_- - 1�-�� ��1M�L�� AI�D QUALlT�' �C3lVTR�L -���'�`!��l�� .. .... .... . .. .. . . . . .. . . .. . ..... ��-�7 �?-�7 �ENxF�OR��2Y �f������1 ��QIfV1FNT �1ND V:+ATER i�O�L�T'I{�f� �C}i�TROi� ,.... ��-37 C�-�8 II�GR��� Ah1D F��F�C��l���7F�lJ�:�f0�1 Q� A���S� T� f�Rl1f�� ........ ...... .���38 __ _ ���� 1'r��T��TI�f� t�F i F����, ��r���r� ��o soi� ........................... .. .................... ��-�s D-70 �I'I'� ��ST�F�II�IC]�1 ... . ..............„__.,,,.,,,.,,__...,_.. ,,,_,.,.-•---�-�-�-----..,,......,..,,�„ ��-�� l7-71 �ITY D� FQRI- V�lQF�'CI-I �T,�NG�IRD P#�OC�4��� LI�T ..................................•.., ,.. 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D-�30 I�l��'A�LA'rIC��,I �F 1NA'r�l� �A�ILITJE� ..........................................,.,...__.._,.,_„ ..��-�fi 8� "� F�olvvir7vk �:t�lorid� r�11C:1 Water Rr�e... .............•-�-�--------��,_,,.....,.......---�---�--..... ��-4� --_ 5�.� BEockir�r� ........ .......... .,.,....,...,_ .. ��-�� 8�.� T�pe a� �asin�_P�. . . , „ ,,.,,�,,....,,.,. a �,��a,.,..,.,�.., , � ._, ,.,�, ...,,� ................ S�-�4� �3C.7 � fi�e-Ins . . .. , , ,. .... .. . .......... . . . ....................... „ ,,, .,, ,.,,, ,.,,.,.,.. ��•�7 8Q 5 ��r�rt��li€�rr of ExrS;+ny..N�ains . . .. - - - �C-�1T ��- �,,.� ..............................---...,...,........,...._,.---��--,,._...,.,. 8�.6 llalv� {;�.��•��s .. . . . .... ... ......•�-•---,.....---��--�-�------,.,,,.,,__,�.,-,,,---•�-� ,........,,, . ��-4l SG.� V�}�1�:r S�:rvic�s ........... . ... . ...... ..„--- ,,.,...,,...,,, , . . ,...,.,....,.,...,.,....... . ...,.,,, ��-�#3 30.�3 2-�t3ch Ten�orary ��rvsc� l�ie�e � ............ . ............ . .�. .,.,...,,.....,.,....... , , ..,, .. ��-50 �Q.� Ad��si A+��n�A��s ���'�1 V���I�s fE�krl�_ 1y C��kr � . . _. .. .. ��-5p �--�_. —,._.__. .. ......................-�---,._,,..,. _„_,.__.._ 8�,1Q F�druss l�+akerV��v� �ox�s.... . . .. _.,....-� ...........................�------,_„_.,,...,.,,..., , ��-�� 8�1_� 1 Purgir�cl and �t�ri[�zakoon of 1Na[�r �ine� ..................................................... ..... ��-�1 __.._ � �0 ]� �lVork �V��r F'r�ssur� P'��re Bour:sJar�r�s, .., ,,,._..._ ......................._..,.,_.....,,,.. ��-51 —.�...�- - ---�• - t3C�.'13 W�t�'' ���3�ple �C�tEc�rt„ „ . . ............„__...,.,,,�,,.....,.,......,.,,,.,,.......,...,_....,,_, .. ..��-�1 _ __, _ � 8�1. �I� 1]u�t�E� Iror� an� �r�v Rron Fi,ttinrs... ._. ,_. _ g�-�3 . ., ,., ,_........_..----..,,.,_,,....,,..-•-•---•--,.,, �- D-� i S�RIiV�I iN� ��R D��`i �C�h1�R0�. ... ................. ��-53 ... . ..,....,...._,..., _., __.,.,...,........ G-�� DE1NA�'�R[fV� .. ....... ........J .,...,. ..,...... . „ ,,,.,........,.,.,-�•--.,,.........,.....,-•..._,_,. .__ S�-5� �--- - D-83 Tft�iV{�H ���AVATlO� �N �1��� TR�N�H��,,,, ,,,,,,,,,,�--.,..,.,.,,,......, ,-�----� .., S�-�3 - .�.... �w- - ��8� �REE Pi�l��Vl�}� .. . . . ..... . ............... ... . ..........•--�-�---�-----�,_,,,.....-�--�-------�-,..._ S�-5� �m.... . t7-85 -�kEE F��MO�lAL ...... .. ...... . ............�-�--......_...,.,... ,,.... ....__.. .,.,,.,,..,,...,., - �---, , ... S� 5� D-8� TC�T HOL�� . _ � . .. ....... . . . .... ................ . .. . . „ ,__,._, , . . , ,,,,,.,,,,.,,..----.. , . �C �4 ��s� �u��G� �o-r�a����rion, �r�a��_�o ���,n�r�in�� �o����uc���ry ..................... s�-�� Q-8� �R�FFl� BU��`��1� . . . ., , , . ... ... , ,. . ..._...._,. ...... .........��C-�� —�-- - --� � . . . D-8�J �.AlVI�,�RY ��l+V�f� ��rF�VI�E �L�A�I���ai`�,. ------�-�-�---„_,.,_,.,,--•a-� ................... „ , ��-�5 r�osr�r ` S�-2 � � r P�F�T D - �P����L ���1DIT��IVS 7his I�art U—����ia1 �ar��1i#ions is c�mp�im�ntary to Park �-- �enera� ��nditio�rs of the �on�ra�#, Anythir�g c�r�lained in #hi� P�rE � i�rat is a�di��v� t� any prov��io� in �'art �C —�enerai �or�cii#ians o� the ��nkrac! are t� be read I�gekh�r. An�r canflk�t beEween Parl C—�e�reral �ond�kR�ns of the �an#r��l �nd �r�is Pa� �. I'ar� D shaEl co�tr��_ ��R; Water �nd S�nEta�-y ���+er Ir��prav�m��ts a� �onr�er F��., �allas A�+�.. Ludelle �t,. �trong Ave.., �ar� 1No� 4�;, �ex��, Q�E Proj��t i�a. 31 i8 Wat�� Proje�t �Jo, �1N�3-08Q�30175�70 ��we� Pro��ct �Jo. 1��58-070�8�175�G0 D-1 AWARD �� �C�h,��'F�A�T The �iiy r���n+�s tlle ri�i�i to abant�on witha�rt �blig�tion to the �or1#��C#or, �ny �art o� the pro���#. or kh� enR�r� proje��, at any l�rr3e b�for� the c�niraclo� begi�s arty �onstr��l�o� w��k authariz�rl 1�y th� �i�y. �4w�fd: �f ir�a��, shall be io th� low�st �es�onsibf� bi�l��r. T1�e folta+r�ing shalC �pply far contract dac�r�enls with muf#i�l� �,r�i#s of work, �ach uni# r�pres�nls � s�pa�ake �roject. each wrl� an indi�i�iu�l N1l1IV�� �p�ci�ication a�td pr���s�C s��tiar�. The �roposal seclkons afe �rranged k� �Ilo�+ pr�speck�ve biddc�ts ko subm�t bi�1s on one �+�it, sorr�e o� #h� units, or all af ��e ur�R#s, Aw2�rcf af c�ntr�c�{��, If rna�e, shalf �� to lY�e iowes# res�onsib�e bidder �ar each ir�dividual ur��#, If ��or7tr�ctar E� kh� low k��dd�r on !wa un�ts or mor�, a s�ngle sel ot cor�l�acl da�uiri�nt� cons��k�ng �of al] a��lGca�1� unwts w�ll �e cre��etl �nd o�� single award o# C�i1�fe�Ck Sh�II ��' Cf1�[i� Th� Contractor sha�l corr�pfy w�lh k�t� �i#�+'s N1MlB� �rdir�anc� �n e2�ch uni� Biticiers sh�lk submi# indGvid�ak and se�arat� mank�ly N1JV�.+�� r�ports for �ach lfn�t inc��+ded in #he �ontr��t, �onskruction i�m� qn �I! unils will ru1� �o�curr�ntly, For silu�kions in�+oav�n� ap�eoved �onlr��[s wit� rnul�iple E��iks, �h� tolal all�wa��le construc�sor� c�rnp�e#i�n #�rr�� �e�t�� ��r al! ;he �r�i#s sh�ll be t�� sam� �s k�v uni# w�t� t�r� longes# c�n�truction tirrx� �eriod, D�� �UBMI��I�N �� ��J��R1��� ���UMENT�, ��h��TRU�TI�I� ��`AR� TIM� �IND Pf�E-��hl�"f#�U�7lpN �I�BMIfT�I�� T�� c�ntracaorfsl sl�all execu�� ,�rrc� relur�r the con?:��k doc�rnents 1� !'�e I�epar�rnent �f �r�gin��rin� wik��in le� {1��� workir�g days a[!�r r��li��c�#ion by ih� �ity A Pr�-��ns�r��ction rn�eC�n� d�k� w�ll be establ�s��d �na not��i ir� ihe ���ter lo ��ntrac�or, The eff�ct�v� we�rk ord�r ds#e wil] b� s�t at k�+e �re-constru�ticn cor�i�re��� TFre ;:c�nt{ac#�s���� sl�a!I �e re��.,i�e+a calendar wafking days aft�r the esla�k�shed �n � �J���cc to Pr�ce�a �onir���or �leven days aiker l�e estahli�hed Rn � I�o:ir_� i� �ro�esd lo sta�1 �ons�r.,��ion ���ti lf�� �rci�c� no ��e-c�ns�ru�lion rr���k�n� . f he �14y �h��� b��ir� ti� p�e-c�nsl�ucxion m��tirrg daE�, unless charge �ini� o date, un��ss lal�r �han ��n { 1 �} a d�fferer�t dake is n ��e pr���ct to Ihe a d�ffer�r�t d�k� is Per �aky �rdir��i7ce �3�71. a� arn�ndet! i�y Drd�n�n�� �lo '1�78�, t�e �oritr�cCor�s) si���l suE�m�s I�� kett�rs of �n#ent or a�v�y �f I�� ��r�emen�s wilh c�rt����d MJW�3� aubcor�trac�t�r{s� �# or E����re tk�e �r�-cai7sir�c��a�r �onf�r�r�c� 7� �x���it� [�fW�E ��ili�liarsce� carr#ra���r� �re sltongly �ncoura�e�k �� ��:brlri� the execut�d I�t�.ers of ir�#er�t �with kV+IWB� s��acantra�tors) �R ��te a�r�e �f subrr�iikal �f sl�� UTILI�TI�N F01�Ni �r ��OD Ff�JTH �FFD#2� FO�NI, 7he J�#ter�sl rri��st be sigr��ci by bo11� pa���� I# #h� cor�!ractor�s} fai�s to �u�n�il the 1e�ler(s) �r �gr����r,!{s�, �h� cor��r�ckor�s} wkl� ��ai be �Ifovs+�d ro L�gi� wcfk Trrne or� l�re �r�+je�� wi�l sRark lo accum�lale al Il�e erd af th� t�n (1Q� d�ys �s ����ulale� ab�ve. rr�os�o� ��-� P�F�T D - ����1�1� ��NqIT��IV� Addixia�a� sub��ttals at tirl�e �f pre-�o�str�ctior� r�e�tin� sh�ll include (but no# �imiled lo}; �oi��r�ctars UVork Pi�� �nd �ched�l� Disp�s�,� Site for W�sk� Nla�eri�l Inform���on ��t����ntrac��r ��er�tifi����t�� Tre�c#� S�t��y ��si�� �if �equir�d� ���fined Spac� �n#ry f�rogram N�me and rru�nb�r �# a r�spar�si�le �erson faf �ff hour e�ner�enck�s Projeck �chedul� wl�Gch musl r�fle�k � pr���c# cam�letio�r da#e to �e deterrnine� b�+ ��r� completiar� Eim� p�r�t�d s�ipuEaE��I ir� khe pro�os�l ��ck�on, The pr�-constr�ctron can��rence is ir�te��ci�d �s a f�r�r� i�etw�e€� #[�� �or�#ractar an� It�e apprape�ate {;iky skaff �a go avea' �#te p����cl in dek�il ��rd to afford lhe ��ntfac#or �h� opporttan�#�r xp su�rr�il �ll ih� requG�ed �tocun�en#s listed abov� �f the c�ntra�#�r iails #a submil enp of #h� reqtaired documents, ll�� contr���or w�ll r�ol be �Il�wed Eo b�gin wark: i�owever c�r�k�acl �rr�� shall b��irt as s!�}�u�aEed in #h�s para�r��h, D-� ��NEI�AL 'rhe ord�r or pre���l�nce in c�se �f cor�fC����s or dEs��epancies k�etw2�r� vario�s p�s�s of lh� �orrtr��# Dac�xm�nts �u�je�� ta #I�� tul�ng of the Engirre�r shall genc�r�l��, i�ut not r�����s�rily� f�ll�w th�e guideldn�s Ji�k�d ��low: �. F�lans 2. �onira:i Docurrien�s 3, ��O�c��l �o�di#ions The foklotnr'tnc� Sp�ciai �ar�diti�ns sl�2�tl ba ap�f�cabE� to th�s �raj�cl and �hall gav�rn t�ver any co��licts with ���� ��r�eral �onlracl Da�t�nieni� u�d�r �he provi�i�ns st�ted ab�ve, T�re �on�ractar s��all be responskl�fe f�r d�f���s ir lhi� �roje�E ��r� #o faul�� rr�a�eri�ls and v��r�c�n�nsh�a�, or boll�, fnr � perfad of �n� {7 ) year frorn dale of final ac��pi�nce of Ct�is prpjec# by tF�� �ft� of r=ork 1+Vorth �nd will be req�ir�cf �� rep�aca at his �x��nse any �ar� or sll �f th�s pra��ck which h�com�s c�e£ectiv� du� So lJ��s� �auses_ �ub�e�l Eo mo�lificaii���s �s f�ereir� �onta�n�d, I�f� �ort Wartt� INa1er l��partmen�'s �en�raE �onlf�cC ���um�r�ks and ��n��al ���c�ftcations witl� C�#est r�v�sions, afa made a parE ot l�� ��r�e�af �on�rac! Dq�ur:�ents for �3�is pro���k Th� P�ar�s. �hese �pe�ial Contra�l Do�urn�nks arrd th� ruEes, fe�u�a�a�ns, req�siremen�s, instrucla�rts, dr�wtngs �r d�iaiNs f�ferred kc� �� rroanr�fac�ur�r� r��n�e, or �den�i�ica�r�r7 onclur�� �l�efein as s���cfying, ref�rri��g aF �mply�r�g produc� c�r�krol. perf�rrn�n�� q4i� lity or o#��r shall be �i�dar�g u�an #Fre conir�ctor. T�-i� ������!ca:i��� and �rawirtgs �i�all k�� consid�re�l cvoperative; th�r�fc�re. wark or i��at�r��� ca�l�d f�� t�y �n� �nd �,ol shown or m�n��ane� Gr� the olher �ha�l �e accom�lish�f,l �r fufnEsh�tJ ir� � faitfry�ur rrr�nn�r as� �l�ou�l� rec�u�r�cl l�y al! Any ��ntr��#�r �rfarmi�g any w�rk on ���# Wor11� wat�r or s�ni��ry s�w�r f��:i�ities m�s# he pr�• qu�tifi��i v�+itl3 ���� Wa�er DE1Jcl�tr11�i3t it� �erforr�� s�c#� v�r�ri� i� ac�ard�n�:� ��rith �ro��ti�res de�criE��d itx �he curren€ F�ri Wor�J� W��er Dep�rEn�enE �enera� �pe��frc�#i[�rrs, wt�ic�r generaJ sp�cific��ions sf��fl �ov�rer �er#orrY�anc� �! all ��c� w�r1� Th�s contra�t ar�d �raj��#, +n+�e« aPPlicabl�, ���y a��o b� gov�rne�d ray th�e tw� ��Il�w�ng p�,b��s�r�d s��cR��caCior�s, exc��k �� rr�o{JkfiecE by ll�e�� ���ci�! J�r�v+s�orrs ��n�,r.r �� � ` , P�I�T D -- �PE�iAL ���1DITl��1� �, s�r�,►�a�,�� s�����i��T���vs �c�� ��r����r �,n�� s����n ���i�v �orvs������aor� - �17Y �F F�RT 1+V�F�TH �, �7,�NDAF2D �PE�IFI�ATIOh3S F�F� PUBLIC 1+V�F2#{� �O��TRU�TlD�I - I�ORTI� ���kTRA� TEX�4� �1�y confl�c� betw�er� t1�es� co1�ir�ct �oc�r�t�r��s a�d lhe above � publicaiions s€�all b� �e�oE�+�d �n fav�f oi thes� con#r��t �ocuments. A c�py �f ��kh�r of #h�se specifica�ions rnay b� �urchased �# kh� of#ice �� the 7r�nsporka#F�r� ae��l Public INorks D�re�kor. ���i� Throc�Cmortan �kr�el, 2nd Floor, N1�ni�i��1 C3u'rl�ir:�, �or1 Worl�, Tex�s 761��_ The spe:.iiic�ki�e�s appl�cabl� to �a�l� �r�p iiem ��e ir�d�c�#ed by tk�� c�ll-oul ��r lk�e p�y it�m b� the c�e�i�n�r, �f no# shovun, �hen appltc�bl� publ�sh��f specFfi�ations ir� eit�er of thes� �tocum�r7t� rr��y h� fallowe� at the discretion of �#�e G�n#r�c��r, �eri�r�l �r�vis�or�s sh�ll he th�s� o� tY�� Fort 1+Vorlh �ocurnent f�t�er t�ran D���sion � of th� EVorkh C�ntral Tex�� t��curn�r�t. �3tdders si��ll no! se�ara#e, ��tac� or remn+�e arry p�t-Eion, sec�m�r�t or s��et� f�ro�n the contract docukn�nt a# �ny �rnie. �ailure to bicl �r� f�iCly �x�cute contract wi�l���t ret�inR�g �on#r��� dac�ments intact �nay l�e �rount€� f�r ti��igh�t�ng bi�s �� "non-resp�r�sive" anc� r�j�c�€n� b�ds a� �+pidi�� contract as a�pr�priate as �let�rmirped by t�e �i#y �r��ine��, f�T�F?Pk��'�ATIDN Ah��1 PF��PARA7GbfV �F �R�PO�AL; i�. D�L111ERY �F PF��Pf���,L, h!� propos�l w,lf �� car�sider�d ur�l�ss �k rs d�liv2r�d, a��ortt�ani�d k�y i#s �rap�r $i�i �e��eity, #a li�e Purchasing Manager or I�is r�qre�en#�#ive �I CI�� �fficial Eoca��a�� ��td 5#�ted ��me �et f�rth r� the "'�iotGc� ta Bidd�rs". Ct �s th� ��d#er's s�l� res�onsibilify �o dellv�r �f7e pr�p�s�1 �# iJ�e �rop�� ti��e i� tJ�� p�oper pi�c� The mer� f�c� tha# a prop�s�l was disp�#cheti wil� n�# be cor�sr�ered TI�� Bid�E�rs r7iu�! �r�ve the p���o�al acC�a�ly �iel�ver�d, E�ch �r��os2�l �haN be I� a se�fed envsiope pla�r71}+ mari���i wi#h the w�ed ��P��f�O�A�"', 211i� ��B i'i8[T1� {�� d�scrr�altan of la�e �ro��cf as d�s�gnate� in the "�1a#��e ko Bi�ders" Tl�c �nv����� s���11 b� address�d t� k#�e Purch�s�n� Mena��r �i�y �f ��rl INorth P�urc�asing Div�sion. F�� �ox 17��7. �'ori V1Jor��r. Tex�s i�102. B. V�l1�HDR�tilViN� PR�PO�AL�. Prop��als �ck�ali�+ t���d w�E� the Pur�t�asr�g NSanag�r c�r�r�t�x 1�� wrlhd�av�n prio� ta 117� �;ra7e s�# far oper�{ng pr�p4�aE� �. rea�r�s� f�r non-consi�i�r�t��r� of � pr�;�os�f r�rus: be �7�ad� �ri wriR�i�g_ addr��s�tl I� Ih� City Nlana��r, artd fiie� �i#�r h�rn �rior �o !he ��r�te set for th� opcn��5y of pr�pos�l� A`t�r al! propo�als not �ec�ue�xecf for r��r�- �or�s�de�ati�rs ar� oper�ecr and p�blicly r�aci ���ud 1f7� prqp�5al� f�r which r.�n-c�ns�d�raf�ar7 r�qu�s�� have h�en prap�rly �ile�i �ay, at lhe o�tron �� ki�2 �wr��r, k�e �e#�rned unop���d �, iEL���Al�Fil� �t7�IFI��A�1��1 {�F PR����A�� Ar�y brd�ier may moci�fy h:s �ra�osal by l�E��r.�pt��� ��mr�i�inGcation at an� tirr�e �r�or to tl�e �im� s�E f�r openin� pr��a�aG� provide� such ��j��r��h�� cor'�r3'iunac�kr�n is received "ay lhe F'urch�s€n� ��,r}�oe� �r�or lc rhe sa�d pr��osal o�en�n� �Ir���, ar7d �rovid�d f��rther CF�aC tF�e �1ty Mana��r �s s�fi�fied that a wril���r and �l�ly ��tri�n�ica#ec! car�f�rm�t�or� of such C�:egraphi� comrr7�,rn�a#i�n over the si�nat�re �f ih� bi�Jder was r€�2�ilac� priar t� �Ys� p�a��sal apen���g t�rr�e. If su��� C�+�firm�i�ar. �s ��ot r�c��v�d vu�ihin fai�ly-���hl (48} �r���rs ��t�r #he ��ap�sal o�e;�irxg k�n7e. no f�iriher ��i�si�era#i�i� v�+�l� I�e giv�n i� Ct�� �r���S�E D-� �MI�' �a�a�r�� S�-� P�F�T D � �I���IAL ��I��I�TI��� f�-� PR�J��T D��I�N�1�'IDN �ons#r��c#ion u�r�er these �pe�+al 1����r�ents s�rail b� �e�forme� under f��� Pra��c� Desrgnalion' Praj��t fVo, ����-070464����� q�fi EC�l31lL �l�IP�.�Y�IIE�17' PF�OVI�ION� ��ntr��tor shaf� cai�;�l� w��h ��ky Ordin�nc� N�rnber 727� �s �men�i�d by �tt� �rd�r��rrce h�umber 7��0 ��ork Wor!�� ��ty �otl� ��cli�ns 13-A.-�1 t�rra�agh 1�-A-�9� proh�l�rting discriminal�or� kn �mplaym�nE pra�tices rhe �ontfiaclar s�7a�l post lh� r�q�ired natice ia lhak �f�ec# �n kh� projec� sik� an�t a# �is �eq�test, will b� provRd�d assistar��� I�y ��� ��ly of Fort UVortk�`s Equal �mpl�yment Offic�r �rho �+ill r�f�r 2�ny q��li#ied a��lic�n! h� m�y +��ve ort fi�e in h�s affic� ko Eh� ��n#�actor Flppfap�iat� no#�ces m�y b� ac�u�reci ���rn !he �y�,�f �mp€oy�ient b�fic�r 17�7 �RE-�ONSTRU�TI�N C��J��I��h10E B�fore !�e pro��c! work order is i�su�d, a pr�-carr�truc#io�r cor�fer�nc� s��il be held with re�rese�rtatrv�s of k�� following a�en��es pr�s�n�: �i#y ���ine�r�ng Depa�tr��eni, Cily UVater D�p�rt�eni. �ify Pu�IRc 1J�ar�Cs q���rlmenl, other r�il�r��led ��#y D�pa�Emer�t� {su�h as �`r�ffic}, �r�#e�r�sted u�il�ty coFnpanies {suc� �s �as, t�Eeph�ne, ar�d �I�cEr��}, Desigrr �r�g�n��r �nd the suc��ssiul ��nteactor, �antr��x�r sk��kl s�k�rr�iE � scE�e��l� o� o}�r�l�or�s �t #he �r�-��r�slruck��n canf�r�nc�, DY8 ��D�DI[V}�TIDtV M��Ti�i�� Far �oordinatior� ���p[�s�s, v�+eekly m��lings a# ihe j�b s�te may b� r�q�iret� #o m�ir�ta�n the projecl on t#�e d�sir��l s�hed�rle, �`he �oRtra�tar sf7aal b� preser�t at all m�etin�s_ D49 p1�111" Q-�I� �REAF(1��1NN QF �rQ PR�P��Al. 1+1ll�en r�q;��sle�E I�y lhe Eny�rreer. ;h� ��ntraclor sha�l f�r�tiish � cosk break�ou�rr7 �f I+'ti�s� I��d it�rns �h�wn ir� ihe Proposal as lurr�p s�,m it�ms This informatio� i� f�r us� in the pre�aralion �f a r��ommendation �o the �ik�y far awar�i of c�r�Cr�c� a�11 PR{DJ��T �LEAhd UP Th� ��r�rErac�ar sl7all b� �t^rar� l�ai kee�irr� ih� pr��e�# sik� in a�e�t an�i orcEer�}+ cond�tion is �ons��ered an in�e�faf �ar� �f kh� contracted work a�td as sucl� �F�aCI �e cons}d�r�d subsad�aey Eo fh� �p�ropri�R� b1� items �f��i7 �,p wflr�c �hall be aone as ri�recRe� by ��� Errgineer as tf�� work �rrr�gress�s �r as ne�ded. If Gn kh� �pini�rr af 1he Engin��r �# Fs r7�t��sat� clean u� sh�ll b� dor�� on a d�iEy b�sis, ��e�n up work sh�ll ir�cCu�J�. i�us not �� Irrrr�t�d ko� '�_ ��v�ep�n� 11�e sireet cl�an af d�rt or d�bris �. St�r�n� �x�ess materral ir� a�pro�arEa�� �r�d �r�arsiz�d rnar+n�r �, ��epirsg l���i� of any kind a�f �f r�s�d�nE's �rop��ty Eacf7 da�r �� w�rk progres�es. �ar�tractof s}�all sR�r� makerials �ncf cl�an up �1�� wark �ile so as ka rn�r�irl��z� �r�terrup�ion of khe us� and �rr��ymerrl �rf private pro���ty A��fil�t�naaly, as wofk is ���pl�tc��i o�ti �ny p�rti�ul�r priv2�le �ra�efty, ��r� �onlr�c#or shall restore t��# pr�perty Ro th� �ar�s�t � S��6 P�F�T D � �PE�I�L ��NDITI��V� con�Eikior� ik �,vas in prior io E�re wo�k. �� w�ll �s irrai�e tF�e r�ecessary repair or r�placern��nt of ��y da�na�e. M� the �nglneer doe� r�a# f��l ki�at the jabslte has b���r k��# �n an �rd�rl�r conditiori, on �he n�x� �s#irrka#e payrnent ��nd aCl subs����nt pay�n�nxs ui�til c�mp�e��d� #he �p{�ro�rFake E�id tter�(�} will b� reduc�d by 25°l0. 1��12 �C�HTR�#�T�R �O�VI�L.��q�l�f Vh�S�'H 1NORkC��'� �OMP�I��AT�D�V I.AUV A. D�fir�il�ons' ���rtiC�cak��n o€ �overa�e {��c�rkificate"}, 1� �opy �f a c�rlkfic��� of ir�s�f�r���, a c�rtifica#e of �uthoeity t� se�f-ir�sure �ss��d by the corrrm�ssion, or a cov�r�g� �gre���ner�t �1'1N��-8�, �'W�����_ 7V1f��-8�, �{ T1+V��-��}_ showii�� saat�tary work�rs' corr�p�r�sai�on �nsu��n�� coverage xar �h� �er�an's ar �r�ti�y's ��r��l�yees p�ovidir�g se�vic�s on a project, f�r the �E�rati�r� �f k�� pr���cl, �. D�fation of 1�7� pro���i - in�i�d�� #h� tim� firom �h� b�g�r�r�ing �f ihe worl� �n �he pTo�ect ��nt��l zl�e �ontr��4or'sl��rs��'s w�rk on l��e pfo��ck k�as �ee� cornplet�d an� accepke� by �h� t�ovarr�n�er�kal er�#�!y �_ I�ersor�s ��ravidia�t� s�rvic�s on #h� pr��e�! {��s��bcor�#r�ckor" in ��0�.0���- in���d�� �II �ersons or ent�ties per€orn�irRg all �r park of E�� servic�s R��� co�tra�lar has unc��r��ke� lo pe�fofm on i�e �rojec�, f�gaTdless of whether tFta# per�on c�ntrac��d d�re��ly +rvi�h th� cnrrtractae and regaedless a� whekh��r khaG person has �rnpioyees T1�is incl��i�s, wikhoul IfmFtation, independe�rt car�tra�tors, sul���n�r�w�ors, leas�ng con��anias, mo�ar carrrers, �wne� opefat�rs_ er�ti�loye�s of ar+y such ��tity. or en�pa�ye�s a# any ee�ki#�r wfxi�� f�itnfshes �ersorrs ta provi�ie s�rvic�s an k�e pr��ecE, "�ervices" �nclud�, wiihau� I�m�Ea�Ror�, pr�v�din�, ha�lir�g, �e deliver�ng eq�uiprnen# of ma#��iaas, or peo�+�die�g I�bor Ifiar�sport�#ian, or �#l�er services re�a#ecr ta a pro���t "ServG�es" do�s not �nclude actrvities �xnr�lat�d �o Ih� �ra��c+, s�c� as food���v�ra�� v�n��r5, office s��p�y dea�v�ries, an� de9iv�r�+ oi parable koitels. �_ Ti�� �ontrac#�r s�all p�ovi�ic coveraae. besed an prn�rer r���eling of ���ss3fR�af�or� �ocf�s ard {��yroll ar�7�unts and filing �i ar�y ca+rera�e a�re�nients, wh�cY� �neels I�re skafulor}+ ��c��,a�r�ri'renk� af �ex�s I�abc.� �.���, Sect�on d��.�1rtt��k} �r,��l errwploy��� �f k�se �ontrackor p�avidinc� �ervic�s on fhe pr��ec#. tor rhe duration of kh� prc����E, � Tl}e �����Yar,#�r r�lusk �ra�Gde a t�rtrfi��te oF c�ver�ge t� ihe ��v�rr�rr7�r7ial �r�l�ty pr3�r k� b�ing �w�r�ict� �k�� car�lr��l D!f ih� c�v�r�g� p�r��� s��wn on ki�� c�ntra�#or's curren� certif�cste cf coverage ends dutin� ih� �i�ration of #h� proaeck_ �Yf� �ontr��kor m�rsk. �rior �o ��e �nd �i �I�e �overage �eriod, til� a r��w ����tifi��i� of �ov�r��e w�kh t�e governm�r�k�l er��ik}+ ���wi�rg lh�k c�verage has �e�r� exlend�d. �. �t1e �or�kractor shall obl�i�s f�aa�1 e�Ch peeSo� pr�viping �ervi�es a:� a prQj�ct an� pr�vrd� I��� gov�rnrner�la! �nk��y; 1. f� certi�i��t� of cove��+�e. �r�or to #h�# p�rson be�in�ir�g work on the pro��c�, s� the go�+�rr�m�n�al �rrC�l� will [��ve qn #ile cet�kific�Ces of �o�+�r��� �i��wir�� �ov�fage for all �srsons providing ���vr�es or� EF��* {�r�j��l� �nd rc�ro�r�r S�-7 PAF�� D � ����I�L� ��NC�ITI�N� �. �� ��ter tf�an s�v�r� d�ys �ft�r re�eipk by the �orr�r��kvr, � n�w cerfifi��Ee of c�v�rag� showin� extensi�on �f caver�ge, rf lh� co�e�age period sF�own �n the curren! certi��c�te o� c�v�3��ge end� d�ri�rg kk�� durati�r� ofi #h� pro��cl, F_ Tfn� c�r�tr�ck�r s�all r�tair� atl r�q�ired c�rtili��ies of �over��e �or ��� c��ra�Man o� kh� pr�je�l and for an� ye�r lher�a�t�r, �_ �`#�� cor�tract�r shall no�ify !h� g�u�rr�ment�� entity �n wratF�r� by c.�:�trfre� maii or ��r�orr�l d�livery. wathin ter� (i0� �ays �ft�r #he ��n#racx�r kr�ew o� should �a�+� �€nawn„ of �n�r �hange #h�t E-rr�t�r�aCly aff�c�s kh� prov�sit�n of cover�ge of any perso� �f�V1�1�C� s�rvi�es on the �raj�ci, H The c�nt��c�or �hail post o� ��ch �roje�t s+ke a�ratice, �n �he text. F�rm �nd Tnane�er pr�scfi�e� b� t�re Texas 1+Vorkae's �orrrp�nsation �orr;r�issian, inf�rm��g �II p�rsor�s {�roviding servi�es �r� khe pro��cK �ha� ihey ar� r�qu�recl #n �� �ove�ed, and stating I�ow a perso� r�ay veTlfy co�r�rage artd rep�rt lacic of cov�rag�. I 7�e c�nlractar shal] c��#ra��u�lly r�qui�� �a�h pers�� witk� wham ii c�r�tr�c#s to p�ovide serv���s on a project, to. 1. Prnvid� c�v�r��e, t���ed on pro{�er r�pork��g �r� �E2�ssMfiic�ti�n ���es �r��l pa}+r�li �rn��nks and itli�3g af �r�y ct�v�rage a�reern�r��s. which rtxee#s #h� s#a#utary re�uirwmer7�s of 7�x�s La�ror �o�e� �ec#ion 4Qi,01 �{44} �or all �� i�s employ��s �rovarl�ng s�rv�c�s �� the pro�e�t, �or th� ��,ra#�ort �f kh� �roje�t; �. l�rovide ta th� �ontractor, prior !o ti�a# p�rs�r� b�+��nnir�g wor�c on �he proje�t. a cerlif�cate �i ct�verage sF��wrng li�a# ca�+e�a�� is b���7g prov�d�d f�r 2�f1 �m�foyees �f tY�e p��s4n �rovi[�ing services on th� pr�jecl, for th� dur��ion �f li�� proj�ct, 3. P��vid� the �on#ractor, �riar t� the e�r� af th� cav�rage period, � r��v� c�rtif�ca#� of covc��ge ��rowing ��kensi�n at c�ver$g�, if Ch� c�v�raa� ��t,�d sl�own or7 �he c��rr�r�i c�riifi�:�te �f �ov�r��� e�tds �}�r�n� ��re �l�ration of tf�e pro}�cC, �, �bt�rr� fro�rl �ach olher pers�r� w�#h whom i� �vntracks. anci provide to t�e �onkrackor: a, j A cerlificate �f coverage. �ri❑r to !h� a�l�et pers�rr� b���nrrir�g wqrk �n kh� pro�2cE, �rrti b.� A r��w �ertifi�ate of caverage �h�w�ng ex[�nsior� of c�v�rag�, pr��c �o #h�� enc! of #he cav���ge p�r��ci, if t«� c��+�r��� pe��a� ����n on ��� curreni c�rt�ficate of coverag� e��s durir�g lh� durakEan �f #he pr���ci �, Retair� �II re�u�red certifi�at�s �f cov�rage �rr fife [or �t�� cit���#ion vf #h� pro�ec# and #ar an� year ther�a#ter, 6, �lbtiiy kfze gov2��tn��r���l enl�ty i� ��rtting �y uertified it��il af �ersonal d�lrv�ry, v�itt�in k�n (10� d�ys �f��� �Y�e �er�orr i��ew or sho4ald ha�e known, c�f �ny c�ang� #I��E rr�a#�ri��ly �ff�cts tY�� �rovis�an of cove��ge af any persor� pr�viding sen+ices ar� the p�a��cz; and 7��rr#r�ctu�l�y tet}uif� e�ch person with �r�rh�rn il con�racEs, ta p�rforrn �s r�quircd by p����raplti� �1 }-(7}� wtt� Ihe ��rk�f�C�#e� of r,overage to be �rovid�d !a �h� pe�son far w��rn lh�}+ �re �r�vidlr�g serv��es. rnv��lo r ��-8 F'A�f�T D - �PE�IA�. ��#�l�1T1��1� � 8. 6y signang ihis co�rtract �ar prov�ding �r c2�u�ing to be �arovic�ed � c�rti#i�ate of ��v�r�ge, �h� cor��r�r.#or Gs repr�s�nt�ng fo the g�v�rnmen��l entil}r i[�a! ��I �rnpf�yees oi th� r,or�tractor wha v�ikl �rovide service� an th� �r���ct v�iMl �e ���+��e� b� warke�'� �on'iper�s�tion ��ver�g� f�r #h� dura�l�n �f ti�� project, k�r�t th� Cov�r�ge wilC !�� b�s�d �r� p��pe� r�porting af clas�ificat�on c�des and p��rroll amount�, and t�at �11 cov�r�ge �+�r�er��r�t� will be f�le�i with t#�� ap�ro�{iate �nsuesnc� �arr�ef �f, in l�� ��s� of a��If- ins�r�d. wilh the comrr�issa��'s Divisi�n o� ��If-3�rsur�nc� Re��l�tior�, ���vi[fir�g �alse or ff"i1S���C�lf1� rnformation may subj��� �h� �on#ra�lor t� adminis�ra�ive, �r�m�nal, �ivil per�alti�� or otl�er c�vil acl��ns. 9. The caR�#r�c�or's f�rl��re �o c:omply wiih any of xl�ese pr���s��r�s rs a bre��h of contract �y #Fr� c�r�#r�clor wF7�ch entikles kh� gov�rr7rrs�r7#al �nta#� �o d��lar� lh� c�n#racl v��d i� �he c�nt�act�r daes not rerrr�d� the br�a�� withkr� ten d�ys aiter r�c��p# of r�otic� of bre�ach fr�in #C�e gov�r�rmer��al er�k�t�, J, �t�e canEractor shall �;ost a r�oE�c� �r� each project siE� i�rforrning ail peesorrs pr�vid�nc� se�+ices on the p�o�e�t t�ak they sre require� t� be co�+e�e�i, arrd statin� how a�erson may verify �ufr��l �overage �r�d re�ort fa�lure ko pr�vade cov�rag�, Thi� rto#ir.e daes not �al�s�y other p��#ing �e�u;r�m�nts impos�d by the ��xas V1+��ker'� �orr�p�ns�R��n Ack or �li��r �'ex�s W�r��r's �s�m�ensa�ion �ammissi�an rules, �`�tis not�c� m+�s# be �r�n�e� wiih � �ik�� in a# I�ast �� potr�k bol� ty�e �nd t�x# �n at l�ast 19 p�in# r��rrrra� #y��, an�r �ha�l �� �r� �o#h �ng�is� and ��an�sh ar�d any other 1��7+�uage cc�rnm�n to lhe work�r popuf��io�. Ti�e texl Por �13e no#ic�s sh�all h� th� f�llowor�� text, wi;hout �r�y �t1diER�nal waeds �F �k��r�g�s: ��REQUIR�D 1+VQRFC�#�'� ��M�'Ei�l�ATID�V �O�l�i��0.�E Ta�� Ca+r� requEfes t�a� e�c#� p�rs�r� worki�g �r� th�s si#e or pr�vidir�g servi�es reta��d ta t�is con�tru��iqn pr����k m►�s# be �ov�i�d �y work���' �or�p�r�saE�o�r ir�suran�e. �I�is i�c3ud�s p�rsons provid��g, haulin�, ar d�€�verir�g equ��r��er�t ar rrxat�r�aRs, or provid�ng �a��r ar teans�o�kation or oih�r servic� f�late� t� �a�e p�a�ec�, rega�dk�ss o� ihe i��ntity of khe�r ��r��alayer �r s�at�s as a�r �rr7�layee,�� �all ih� 7exas 1Ns�rker's �omp�nsa#ian ��rnmassi�r� at i�1�}4�0-378� t� rece�v� ie�forn7aE�on on �he I�ga� re�us��rr�e�k for co�eeag�. ka �ensy ��hekher your em��oyer I��s grov�ded ihe requ�r�d cov�ra�e, �� ko r��ort a� er�7p��yer's ��il�rre �� r�r�vi�e covera�e�� D-13 �IIN�RfTY Af4D IA"'�ME�i� SU�IN��S �h�T�RPI�l�E �MIWB�} �pMR�.E�N�E In accorclarrce wrth �ily �f ��rl 1!�}�rih �rdi�7�s�c� No. 119��, �s �rr,endad by ��1y �! Forl �!�lor{h �fd�nan�� i�o, 134i 1 l�►e �iky of ��ri ��.ror�h has gaals far �J�e par�t��p�kion �f �n�rrc�riky bus�nes� �nte���r�ses ��sd worner, bu��n��s �nt�rpr�ses �r7 ���y �an�facls T�re t��rdinar��.� �s ,r��or�,or�ked �n tfi���� spe�il���krons �y r�[erenc� � c��y n# th� �2dinance ma}+ be ob4a�n�d (�orr� kl�e �fii�e of lh� �i�y ����e#�fy. ��i�ur� to �o�ply with lh� ar�in�nce shall t�� a inafer�al breac[� af c�nt���x. 1'h� �11UV�� U�"ILIT�1TI�hl FORM, N1f'�+6E �0�1L� V1+Al1�ER F�R�1 A�1Q �0�� F�ITFi �FF�RT �C�F�fVI, �� a�p3ica�le, rr�us� �e submstte� wit�in five ��� city bus�ness day� ��#�e bici o�enir�g, ���lure lo can�pl�r sf�all r�r���r th� ��d non-res�ansiv� Up�n r�q��st, �c�rr�r��tor �gr��s Ca provide Che �i�y cc�rnptete an� �ccura�e inforr�alio� re��rciing ��#u�l w�rk per��rm��J �y a i�11r�r��iky or 1Norri�n B�siness �r+ter�nse (h+lfV�+B�j o�r thc c�nif��t 2�nd p�y�ti7e�tit lhereor. �on#ra��o� [urk��r ��rees [v ��rm,l as� au��l a�d��� exami�a4ion of ar'iy �roak�. r��orr�� �r fiJ�� rn ots pos�ess�c�n th�i v�i�l suf�st�niial� al�e ���4a�! wo�i� p�rf�rm��i 4�y a�7 Nl�� an���r 1lUBF. �he misr��r�sentation c�f ��ct� �r��f7cr tf7�n � fiegl��ent mRseepres��+#arior�� an�lo� r��or ���� - — ���� � - ����i�� ��rv�i���r�� tfr� comrt7issEon �f frau� by the ���rkractor w��l be grour�ds for kerrriin2�R��n of t�e con#racl an[kJo� Ir�i#��tin� �c#ior� �nd�� ��p�opriate fed�ra�, �#at�, af I���I ��ws or c�rdin�rn�es relating t� f�Cse s�at�rr�ent Furth�r, any ��ch misfe�pr�s��taki�rr (�IY��f #h�n � r�e�ligen[ mi�r�pTes�nCa#ion} anc�Jor c�r�missiori c�f fr��+� wi11 re��i�t in #�re �ae�tr�ctor b���� de#erm3ned ta be ir�espon��bk� �n� ba�r�d from p�r#ick}��lirt� ir� �i�� woei[ For a p�rio�l of tirrw� of r�ot J�ss IFt�n ��rree y�ars. l`h� �i�y v�+i�l cons�der th� cont�acior's perf�rm�nce r���rdir�� �t� �!1{INB� pro�ra�n in t�re �v��u2�ta�n af i�id�. �aE�ure to comply with the �it}�'s C�hJV1+�E �rdin�rtc�, or ko demonstra�e "good f�i#h �f#�r#", s€�all resull in a bid being re�rc��r�r� �7on-responsive �o spe�i�rcation.�_ �ontr�ckar shall ptavide �ap�es of subc�ntracks or co-��gneci let�ers af inte�r� with appro�ed A+1JWB� suk�con�ractars prior to sss�ance af �h� I��t��� to Proc���! �an��ac#or sh�ll alsa �rov��e mont�Ey r�porls �rt ukiliz��io� af t�e subconlractaFs io the �ii�"s hAlW�� ofE���_ TF�� �ontrac:#or ir7ay co�nt firsa �nd s�c�nd �I�r sui�conxrac�ors an�Iar s�ppliers towartl rne�#in� th� ga�ls. T�� �ontraclor rrMay coun[ t�w�rd i�s go�l a porkion �f the taEal dolfar a�nount of tl�te c�ntracl w���r a jo�n� v�n���� �q�al #� lfl� p�rcen�a�e c�f t�� [1�M1�E �articipak��r� �n ihe �o�r�# v�r�ture f�r a c�aafly d�flr��c� �oriion o� !he work i� be {�e�[orrr��c�, �,IE NfIW�E c�r��rac#ors used in me�ting the g��ls mu�t �e cerkifie�l prGor ta th� aw�rd of ll�� �ontrac�. 7J�e NiI�N�� ��n#ractar(s} mus# be ���kifi�� �y �ik��� shc :'�iart� ���trai Texas R�g��na� �ertifical�on A��n�y f�l�����) o� Texas Departm�i�t o� T'rans�rorta#i�n (1'xqDTj, Fli�hw�y Div�s�o� ar�d rnust be lo�at�d �n I�� r�in� (�J) cou�ty mark�i�la�e �t t�r�� of l��d 7h� ��r�tr��t�r s�rafl carrtact all s�,c� MN��� subc��r#rac#��s or su�p�iers �ri�r io listing #hvrr� oa� �h� N111+V�� 4�ti€azation or gc�od faiXl� �tfork #���ns a� a�x�licahle. �arJure !o co�rEact Ei�� Ilst�d fv41WB� su�cor�tracior or �u�plier prior to ��d o��r�ing rnay resulk in the reaecti�n af bi� as nor�-r�spar�siv�. Vk+h�r����r ��r��n�e or��r �Ff�c�s the w�ric �� arr sha�l b� �a+��n an �ppafkur�it�+ to per�orm th� v�oe� arigrnal ��rq#rack, the �lJl+.+i�f�� co�rdir����r �F��li df �e�form�d un�t�r �he cl�ar�g� ord�r. ��ring !he teern c�� ih� c�ntract Rhe cantra�l s�all' i�+11�N€3� subconkract�r or s�p�rl��r, #h� Ar�NVSE �1V�enever a chang� orr�er exce��s I�dl0 0# the �,ern�in� th� goa€s appl�cat�le ia th� w�rrE� to I� 1. Mak� r�v ur��us�if�ed �.r�a���s or del��i��s ra� �k�s A�IMI�� �art�c:rpa��c�� cnm�}i����nts s�,br7�itl�d wi�h or s��s��uen! lo !h� bid, and �. If s�t�atan�ial subcor7R�actin� and{c�r s�ri�s#arx#ral s��pai�r opportun,ties ar,s� �ur�n� !he �er�n of tl��� C�f1tf�C� 1^�f1�G31 ill� C�f11f�C#QI- !1�❑ �E�3CL�S�I��ECI h� 4VOUfd �]�r�f�rr�i WiE:� hIS fOfC�S, ll�� �on�����or shall nokii� lhe �ity b�f�ee su�contracks or purch�se t�rd�*r� are lel. a�rd shall b� r�c}4�ifed Io �orr�piy w�#h r�adific�t�ofls to gcals as �eterrni►��d by �#�� �a#y. �rtd , �_ Strt�rnil a��QU��'f FC�F� AC'P1��11A1� �F �H�h#�� FORf�rt, if the contracEor rfesire� t� cl�ar�g� or c��Cef� ��r�+ �f tf7e �+SI�E�� subc�r�����t�rs c�r �4ip�lrers J�rs":3f�calion for �h�r��e r�7ay bc �rant�d f�r tf�� f�ll�winc�. � � �ariure a� �ulac�r�#ra�#�r �� p�ovicEe �vi�fenc� of caverag� hy 1Narker's �o��np�r�s�#ion Ir�sur�nc�. Fail�r� af �r��corr#rac�or t.a pr�vid� reqr��r��l ger��f�J lia�ikiky of other �nsurar�ce. c. �aMlufe ot ��bcontracEor �o �xecule a slar�dard subcon�rack forrrr �n the amaur�t of �he prapasaJ ��erJ lay lhe ��r�lr��ta� ir� pr��anng h�s N1�WElE Parti�f���ir�n pl�n. �ar�s���r ---�-- - SC- � � P�I�T � - �PE��A�. ���1�MTIC��V� d. �ef�uik �y 1��� l�J�lVB� s�rbc�n#r�c�or ar ��p�l��r in �h� p�rforrnar�ce �f lh� sub��onk���lor, INii��rt t�n {10} da]�s �fter firr�l payrr�ertt fearr� the �ity, the �ar�tra�t�� s�all prov�de #he IuS�VI+I�� OffEce wikh d�c�men�a�inn to r�fle�l �ir��l �arkEcipal��r� of each subc��r#r2�c�or ar�d su{�plier ��ed on tne pro�ect, incl�sive of iN�1�V�Es, D-4� CA�,�NDAFt �AY D�I��� pa�a�faph ��-1 ��, i�� Park �-�ao�eral �o�c�i#ions. in its en�ir�iy ar�� sub�til�,t� the f��lowing r��w para+�r�pl�, C1-1.2� ����r7dar Dav; +� �a�endar d�y 1s �ny day o� #�e wecl� or rn�r�th, All ca�endar �4ays ar� coue�t��i �n c��77p�#irr� contra�t lirr+� �nd f�f deterr�sir��ng IGquidak�t� dar�7a�es. �f any, hawever. #h� ��n#ra�[or wiRl r��C 'a� al�r�w�d lo work pr7 ��r7c�ays or any hp�i��ys a�see�+�d 1�}� #he �ily o� Foei V1+�rt�. D�9� �UB�IDIAftY WOR!{ �lny �nd al� w�rx sps�ifically �overne� by �ac�rr�ent��r requir��nen#s for kF�� pr��e�t, such as ear�di#io�s irr��ased b� ��re Pl��s, !h� �eneral �vn4ract Dacum�e��s or these �p�cral �ontracl Dac�rr�r�nls, in whic� no s�ecifi� itern for k�id �r�� be�n �ravi��cl f�r �rr tf,e �roposa�, sh�l� �e c�nsid���� �� a su�si�iary It�m a� w�rk, l�e cosi o� v�hf�h sha�l b� i�c�ud��f i� the �ri�e �id �n t�� F'r�p�s�� for �a�� hici it�m, ir�cl�din� bt�l r�a! limited to s��rf�c� resfaras��r�, rernr�v�l �nd ��;�����er�7en� of fer�cir�g, �nd c1��nup �-� 6 WAG� RA�£S 7'he i�b�r ���ssifi������s and m�r�im�m w�g� r�tes set farth h��eir� have b�en �redetern3ifled �y �he �i�y ���ncil c�f ki�e �E#y of �cri 1�ar#�r, 'Cexas. in acc��dance wik� stai��;�ry requirements, a� b�Rr�g ihe �r�v��l���� c�assif��al�ons ar�d rat�� ���at s�r�l! gover� ��r alf w�rk p�r#�rme�t by th� �onk��c#�r or any ��bcontrackor ar� �I�� site o� tx�� pr�ject cov�r�d by these �ontr��k i��c�,me�rks �n r�o �ven� shaal 1�s� t#�an the #afl�v�rirrg rates �f wa��� h� raa,d {Attache.d� �ITY �F F�RT V�l�k�TH FiI�I�WAY ��N�7RUC71DN PF�E11�l�Llhl� V��1�� R�T� FOR �0�0 ��AS�IF��ATIO1� A�ir ��r�d�tirsi�i�r� Nlecl�antc Ar� ��nditiorring Nlec�ra�i� k�lelper Acaustic �ei�ir�c� Ins�alier f��ouslic �eiling Instalter Mel�er �sbestos Workef Brickjayer��tane Nlaaarr B��cktayer��tar�e h�l�son h-fe�p�r C�rp�nk�r ��rp�nter i�elper �oncreke �in€sh�r ��ncr�[e Fsn:sh8f M�E�er C'�ncreEe Forrr. �uild�r f��1TE �3 � 98 �i�,75 �1�.0� $��.88 � 10 �� $17 �1 �1�.t6 �� 3.�2 �1�.�8 ��2 fi8 � 9 73 S1 � �7 �L���iFI�ATI��I L�k�ar�� �kill�� Lat�er L�ther I�iel��r M�i�i B�aifdir�g �ssembler A11e��� Buildir�g �Iss�mbEer Hel��� Painter �air�ker k�eiper P�p�fitt�r PFpefift�� He�pe� Pla�ierer Pl����rer Helper �I�rrnber I�AI'E � � {7 3 � �7�3 40 ��1 �0 $i0.0� � 8 T� $'i 2, �3 � $ 35 � 17. 60 �1Q �8 51fi.�p ��'k.�0 ��� � i f o.��� � � �-11 P�IF�T � � �I�E�i�L ��IVDIT��IV� �on��ete �orrr� ��ild�� F-�eE��r Qrywall ��p�r Drywall Tap�r F-C�kp�r �f�ctrician J�urn��man Electrician H��per Electr�ni� �ec�r��c��n Electronic '�`e�t�nic�a� F-i�lp�r �loae Lay�t (�arp�t} �loor Laye�r (�esili�r�t) Fl�o� L�p�r NeGp�r �laz��r �Cazier 1--lel�er InsWlatar Ins�rlaiar Nelp�r �ab�f�r �ora�rrtorr �LJa►��I�I�A�'I�N $ 9.�� $i�_3� $ 8_00 �1 �.�� $1'i_30 ���.50 $ 8,50 $17,�0 $1 �.0� $'k � _ �0 $1�.0� $1�.90 ��2,�4 � �.4� � 7.�� f�iurnber J�i�lper R�inforcin� �le�l �etl�r Roaf�r Roofer Hel�er �h�:e€ NJ���� Vldorker �h��k M�t�! Wofker Hekp�r Sl�reetroc}c k-�ae�ger �he�xt�ck �iae�ger �i�lp�� �pri��ker �ys��m Install�� ��rir�Jcler �ystem In�tall�r He�p�r �t��l �lVorker �tructural �te�l 1+Vorkef �t��clu�al F[�Iper Wc�l�er V�+�tder H�Cpor �LAS��FI�A�T��N $ �J,75 $10,40 $1"i,87 $ 8, 33 �14,45 � �, �7 $'k2,�� $ 9, �� �16,87 ��0,�3 $?1.36 $ 8, �0 $�4,70 $��,7� F�AT� RA�"� 1�IEAl�Y �Qk���f�+1FNT �PERATOF�S �r�rre. �lamshell, Ba�kh�t��, I���rick �1�.5� qt�g�ine, �have� ��rkRif# �per�#�r `5 �,F3 f�sphaft Raker Asph��t ��oveter ��k��ar�� Plae�# Weigh�er �arp�rrter {C��x���} ��ncr�it; ��r7,sher-Pavir�g �an�rct,� F'in:s��er Helper {Paving} ��ncrete F�r�ish�r-��ruc�t�r�s �lagger Form �uifder-�tr�ic�tares Forn� 5eit�r-P�ving & �4afl�s Forrr� �e#t�r-�#r��lures I�aborer-�orrrn�on l.akror�r-�.3�+I�ty �echa nGc ��r'vicer Pip�e Layer I'ipe La�er Help�r A�Qh��t D��trtb�t�e pper�tor P�sphali Paving Ma�l�ir�� ��er�tcrr �ancrete �avir�g �aw �r�n�, �I�n��hell, Backho�_ be�rr4�k, l�raglin�. �hove� �� � ��2 �Y} ���rnt��ti�n �rFll ���ralor �ront End Laad�r {7��ret�r Tr�c� Dr�v�r �13.0� �19,�2 �9� 31 HI���iV��1Y �H��111`} C'DI��TRU�TIO�I �10.�2 � 9.7� $ 9 G� $13.64 �1�,�5 � 9.70 �13.4� � 7.�Q ��3.�1� �'I 0. �� � �.75 � 7 �� $ 8.6�1 $�3 25 :�1�.i3 � 7.35 � �_7� ��7 45 $1 �,49 �1�} ��� Fron# End Loader (� �l� �Y � I��ss} FronR Encf �oa�er [�v�r 2 'f �Y� h.+arfling ���h�ne ���ra��r 1�'.ix�� �o�or �r�d�r Oper�tar �Fin� �racle) Mator �r�d�� Operalo� �avernert f�herkin� h+1�t��ne �tc�ll�r �#eel IN�r�el plan�-f�1sx F�avement� F�afJcr, �la�� V1lhee! �Ci��f �I��wl7��! or Tarr7p�nc� Roller F�n��rr��li�, ��If-Propell�d �cr���: 7ra�elrng Nl�xe{ R�rn�orcing ��ee� �etl�r {p�v��s�} �fru;-k I�F�v�r-�ir��fe Axle {Lrgh#� �'r�ick �rrv�r-��r�den Axi� ��r�7�-�`r�ifer T�uck Driv�r-�c�+�boy�Floa� Tru�l� f���ver-�ransix M�x Truck �r�v�r-V�}inch � 9. 9�4 � 9.32 $ �.�0 �1 �.00 ��� 31 ��3 �� �i1 Q� � �.88 S1� �� � 8 �2 ��� 0� � 9.75 � 8, Q� $1 �.�2 51�.�4 ��0.63 � 9. 8� ��0_U{� � urz��,�+ � S �- fi � PAI�T D - �P��I�L ���V�IT���1� firan�. �lamsheli, Backhoc�, DerrFck, D�at�lie�e, �hov�l �� 1 1J2 �Yj �r11.5� D-�7 �AS�IUI�NTS AN� P�I�MITS Th� p�rfvrmar��� �f tC�is c�rti#ra�# requires c�r#air� k�rnpofary �ons#r��taor�, f1�F1I-Qf-�f7�f� agree�x��e�ts, and��r perrrfit� #o periarm w�r� �n privake �rape�ty. The ��ty nas a#ternp#e� t� obk�in the lem�ara�y �onstr��ti�n �r����r righl-�fm�nlry �geeement� �c�r prr�pe�t�es wher� cor��#�uctior� aciivity �5 r��c�ssa�y on �ity owr�ed �acili��es. su�h as sewef I�nes� or m�nholes. �ar fa��l��r�s wh�re the �ity was un�b�e to ob#a�n the �asemenf at r��hk-ofinentry, 4t �h�ll k�e the ��n#r��tor'� ees�oi�sibili�y ta oblairt ka�e agreemer�� �r�o� �a �ieginr�in� w�rk on subject prop�rt}r, ��t�� sh�kl be s��sidiary ta th� cant�act. �he agre�ment� whi�h ki�e �aty has o�xafn�� ��� avaFiable to t�� �ar�tractar for �eview i�y c�ntac#ing the plar�s desk at the Departrrrer�t vf �e��,ne��inq, �i��+ of �ork VUorth Al��, it sha�l b� #he fes��nslb�l�ky af lhe �ankraclor #� �bt��n wriiken perrnission fror� properky own�rs to p��forn� su�h wark as cleanoui r���ir and ��w�r s��vic� �e�lac�rn�n! or� �rfva�e pra��:rky. �onk��a�lar �ha�� a�her� lo �n requirem�nl� af P�r�graph ��-� 1��f th� �en�ra� ��ntract I�acum�n�s. �'�� ��rrErackor'� a#kenR�on i� dirack�d to t1�e agr�ei��er�# t�ri�s �loi�� witl� any spec�ei coi7ditions ttrat rrr�� have be�� iirrp�s�d �� tl�e�e ��reei3�ea7�s, by �h� �rope�ky �w��rs �h� �as�rr��nts an��ar �rivate �r�p�rty sh��l h� ckeaned t�p af#er �as� aro�1 fies#oreo t� ats ori�inaM condi#aon ar better. fr� ever�t a�iditiar�al work raarn is required #�y ihe �o�tractof, it ��rall be th� ��r�tr�c��r's responsi�il�ty to nhl�ain weik:er� ��I'r�li�slor� fr�m the properRy owt��es inVolve� for Ei�e �s� �€ addatior�al ��o�erty re�{.,irerl, I�o �dd�tiana: p�yn.e�k wrll l�e alE��ed f�� lhE� ;l�m The �i��r �as obtained the ne��s�ary ti�curr3�n#�tic�r� for r��lro�d �n[EJor hi�l�w�p permits required f�� �ons�ruction of th�s prt���ck l`!�� C�ntractor sh�t! �� r�sp�n�ib�� far con�plyir�� w�#h �E1 �rov�s�ons a� such perr��ts, irl�lt�dirlg obt�i�l�ri� #I�� re[�ul�lke �r�Su�2�r��e. �I�d Sh�IE {�8y �ny ��d 2�1i �as�s associa�#e� �rirh �r r�t��airec� b� #he {�e�mit(�} I# rs 1he ��nkrac#or's respor�sil�il�ty t� �rovRd� the re��aire+� fC�gr��en andfc�r p;�+vi�ie ��ym��+t ko #he ���ro�r��te railr��d����n�y f�r �II fl��fnen d�ifing constrk�ciion �n r�ilro�d�ager�cy rigl�i-Of-�4�}+ Ari�+ 2l3d �If CQ5t5 2S�OCI�tf.d Nrith c�n�pli�nc� wiih pe�r�rfts�s} i�rcluding ����i�enl f�r fla�r�7en shtiall be sub�rd�ary �o tf7� pro�e�i �ric� hl� �dciikrona� p��r�ient +�irl !�e �Ilo�^���! #o� ���« +k�rr7 �-'!8 ��ORDaNATION WITF� �ORT WOR7H WA7�l� D�PARTh�1�NT D�rf�� #F;� c�r�s�ruc�;ar� �� .his pr�f�tia, i! wi�l be n�c�ssary !a d�ack,vate for a period �f tirr��. ex�s#ing I�nes, T�+� C�on#r�c��r s#��II !a� r�qu�r�d so caordinate wilh 11�e Wate� Qepar�men� �a deSerrnrr7e l�e best �ir»�� {ar deactivating an� ac#Eva�an� li�os� lines D-19 ��1MA�E TO PI�IVA7� �#��P��2TY �`�Se �ar�Er2�c#car sh�ll 1rnrn��i����ly repa�r or re�lace any darnags t� �r��+�t� �rop�rk�, �nc��ding but r7o# lirr�it�d lo fsn�es, �alls, pav�rr��nt �nd waker �nd sew�r serv�c�s �t �� c�st 4o fhe �Jwr���. 7F�is shakJ be suk�srdiary t� th�e c�n�racE and nat ��epar�ie pay �#�n�. D,�� S�iO� DR�l1N1f��� �ho� drawin�s sl�all k�e su�rnik�e� b�+ �t�e �on�ract�r to k�se ��nstru���ar� �n�ir�eer, fa� all �q��iprx��nk and makeri�ls f�r #I��� pra��c�. �onsra�tar shalE st�k�mft sev�n {7� c�pies af s��� drawirrgs, layout�.. m�nuf���urer's �ala an�t mat���al schedu��s �� m�y b� re�ui��d by the Eng�ne�r far h�s re�r��w. �ucl� rerr��w by #h� �ng+ne�r ����I ir�ei�,de �heck�ng for g�neral ��nforrrsanc� wi�fY khe d�sogr� conc��k of IJ�� }�r����i �nci g�n�r�l Uoi�n�l�arx�� �;u�ll7 ir7form�#ron +ori��vu � ��-1 � ���fi �� - s������ cor������on�s given ir� th� �e�r�r�l �an�r�ct D�cu�i�n#s. i�[fic��ed �cf��r� k�y th� En�ir�e�r, w�rich ��r�� r�sull from hi� r��f�w. shall no# c�r�stituke cor�currer��e wEt�r ae�y d�vi�ti��ti frarr� #h� ��a�s �n�l specifGcaiior�s unless such d�v�,�#ions are sp�cific�l'.y irl�ntii'ied by Eh� m�il�od d�s�ribot� bc�Eow, �n�i f4xrthe� �h2�ll nok �el3�v� tl�e �onkrac�ar of r�s�onsi�il�#y f�r e�r�rs or orr��ssior�s in #he �ub�rr�t#etk ��ta, I�rocess��f sl�o� drawing submi�t�i ��� not c�range a�d�r�_ The purp�s� of ��b{n�ttaE�, �y the �anttactor. �s to d��onstra�e fh�t kk�e �o�rt�ac�or urr�erstands �t�� d�sa�n �or�cep#. �nd �hat h� d�monskra#e� hls ��c��rsk�nding k�y in�aca#i�rg wh�c� �quiprn�nt �nd r�rat�ri�ls he irttends lo �ur�ris� 2�r�d Ir�stall, �n�i l�y d��aifin� the fa�rica#ian �nd �nst�El�t��n �n�#hod5 h� inlends to us�. If dev�at�o�s, disc��p�r��ies �r �an#licts between submikt�ls arrd th� d�si�3� dr�w�ngs an�iJ�r Sj7�Ck�kG�tIQf4� ar� �isc;a��r�d, �ilF��r ��Eo� #� ae after submi#�a[� �re �rocesse�, t�� d�sigr� draw�n�s ��td speci�i�al��r�s shall gavern, ��e �o�#r��t�f �hall be �spar�s�l�l� fo� �11 dimensior�s which �re t� k�e cor�f�rrn�d �nd cor��kated aC the jo� sit�, fabr��ak��� {�roc�ss�s �nci ie��rn���a�s of �qnstr�ct��n, coordir�atior� of hi� work wath t�at of ath�r tr���s and satisf�c#ory p�riarmance af �ris w�rk, 7he ���tra�#�r s�ra�l ch��k ��ti verify all tne�s�rements �nd re�+rew subr��iitla�s {arior l� subr�t#�al. �r�d �ige� or ir�itia! � sta��rrt�n# rn�lud�d wit#� �he subr�iklak, w17���r sagnif�es �arr�pEi��4e with the �E�r�� �ncf �pe�ifi��Ef�ns and dirn�r�s��r�s suikable fot �he �pp�i���i�n Any deu�al��n fr�m f�re speci��d crit�ri� sh�ll be expr�ssi}r stat�d ir� wr�#ing ir� ti�e s�b�ni#t�l, ��op dr�wir�gs shall �e �ub�r�i�ted f�r �h� �ollowirrg itei�s pri�r t� ins#��I�tion� 1. All p��e ,� �2�R��orce� st��l fabric�lia� #�r atr�cl�r�� �. ��st Ir�r� str�fc�ur�� ��rp�r�enanc�s �hop ttr;�wir�gs rn�st be �p�r��re�l in writir�g �y Che Engir��er prlor �v ihe stark �f w�rk D��1 �RD�SIN� OF E�IST�I�� UT�LIT��� 1Nh�f� a�r�po�ed vua#er lane cr�sses �v�r a sartit�ry sew�+r ar s��ifar� sewer �erv�ce lir�� �ntE�of prap�sed s�wer ]ine cr�sses over e w�t�r line an� Ihe �aear �+��ticaG �i��iance �s less than 9 f�el barrel ta barr�l, tl'fe san�ta�y s�w�r or sar�ik�ry sewer s�rvMc� I�r�� s�all be ma�e wa#�r k�g�+k or b� �on�tfuct�d af d�c�il� rr�r� p��e Tl�e F�quired lengk�: �f re�lacer���ni shaal t�e d�lermFr�e�1 by kh�� �ngi�3�er T17e rna#��i�l for �ani��ey s�w�r rr7air�s �nd s�nitar� s�wer la#�rals shafl b� {�las� 51 D��tike Irar� Pipe wilh pofy�iJ�yler�e wra�pin�. T��� it�al�rt�l far �an�tary sewer s���+ic� f�ne� �haEl be ex#r� st�eng#h casC iron sa�l prp� with palye�hyl�n� wr�ppin�. Adapie� fi[lrrr�s s��all �e a urethar�� or neoprene cauphr7� �1�T1� �-4�� wis� set�es 30� sk�irtl�ss ��ePl carr�pressiar7 skr�ps. Backfi�l, fittir3�.s. #ie-in� and al� oll�e� �s�oci�#�d a�,p�ri�r�ar�c�� r�quir�d �re deemed sut�ai���ry w�rk, the �osi of w�sich sh��ll be �nclud�d an th� price ���1 �n t�e Pro�osal f�r ea��� t�id it�m, D-�� E�1�71N� UTI�ITIES I�h1D IMPF��IIEM�NT� �'h� �I�ns show lhe locakGons oE all know+� su�face anrl �ul�s�,rface sCrtaciures How�*�+�r. the Owner �ss�rr�es r�a r�sponsibil�ty �t�r ��iMure F� S�i�IN �R� 0� �N 0� #�$5� �lr��ctures on #h� F'f�ns, �f to �how ��,�m rr� thei� ex�c� �o��tlon, 1t is m�C�a��}� ag�e�d #h�# sa:c� failure s�rall rrot I�� cansid�r�d ��affici�nt basis f�r cianx�s f�� ��#di�iarral �onipensali�n for �x#r� ��tk ar for i�cfe2�sir�g �h� p�� qu�ntik��s in ar�y ��anr��r wl7a#st�ev��`- The C�r�trac#nr ����I be responsible for verify�ng ���e loc�tisans �f ar�d protectirag aal e�x�stir�� �#�iili��, s�rvic� li��s, or other pra��rly expo�e�1 �y hFs cor�structi�n �p�rations. �ontract�r s#�all rna�e aJl n�cess�ry �eovi�Gorrs f�r ihe �up�ork. �roke�tion, relo�ation. �n�lf�r �ern�orary r�laca�ior� �f al! utillky pol�s, ��s lines. �eleph��� cabl�s, �rtiG#y s�ruic�s, watar m�ins sani#a�+ ��w�r lines, el�ctr�cal ��E�les. dr��nag� prp�s, arrd a�l other u#il�kres and ste�c��res �oiri �b�v� and below grpund d�rirs� constr��#i�r�. �he �oa�tTactor i� IGable f�r al� darnages don� ko su�#� ex�stir�g ��o�r�r S�-i4 F'AF�� � - �PE�1�1L ��NDITI�h,l� facil�ties �� a r�s��l# oi� hi� a��ra#�bns ar�d �ny �r�d ai1 c�sk incurfe� for th� pro��c:#i�n anti��r t�rnporar� ��lo��ti�� �i ��ch facililies afi� deer�7�+� �ubsidi2�ey wo�� an� �h� c�sl �P s�rn� �nd sh�ll b� inr,luded �r� ll�� �o�t b�r� ��r I��re�r faot of p��e Instal�etl. f�� ADDa7�D�lAL ��Naf'��J�A'I'��N WG�L B� AI�I�C�V�J�D, �1Vh��e �xis#ing u�iliti�� �� s�n+ice �ir�es ere �ut, b��ke� or dar�aged khe �ontra�t�r s1��11 re�l�ce of rep��r the u�alittes or .•ervice 1i��s wtth t#�r� sarrxe kype af arir��na1 material �nd cor��lfuclior�, or 1��iker, unles� o#her+n+is� showi� or r��l�� �e� #h� p�ar�s, al h�s owrr c�st ar�d exoe�se �h� �antractar s�a�1 i�m��ia��ly �3otify #h� Own�r of th� dainag�d util�#� a� ��rvic� 1ir�e_ Hc� shall C4���f8t8 Wltll i�r� Dwn�r� of �II util��i�5 #v lo��t� �xi�l�in� u�d�r�r�un� �a��lities ae�d r��tify t�� Eer��r�eer o� any �anfficts ir� �fa�es �nd �f��nn��n#. Any ae�d sll perr�ano€�t struct�r�� s+��� as par�Cir�g kot surface, fer�cir�g, �nd 1r�C� structuras an etther p�l'�l�� �ar privar� property sF�all b� r�p3ac�d �i no cosl to �h� �kty b}+ mal�r€al �� ��ual value �nd qu�Rity as th�i darnage� In ��se i# is r�e�ess��y ta ck�ang� or rn�v� Eh� pr�ap�rty af a�y awner of a�blic utility. suc� pr�p�rk� shal� r�ol f�� rn#v�d or in�erfeFed will� u��i� ordered �a tfo s� �y �t�e �n+�ir���r. Th� rigl�t E� eeserved t� i�re ow+�e� oi p��E�� �tll�tie� io enter up�n �he I��ni#s of the pro�e�l f�r t�re ��rp�se o� making suc17 cl�an�es �r �epairs of #heir �ro�erky kt�a� rnay be rnad� r�e�ess�ry b� perforrnanc� of #h�s �an#rac�. The u��lrty ��r�es a�d corrd�rits shav�+rr �n the �lans ar� ��r wr��orr�a�i�n onE}� errd are �o# g�aranl��d b�r �k�e �ily �f the �nglneer �o I�e a�cura�e ss ia ercler��, Ic���#���. arrd dept�. !he}r ar� sh�wn �r� the �l�n� as the �est ��rfarn3az��n availahle at the k�fn� of deswgn, frotn th� owners of tf�� utoli���s i�volved a�d ffon� ev�denc�s f�und on tf�� grourrod. D-�� ���E�TR#J�TIQf� 7�AFF1� �1l�F{ PIP��,If��S Gt is ��parer�t that cert�in c�+�struction vel�icl�s coufd �xceed the� �oad b�arir�g capacity of t�� pip� under shal���r bufy c�ndiliorrs ]i will be rFre res�onsibil�Ey of �he �or�traclar to prale�t b��ri 1h� new aire and �h8 exi��rng li��es �cam these poss�hly exuessive laa�s Th�e Con4ractor st�a�l r�ol, �! �ny time. cT�sS lJ�e �xistir�c� or new pipe with � Rruc�C deliv�r�ng new pipe 1� Ch� �ite ArrY darnaqe to #h� �xi���r�g or new pipe w�ll b8 fepa�r�d or r�p��ced I�y th� �ontrackor. at �he ��nteac#�r's expense, Io i�re sa#i�fa�tic�n oP ihe �i1y In ��cations rvhere �t is not p�rrn�ssible t� cro�s the �xis#rr�g �r pro��s��l pr�aes w:thou� ad�+tronal pr�teCtr�n #I�� �onlractor n72�y elect #� pr�vide �dd��ion�l pr�ie�#i�n of Ihe pipes so #ha! m�fe ir�quer7t crossings oi kl�� �ipes �r� alCawe�[. I� st�ll is, [�ow�ve�, al�� r��,�t�ns�t�iliiy of the ����s�c[or �� r��air �ny clarr3a�� �o �17e �xsss;n� or �r��as��i Itr7�s. if ih� c€�rr��g� re�ulis Irorn �ny ph�se �f his c��str�clion op�r�Eio�3 D-��1 TF��4��1� ��tV7�O� �'Fre �ontfaclor w�IG be req�isred 9� ob�ain a"�tr�et Use Permi�' pri�r �a starling w�rk, A� p�rt of th� �'St:e��l �.Jse Pe�mit" a;ra�fic corrtr�! pian is requ�r�d Th� �cn�ractor sF�aFl be r�s��r���k�Ee for p�ovidirr� �raf€ic �antrol dunng tl�e canstruction of this pr��e�� cansis#eni wit� th� pr��+ision� se# �ork�7 ,n th� "Lalest �ail;�n Texas M��r�al an U��if�r�n Traffic �on€ral ��vic�s f�r �tre�t� ar�d Hi��wa}�s" 3sst�ed �nc��r �he au;h�rity of �#�e ��kat� �f Texas Ur�Mforr�� �1c# R�gul�tin� Tr�ffic o� Hi�hwa}rs��� �ad�f�e� as Ar#icl� fif��d 1lernon's �ivif .�tatutes, ��r[in�n# sec�fon� b��ng Secti�n �os_ 27, 2�. 3� ar�d 3� r�ro�r�r r ��-'l � PART D- �PE��AL��h�[�I�I�IV� A tra�fic contr�! �lan s�a�l b� s�i�rnit#ed far r�vie�w lo Mr. �harCes F�. ��arktetk. �3tv Tfafftc Er�arn��r ak �817) 871-8770 a! le�sl 1 Q warkin� �aYs i�r�or lo kh� qre��onstruction_ con�e�e�c�r. A�ItJ�ouq� wor![ w�ll r�ai ��qin �nt�l tl�e tr��f��.corr�r�J �lan kt�� b�en r�v��wed. Che �or�trac#or`s tFm� w�ll �,eq�n ir� �c�ordarrc� w�Ch th� tirne frame es�a�ltshed �n �he hl��i�� to the �an#r�ctor, 7�re �o�tractor w�ll not r�moue �ny �e��latory si��, ir�skructional sign. street na�1e sign ar a#her sign whach k�as ���n ere�te�i �� t#�e �ity Jf iR is d��ermle��d tl�at a zign rrkus�� b� rern�v�d t[� p�rrx�it r��u�red cor�str�cl�or�, the �vntf�ctor ���af! cr��#a�t #he Transpo�tatian and P�bllc 1Nqfks D�p�rtment, �3��ts �r�d Marlc�ngs D�vis��r�, {P}�on� �l�mber 871-7738} ta rerno�+� lhe s��n_ In th� case o� F�g�E�kory s���ts, E�e �o�trac�or rnl,sl repl��� �Y�� perr���ar�t �ig� wil�� � t�rr�{���ary si�n m�stir�g tf��; r���irerne�ks af ki�e abov��r�fer�nced m2�nu�l ��� s��f� tem�orary �ic�n rnus# I�e tns�alE�d prr�r to #ho rem��+a� of kh� p�rman�n# s��n If t1�e temp�rary sit�� is r�ok ins#a�l��i correctf�r o� if it do�� not m�et t�e r��uir�d speci#icatior�s. �h� p�rmar�e�r! sign sha�l b� I�f� fn pla�e untiC k�r� t�mporary+ si�r� re��ieern�rr�s are nt�� V1�l�er� �on�kr,��#i�r� work Is compJe�ed to the �x#e�� fYr�� !he perrnerrent s�g � ��n k�e reln�talled, the �a�tra��qr �h�al ��air� contact CFre ��gr�� �rrd 1�,+1ark�in�s I��vis�on to r�install 1i�e ��rrn�n�nt sign a�;� sha�l I��v� t�is #emp�r�ry sk�n �n plac� un#il su�#� r��ns#alla#ron �s cornple#�d. T�e �ontrackcrr s�all Ik�r��i hFs v��r�c wit��r� o�� c�n�inu��� l�ne �f tr�ffic at a tirne #o mie�irr�i�� irrt�rruption io Che flow of kr�f#i�, Worlc �hall not �� pe�farn3ed ot� ce�t�ir� ��c��,�er��streeis �ltirrng `J�e�k tr�ffic ��riods" as ��t�rniir��tion i�� �he �iCy Tfa�#ic Engrn��r ��d an �ccorcianc� wGth ihe ap�iicab�e p��vis��n �f th� "'�k#y of Fort 1Norkh 1"ra�fi� �or�iroJ Ha��dbool� for ���struc#iort �nd h+t�ir�ter�ar�ce UVntk Ar�as.�� T�te cosf �f the l�affic c�n#�al is su��idaary wark a�r�l th� �ost �f s��e shall be in��ud�d in #[�e pr�ce bid for �ip� comp���e �n pl��e �� k�fd wn lh� Pf�pasal. �nd rto o#h�er c��tipe�rsa�ion will be s�low��i. �-�� ���rnn�n��r P�ym���C fp� �FI w�Ck an�1 rrzat�ri�l �r�v��ved in s�4v�ging abandon�n�, andlor rcrr�q�+ir�g af �xi�tFng ���il�tt�:s sh�all he �n€:fude�i �n #he linear faat b3�1 �rac� of ;rie pipe �xce�a� �� talraws. �. �eparate n�yr�7en4 wi�l b� �nad� for ren�oval of af! fir� hydr�nEs. gat� va!�es �6-i�c� and la�g�e, a�r�r� �anilary s�v��i rn�r�holes r�gardl��s af I�ca#ior7 �. F'���r7��1 �+vill k�e msde f�r s�ivag�n�, abarl��r�in�, anddor rer��o�+n�� ol �II �#her exi�tir�� Ea�ilik�es wh�n ��it! �acili;y �s not �ein� r��l�c�d on t�re sarrs� trench i� �v�er� r�moval r�q4rires � s�p�r�te lr�rr�hing opera�C�or�. b-2� OMIT �-�7 D�T�UR� 7'h� ��nkr�c#or s��ll �ro�e��te h,s work in such a rnanrr�r �s [c� �feake a mi�in�urr� of �r1���rup�iorr �� te�ffi� ��td p�d�str��� ��c�i�i��� a�,� i� the f�ow �f v�t�icul�r �r�� pett�strian zra�fic wikhin �he proje�# �r��, �-�8 BAF�I�I�AI��� AN1� +NARI�IN� �I�h�� fr�o��sr 5�-16 F'AF�T D - S�'��1�11� ��I�I�ITI�iV� Bafricad�s., warnir�� �nd det��r si�ns sk�al! canf�rrn lo the �t��dard �pe��fi�^atior�s "�3o�rr��r� �nc� Vlfiarning ar�dlor �et��Gr ��gns,.� lxem 5��, and�or �s s�ovun an t�re piae�s. �onstr�ctiorr stga7r�g �i��i berricad�s shall COr�fOrrrl +�ith "� 98[J Texa� h�anual �n �Jr�ifoeer� Trafiic �on��ol Devic�a, V�I. NO. � ° Of l�i�S� �dIk�OFI �h�f$ Of �-�� ��J�4i1i���ildk���� �� ��3� Ik shell b� �I�e resp��+sibilily s�� �he pr��pective bwd�Je� t� visit �h� pr����k si#e a�rd �nak� su�h �x2�mir�2��sor�� �nc� e�c�loratians as may �e rtecessa�+ to d�t�r�xr��e �II c�r�ditions whi�� �r�ra}� aff�c# crans#ructivn o# ihis pr��eck. �'arlRc�lar att�nti�� s�a�lr� b� given �o rn�t��ds �f pro►�idin� ir�gf�ss ��+d e�r�ss io acijace�t privare a1�d public prop�rki��, pro��dur�� for prvt�cking exisfEng im�rov�r�re�rls ��r� �isposition �f a�! m��erials ta be r�moved, I�ro�er c�r�s3d�ra���r� sh�uld b� gGven �� kE�ese �e�ails c�uring �I�e pr#parai3�n �f ih� P�ap�saC �nd all unusuak candition� v�rhich map g�ve rGse t� lat�r corrEongenci�� sha�x�d b� brou�h� to #h� at��r��ion of ih� �}w��r prior t� #��� s�abmi�sion o� the P��posal. D-3Q ZOh�IIV� C�[4�I��IA�1�� During khe con�tructi�� o# thfs pra�ect, #he �ontract�r s�all com�ly w�th present �or�in� requiremer�ts of th� �it� �f �or# I+V�rth ir� kk�e u�� �f v�c�e�t pr��erty for sta�a�� �ur��s�s �-31 IN,A��R FOR ��N�TRI�CTI�N 1N��er f�� �nr�s�ru�#ion +�u�ll b� furn�she+� by �he �on#���t�r �E h�s �wr� ex�er�se :��k�+��il���:���G�����fl� �111 wastc irra��nal sMall becorr�� th� �ro�er#� of kf�� �o�rtrac#�r �nd sh��l b� rlas�osed of by l�e ��r�trac�or at l�ca�i�n5 �ppro+re�i F�y k�t� �n�ine�� Aal m�feri�l �i�a�l i�e d�sp�sed of in �uch a mar�n�r as #� �r�s�n! a ���ai a�p�ar�nc� arad to r��l �bstru�l pfoper drai�a�� �r t� caus� �n�ury to �tr��# ir��pr��+�rn�rrt5 cf Eo a��tR�r7g pr�p�r#y. Q-33 �LE�#NUP F�R FINAL A��EPTAIV�� Firraf cl�an�p �vvrk sf�ail b� �on� far fh:s p��j��x as �oor� �� all r,ons#ruck�c�n h�s b�en cornp�eked. �io n7or� t�an s�,r�n da�s shali ela�s� afs�r cr�rnpa�E��r� of ��rrsl�u�#��n C��for� �he ra�dway. ric�l�t�� of-way_ ar eas��r��rr� is c�ear��d �a� to th� sa�isfaction af �i�� Engin�er Th� �on�r�c�4r shall rr�aKe a fir.al c��a���� �� afl par�s a[ i��� work befcr� acc�ptar�c� by !�e �sky �i ��ri V�+�:1h �r +ks r�pr�sentatrv�. ��r�s cleanup shalf �nclud� rernoval of a11 obJ��tion�bke f�cks pa���s of aspl�alk �r �oncr�t� and otl��r car�s�rucR�on �-n�teri�ls, an�l �n ge�+eral p��p�r�ng thc size �f �f7e w�ek in �n ord�rly :na�r�st and a�pearance F�r�a� ac�e�4anc� of �h� comp��ted proa�c� wc�rk srrall ue ��ven I�y i�e ���y of �c,ri INarki� �e�rartr�ent �# �r��ineerina. �-3� P�OPER�Y A����� Access to �d�acer�k �rapert}r sF�all �e mainta+n�� al a�l Crmes unEes� olh�rwise �i�r�c�ed by !h� Er�g��r�er �-�5 �OfV�T�tU�TIOAt ���IE�ULE ANQ �EQUEN��hl� OF VI�D��t J�rior t� �x���Cir�g �he �or��lrack. sl sf�a�l be the resp���ssbial�y oi k��t�� �unfr��aor lo f�rnF�Y� a sche�ul� outlinin� ll�e anlic�pal�d Ci�ne f�r �ach p�as� of �orrs�ruckior� wikh 5#artfn� arrd cort�rpletion dates, ��rclud�ng s;�fficien! t�me baing allowe�i for clean�,p �-�G �AF�T'� F2E�T�1���(�hi� - VI�O�K N�Af� HI�M 110LTA�� �E�E� ��a�ro � ��-1 � F'A�T D - �PE�lAI. ��NDI���f�� Ti�� foil�wif�g }�roc�dures will be f�E�awed regar��ng tF�e subjecC itern on th�s contract: 1 A warr�ing sig�n n�� I�ss kt�ar� five �rtches t�y seven inch�s, p�irrt�d y�llow w�th b���k let�ers th�l are l��lt�l� at kw�lv� te�# sY�all !�� pl���d �nside and ��ts3d� v�hicles s��h �s cra�r�s, derrt�ka, p��r�r s�tov�ls, �f��lf�ng r�gs. �i1� drive��, hois�on� �q�iprr�enl or �imiiar a�parat�s_ 7he wa�nang si�n shall read as foilows; "VVARNIE�� - UNLAINFU�. T� �P�R��E �HI� EQUfF�N1�NT VIlITH[h� �I?C FEET �F HI�F� 11�LTA�E Llhl��." �, Eq�ipm�nt kl��t rn�y be op�ra#�d with�n Een fee; o� higk� volt�g� lin�s s��alf have ir�sul�ting cag�-lype of guard abaut fh� boam �r �rm, �xc�}�l ba�k ho�s �r dippers. arrd �r��ula#�r links or� l�e li�� �Sook connections, 3_ V1f�r�Rti nec�ssary ta v,+oeSc wFth�n si�c ���# �# h�gh vol#a�� �I��E�i� lir�es_ notificatEon shail b� giver� the po+rw�r ��mpa�y (T}CU} wha w�ll e�eck t�rnparary me���nF�al �ar�ie�s, d�- eneTg��e ihe lin�s, or rais� �r lo+�r�+er tF�� lines. ��e Mn+ork dan� by t��� �ow�� ��srr�p�ny shall no� be �t #he �xpe�se �f li�� �iky of Fort Vk+orth. Th� no#�fy�nr� depa�trn�nk s�alf rr�a�n#ain �rt ��cur�t� log af a�l su�h c�lf� #0 7?CU, and sfnal3 r�c�rd �ct�on tal�en in each cas�, 4. TI7� �n�tr��#�r is r�qu�red �a r��k� �rr�ngerr���rCs w�th I�� 7KU co�Qany for Ihe kei�lpor�ry r���catian or r�isi�g �f hi�h v�li�g� lln�s at ;I�e �onlr���nr'� sale co�E ar�d �x;�errse, �, h1t� �erson shall wori� withi�� �ix fee# vf a h�g�r �+a�Ea�e li�e wilh�ut pratecEian E��vin� k�een tak�r� �s ���Jined i� Paragraph {�j I�-37 OI�IIT ��38 ��4fVITA�If F�1�IL#TIE� F�R 1N�I�K�RS �p�cific att�n�inn is �ire�t�d #� �ection ��-6_� �f Park �C — �e�r�ral �on�ikRons �# �he �ontract. D�39 ���1�1� R�LA�IOlV� l�h�� R����[��181LIT1�& TO TWE PUB�I� �he ����C�actor's �a�ri:�:�lar �Ik�nkion �s dar��?�r� l� �17� r2c���r�m�r�ts af ��cR�t�n �-�-�, ��Leg�l F��aations and R�s�ons�i�il�ti�s to th� ��bf�c" of Park ���e�er�l GondiR�ar�s af th�e �ontr�c# D-40 RIG��IT �O AUbl7 �4, �orrlr;�c�c�t� �+�r�es tl�at khe ��ky shall, ur.ti� #h�� expir�ki�n of thre� �:3) y�ar� ��aer f�na� pa}�rr��e�t �r�der tr7is conkr�c# hav� a�cess #o and #h� ri�i�l to examEne and phr�#�co�xy a��y dir�ctly �eRii���3t b�ok�, �l�cun��nts. �a��er� ar�cf r�corc�s qf k�e �onCra��or �nvolving tran�acli�r�� r�latir�g io lf��s C�nlr�Ck Ga�i�ac�or agrees thaR �kr� C�k� �h�ll nave a�c�ss d43rir�g r�orrrral wa�ic��g �rours l� alf ne�essary �onlracEor facrliti�s �rt�i sh�ll be p�ovi�ierf �d�quate ae�d appropr�ate ��+��k spac� �n �rder t� cond�icE at�d�ks �n �ornpt��rrc� with #he prov�s�ons �fi lhis �e�tian. The �ity s1�a11 �iv�� C:on���c#ar re�sonat,�e ad�ranc� r7oticY nf inter�ded a�clRks. �, �anEracEor f�i�th�r aga�ccs Rc� ir�:�ud� frr all iRs s�Fbc�nCracks I�er��nt€�r a provrs�on to ��7� �,�ff��k thaC the subcantrac�or agr�Vs E�a1 Rhe Ciky sh���. und�r th� ex��r�l�on o# Chree {3} y��rs �fler finai paym�r�t under Ih� ��rbcont�`�ct, t�ave �c�ess ta and �he rrc�l�t ko e�amGne ar�d pht�koco�Y any tfire�tly p�rtineni h�roks, do��rmellks, paper� anrJ reco��Js of ��uh s�b�afllfacEor, �nv�ivin� �ra�sa�#Gar�s �a Cd�� s��con�ract. �nd ��rlh�r �hat �i#y sF��ll i��v� �c�es� d�rir�g norm�l wt�rkang ho�rr� �� a�l s;�k�c�ntractor f�cr�i���s. an� s��l! be pea��d�d adec�ua#� anc� ap#�ro�����c� w�rk �pa�c�, �n order #� �onduct audi�s �r� c�mpliar�ce wi�l3 the prav�s�or�s �f i�a� afk�cle �aros�r 5��1$ �AF��" C� - �PE�I�IL ���D��`I�h1� toge#h�r wi��, sul�secl��n (c} ]�er�of_ �i�y sh�ll g�v� subcarrlra�t�r re�sonabie �dv�n�e n�ti�� �f inter�d�# �ut�ats. ���n#ractor ans� sub�con#ractor ag�e� ta p�rotocopp s�,ch ��cur�ent� a� ma� be re�uested b� k�� ��ty. The �i�y ag�ees to rei�r�bu�se �ontracto� and ���contraclor f�r #Y,e cosis of capies a� t}�� r�#e puL�lis�r�d ir� �E�e 7ex�s r�dmini�trative �od�, D-4'I B�a QUAhiTl71�� Bid t�uar�#it��s a� the various it�ms ir� tl�e proposal �re �or campar�son onEy and may rro# reflec� the a��k��l q�antities Ther� is no lin�i� t� wh�c� a bi� �t�r'n c�n b� +n�r���e�4 �r d���eased. �ontractoe s#�a�l i�oi b� ��#iiled �� ���re�oE��E��n af ��r�l p�i��s r�g�idless oE �h� flnal rn2�suf��E qti�an#i�ies, T� the ex#�nk tf7�# ��-4.� �o�rflic#s v�iih t��is provisi�r�. #his �ravision ��ntro�s �J� �l�im will b� �onsidere� for I�s! or �nticap�#ed prafrts b�sed upon diffefenc�s ir� �stFinaKe�l qtta�tita�s ��rsus 2�tsaa� qua�rtitk�s. D-42 �iJTTING �F �Q�l�l��"C� Wh�n �xisl�ng c��crete is cuk, such c�#s �F,�11 be ma�� wi#h a cancrete saw �Ik sawir�� shall be s�i��it�3ary �� Gl�e �n�t co�x af t�r� Tes���tiv� ite�n. D-�33 �ROJ��T D��I��lAi'IOf� ���h1 I�roj��# �fgr�� �re tequ�red af all lo��tior�s_ I# �h�ll �e in accordanc� w+#h the attach�d Figur� 30 (dat�d ��18Y��}_ 7ne si�n� rr�ay be mour�t�d on sf�i�s or ��sts. �'he ��cacl localiarrs ae�d rr�etho�s c�f rr7ounl,n� sh�ll b� 2�ppro�+ed by the Engin�er In �ddi#kon �o lh� �' x$' pr��ec! si�ns, prajec� s€�ns sh�il lae �##�c��d to #�arricade� �sed wh�r� rr�a+�hole r�h��il�t�tion or r�pi�cem��r� Es beMng co�r�k�,c#��l Signs susp��ded from barrlca�irtg sha�l be pE����E �n su�� � w�y #i�at signs �a not inR�r#er� u��i�f7 �eilec��ve parr�t �r �olonng on t17e i�arricac��s. [3���i��t�e si�ns ��s�l1 be in accoa�darr�e w�lf7 Fig�re ��, excep� ihal t�sey shall be �'���� by 2�-�' F� ��z� TJ�e inforrnaE+or. box sl��lN hav� ih� �oll�win� rrif�rr'rrakR�n �or ���sti�r�s o� thfs �'rc�j�c� {:all� (81 f y871-��OE l�11-� 7 3D am t� �-34 p. rn or (��7�8�'1-���}q hlic�hts �nd IN�eken�s l�ny �r�d a�! cosC !or �he r�y�ir�d F7;at�r,���. lak�o�. �nd eq�,ai�r+7er�� nec�ss�ry #or the furnisht�7� of Pro���i �rgr�s s�ra�l b� coi�sidered �s a�u�siti��ry ��s# of ��r� �ara�ec� a�cE no a�fdl�iana� cornpe�rsati�rr wi�l �e allow�d. D-44 �ON�R�7� �ID�INAL#{ A�ll] I�#�IVEWAY ��PLA�F[N�f�T AE �ocaiicns 1r� R�re �rojeci w��er� mair�s �r� r�r�u�r�� l� b� pfac�d u+�der exis4�ng sid�w�lks andlor d��veway;, s�ch sid�walks anr�lor dri�+�ways �h�ii �e �omp�el�ly repl�c�ci f�r t�s� full ex�st�nc� wi�k#�, b�tween exisiing conslructia� or �xp�r�s��r� jo�nt� w�#h ��0� ps� cortcr�te wikE� �etr�forc�ng sE��! ar� a sand �ushior� �n ����rc���c� wilh �it}� of Fork 1lVorth 7r��s��rl�tionJP�iblrc V�lorics �epartm�nl �tanda�d �pecifi�ations �or G�r�s�rucl��r�, I#�m 5�� A� [ocaEions wt��re ���ns are r�quir�d to �� p�ac�d ur�der �xastir�� c�rb �t�d gu�t�r, such ���€� and �uE�er shell he re�lac�d lo �7tie�c�r �yp� an�i �eom�try oi �1�� rer�ro�+ed ���r� a�rd �u�l�� s���i be �a�os�� ��- � 9 �AI�T D - �PE�I�L ��NDII'I��#� i�s#�Ilsd ir� a���r�tanc� wik€� Ci�y �f �oet VUarth P��lic Works D�par�m�n� Slan�fard �p��ificaiion f�r ���t�tructioGi, It�rn �02, Paym�r�# f�r �ukl�ng. t�ackfill. ��r��feke, form�ing me#e��afs and �II aiher ass�ciate� appurtenances fi�c�ulre�i, sha[� b� ir��lud�d in th�e �c�u�ee �+�f� �C�CE of the bid it�m fa� c�n�r�E� sid�w�lk or driVe�+�y eepaGr, D-�� l411��ELLl��1�0U� �LIq���UI��1T �F fY1�4��R11�L Ma�eria� hes ���n a�lo�ated �ander vaei��s �[� ItEr71� 11� tFte Prc�posal #o �st�b�ish ur�iC pric�s for misc�lla�eo�s pl���rn�nt af mate�ia�. T��se mat�ri��� sf7�ll b� u���! onf�+ w�en [�ir��#�d by t�e �ngm���. d�}����dfrtg or� iield ���ditians Pay�x��n[ ior r��sc�lla�eo�s placem�nf of rn�t��iaE w�ll he mad� �ae o�al� khsE ���ounk �'� mat�ri�� us�d, rneas�rerl to �he n�are�� �n�-t�n�J-� unit. Pa�renent for misce��aneous pl�c�rn�r�t �f rnatenaG �hall L•r� in ac�arc�anc� wr�h �he ��r�e�al �orrtra�l I��curr�en#s regaf�Eess of trre ��#u�f �mou�t u�e� for !h� proje�t, D-4�u TY�E "�'� BA�K�II.L Ex�a�+a#ed r��aterkal us�d for Typ� ���.� backfiPl mus� b� rne�har��cally cotr�pa�l�d un��ss kh� ��ntrac#�r ca� f�rn�sh fhe ��g�nesr wii�r satisfacEory e�+idenc� #h� P.I. �f Ih� ex�av�#�� m�#�ri2�l is less k�r�n 8_` �uch e�+Fd�r�c� s�all �e a[est re�arl fror�� an �nd��en�ent t��kr�7g ia��rafory and mu�t i��lu�e �epfeser�t�E��+e sar�7�l�s �F s��is in all �nv�lv�d areas. wi�h a map sf�awir�g the io��k�o� �nd deptt� of ihe vario��� #es# h�les, �f �xcav�#�d m�#�ri�9 rs abv�ausfy granular in nature can�airring IittJ� ar rro plas#�c m�#eri�l, the Engin��r nt�y wa�v� khe tesl ee�ort tequRr����E �ee E-� 2�, iy}�� ���'" �3a�kfiN, �nd E�.11 Tre�rch Bac1c#iIL�• ' I�e�+�is�d 3��0J81 .. R�vis�d �41�Q{87 D-47 �RI��H�D LIM��TO�IE BA��(Fi�.L Vtilhere sp�c�f��� oi7 [he pl��:s �r d���cfed �� �h� Engir�e�r. �r��h�� Lir-r��s[on� shaE] b� us�d ��r lr��scrG bac�fi!I �+7 lhrs pFo��c�. Th� rnalefiaG shall c�rrfc�rr� �r Put�Gic V�+orks �4�nd�rt� S���rf��:aRi��rs for �freeC ar�d �torr�� Dr�in ��rrs�r+��lion Div+a�r�r� � IleFn �OS �- Nlakerials arrd Div�siorr � Iter�i �08.3 •�1+iakeri�is ��urc�s. 1'rer��h b�ckfi�l �ns� com�aacl�on �halJ rrxeet the _ re�yurr�rrt��i�s oi ��m� Ex��va�i�� and Backfill C�r�siruc�oo�r S��cif�cat�ons �ene��l �onlract Docurr7ent�. �ayrrient for crusl��d �irrtest�ne I�a�kfill i� �la�� �hall f�� rrrade a� Che urrF1 �+rice bi� in the Pf�p�s�l mt�ltipl��d by the ��anti��r of n�aE�ri�l ��ed rne�s�r�t� �r� accs�rdanc� wiE� ��,�.1 fi Measurern�rrt of Back��ll h+ia��rials, �onstr�c���rt �p�����cat�or7s, ��n�r�l ���tr��l q�curn�nks, D-�8 �:�7 ��Ai�RET� Tr�ns��rE�E��ri �nd f�uJ�l�c Warks �epar�m�nt typica� se�tions for Pavem�n� and �rench Rep�ir for Uii�i�y �u�� Figur�s 1 il�rnus�h 5 r�f�r Eo usie�g ��7 ��r�,c{�te as b�se repalr �ir�c� this call- �u! Inclu�t�s �h� wor�l "�vrrc.re+���. �h� con�+�tent inler�r�ta�ian of �he Tran�p�rkatior7 ar*d Publi� VlJofks D�p�r�m�r7k is khaC th�s ��t�r� �p�cifi�s two ��� sac�s o� �ement per c�bic yard of concr�te Q-��J TRE�1�H EX�A1�l�TI��, BA��C�fL�., AfVQ ��MP�4�TIOIV Trencfti �xcavaiion anrt laa��{_II under �arkinc� IoEs dr�v�w��s �r�vel ���rfa�ed �:�ad�. wi�h�� eas�rrx���Es, and with�r� �xist�ng 4� fuC�r� R,� 1+V shall be �r� accor�ar�c� wrth Sec#rons E�-� ta�s�ar SC��O PAF�T D - �f�E���IL ��h�I�ITI�IV� Bac�fill 2�n�1 ��-� �xcav�tion and �2���#ili of the �e�ner�1 �on#r�tl f�o�urnents �nd ��ecifications exce�k �� speci�E�d n�r�in, �1, �RE�,1�H E}{��11JATi��- �r� a�cordan�� wil�� ���#i�n ���� Excavat��r� ar�ci 8acicfi�l, if �he stat�d maxi�t�u�-n #re�c� wiclths �r� �x���rJed, �i#h�r #hra�,t��r a�citler�t or o#he�+�se, and if tE�e Cn�ir�ee� c��#�rrrrir��s t�7�# khe d�sr�n Io2��ings af ti�e pip� will be �x���ded, the �antractar u+il� k�e requir�d tv suppori �J�: ���e w�#h ar� impr�ved lr�ncY� �ott�m, T�� �x��nse of sucF� r��er��al ��neas�r�s sk��k! �e entir�ly the ��n#ract�r's a�rn, A�I #r�nchir�g op�ra�ions shakl b� ���rf�n�d x� xhe widkh of perman�n� rlc�h��-of-w�y, ��fm2�nent eas�m�nts, and �r�y t�rr�por�ry �ons#ru�tia� ease�ner�l�. A�I exc��+�.�iae� s�a�1 b� in s#ricl �ompG2�nce v�i1h �he Tr�nc� �afet� ��sfer�ts �pe��al �on[�ikior� of l�ris c���urr�er�#, B. 7R��V�H Bf��1tFILL Trenches v�rhich �ie au#s�de of ex�sting �r future p��emenl s�all h� Dack�illetl ak�ave i�re tap �f �I�e ��nbedm�s�k m�t��ial wilh �`y�e ���" k���kf�al m�#�r+aE, �x��va�e� ma�er��! �xse� f�r �ype "�" b�ckfil� rnusl k�� rr��cl��nkca�ly �om���ted ur��ess �he �ar�#r�c��r can furr�is�r the �r�gineer wilh sa�isfac�ory ��+id�n�e lha� #h� P.I. c�f th� �x�a�+a��� m��en�l +s I��� �ri�n B S�ch ev�d�nC� shall be a#esl r�pork #r�rr� ar7 �i7��pendent E�stin� laboralory �nr1 rr��fsl ir�cl,��e repres�n#ati�� sarnple� of soils �� �II �r�v�lv�d ar��s. �vi#!� a�nap show�ng �17e lo�����n anc� �i�pth �f #h� various 'est h�€es, C� �xca�ra#�ci i�aE�riai is obvio�sly gra��ler in n�#�re, corrEaining li�tl� �r n� pl�s#ic rnat�rial, kh� En�ine�r rra�+ v�rai�re #�r� test r�port reqwr���nt. ��� � 1-�.�, Type ..��� or ��D�� Qac�Cfill, �nd ��v�.'I 1 Trer�ch BackfilC �or addl��on�� r�qu�rern�nts. UVhen Ty�e "�" �ack-�rll ma�kerial is nat �uitabfe, al l�e dire��ian �f Il�e Er�grneer, Type "B" k����CfilN r�r�teri�l shall I�e us�t�. In �e�er�J, �IC ba�klrll �n�ler��l f�� tren��rss in exi�tin� pa�red �tr�e#s shaN 4e �n ��cord�nc� with �igur� �q S�nd m�#erial spe�if�e�k in F�gE�re A s€�ali be obt�ined �rorn �n ��p��avet� ���rce �n�l sl��ll �s�nsist of durable par#i�1es free af ihir� �r eE�r�g�t�d piec��, �uRrrp� �i �E�y, sail, I�arn �r vegeta�]e malter �nd s�all i71ee# lk�e f0llowi�t� �eati�kRor�' S��e Siev� �� R�tain�d #2�0 100 �lddit�aneM]y k[�e �r�sl�ed 'ui�3e�ton� er�betin�enk grad�tion �pecified �n �e�li�r� ��-� �rus��d �irnes�one {�� Embe�men� of Ihe ��r�eraE �o�#r��l D��umena� �nd �p�ci[�cation� shafl �e repl�ced wit� ���e #oC�owing S��v� Siz� °!� F����in�� fi" � '��" �-15 3��'� 5� •9� #� �Q���l� #8 �5- � 00 All ak�er �rovis�ons �� [�+�s s�ck�on �haM1 r��na�r� th� s�n�e �, '�R�N��N �QEU}F'�1��IC�h! �11! E�ench I�ackf�ll sf��fl be �I�ce� in lifts ��r F�-� J Bachfil�. 1"ren���� wh��� Pie uutside ex���ing or fuktirre pav��enls shafl b� c�tr7p�r,i��f �q � r�t�r��rr���m �f �Odlo iSl�rld��d I�t�CCOf D2;-751E}+ (f�1.tiS T.M D6�8) �� fF1��R3S Of ��FTk�}Ml�]� Onl�. Tre�ches v�h���+ fi� un�er �xisl�n� ar f�#ure pav�rrr�nt shall be �ackfille� ��r Figur� A w�#h 95�10 �l�rn�ar�i Pr��#c�f p�nss#�' �Y l�t;ang. n3echan,�31 ��mpin�. �r a c��b+nation oF m�kt��ds B�ckfill n�aReri�l #� k�e r��ecl��nrca�ly ka�npe�l r�7usi be with�n *-�°lo �f r#s op�in�un} n��ist�rre �a�osrr�r SC-� �k I�AF2T I� - �F���I�L ���1�ITI�N� cont�rrt, The tap two {�} feel �f s�wer lir�� �r�r�ch�s and the to� �ighi��� (18} inches of water aine rr�ay b� roll�d in w3th hea�+y equlpm�r�# lires, p�ovi�l�d it is pl�ced in Irft� a�a�ra��i�le #� Eh$ materi�l �eir�g �setJ and #h� oper�tion can b� perf�rr��d with��t �arnage t� th�� Ins#a�led pipe. The �ity, �t i�s own ex�ens�, w�ll petform tr���h com��ck�an tes#s ��rA_�.T,M, st�rrd�r�is �n �ll l�`�n�� k��ck€rll, �1ny r�t��#iri� r�quire� as � resuf� of fa�lure l� ���rrpac# #h� ba�kfill rnat���al #� �'n�ek #!�e standards will �� �t #he e�cp�ns� of #he Con#ractor �nd will la� b�lf�d �� #he commercial r,�tes as det��rr�w�ed t�y khe �ify. Th�se �oil der�sity las#s s�t�Ml b� p��fo�med �# tw� {�� fo�� v�rtical �n!erv�ls beginnon� a� a l�vel kwb (�� �eet a�ove 1�7e k�� o� #h� instailed pipe arrd eorsti�r�ing to tl��; �op �f !�e caGnplel�t� backfill at in��rvals ai�r�g th� trench noi ta �xceed ��0 lir�ear f�ek. �h� ��ntractor w�ill b� ��sponsibl� �or pfov�dii�� ��cess and lrenc�r saf�#� systern ta the �evet �f tr�r�ch b�ckfill t� b� fest�d, CVo ex�ra cam��n�a#�on wiq �� allow�d for e�c�o��ng ll�e �ack�ill I�yer �� be ��st�d or pr�viding l��r�ch sa�e#y sys�ern f�r t��xs co��u�t�ti b� ihe �i#y, D. E�+'��A�UREh1a�NT �1ND PA�'MEf�T �411 �7ai�ri�l, Jn�E�dirrg any anrJ 2�11 Ty�e ��8.. �a��fiCl_ ar�d labor �osks o� excaveii�n �n�i b�c�c�lf� wilJ b� incM�tie�f in li�e �eRce b�d p�r lin��r #�oE of wat�r a��i ��wer pi�e. NO�1-P��' IT�Iu� — WA�HED RO�kC; A�I washe� r�ck us�d for �rrsbe�rnenE or ba�kfF�l �r a� oth�rwi�e dir�cked b�r EF�e Engir�eer sh�ll b�e wa�Fred, cr�sh�d ��one ar��� sF��lt �ee# �t�� fol�o+�ri�� gradation and �br��ic�r�; {A��ual was�ing rrok r�qu+�e� if gradatr�n I� at�ek� Si�ve �i�e �" �� � 3f8�� #� #8 °!o ReE�i��C� 0 D-�� 5���0 ��-1 �0 ��- � �0 Los A�ng�les At�r�s��n �'�sR' �0°�0 �axim�m w��r per �,,S,T.N1. D�signation �-1�1, Q-50 PIAVEM�NT R�PAfR �L���9j �-Y�e un�� p�ic� b�d urtd�r khe appra�riaie b�d kt�n� oF �he �{opasas sf�ali �ov�r �Ir cc,st r�r �rc�v�c�i�+g paverr�ei�I r�p�Fr �qu�� Eq a� su�er�ar in com�osRk�orr, lhiekness ��c , x� �xssR�ng p�vemer�t a� aeEaiked �n lh� P�rbfi� V'+Jark� D��ar#ment typicaG sections far Pav�r�7�n� ar�r1 Tren�#, R���ir fof [�ki�il�+ �uls, �igu���+s 1 lr7rougl� 5. All r�qulret! ���+�ng cut� sha�l be m�t�� wiEh ���r��reke saw ir� a tr�re ano str�rgE�# lir�� �n both side� of �he tr�nch, a rrrirrirsTurrt �f Iwelve {��} inc��s o�tside �he �t�nch walfs T�ie [rench �halC be b�ckfirile�l and Rh� tap nine (�) inch�s shaf! I�e fill�d wrth requtr�� maleri�ls as sh�wn o�r ��vi�� det�il�, ��m���i��J and I�vei witi� th� fir��shed skre�# �urfac� This {�nished grade sh�il �e rr7aint�in�d iri � serv�ceable c�nditior� �rrtif Rh� p�ving Fras ��en r�plac,ed �I� f�si�errtial drFv��+ays s+�all be �cc�ss��le at nit��� and ov�r ��ekends_ It h�s been de��rmir�e� by Ei�� Trans�rrrtal��r� d�rcl Pu�l�� V�larl�s D�p�r�rnent ihat [�e s#r�p a4 exi�t:rr� HI�+1,�� p�vemenk b�Ew�ea� fh� exas#ing gu#!�r and #h� �d�� of the Rr�n�h paverrrent r��air wilf r7a� I�old ,�p �f ��cJ� sRri� �f �xislir�g ��ve�nen� is kwa �2� fe�t or less in wt�IF�s, r�ro��� ��-2� PAF�T D -- �PE�lAL ��IVDI����I� Tl�er�fore, al the loc�lior�s Gn k#�� pr�j�cl wher� I�� #r�r�ci� wa�l is t��ree (3} fee� or l�ss fr�m tl�� !ip �t tf�e exislin� �ul�er, the �o���r�c#�r ����jl be r�r��ir�d lo re�7�ve �#te �xistin� ��v�a�g �� su�h gu#l�e. Th� pav�rnen� r�p�ir �half #h�n be m�de frorr7 a m+n�m�r,� �i�xa�t�e of kwelve {12) inch�s �utsid� #1�e trench� wall ne�re�t ih� ccnl�r of tf7� str��t to lri� ��tk�r lirt�. The pa�+�mer�t s��'I be repMacetf vw��hin a rr�axirriun't af f�v� ��} working da�s. providir�g Job pGacemer�t �or�dit�ons wilG �errnr� ��pavins#, If pa�ir�g c�nditior�s are no# surtable for r��avir��, ir� th� �}����an of �h� �u�+r��r, khe r�p�vin� sh�ll be d�ne �# tY�e �arli�st p�ssibl� dat�. �l �ermat m��st be c�bta�ned fr��n the b�partrn�rtt af �r�c�ineering ��r.s#ru���a� �er.+ic�s �ecttan by the �ontractor in c�niarmance with O�drn�ncs �!� 344� an��a� �rdsnanc� hlc�, 7�2 lo rr7ake �t�li#y cuts sn the str�et. �'he D�paelmenk �f Engi��er��g w�ll +n�pe�i #�e p�v�r7g repa�r after constr�ctia�. T��s pefn�il r�quiremerrk �ay b� wat�+�d i� w�rk ts f�eing dt�ne under a P�rEormar��e Bond and irasp�c#ed by �h� I�ep��tmen� of �ng�neerir��. D-�1 TRE�V�H SIo1��TY �Y�TEM FOR 3NATER D�P�4R7�I��J1` PI��J�t�7� Of�L� ���hJ���,l�, �'his s�xe��t'i�ation �ov�rs kC�� tr�ncl� s�fe�y requirer��r�ts for �II �rerc�r excava�ior}s �x�e�din� depth o� fiv� {�� ���1 �n orcl�r !o �rotec# v��rkers from cauam�ns �h� r�quir�m�nRs of #f7E� ik�m gov�rr� al� lr�r��#�r�s f�r rnaf�rs, manholes, vaul��, �erv�c� lines, and all ��l�e� �ppurtee�ances. Th� de��gn for i�� �rench saf��y srra�l b� si�ned an�l se���c� i�y � R�g�st�red Professional �e�g����r lice�sed Ir� �exa� B�TAfVD�RD�: The latest version o# the U.�, D�parkfne�� o# I��bof, Occu�ation�l ��f�#� �rtd F-€�alth �I�m�n�strai��r� �Eancl�rds, �� ��F� Psrt 19�6_ �ub-F�art �' - �x���+a#ion�. �r� Yr�r�by m�d� a park o� I�ris s�ec���cation an� sh�la �e trre n�in�n,um govern�n� r��uar�n7enls for tr�rrch s�feE�+ �. UEFI6�IT10�1�: � TRE�I�F�E� - A#re,,c� rs refefr�d to as a narr�w ex�;av�ti�n na�de k��lo� R�� sur�fac� of t2�e �ro�rrrr� ir� w�rich 1he dep#h is �r���er #h�n I�s� tvrdkh. wh�r� #h� width rr��ast�r�d at #h� bo[�om �s nok greater �t�an f:fleen (1 �� �e�t. �, BCf�C�IaN� �Y��EM - L��r��hing rne�ns e�c��v��in� ihe sirf�s of a irench to forG�n one or a s�ri�s of h�r��ont�l I���� or s#e�s, us��lfy witF� verki�aE or r��ar-�rcrtica� s;.�rfac�� fae�ween t�ve�s �, �I_�PING �l`�l'�I�+1 -����ing r�7eans �xcdvd�ing to €arn� sides of a lrench lhak are inc�in��l �w�y fr�n� ih� �xcavat�on �} �H��LD �1'��EM •�h��I�Es us�c! �n trenches are ge�er�lly r�ferr�d lo �s � lrencl� box�s" �r ..krer�ca7 s���i�l�ls' �Fr:i:lcf �73eans a struc�ure kha� is 2�b�e ta wi��rsk��d Ih� ��r��s omp�s�d on ik �y � c�ve�ir� ae�d pr����� �v�ri�ers v�i�hi� the skruGlure SY�i�lc�s ���r be ��rm�r��r�l �truclur�s nr car� #�� deaigr�e�i to be port�ble ard move ai�ng as th� worl� pro�resses. �h��lds ��x� i�� el��'7�:� pre-niar���#ack�red or �o�•��ai�i i�r a�cardan�e w�th ��Hr� s#and�rds �, �H�Ri�I� �1'�T�A+I -�horing rr�eans � skr�cture su�h a� � met�E hptira�lic. rrkech�nRcal or iirn�r syst�tt� that s�ipports xhe sidss af a i�en�h and which i� de�ign�� ta �f�veni �av�- i�7s. ��r��irrg sys�ents are generally c�mpri�ec� cf cr�ss-hr�c��, verl��af rai�s. ��a�rights�. hor{�or7te� rails (wales) an�fJor she�tin�. �o��sr�� 5��2� ���� � � s��ci�� �o�v������vs I�. P,+1C��,�UREhlI�iJ�' - Trench depth is �',-3e v�rtic�l rt�ea���ern�rrt fronl the k�p of #�re �x��tin� gr��r�d ta #he I��fkam a� tha p�pe or stru�tur�s. �he q��ntaty of trer�ch saf�ty ��+�terns sl��kl be b�sed �n lhe Jin�ar ��ot ar�aur�E of #r��c� depth gr��#er lhan five {�} fe�[_ E PAYII�EN�' - P�yrn�nt sheq b� f�fl compensatian �or s�feEy sys#em desi��, I�bor, t�o4�, materials, �q�r�prnent and inci�en#�!s necessary for k�e �nsRal�a#ia� arrd remo�+�l o� lr�r��h safe�� sy�lerrrs, D��a� SAh�ITARY ��Vlf�� MAh�HOLES A. ��N�F��tl.' Th� inslalla���r►, repl�cemen#, anci��r �el��balit�tiorr of san+t�ry sewer manha��� u�.+i�l be req�i�ed as skti�wrr �n the �I�ns, arrdlqr 2�s [i�scribed +n #h�s� Special �antract Docur�7en�s in �,dd"otion �o �h��� locat�d in th� fle1� �nd �d�n#i�3�d by t�� Er��ineer. f�,iC man#�roles sh�ll be in accordan�e wik1� s�c#ions E�-9�4 t�l�t�r��I� f�r �anil�ry �ew�r ��+12�nhotes, 1Jal�+e V�ulks. El�., and ��-��4 V��Ik a�d h+lan��ak� ��ns#ru�tion �f !�� �en�r�� ��n#r�c� �7�cuiner��s arrd Sp�cifical�ar�s, u�l��� �m�nde�1 or su��rs�d�tk by r�qr�irem�r�#s �f th�s S�e�ial �on�iti�n. �. ��N��2�T� ��LL�F��: ����rete ��I�ars v�ri�l be re�ui�ed an all rr��r�hc�l�s spe��fed as �er Fic�ur� ��1, �. �V�TER'i�I��JT A+1AtVH0�� I�I��RTS� W2�tertRght gask�kecl m��nhaa� Irts��ts sF���l E�e in�tall�d irs ali san�E�r�l sew�r rr�a�holes. Ins�r#� s�all b� cans#r�,�ted ir� �ccor�an�� wiRh �c�rt UVorth Waker Dep�rkn��nt �ta�rciar�i �10�-� 2�nd ����I �e fil#e� �nd �n�#a�led acc�rdtr�� #o khe �rran�facE�r��'s rec�mm��adatfarrs �k�irtGe�� �le�l r�rarrt��tc ins��t� shall be r�q��red f�r ali p��e di�met�rs 18" and g�eafer �. Lf�'� F-�C)���: f�ll lif! h�f�s sh�ll b� pl�g���i wi1J� a�re-��sk cancrete p�u� The I�ft ho�e shall �� ���i�d �n the o�tskd� of lh� rzranhaE� v�.+�#h R�m-Nek ar at� �pprt�v�d �qual seaJank �'i�e lift hole st�al! b� s��l�d on �he �nsid� �f kh� rnanF�ole wrth quick s�tkrn� cernerrk groul. 4, �11�AL R�N1 E�EIIATI�N�� Arf�nh��e r�ms fn parkw�ys, �awns �nc� [�k�s�r �m�rove� lands sh�ll kr� al ar� �leva#ion r�ok rnar� Rhan one �1} rivr less thar� on�rhal! {1{2} inch a�ave th� sc�rroun�fing �ro�:n� B�ckfiil �hall �rovrde a un�form �Iope �fanT the Eo� o� r����ofe castir�y fc�r n�� �ess lhan [f7r�� �3j fe�l each d�rection ko exislin� i�r�ish gr�d� c�f l#�� �raund, T�re �r�d� �f �ll s�rfaces sa7�al b� che�k�d for �rop�r slop� �n� grade �y sleing finir�g khe erat�r� area r�gard�d �ear Re�� i�nanf�oE� �rS�nh�fe� ie� oa��R3 fie��ls. un�mgroved fand. csr �I��inage caurs�s s#�rall b� ai �n elevaki�n shown �r� �h� draw�nc�s or rr��nir�t�rt� of 6�n�hes ab�v� �r�de, ��+IANH��� ��V�R�; �JI li�Js sh�ll Yrave r�ick s��ts in lieu �# pick t�aies. h+}an�p�� frarrtes �nd cov��s s��ll be h�1c!{ii�l��r, TY�e N, w�Gr� ind��te� tap d�si�n or �aual wiif7 pic�t slots �ov�rs sh�ll s�# �lush wrlh kf�e rim t�f �he fra�ne a�� sha�l h�v� na lar�er l�an ��8 in�h g�� L�etw��r� #he fr�me ar�d �ov�r �e�ting s4�rfa�es shall b� m��f�ine fin�sh��i. l.�ckin� mar'il�al� �i�f� �nd frarnes wiil be ��slric#��J to lacations wik�i� lh�: ���-year tloadp�ain �r�� areas spcc�f�c�lly desi�r�ated on [he pi�ns ��rta�nt��� D�c:k�l� �fon Manho4� l.��is a�d Frame� ar� �c�e�Ea�ble f�� use wl��re ��ckin� lids �re sp�ci#i�d. �, �H�I��.DV�I �OI�� N�A�IH��.��; �halfow m�nho�e consi�uc#ion wi�i be used wh�n manholc depth �s f�t.�r (�f� feet or I�ss All sP��fl�w c�ne manha�es sf7�l� l�e bui�k an �a�sr�f ��-�4 T F�AI�T D - ����IAL ���1D3T1��1� accord�n�e with F��ur� iQ5_ All shallow co�e rn�r�rio1�� shall h��+e a c�s1 +ron li� an� fram� u+ith pick s��ts ��7'�' �l��EHC�LE� PE�2 FE�UR� ��6 V1�1�� N�T BE ALLDWED. 7. I�ANHC?LE �����: h!� m�n�tole steps ers to be i��s��C1�d or� an� san�k�ry sewer mani�ale. 8_ E�7ERI�R �EJRFA�� ��ATEh3�� Ext�r�oe s�rf�ce� �f �!I rrt�nl�o3�s sh�ll be c�a��d with two rno� coa#s �f c��� kar ��axy. I{o�pe�s "�i��,mas#ic S�p�r ��rv,�e 81a�k" Tr��;;ti�c "�6� �50 l�eav� Tr�e�ecal " or e�ual to, a minirnum c�r 1� r�7�15 dry f�lr� �hickr�e�� J, M�f�H�LE ,!OlhIT ��ALiV�� A11 ir�t�rior an�Jar �xt�r�tr�° jo�n#s on c�ncrele m�n�ol� seckMon� c4ns#r�ct�Ci for lh� �i#y �f ��rl �lVorkk� V�1at�r Dep�rtmer�t. excludir�� o�rly the �o�n#s us�r�g � tra�ped t�+pe I�erforr�r��i �-rir�g r��ber gaslcet �hall r�q�ire �3ilun�as�ic jo�na �ea�ants as p�r Fig�r�� AA This se�lanl shalf be pf�-f�rme�J end #raw�l�ble Bilum�s#�c a� ma�uf�ct�red by �{er�t- Se�i, F2am-�lek_ �•� �tick, or equal. Th� �ot�rt s�al�r shaE� be s�pp�ied ir7 �i#h�r extr�de�d pipe P�r� ar suitabl� r�o�s-secti��af are� or flak-�ape and sh�ll t�� s+z��t �s r�comr���nded by kl�� rn��uf��#�rer and a�prvv2d by th� E�rgir�eeF �'he jair�t ��al�r sh�ll b� prot�ct�d �y � s�rak�bt� remt�vabl� wr�p�er �nd shali �r�# in ar��+ way aepend on oxidation, ��+aporalion, or ar�� �lh�r �t7em+cal ��#�o� f or �ikh�r it� �dhes�ve prapertiss or cah�siv� slr��gth. Th� ,9a�n# sealer shall reinaGr� #�t�liy flexibl� wilh[rut shr�r�karrg. k�ar�eni�g, ar �oxidi�in� �'egarcfl�ss o� lho I�ng��� c�f lirr�� ik I� �xp�s�c� ko lh� elemer�ks �he manufactu�er si�all f�rnksa� an �fFi�avit ak��st�ng t� the succ�ssfur us� of kh� producl �s a p��-�ormed ffe�c�bke �oant sealant an ��ncrete �ipe �r�d marrhole se�#ions for a period of at i��st fav� y��es B. �X��UTIOI�� 1, I�V�TALl�1T10�! O� �}�Ih1T ��A�iVT: Each gra�e ad��rs#rn�n# ri�g �nci ��nf�o�� f��me shall be seal�d wMkh �k;� al�ov� specifted rr�ai�riafs_ All suriac�s lo b� ir� cor7t�ct with khe joir}� sea�ank shall h� 4horaugh�y cl��n�d �f dirE, sand, m��J_ o� �IFr�r i�re�gn �Y1�Ek�! � �eirne� ;��all k�e �p�lFed t� all �ur#aces prior �a �r�sk��lr�rg th� ja�r3t s�a�an# �i� ac��rdarrc� watf� t�e recommeflda#�ar�� �y ti�e msn�fa�x�arer, The �roieckivs wrap��r shafl rema��r or7 �l�e }a1n# s�a��.nt unl�l irnrned���ely prior ta ��� p�ac�me€�t �f ihe p�pe ir� ih� �rer+ch_ l����r rernaval �f #he �ro#e�krve wrapper, tl�e j�in� s�alant shafl be kept �lean. J�st�ll frames a�ti ��v�r over +t��rrJ�oj� o�erfin� wit#� �he bo#�om of Ihe ring� r�sE�n� arr ��t�rrnastic �oin! sealer �r�rrr�s ar�d grade rir��s sY�a�l r��# on �wo {�� rows �ir�side an� ou�sGde} of Bi�um�stic jo��E se���r �, S�AL��7� Ah,kDlO� A�]�U� I-I�� �}CI�TIN� N1F�#�H�� �� Excavai� {r�ck�n��lar i�.�fl de�Eh ��w cu# �f an pav�r�se�rsj adjacen� ko a�re manh�r�e Co �xpos� 1��� �nsFr� rn�r�hol� fr�ir�e and � I1�If1111tL1f13 Of �7 inc�es of the ir�anhaC� w�ll k��ping 113� sides of C�e Ir�r�ch nearly v�rrtic�l. J4i{jyl(7 f R��r�ov� +��an�role frarne from ki�e rnanhole str�clur� �nd observe ki�� ��ndition �f 1�+� frarrx� ai�� geacie rir�gs. A�ny frame or g�atle rir�g thai is n�t su�#a�ie fo� �ise as dets�in�n�d by kh� Cr7�ineer shall be re�lacerl �rade rir�a� k�sak are c�n�kf�cked �f brick �loc� m�keri�ls �lh�r tR3an �re���sx concrete r:n�s ar where nec�ssary ��rd a�pr��e�i by khe Engirti�er, shall b� re{�laced wi��r a pre-cast fla#lop section. Pre-ca�i co�rcrete rir��s, or a p��-cast coi�crete �la#tap �ection wili be ti�e �r�ly �djustn�ents allowed. �r� brick �r ���ck manl��l�s, re�fac� �17� up�er �nrt'ron af Ih� rnanho�� �� a�o�n# �4 ;nches b�law lhe frame, If lhe v��lJs or cor�e �ection t���ov� :��s I�v�f ar� s#rucl+�ra�l5� unsa+�n�, ��-�5 ��F�T � - �I�E�I�L ���1D�TI�IV� no#!fy th� En�irrwer �rf�r #� repl2�cem�n� of thc �r�d� ring� and rn��tF�ole ���n�e, �x€s�irtg bri�kwork. if darna��� by #h� ��r�tractar, shall t�e r�pE��e�f al #�re �on#ractor's ex�e���. V1Jire b�usk� r�ar�h�olc �fam� �r�d exaosed manh�le surf�ces tc� re�ov� d�rl art�S I�ose d�b�is, �oak exposed �r�sr�h�Ee ��rrfaces with �1� ��pr��+�r! b�ndir�q �g�r+# f�llow�ti by �n �pp�ic�#�on a# a q�ick ��#��ng �rydrauli� cerrt��# to �rq�+id� � srn�t�#I� w�rkir�g s�arf���, If the inside ��am�ter �f �he rri�nhole is ta� i�r�e to s�feiy suppor� �ew ad�uskr�e�rl rir�gs or frames. a flat tap �e�lion shall be ins�al���. J�int �u�fac�s b��w��rr th� fr�rr��s, adj�stm�nt rin��, �nt� �o�� se�tion shaf� be #re� of dirk, st�nes, ��bt�s an�l void� #o ensur� a wate�tigl7! s��� P1��e �lex�b�e gaske� joir�t ir�at�rial along l�r� �nsid� an� oulside e��e o� �ac� joir�k, o� us� trowel�ble m�feri�l ir� li�� oi pr�,#�rmecf ga�k�t r��a#�ri�l �osi��o� th� b�tt �o�nt of �ach lengt� of f�tnk rr��t�r�al �n �ppo�i#� s�d�s of the �t���h�l�, N�r �teel sF�irns, wood, s#or�es, or an�l m�#�rfal nat s��cifi��l�� �c��pRe�i by t�e Engine�r m�y be ��ed to �btaMn fii�al �urfac� �I�vatio� �f #he m��rhol� frame Er� p�ved areas or (uk�r� p2�ved 2�reas, easEw��s sha�f b� �r�s#a�led b�+ �sing a s�rargFrt e�ge t�o� less t�ran ken ��0) f�et for�� sa [h�t t�e tap of tk�e �as#ing will �onf�rm sc� #he slo�e a�rd f�ni�h el�vaR�or� of the ��av�d sur���c� 1'he ko� o� fk�e casl�ng shal� be 1f� ir�c� b�C�w �h� finEsi�ed �l�v�tian Aliowances for thc� compr�ss�on �f khe j�ir�t maEerial shail �� m�de tc� assure a pr�per ftna; �f�[ie elev�tior�. 3. ��{P��E� E�TE�IO� S�JR�A���: �II expaaed ext�f��r su�fac�s shalC �e coaked wi#I� luvo rnop c�ats of caal k�r e�oxy. Kopper "Brt�fnes�ic �up�r �erv�ce Bl��k": �"nemec '��64 ��� Hesvy Tn�meccl", �r �q��l, #o a rnlr�irr�urrr af 1� m€Is dry filrr3 #h��Kness $, 1'rre �xt�tior surface of ali �re-c�st s�c#ion �a�n#s s�ail be t�rafoughly cl�arre�l v�iEl� a w��e brus�3 �n�i Cher� vualerproofed wiE�� a�12-frrch li�ic�C �oal �f k�owefak�Ee bikur��stic jol�t se�lan# �ra�7� t�-irrcl7es be�ow �� �-ir�ch�s above �h� j�3n�, �he caated jatr�t shall #her� �� wr����d wit� 6 rr'�il �k�s�ic k� pralect ihe s�aiank #rom d�msge riurrnr� ha�k�ilhr�g C:. N1E,��UR��v1E�1T ANL] F���M�N7'� 7F�e pri�e �id �or r��w manhole inst�ll��i�n� ��all inc�u�e ��] fab�r, e�u�pm��r�, an� �Y�at�ria�� r��csssary fof car�strr���i�n af ihe m�nhafe i�clu�i�g, t�ut n�t Iim�E�d ko. j�int seaJing_ faf� i�o�� s�al�r�� �rr� ext�ri�r s�rrfa�e c�at�r�y. Pa�rrn�r�! si�all not incl�d� ��►�em�n! r��l���m�nl, v�rhich ff re�u�r�a, sh�lk �e paGd separately. �he price btd far r�corlslruckrpn o� skislirrg manYrol�s si��ll �nclud� all I�l�c�r eq�Ri�m�nt a�d mak�rials r��ce�sary far �on�tru��i�f� of new m�r�hole. inclurl�ng, b�# n�t r,rniked t�. excava��ar�. b��'ktilC, d€spasal �f rnaReri�as, j�in# s��linc�, I�fk ��Ce sealing �n� �x��r3flr surf�ce c��rting F'aym�nt s��ll nof �ncl�de pav�tnen� r���ac�rr.�n# wJ�ich if req�nred shaRl b� pa�ti �ep�raEely Tr�� pri�e b�d �ar �d�usti�rg ar�d�ar s�af�n� of �xts�in.� rnanh�fes shall ancl�rc�e �R� labar, ��u��men# �nd r�i�#ee��ls rsecessary ior a���slai7� �i7c�lor s��ling the r�7anF�ol�, rr7�l�din� but r�ol I�rr7it�d t�, l��nl �ealing. �ifthole aea3ir�g, a�rd �xt�rior sur���� coalang. P�y�,�eni €or cor��r�te c�ilars will b� rrr��E� ��r eac�. Pa�men� #t�r m�nYro�a inserts wiU be ax���e per �ach. �1-�3 SAh1�T�l#��f S�IN�R ���t1+1��� Any rc;��rrr���lion, r�s�calion, re-rou#es, r�plac�nl�ni_ o{ new sanitary ��w�r servGc� s�r�IG be r�q�ir�� �� sf7owr� �n kf�� �f�ns. �nc�J�r �s described an 11��+9�' �p�C��k ��r1#�cC �]oc�f�lerltS G+� favvsro7 S�r2� �'�RT b Y ����CI�L ���1�ITIf�hl� �deiil+on #0 4}�0�� Eo��tetJ in lhe f€�ld and iol�nti�i�d by f�� C��ine�r as actFv� se�w�r ��p�, 7h� ser�ric� conr�ectia�s sF��lk be cans�r��l�� by t�e �on�ra��or �ikilizir7g sta�c+ar� factory rnar���a�i�re€i �ees, �3ky a�praved fa�#ory rnanufac��red saddl� raps mey b� us��, bu� o�ly a� �G����te� �oy the �ng�n�er_ The decis�or� #o use sa�dle #a�� �s oppas�� to ���s shalE b� ma�e on � c�s� b� �ase ba���, T�e ��riC��Ctor sh�ll f�� res}�onSlk�Ee for coof�i�3��ir�g lh� sc�re�ul�ng �f tappi�tg �rews w+t� L��ilding aw���rs �r�� #he �r�ganee� in order th�k lh� work k�e p�rformed in an expedit��u� ;n�nnef, ,� minirn�im of �� h�urs �rt�v�r�c� noiic� sh��l �e ��v�rr wh�n ta�s wilE b� r�q�iieed, �ev�red service conr�ections �I�aK� be maintair��d as spe�ifke� m se�#ion �6Y�,���. A, ���+VEF� ��RVI�� l���OI�NEGTIO�I: V1��ren sewer sen+ice �ec��rrec4�i�n is c�lte�l f�r �J�� �onlrac�or s�all ��r1a�:�lE� ad�usl lh� �xistir�g sewer s�rvic� Im� a� requi�ed for r�conneck��n and furr�ish a new tap. T]�e iittii�gs �sed for v�rtica! adj�stn7er�t sk�all co�rs�s# of � rn�xim�rn b�nd af �t5 dcgr��s �I�� lap shall �� lacate� sc a� ta li��e up wilh I�r� ser��ce li�� and a���d any �r�rizantal ad�ustr-��nt For op�� �ut a��SicatGons, a!I s�����ry s�wer �e�+ice I�r��� shall i�� re�lac�d �a !h� p�aperi�+ or ea�em��r� iine. or as �lirected kay the Er�girr��r S�rrf#�ry s�+rw�r serv�cea orr s�wers bein� r�F�ab�IMtated us�ng pipe enl�r�em�n# me#ho�s sh�li be re�placed to the ��operky ar �a�erner�t line or �s d'trec:t�o1 Y�y �ri� �n��n�er_ Proce�fur�s I�ster� b�low fo� Sev�rer Serv��e R��I��emer�� sh�ll kre �dh�r�d ko ��� the ins��ll�li�n of �ny s�wer service line i�cEurt�ir�g Ehe ir�c�denlal faur �4} fe�t �f s�rvic� line �+hr�lti �s Ir���ud�r� i� 11�e price bid fa� ���titary ��w�r 1"�ps, I'��+n��n# f�r wor}c such as backfili, sadc#�es, t��s, fit�in�s ie�crde�rtal �our {�} fe�� �f servr�� li�e �nd �Il other assac�a��d a�purt�nanc�s required shaE1 be �r�cC�i[fed in tl�e �r��� bltl far �ar7itary ��w�r T�ps. B, ���l1��R �ERVI�� f�E�L�0.��f�f�iVT: A�� buikdi�+g sewer aervi��s er��our�t�r�d durwr�� cons��uction s�rall b� �djust�d a�dJar r��lac�d b�+ tl�e �ontr�ckor �s �Eir����d b� the E€�g�r��er as r�c�uir�� f�� th� cor���c�kar� af th� �ewer s�rvice lir�e I! tl�e saw�r se�'vic� li�e is in such co�dil��n pr ad��strner�� ne�essikakes tE�e fe�E�c�rr�e�k of the s�we� ���v��e I�r��, ��! w�rk sh�l� be p�rfarrn�d L�y � I�c�ns�d p€umb�� The i�ngih of Ef�e repiacem��t �h�ll b� dsx�rm�netJ by �Yre �1�ganaer �,Ik sew�� s�rv�ces shalM be �n�talle� �k � rrtir��n�un� of twa (�) }�e��en� s1��� or �s a�a�rave� hy ll�e Er�grr.eer �ar�necli�r� kv t�e �xiski�t� sewer serv�c� I�rt� ��all b� rr+ad� wiih appr�pfial� ad��te� fiC,in� �he fid�ing �f��El �e a urelh�ne or rs�o�rene ����ling A S�'.M �-��� with serfes 304 staanfess s�eel �ompression s#���� Th� ca�rl�actor s�t�ll ulili�� schedule 4� PV� for �II sanitary sew�r se:vi�� re-ro+�les or ��focations lo��#�c� �r� priva#e p�t�p�rky �url���mar�, kF�� cont�a�tar shall utiC�z� !�e s�r�+ic�s of a I���ns�d �Eurnl��r #�e �II s�r�+�c;e fine w�rk or7 �riva4e pr��erty. P�nr�ia(s} rt�us� b� o�ta�n��i ;r�m 51�� �it� c�f F�r# 1+Vorth D��relo�E77�nC C��par���7�n� for all s�rvice lir�e work ori priva#e pro�erly �rtd �II s�r�+ice line vrark on privaEe property m�s� be ap�rr�ved by a��ty �f Fort UVor�1� P1urr7bir�g Inspectar F�a�rR77�r�1 for work and ma#er�a�s �uck� as back�+ll. �i�e filtings surface re�;oratian or� ,pnvat� pt�perty �to r�7a�ch exi�t€ngy. and al� �1�er �sso���ted work f�e ��r�+ic� r��l���menis �n exce�s of f�ur (�� linear �e�� sh�ll �e ir:�fude�! in ahe lin��r fo�� �ri�� �i�l for s���i��ry ���nr�r servic� line fiep�a�emee�t on �riv��� pro���ty or publi� ri�h� of w�y Paym�r�k fof �II work anc� maker�al invalving th� "tap" sha11 l�e incl�ad�d in �h� �ri�e b�d fo� ��nit2��y sew�r s�rvis:� t�ps D-�� k��7lJS�D D-5� F��MDIIAL, �AL�I�A��, �IND ABIAND�14M�hET OF E�l�TIh1� FA��fLITIE� An�y re�moval, s�Eva��n� �ndJo: �I��nci�r�m��t �f ex:��in� f�c��i���s wtll ne�es��rily t�e req�i�ed as �:�own an the pian�, �ndJ�� desCr�l�ed in lhes� �p�cial C:�niracR l�ocurri�n�s �n addr+�n �a thos� �o}asm7 ��-�� P�,I�T C� - �P��I�L ��I�C�fTI��� lo�ated �n the fi�ld �rrd id�nti�ke� �y t�r� �n�k��er. 7h�s worEc shall b�! do�� �r� acc�rdanc� �+�lh �ec��a�� ��-�I_� ����ra�ing ai Mate��al �r�d ��-�,7 R�r�aving Pl�e, �f #he ��n�r�! �on�r�ct Docurx��nts a��i ���ci�ications, �nEess �m��[���i �r su�eTsed�d �y requireme�i� of lhis Sp��b�l �ontlition_ �����P��� ��` ��f�Tl�l� WAT�� A+1�T�� Af�[� NIETFR BO?C: Existing wa�er rn�l�r 2�r�d m�t�r b�x sF�al! be remaved a�d re#����d k� tfti� INat�r De�artm�nt war�hous� b�+ !he ��ntra�#ot �n �ccorr3a�c� with �ec#ion ��-�,� �aivaging �� E�a��rials. B, �A�1fA�� OF C?Ci.5T1NC WAT�� h+��TEF� A�l� ���I�R�TE VAULT LID �xFs�±l�� +n��t�r �n�#er and c�ncre#� �+auEt I�d �hall �� remav�� ar�d r�rur�red lo t�r� Wat�t �7��arkrnen� warehot��e k�y #he �or�tra�t�r ir� ac�otdar�ce wit� �ectlon ��-1 ��alvagrr�� of �a��ci�ls, 71�� �or�c��te v�ut# shall b� ��rnolish�d in plac� i�� � p�'tnk r�at �e�� ihan fi8 �n�h�� b��ow fir��f grad�e_ TC�e c�ncr�#� �+a��l� sk�alk ��re�� b� backfiil�d �nd com�acletJ i�i accor�an�� wFth b�ck�ell rr�e�hod as sp���fi�d in �e�tRon ��-�.9 �ac�fil� eackfrii rnaier�aR shall b� s�i�a�fe exca�rat�� m�t�rFal a�pf�v�d by lh� �rr�in��r �u�f�c� rest�ralaorr shall be cornp�#ible wiCh existir�g ��rrou���ng s�rfac� and grarl�. �_ SALVA�� C�� E�XIST«� FIR� H1�DF�A�ITS' �xws�ing f�re hy�dr�nts st�all t�e removed 2��d r��urr��.�d It� 4�r� lNater Departm�n� w�rehous� i�y t#�e �arwtra�lor i� a�cor�anc� wi�h S�ct3�� E�-1.5 �alva�ir�g of fk+Eateriaf�. The vaMd s�ala b� b��k�ilk�d an� c�rn��c�ed �n accor�an�e w�th ba�l�fiil rr��tho�J �s s���ified En �ection E2-�_� 8a�kfGll 8�c�C�iE� matefia� shall be suitabl� excavated ir�at�rial appro�+ed by k�te �ngir�e�r, �urfaco �es#ora#Eon sh�ll be �or��atible with �xistir�g �urrou�d�na s�rf�c� anr� c�r�d�, D_ �f�L.VA�� �� E?(��TJN� ���E VA�1��. �xisl�rtg ga�e valve and val�+e box �nd lid �krall be r�mov�� �nd re#urrrec� #o the Wa#�r D��artmer�t w�reh��se by the �o�rEractar �n �ccordan�e wi#h �e�tior7 ��-� ���[v�gin� �f Mat�t�als �`k7e v�rd �r�a caused by !he valv� femo�r�l shalJ b� b��kfif��d �r�d ca�np�cke� ir� accordan�e wi#h b�ckfill r'r're�hc�s� �s s�e��fi�� �r� ��c���r� E�-�.9 Ba�ktill, B��kfsll rn�terial shalf �e sui�ebl� e+xc:�va�e�i ma#��,aG a�r�roved by ##�� ��gane�r. �uriac� ��s[or�t�or� shall i�e comp�tible w�th� �xis#i�g surf�un�lin� surf��� a�r1 ��ad�. If !h� valv� �s iGx � coa3cr�l� v�ull, kt��e va�IC shall b� �#�rn�i�sf��d ir� �18�e t� a poinC n� I�ss IJ�an �18" beJow tinal g�ad�. �. A�Af�k�t�EVA+f�h�T OF E7CI�TIIV� ��1T� �l�Llf�. �xlSting ga#e valv� arr� i�t�x h�l sha11 b� ab���lorx�d hy firsE �los�n[� il�e v�Eve Eo t�� f�lty �i�sed pOs�ktqn �r�rl �J��nolishin� �he v�kV� b�x in �la�� lt� a poin# ��l I�ss t�ar� 18 ��sc��s below fin�l gra�� �ar�cre�e stratl th�rr b� used �s i�ackfilE mat�r��l �o rn��cFr exis#in� ge��le. �. A�ANDOI�fV}EM1�T �F E?CI�TI�}� VA�LJL1"S' Va4�lk� !o b� �err��lish�d ie� �I�ce sFrafl have #�p sl�b and ii� removed an� vauJC wa31s demolF�h�d to ��o+nl not less lJ�ar� rt8" b�l�w fie�af gr�+�� 'rhe vaid area c�used shaH then be b�ckf�ll�t� 2�nd c�mp�cte� in ac��rde�rc� wrth b�c:kf�l4 rr��khod a� �pecifRed in �ecti�� ��-�,� Backfili, ����fi�i rr�at�r�al s�al� be s��sab�e �xcavak�d m�#�ri�l a�pr�ved by the Engir���r ��i���e resta���Ei�r� shaN be co�r�patil�Ee wili� fh� exisking �urrou�don� �rad� C�. ABf�NC]�}NN1�N'1' �F MA�IHC��_�S h+t�nh�Ees ko }�� aband�n�� �r� pl�ce sh�fi hav� all pspe� entering or L'?CIIIf1C� RII� SrrtJ��4Jr$ plUg�ed with lear� concre#�. 1�+1anh�l� kop �r c�n� sectinn sl�all i�� r�rrt�v�d !� kh� tap vf the ftall b�rr�3 dia��et�T s�ction, �r �o �o�rt� rr�� l�ss lk7ar7 �8 ir�ci��s t��Eov�r �tnaJ �r��le �h� �truckur� skralE kh�� be �ec�Cfilaed �r�d �orrrp��te� an ac�ord�n�� with f�ackfiN ���eth�d �� sp�ci�i�d ir� Se�t�on ��-�,9 �acicti�� Backfi�l m���rral may b� �il�rer cCea� washed sand of clea�, suitab�e ex��va#�c� m�#erial app�ove� by the� Lngine�r. �urlac� restoralior� s�afl be corr�pa[GI�Ge with sufround�r�g s�rvi�� surface P�yrrrenl Cor v��rk inv�lv�d r��ar�� ��-28 PA1�T � � ��E�I�L ��ND�TI��I� in �ackfRll�ng. plt�g�ing of p�pe��} �n� ��I �#her �ppurk��a�+r,�s r�qu��ed, sh�all b� ir:clud�d rn khs� ��pro�rkate �Ed �t�m - �ban�Von �xist�ng �ewer Nl�nhole. F�E. �2EC�i�V�L O� Sk+IAEVNOLE�; N��nhol�s ta be r�maved sha11 f7��re aal pkpes er�t�rin� ar �xil{ng k�re struct�re �Rsconn�ct�d. �'�e ca�r�plet� manhol�, ,n�l�r:iing ��p or cane section. all fu�l t�arr�1 diamet�r se�ii�r�, and i���e s��li�rs shall b� r�moved �r�+� e�s�ava#�on shall t�er� #�e ba�kfiill�� ae�d �ompac��� ii� accard�nc� with backiill rn�l�rod 2�s sp�cified in S�c#ia� �2-� � Bac�CfilM, Back�il4 rn���ri�l rnay be vui�i� Type � B��k�il1 or T�pe B�2��kfili, �s ap�r�ved by Ehe E�rgineer Sur#ac� reslarati�r� she11 #�e �mpalihle wstlrt s�rro�s�r�iing s�rfac�. I, �U�TIf�� �CVD PLU��jN� EXI�TI�1� MAIk�l�= �t varro�s 1o�aEaa�s or� khls praject, iR rnay be r�q�ired �o �uC, pl�g, �n�l b��ck exas#in� w�t�f mait�s�seTvic�s �r s�nit�rt�+ s�w�r rr�ains��enri�es in �rd�f 4� �k��ndan t�r�se lir�es �uk��r�� anc� p1ug��n� �x�s#ir�� mair�s �n�Jor s�rvices sh�ll b� car�s�d���� �s incsdenka� and al� ��sts �ncu�red wkMl l�e consid��er� to be Include� an th� 1ir�ear fr��l l�id pr�ce at #h� pip�. unless s�parek� lten�h�r�g Is �equ�r�d. ,! REh+��V�l� �F �XIS�'IN� 1�1P� V�+h�r� remov�l of Ih� existir�g p�pe �s requ�r�tl. it shall be the ��n#ra�tor's r�spansibilrty k� pro��r�y d��pas� of all ren�ove�l pipe All removed v2�lv�s, fire hyc�ran�� �rtrtf ine;er boxe� shal� be deliv�T�r� ka till+�te� ��parlrnenk Fi�l❑ �}�er�tio�, ���r��e Y�r�i IC_ �A1�MEiV�- f��yment fa� �!I work a�ti rn�t�r�al i�rvoivet� in s�lvag�ng. �b�nd�r�ing �ricifor removirrg exi�#ing facil;#�ea shal! b� incl�d��1 in kh� line�r fo�# ta�d p�ic� of la�e p��e. ex�ept as f�llows: s�p�raEe {�s�+r�3��t will be mad� for remav�l �f �ll fire hyde�nls, 9a�e �r�l�es, 1� inch �nd larger. �rtd sanGtary s�:�+�r r�a��o��s, r�g�rdEes� +�f loca�i�r�. Payrne�t �rill be rnade ��r �al�agie�g, �k��nd�rring anci�or remavifig �il ��#�rer exisRar�g fa�llili�s wl�e� said facility is nok t��ir�g �ep����d ir� tl�� san�e krenc}� (i.e_, wh�n rern�v�l r�quir�s a 5�parate krer��h�. D-��o- i7��`��T�16L� 1N�RN�A1� 7A��� Dele�table �anciergrou�rd urilily� warrring t�p�s w�ich ��n I�� locat�d f�orn �h� sur#�c� by ��ipe det�ck�r sh�1] �e Ir�staRle� di��c��y a#�av� r7or7-n�ekall�c wate� and �an�#ary sev��f pip�. The ��l�c[ab',e ta�e �ha�i be "f��k��! Tape" r���ufac!�,re�1 by All�n �yste�r�+s, Jnc. �f a�proved �q�aE, and shall consi�� �f e r�1il'1ra71u�31 th�c�Cr�nss �i 35 mHs solid alt�rr�inu+7� foil �r�cased an � pr�t�:��ive f�ea� �iaskEc ��ck�l I�ai k� irnp�n+rous to �11 k�ow� alk�li�. aci�s. chem�c�l reagen#s �nd solvenis #o�and 1n ��re s��l. T�re �r+irrirnum over�ll khi�k��ess oE EI�� k�p� s�al� b� �,� n�ils, an� I�+e w�d�h s�ra�l r��t be k�ss 4h�� kwo Rnches wik� a mir�irn��m unil wei+�hR of 2'�� �oundsJl �nrh�10�'. 7h� kap� 5haal be color �od�� a€�d �rnp�ir7te�l wath #he m�ssage a� f�ll�ws T�r�e .-of �Jtr`lit�! VVC�L�� �o�or C�de �afe�y Biu� �e�r�ds {:�u��on! Buried +�1V�t�r Lirse 13�Gow �ew�r Saf�ly �rea� �autkar�! Quri�d ��wer ��ne �elow inst�ll�iior� of de#e�!a�le �a�es s�t�ll b� {�er rr��nufaci�re{"�s re�om�ne:���k�s�r7s and shali k�� as close t� Ih� grad� �s is �r�c�ica� ft�t optirrturn }�rot�c�i�n and d����ta��ili�y Aalow a mi�i{nur'n af �8 in�l��� h�t+r���n th� zape and #he pi�e, ��}rm�nl for work s��ch as k�a�kf�ll, b�c�ding, blv�king. d�le�#�l�i� �ap�s, �nd �ll okk�er asso��a�e� �p�ui�enances r�c�uie�� sha11 b� e�7�l;�ded in Ihe �n�C pric� bid for �h� �pprapri�t� L�rd it�m(s� ruro��� � 5�-29 � PA�T I�-�P��IA���I�DI�I��V� �-�T PIPE �L.EANI�1� Jo�r��s sha�l b� wiped and th�n �nspect��[ for p�o��r ir�st�lf�fi�r� ��} t�e �n�pectors. �a�h joint sh�ll �� �w�pi daily ��d k�p� clean during irr���IGakion_ �t #emporary ni�ht plu+� �ha�l b� insta[��d �n �I� �xpo�e�l pip� e�ds dur�ng 2�rry per��d of wark �to��ag�. D-�8 BARRI�AD��, WA�IVI�J��, 1#ND FL�Clh��hl R�fe�'ence Par� �-�en���l �ondition�, Sect�an CG-B.8 8���'�ca�ies, Warnings, and Wa#c4�nn�n: A. xlUherev�r �h� word Walchrr�en appears in khis paragra�h, iC sh��l be change� Eo lh� ward Flagrnen, B_ In lYre fitrst ��r�g�aph, Iln�s fiv� (5j and sGx (��, c�r2�ng2 1��� pl�rase "t�lce �li su�h o#h�r pTecautionary nti�as�re�" to "tal�� a�l r��sona�ble n��essaiy measures"", D-59 �l�P��A� �F �POILJFILL. N4A1I`�RIIAL Prior to ff�e d�s��st�g af ��y spoialflll rrrat�i i��, k�� �anlract�r s��ll �d+�ise �h� D«�ct�r of �r�giri��rinq €�e��rEm���, a�lang �s !h� ��#y o# ��rt VUor#h'� �loot� F'��in �qdministra#�r ("Adm�n�stra#�r"), af t�e I�catio� c�f �IC s�tes �nrh�r� Eh� ��ntrac€�r �ntends to di�pose of such rna�enal. �onEr�ctvr shall r��t dis�ose of sa�ch mat�ri�� unkil kh� pr��os�d sites h�ve E�e�� d�t�Tniir��d hy tf�� Aclm+n�s�ra�or �o m�e# �he requirern�r�#s of Ehe F[o�d Plair� Ordin���c�� �f �I�e �ity �F Fo�t 1+1�orli� �Dr[�inanc� !V�_ 1�Q���, �fl dispasal s�#es rrr�ast be a�prov��f by th� A�rxt�rsist�ator t� �nsur� !ha! filf�ng i� n�E occ�rrin� within a flo�dp�ain wi#hout a perfnir A flood�lain p�rmii c�r� b� iss��d +�pan ap�r�v�� vf n�c�s�ary C��gine�rin� studies No fill p�r��t �s ��qu�retl if dfs�osal si�e� ��e n�! In ��loodp�aan_ App�aval af kF�� �onlraC#of'� d�sposal siC�s �hall b� �vid�n��d t�y a le�[�� si�ned by tJ�e Admtr�istk�at�x �t�ting t�af the s�Ee �� nok an a knawr� fl�o� pl��rr �� by a F��o� Plein Fill p�rmi! ��lh��i�ing fitl wi#k�in the ffo�d pl��n. Any expensss ass��rat�d with obta�nrng kh� fil� ��rmif, ir�cR��ing an�+ n�Cessdry Er�g�n��nng stucfies. sha�l be at th� ��r�kra�tor's �xperrse. In th� �v��C ���# khe �o�kra��or dispo��s of s�oil�f�ll rn�ter��l a# � site +n+�kh�u� � fill ��r�r1�l �r a le�tee lrorn th� �drrlsi7rs�r�#or ap��r��lrtg !I�e ��sposaJ srte, �pon ��IiK�Cak��n by kk�� Dirsctae ❑f kn�ine��ing f?epar#rr��n�, �onk�ac��r s����l r�rr��v� lhe �pa�l{#ilC maC��ial �t its exp�ns� �nd disp�s� �f s{���� rn�teeia€s tr� �cc�rdance with iY�� Or�i{n�nce� of the �tty an�l t#�F� sec#ion, D-6� M��1�1�1�1l�� Af�� N1A��RIALih�EhE"� I�I��V Th� �vntraClor �hall k�e rer�ulred C� �x��:4�#� a re��as� of ine�h��llcs �nd ar�atenal�n�n's Irerts �p�n r�ceip# o� payment, p-�1 �U�i�TI�UT�Oh�� �he speci#ications f�r rnaC�ri�ls set ou# �h� minirnun� �Eandard �f c��ar�ty which ��� �it� �eli�ves neces�ary t� procurc� a s�R�sfaclory p�-ar�ct. fVo suE�s4�lutions w�ll be p�rm�lEed urtlil ##�e ���rtra�t�r 17�s �ec�ived wr�t[t�r7 p�rmr�sion nf the Er�g����r to rr��k� � s�i�sti�uC��n far ll�� r�tateTi�� which has been spec�fi�d. VUh�re the I�rm "�� equal"', �� "or ��pr�ved e�u�l" is �sed, ik is �nderstoad �t�at Ef a rr3aier�al �roc�uc+, or pier.e oF �q�iprne�rs b��nng l�r� narn� so �se�t Gs furr��s�ed, �[ w�ll �e �p�rovabl�, as t�� par�a���l�r tr�de �rarrie was used ��r l�� ��rpos� of �s#�k�l+sl�in� � star�dar� �f qu�fity acceptabl� �o kh� �iky If � pi���uc� �f any oth�r r��r�e is propas�d for �se, th� �r�gFi�eer's �p}�raVal tl�ereof rt��s! I�e oh#��n��l #�efore F�� �ro�osed sub�#ik�,a�e i� pr�c�rr�d t�y a#�� �ontractor. lN�rere the ler�r� "or ��ual", �e '��e ap�rpved e�u�l" is na� �sed �n t�e specificatic�r7s, l�is d�e� nat r��c��sasily exclude al�err?�s�v� iCerr�s �� materkal or equipr��er�l w[��ch m�y a�cornpl�sh �he an��u� S�-3� PA�iT D - �P��IA� ���lDITI�I�� ir�t�nd�d puepos� Wvwever, t�� �vntrac#or �hall h���� tl�e ��IG res�on�Gbikity ot praving #h�t the �rap���d ���bst�tution is. �n facl, equ�l, anrl ihe �n�ine�r, �� tI"E� f��1��5�31#�tkV� Of t�� �4t�, shall �� ih� s�le juage of lhe accep#a#��IIly �� �ub�ti�u�i�e�s. �1�� provis�or�s af this s�Rb-s��tiorr as �ei��ed t� "subs�iCutionsy shall {�e a�apl�cabl� tt� �I� s�cti�n� �f kl�es� sp�cif��atkons D-6� PR���QN��`RI��TIDN T��,�1ll�lON kI��PE�TION �F �A�VITARY ��VY�R A, �ENE�A�, Pr��r ta the r�c�ns#ru��i�ri, A�L se��ia�� �t �xis#r�� s�nttar}� s�wer I�in�s l�r be af�and�r��d, r�moved {exc�p# wfro�e bein� tepiac�d in ti�� s�nti� lo��#Eorr}. or re�t�bili#�t�d {Pip� er7E�r�err�er�t, c�red-Gi�-�I��e pipe, fold ar�d f�rrt� ����, sli�-I�ne, �#�,}. sh�1C be cl��r�ed, �nd a tele�vi�i�n insp�ction perfarmed lo i�entify any active sew�r servi�e �aps, other sewer I�t���ls anci khei� localioa7, 1Noric sh�l� c��sist of furn�sE�ir�g ��I I�bor, rnat�rRal, �nd ey�i�rn�nt r����ss�ry for the cl�anir�g �r�d insp�ctian of the sewer line� by me2�r�s of �losed circuit #el�*�i��or�, Salisfactary pr�c�ul��ns �halt be �ak�n to proEec� Il�� sew�r lin�� frt�n� d�rr�ag� th�# �r�igC�k b� i�rfiict�d by tl�e �m{�rpp�r use �� cEeanin� ���ipm�ni. i, HI�H ��i.��17Y .�ET {1�'�DRO�I��A�I�J�j �QUkPi�iEi�T: Th� hig17-v�loc�#� sew�r I�ne cE�a�i�g equipr�ent sh�il b� coi�s�ruc#�c� f�� e�sy and sa�e �p�ratio�_ Th� e�u�pr��r�t sf�all also h�ve � s�lact��n o� twa ar mor� h'r�l�-v�l�cit�+ nc�l�s. The nor�f�s shall I�� ca�ab�� of prq�u��rt� a s�ouring action from i� to 4� ��gree� in all size lines �esigr�at�� t� be ���ar��tl. Equipmer�t shall aiso ir�cl�d� a high-vel�cFty g�n for washing and sco�,rint� man��ofe w,�alls �nd flopr. �'he gun shall be capabf� a� p��qducing flaw� fr�� a fir�e s�r��+ to a solid strea�r�. T�� ��u�p���ni sh�l] car�+ i!s own waler #ar�k, �uxiliary er��ir�es, pur�ps, �nd hy�rauli�ally drrv�� h��e ree�, F-��drau�icalfy Propel�e�l �t��i�m�n# si�a11 �� o� a n�ova�l� dai� ty�e ar7rf 1�e cons#�ucte� in su�h a w�y lhat a p�r#�on of #he d�rri m�y be �allapsed a� any #ime dur�n� �I�e clear�ing ��er�#i�n ka pro#ec� a���ns� fload�ng of �he s�wer The movab�� tlarr� �h�ll be e���l �n di�rr�e#er araunr� ih� o�rt�r p���phery to ensure rern�val of gr�ase. I� s�wer clear�ing �alls �r oxl�er e��i�prner�# wh��ri c�nn�t be col���s�� is u�ed. special �re���t��r�s �� �revertt ft��ding �� [he seweFs aead pub�ic or pri�ake �rop�rty shall �� laken TI�� �low �i sewage 4]res�nt :n the sew�� li�es s���ll b� ulillz��i l0 pr�V+de R�cess�ry #luid for hy�r�ufi� CIe��1r�g d�vi�es wl�enever p�ss�#�fe_ �. �L���3��,1� �R����URE�� The d�si�nat��! sew�r rn�nhales shal� be cledn�d usir�� ��gh-v�lo��ky j�k ec�uiprnenl, Th� e�s�ip�r��n! Sl��ll be ��p�ble �f rem�ving d�rF, gr�a�e, ��ck�, s�r�d, �nci o�he{ m�lerial� and o�s�fuctrons �r�rn i�e s�wer lin�s and rriar�hol�s. If �I�at7m� �f �n enRRr� secl�ar� ca�not b� s�rccess#u�ly perf�rrn�d ?rom one n�anhc��e, the �q�iprner�t �halr b� �e! �� ��7 �he aiher m�nF�al� ar�� cl�an�nr� a�ai� �t�e�r�p��d if, again, suc��ssf�l �lean,ng V�nr�ot be �erfc:�rn?� or e�ui;�n�ent fails [� irav�Es� the ���k�re i�7ar�h�le s��tioi3, �k ��;II b� �ssurr���l khak a rria��r G�ncka�e �x�sts a�7d ih� c�eansng eff�rk �haRl �� aband�ned V1�f7�n �d�iitror��l q�,anfik�es� af wa�er fr�m fRre hyrfra�ts is ne��s��ry #� avoid de�ay in r�ortr��2 workri7� procedur�s, !�e waker shall be co��erve� an� not �s�d unR�ecessarR�y. P3� fir� h�dr�nl shal� b� s�txstru�l�t1 �n Case of a fsre in �I�e area s�rv�ti by lt�e hydran�. Be#a�e u�iri� �ny w�t�r ir�rn khe �i�y W�#�r I�F�EfibuE��n �yst�rn. �he �antrackor s�ret� �pply ��r �ne� r���fvt; }�erm���i�rt fr�m the 1�Id�ter Deparlm�nt �i�� �o�rtracior shall t�� r�s�or�siC�l� for #he w�k�r rry�ter �n� felake� �hacges for kr�c s��u}�, incGu�ing �I�e wak�r usage bill, A!1 �xpenses shall be co�s�der�� incEde���l i� cleaning, 3. �EBF21� RE�+1C}�JAL �I�D �]E�F�O�AL: �lll s�ucEg�, dirt, sancf, ro�k, grease. and �l�+�r solwd ar semrsolid �rrat�nal r�sultti�g f��m t�� cf��ning O�Ef81i�k'9 shalf �e remav�d a� th� da�+r.strear;� man��E� of I�r� s�cE�t�n being clear��d f��ssing rr��k�rial fr�tn manl7ol� r�o�r,or ��-�� �AF�T D - �P��lAL ��hJDIT���I� se�ti�r� ta man��le se��ion., whic�, coutd ��us� lir�e sEt�pp�g�s. a�cum��ations of send in w�# wells, or dam�g� pu�r��ing �qu�prn�r�t, �hall r��k b� perrn�tked �3, All salids ar s�r�is�iid r�sulting frorn the ct��ni��g �per�#ior�� shall l�� removed from th� si#e and d�spase�{ of �l ��ile de�i�i��#�� b� �l�e �a���nee�. All ma����al� shall k�� re�av�d fr�m the s��� na fes� ofter� tha� at #h� �r�d of �ach �rorkday and ����aseci of at n� 2�ddi#iai�a! c�st to t#�e ��ty, 5. U�iD�R N� �1R�UNl�T�IN�E �WA�� S�WA�� �� ��LID� k��hA�1fEQ T�IER�Ff�01�1 B� C]UMP�D ��170 �T�EET� OR INiQ DI���I��. �A�'�H �A�IhJ�, �TO#��r1 D�tAI�l� �R �A�kGTARY S�UV�R 11+i�11�ki��E�. C�_ TELE�IG�1�h! I�l����`Cf��l EQ�JIPME�lT: Th� t�levision c2rr7�r� useck fo� the ins�ectia� S�12JI� �1$ Ofl� $�E�'iiflf'.c'�II� C��SE�f1�� �fl� �or�sttuct�d f�r su�h ir�sp�ci��n, La�hling for th� c�rr�era �halE �e su�#��rl� to �IEow a cle�r �rrcture �f the enkir� ��riph�r� af ��e p�pe, ��e �arr��r� �hall b� op�rative in 1 Q(l°1� hurn��lt#� c�nditions. �he catrrcr�, tel�vts��r� m�n�#ar, and o#��r compan�r�fs �f the vGd�o s}�s[ern sh�li be �ap�b1e af p�o�l�icir�g �icl�re r�ualF#y lo lhe sa#isfa��ion of �E�e E�tgine��; and i� unsa�i�f��tory. ���i�r�l�r�t �h�l� [�e r�rr�ov�d �e�d rro p�y�er�i will b� rn�d� for 2�e� �r�sati�#act�ry Gns���t�on. B, ��E��TI�N; TEL�VI�«�,I IfVSP��T��hl: TI�� cai�era s�7�ll i�� maved t�r��g�r Che I�ne in either difactFarr aE a rr�t�d��ate rate, stoppin� w#��n r����ss�ry tb permik pr�p�r d�cum�r�ta���r� Qf arry s�wer servi�e taps. Irr no c�se will i�� t���vision camer� k�e puf��d at a sp��d grc�t�r t�ar� �0 feet p�� r�tiinut�, I�+l�nua! win�hes, �aw�r w1n�Fre�, �"1! ��bie, a�rd pow�r�d �ew�nds or oth�r d�vr�es t1�2�E da not �bsEru�t the carn�r� v��w or inke�fer� �rith p�o�er €#ocurr�en�atrqn sa�all b� uSe�E ko rn�rv� the camer� throu�h l�r� sew�r line. 1Ni��n man�al�� apera��� wir�cf��s ar� use�i i� p��l� tF�e :elevision can�er� IY�rough the line, Eeleph�r��s or t�ther su�Cab�s Rt��ans of �or~�m�rniCa#ions �Y�ail t�e seC :.ap bclwc��n lhe kwo r�nanhol�*� o� lY�� s�clian he�ng in�p��l�d 4a �nsur� goad r,c�m�n;�r��catior�s b�#weer� merr�b�rs �f #h� crew The ir��aarlan�� ot ac�ur�le �Eisi�r�ce trtie�s�aremenls is e�r�t�����i��d AJI lelevis�on i�sp�cG�n vi�l�o �ap�s sl�alt ��v� ��t�t�#�g� �a�n�ee, Mea�urerr7�nt for Io��l��n o4 sewer s�i�vG�e ta�� �halk be ahov� grourFd #�y r�7�an� �f rn�#a� devrce. Nia�k�r7g on #F�e �abl�_ of lhe lik�. which w��al� requfr� �nterpolalioR3 for depih c�! �nanhok�_ wrll n�t be all�w�d F�c��racy of �he �i�t�r+�8 rr�etee shall be cl���k�d b� �rs� of � walki�� ��i�r rol�-a-iap� or aiher s�itabEe d�v�c� ar�d kh� 2�c��r�cy shz�lt be safisf��lory to th� �r�gir�eer, �'he �I�y rnakes no �u�ran�ee E�ra! �El of aY�e s�nrtary sewe�s to b� ���ter�c� are �kear far f�re j��S5��� �� 8 G,3fil��e7 Th� ���#F�o�ls �sed �o� se��rl�sg p�ss�ge or kf�� �arr�er� �re t� be ak k�r� optio,� of kh� ��r�tr�ctof. �17� ��sk �� r�krFe�r�nq lhe �eC�v�s��n c��era, ur�der all �irc��ms��nce�, wi�en iE tr�corxres Ivdg�tJ d+�rin� in�pecE�an, shaGl b� in��d�ni�l to �Te��visF�n ie�speciian 2, DO�U�u1�IVTATI�fV Televisio�r Jr�s��cE�on Lag�� F'rin#ed I���tion recards shalr b� kept by the �or�tra�#�r �nd w�ll clear�y show I�� locatior� �n r���li�r� {a �n ad�ac�nt manh�l� a� ���i� s�w+�� serv�c� ka�s abserve� �uring onsp��#iot7 Iri atldiU�n, other p�in�s �� s�gnif�can�� s�ch �s foc�tions �i ur�us�af co�rd�t�ons. ra�ks, st�rrr� s�wer �or�n��lia�s. �am�ro� S�-3� PA�T � - ��'���AL ��I�DITI�I�� brol��n pipe, pr�s�n�e �f s�.�ake an�l car�osion, 2�nd o�l7er dis�err�ibl� �e�kt�r�s w�ll be r��orded, and a c�py ofi suc� re�ards wi�l b� sup�Ei�� to th� �i#y, 3, PH�7���AP}�-��; Ins#ae�t c�ev�lopie�g, ?5 rr�rn, or okh�r st��dar�E-�s�e p�oko�ra�l�s oi the �ek�visio�r� �i�ture �� �;�ot�ler�s sl�all b� �ak�n by t�e ��nkrac#�r u�on re�ues� o� t�e E�gin�er. as lor�g �� s�ch photo�raph���� do�s not �nte�f�r� with the C�ontractor'� operati�r�;.. �. 1�IDE0��1P� F2E�ORDIC�fi�� �l�e purpose �� #ape �ecordrng sM��l1 �� ta sup�ly a vfsual �nd aud�a r�cord of pr��l�m �re�� of l�� Ir�es tha# mey �� rep3ay�d 1��dt�o #ap� recor�ing p���+back shail be a# #h2 same spe�d tha# iE w�s recar�e�. T�r� t�l�vision �ap�s shall b� furnisi�et� t� 117e �i#y f�r re�+iew imn�ediateCy upon c�mpletrar� o� the le�ev�5i�n i�sp��#ior� ae�d r�7ay �e �e#��ne[l � rr��xirr�urr+ o� �� caiee�dar days. �q�iarn�n� �hall be �rovid��k #a �h� ��#y k�y #�r� �orrtrac#�r for r�vi�w of the tapes, �a�es wilt be re#urne� io x�re �antractor u�o�r carri�l�#ion oi r�vi�w k�y !he En�lneer Tapes shall ��o# �e �r��ed witho�l ll�� �e�m{ss�on af the �r7gir�eer If t�� #a�es �r� nf su�h poar q�al�ty tha� th� �ngir�eer �s �r�a�l� #o evaluat� k�re cor�drtio� �f �17� sewer �ine �r t� 3ac�te service �onnec#ions, l�e �onEract�r sh�l� be reqe�ired io re- #�I�vis� �nt! �rc��rid� � g�atf tape �f tha lin� at no a�diCton�l cast �o ��� �C�ly If a go�d tap� canrrot be prov�d�d �� su�� quali�y lhat can �� r�vi�w�c� by �i�e �ngir�eer. no psyn7enf for t�l��+ising �his pc��#ion sFraU be n�a�e. �Iso, r�� payrn��k sh�ll h� rn�de fot �rortior�s of lines noi l�I�vis�d �r portions where m�nhol�s canno# k�� r��go#��ke� wi#h �he ��levision carr��r�. T�IE ��PE� �F�ALL B� �L�Bf�IITT�p 'f� �`F�� �N�IN��R P�i�R TO ��N�TRU�TI01� FDR REVIEUV l�k�D DET�RNil�IATI�N OF �A��, Up�n carrr�Ee�ion af r�vi�w of the ta��s b�+ th� En��neer, ��� ��ntrac#�r v,�iEl b� nol�fied as t� wi�ich �ec#ior�s of the sanit�ry sew�r ar� ta b� corr�c�ed. Tapes w�ll 1� �etur��d t� the �onleactar upar+ cornpNe��on of revie�r by lhe �ngine�r. f5,ll cosis assaciated wi#h thFs worJc sYrall b� ir��ide�s#a� la �;n�t prices b�d �or iter�}s unri�r Tel�vision Ir�sp��tion of ii�e Pro�osal. �. �AYlV��NT �� ���AI��hlG AhJD PRE-��N� � RU�T�Qk� T�L�VI����l IhJ�P��TI�iV �F �,4Q�,i1TA�Y ��WEF�S 'I'he cosi for Pre-�o�slru�.tiorl �le�rlin� �r1d 7�levis�o� irr�pe�#ion of sant#�ry sew�r� sf�all h� p�f Ilrr�ar faa� of sew�F �cCually I�lev�sed 7he �an�racEar sF�all provide Il�e �r�gine�r w�kh f�p�� Of � quali�y k�ak tF�e. ��r�i��il�� p���� of s�w�t ��e� h� r�adily �+ral�ale� as �o �xiskf��� s�5wer c�ndr#ivns a�d for �rr�v�ding a�prapr�at� m��ns for review of 1�� tap�s i�y #h� Er�gine�r ��,�ludin� c�lle�t�on and remo�+a�, xranspor�ak�on �nd s�isgo�al ai sand and deh�is fran� the scw�rs ta a i�g�3 dump sGle Televrskar� inspectGan s�al� ��rc�ud� tti���ssary ����rrir�a �hydra�al�c jek �r m���ran�c�l �a��rr�r) #o provEde vide� image eec�u�red for lar�� analysas The peirr�ary purpas� of cl���i�g �s for l�l�vision irt�pecl��n and re�:a�il�i�[ion� when ,� p�rlion of a lin� �s ��ot o� cai�e�at lae re�evis�d �r r�i��i�iC3k�ia�i. E�se cleaning oi 1haR �ork�or� �f a�re �hail �e rncid��Eaa and e�� paym��rk shatl �� rrrad�. The �i#y makes rs� �uaraniee �h�t all of �he s�n�kary sew�rs to b� ��ter�d �r� �le�r for ihe �ass�g� �# � c�rrser�. The �netF�ods us�d for s�curing ��ss�g� af th� cam�ra ar� #� be aR ih� �p�ion of tPte �or�kracsor �rt� k�e �osfis rr��st k�e ir„luded in Che k�id �rre.� f�e �f`1! �o�osr�7 ��-�3 � P�q�T D - �PE�I�,� ���lDI�`��1V� lr�sp��tior�s fihe ��st �f r�trievirrg th� 'f1J ��mera. �nd�r a�l crrcurrY�#�n��s. �+h�r� il be�omes E�dg�d durin� i��spect�or�. sk��ll b� i�rcid�r��a� to TIC In�pection. Tk�� i#em s�rall also ir�ca�ade ��l co�#s �� �na#a�ling ar�� mair���inin� �n}r bypass p��mp�ng r�quire[� �o pravide ��f���le, re��lar s�w�r s�rv�c� ta tF�e ar�a re�s�den�s. AI� bypass pun���n� �h��t be ir�cMdenx�i to th� pra����. D-�o-3 VA,�1„�UI� �`ESTIN� O� �AI�11`�##�1� S�IN�R MAF�HUL�� A. �Ef�ER�I�, 7'his atem shaii gaver� the u����rn Ees�ing o� all n��+i�+ constructed �anrtary sevw�f m2�r���ales_ �, �}���U��O#�: "� 7EST PR���DU1��' M��hoies s�rall be #esked with all co��ne�tions in pl���, �af4 hales sh�f! be �lu�ge�. artid �ll d�op-connectio�is �nd g�s se�l�n� c�nne�tions sh�ll b� insk2�lE�d prior #� �estir+�, T�r� s�w�� 1i€��s er�#�r�n� the r�anho�� sd�a�l be plugged and I�r�ced l� prevent k�e pl�gs �rarn ber�� drawn anto t�e manh�l�. 1"he �I�gs shall b� ins#allc3� in the lines beyo�d th� dr�p-cor�r�ections. �as s��l�ng �a�r�eckrons, �#r„ 7h� #est he�d shal! k�� p���ecf �r�s�de the fr�rne� at the ka� �� �h� m�nhole and infla#�cf in �c�ordan�e with tF�� t�arau�a�turePs re�orr�menc#ations, �l va��um �f ten ir�c€�es of m�rcurY {1p"Fig� sF�af] b� dr�wn ar�d t�e vac�um pump w�l� be I�rn�d o�f. 1Ni��r the vaEve clo��d, ll�� levei o# vac�r�rn shalC b� re��i aftee f�� r��uxred �est tirn� Th� r��u�r�d #est #Frna s�a�l b� d�termined from �h� T�ble I b�law �n ac�a�dar��� v�iEh ��T�V1 �1 ��#�4-�3; 7able I l�IlNil'VaIJ�11 TIME R�WiJiR�� �OR V�1�iJ�.IM DROP oF �}� H� {��'°H�. - �"��� ���c� � D�p#h t�f �H 48-1�ch D;� 60-Jr�ch Dia { FT. j Marr�ro�e f�}an hol� 0 lo �1 �' � 8' ry �yr c wr ��� ��� z�� 2�' 3Q' Fof Ea�F: ActfJilian�� �' 2 �r+ros�o r �0 s��. �5 sec, �� SS�. �3� S�C. �� SOC. U� s�� �� s�c 7� soc. � sec, �� ��� 5� sec. �� SEC. T� SEC. i8 S�C �S sec � 1 s�c. �8 se� 6 sec. A����7AN�;�,: T�e rnan��l� sl��ll b� c�nsrdere�l acc�p#�Eal�, i[ th� �i�s�p irr th� I�v�� �f v�ct�u�'n is less ai�ars one-in�h af rrrercury �1�. �19� aft�r R�r� e�qurred Eesx l�me A�ny m�nf��l� w�ich ��i1s io �ass the �i�ifi�� !es! r�n��� be r��aired wikh ��u��able rrr�x�ri�l w#�ich �orrforrns �o If�� c�ar�str�ck��n ma�eraa� of #h� mar�i�o�e. The manf7ale �h�l� be ret�sterl as d�scrib�d abov� unkrl ii �as succ��sfull�r �as���i khe [est S�-��4� � P�f�� D - �P���A�L ���I[��TI��I� - ���lowang ��rr►pfetlon ai � succ��sful ��sl, ih� rrxar+hol� sh�ll 1�� re��ored #� �ts r�oemal c��tli#ion, a!I temp�rafy plug� sY�al� h� femov�t�, al1 �ra�es, ��jui�ment. �I�d d��rE� sil�ll �e remov�d and dispos�cl �f �r� a mani7er satis���t�ry ka th� Er�gineer_ �, PAYN��e�1T: Payln�r�# #�r v��u�rn �e�ting of sani��ry ssw�r manh�le� sh�ll be patd �� the c��rtfac# �f�ic� �ef �a�� v2�cuum kesk, Tk�i� p�ice ��7�11 in�Ru�� �II ma���t�l, t�ba�, e�}�i�rrrefl�, ar�� a51 ir+�idenl�ls, ir�clu�kfr�g �Il �yp��s �urr��in�, requ�r�d to �orr�plete I�re t�s� �� s�ecifie� Yrer��n. D-6� SY�AS� f'U�flPIP1Ca �J`h� �or��ract�c shall t��pa��s �he s�wags �ra���i the ��clion �r s€�c�ions �f ��wer to b� rehabiliEa#ed a����r ��p�ac�d. T�� ���ass sl�ak� 1�e r�nad� by pEu�gi:�rg exis#ing u��tr�arn m�nhale �n� p��n7�ing Eh� se�+age inlo a do�vns����rrr rn�n�3�!� �r adj�cenl syst�rr+ or ol���e met�od �s r�a}� Yr� a�p��v�� �y th� �ngir�e�r �h� pu�rrp �n� b�+pass 1�r�es sha�1 be o� ad�qua�� ca���'iy �n�# sw�� t� h�t��le #h� fE�u�� w�tYrout ��w��� bacic�p accur��n� to f��+lix�es co3�i7e�ted #o #F�� sew�r. Pr�vws�ons s��ll b� made �t clr�veways ar�d s#r��# crossir�gs to permiE safe vehicula� tra��l wikhout interr�ptir�g flow in �he k��+pas� syst�r�� l_lnd�r no circ�rr����nces wiMl I�r� �o�r#r��tar b� p�rmitt�d �a tiiscT�a�g� sew�g� ir�#a the tr�nch�s_ Payrn�nl s�+�ll b� Gnciden#al �o reF�abili��l�or� or repiacer��n� of �ri� sew�r I�ne, p-65 �D�7wCON�TRU�71�N �C�LE111�10hk Ih1�PE�TION OF �A�JITARY ��INER �, �EiV�R1�t: Af�er �onsir�ctian, A�� s��tions �� sanitary �ew�r i�n�s sh�ll i��ve a lel�visiorr ir�spec��o� p�ri�e�ned. V�Jarl� s�r�lr c�ns�s� r�f iurr�ishie�g �Il lat�ar, rn�l�rial, and equi}�rn�nl n���ss�ry f�r inspe�#�o� ot �Yre sewer lir��s by rneans vf c��sad cGrcuit teCevasa�n. �ak�sfac#ory precaulions sh�ll be tak�+� l� pra�ecl t�t� sewer lines from dam�g� th2�E mit�l�l b� infli���d by #he �m�a:�per ��� o� �I�ansn� �quiprr�enk. 8, iEL�Vi�EC�N I�����Tl�i� E��l1PN1�NT 7h� tel�vis�o�s ca��era used f�f 117� ins�ecti�n �hali b� �r�e spec�f�caliy designed a�d cans�ruc#�� for such �nsp�claor. L'sg�sti�rg for !�� car���ra sl�ail be o�erative �n �Q�°l� h�rnidrly Condat��ns_ Tf7e c�rnera, ��levis�on martit�r, an� �ll�er coi3i�or��nls of i1�e vsdea systern sFrall b� c�pa�le o€ pf�d�c�ng p�cture q�ali#y lo #h� saRisf�cslc:� of �he L-n�ir���r, ar��i i# s�nsa�isfackory, e��ipmei�l sl7�ll L�� rem�ved e�� r�r� payrn�ni �+il� k�e �n�cle f�r an uns�fisfact�ey ��s�peck�on. � ��E�UTE�hI: 'l. TEL�VI��b�l INSPE�TI�N �`h� c��r�era s!�aN �� rnov��4 1�3ra.��t�� the lir�� �n ��tl��r dir�c#ion al � mad��ate �at�, skoppi�g wher� n�ce�sary tn permia pro�ef documenia��on of �r��+ sew�r servic� Ia�s Ir� n� c�se v�i�! il7e terJcvision ��rn�ra k�� pulked at a sp��d gr�atee khar� �0 ie�l �er �r�rr�ul�. h+}�nual winches, p�wet �+in�h�s TV �able, a�rd po+r��red rewir�ds �r o#krer d�vic�s k�:a� do not ob�tr�,ct #h� carn�ra vi�w or �n�e�#er� wiih �roper docum�nt��a�� shall be �,sed t� Mr�ov� #t�� c�m��a theough the s�+�e� lin�. UUhen manu�lly n��ra#ed wmches a�� �sed #o �u11 !�e televas��n camera ��rough lf7e I��re, teleph�r�es or �Kh�r ��aik�t�ie me�ns of comm�nica#ians sk�ail I�e sel uo �e#w�en 13�� tw� manhoi�s �f th� s�c�ion berng i�sp�cte� #� ��sure ���d �ommunica#ions k��tv�ree� �embers of t�re cr�w The l�naorl�r��e �f a�cur�#e �iisianc� ��as�,r�mei��� �s emt�h_�����d_ All t�l�visian ir�sp�ckian wd�o t��es shall h�ve a fc�otag� co�in#er Meas���rr��nt f�r lac�#ion c�i s�w�r s�rvic� #a�s s�alt he ��ove g�a�nd by m�ae�s of m�t�r dev���: N��rkin+� an the ;�I�I�. o� ,�+o�rar ��-�� ���r � a ������� ��r�a��i��� !he like, whicl� wouad �e�u�re inter�al�#�an far de}�t� �� man�o��, vuill n�l be �llt�wed, Ac�uracy of #h� d�stance met�r s���l t�e checkett E��+ use t�f � vualkir�g rrteker, roki-�-����, �r a��r�� suitabf� dev�ce, ar�d �he acc���c� shall b� s�#i�f�c#�ry k� the ��gine�r. Th� ���y rtt�k�� n� guaran#�� k��� �11 �# �F�e sarr�taf� setinre�s to b� entered ar� �le�� f�r th� pa�sag� o# a c�mera. Th� m��h�ds �s�d fa� s�et�rin� pass�ge �f the c��r�e�ra �fe �� b� �# ti�e aptio� af the �ontract�r, The cost ar ��tri��+rng the �el�visiar� cam�ra, �nder �II ciec�i�nsl�n��s, when I! b�c�rries lodged during ir�spection, shall b� in��d�nta� ko Teievision inspect�on. ��nikary seWer rr��ins �nust !�e laced wl�h �no�g� waler ko fi�l ail low pi�ls. The x�k�v�s��n Ir�spec�"ron mu�t f�� r#ar�� �rr�r�n��f��#ely ft�llow�ng #he ��c�n� of the rna�n with n� waR�r �low, If sewer is a�ti�+�, fEow must ae restri�ked to provic�� � cle�r irr�ag� of s�wer b��r�� Inspected_ �., DO��I�M���ATi�N� T�Cevis��n Ins��cti�n Logs Printed lacatron r�cords s�rall �e kept �y l.h� �o�rtr�c�or ar�d wilM c:l��rfy show th� ��o��ti�n �� relation to ae� �cija��n# marrh��e of �a�h s�wer s�evi�e ta� abse�ved ciurin� i�s�ect���. Afl l�l�visio�r �ogs s��ll be refe�ence� ta stationirtig �s sttown �� ll�e pJ�ns, ��:opy af l�rese ��levision Jogs wFll b� suppJied to tl�e �iky, 3. f�HOT��F�A��f�. Insian# �ievelop�n�. 35 ir�rn, �r �kher stat�dard-s«� p�o�ogr�}�hs ai li�� #�I�v�s��n }�ick�re ot pr�bl�ms s�r�ll t�e tak�n by l�e �onfractor s�pon req��sr of th� Er�gir�e�r, �� lor�g as such �ahot���ap��irtg does �r�t �ntee�ere wil� Ih� �ontr�cto�s �peratior�s, �, 1l�D�OTAi�E F�E�C�F��]f N��; T�� �urpos� �f C��e r�c��ding s�rall be ta sup��y a v��u2�1 an� a�d�a r�c�r�4 pC probi�m a��a� �f �Y�e lines li3a! r�ay b� r�played Il�d�o #��e re�ort�ing pla�+backc s��ll be �t the sam� s���d thak it was r�c�rded �`h� xe�evisior� ta�e�� s#��ll b� fur�risF�ed #o #he �il}� for re�r�evu imrri�di�t�lp up�n cornpl�tior� oF the t���visio� ir�spe��ron ar�d may k�� r�tain�d a rr��xin�u�� of 3p ��I�nd�r days �quiprne�# sl�a�l b� �ro�+id�d k� �he �iEy #�y Ih� ��r�Er��t�r f�r review o� Rhe ��ap�s, Fapes will �� �eturn�d Co t�r� �ar�lr�clor upc��� corn�Eel��� of r�view by the Fng�n�er, Tap�s shalE n�t b� erase� wik�o�� rh� �e�rrxis�s�an of the �ng�r���r If �he lap�s ar� of su��� q��� �4aalil� lhai tt�� �r��ine�_r_is un��le Ev �vai�ake r�� �ondil��n �f il�e sewer lirre or i� I��at� serv,i.ce cann�cCRar�s, kh� ��n�r�cl�r sf7all b��r�9��red to r�- tc���vis� �r�cl�rov!de �r qo�d kape�...�f. the Irne af r�� ad�i�Cian�,] cost Co the �ilv �F a g�od tap� car�nos �� provided a# �u�� quaiiky that car� be �ev+�w�d by tt7e Cr�gin��r, na �aym�nt for #�le�isi�� this p�rtior� shr�ll he n�ac�e 111s�. �r� payrr�e�k shall �� rr���le far p�r��ons o� lan�s rtol ��ievised or po�kiar�s wh�fe m��rhol�� �ar�naR k�e r�ego#iat�d w�#h� Ehe tel�visi�n camer� I�, I'AYN1�=1VT OF f�O�T-���V��'RU�TI��V TEL�IIC�I�tV ll��l����[OFV �� ��INIT�qRY ���l�R�� The cas� for p�sk-c�ns�ru�tinn Tel�visron �n�p�clion of s�n�tary �ewers shall #�� per iine�e faot �� s�w�r �af�v�ser� �he �onEra�tor s#�all prov�ti� khe ��gin�e� wlfh ta�e� af a qu��ily �i�at ��re part��;�far pi��� �f s�w�t can be re���ly �v�l4rat�d as to se�w�� corrdi�io�s arrd for pfovi��ng appropri�t� rr��ans #�� re�+iew �f �h� #�pes by �i�e �a���neer Televi��a�� ir�s�e�i��n s�all ir�ciud� rte�����rp ���anr�+� {k�ytlr�ul�c �eC �r me�h�nic�! clea�r�r} to pt��+it�� vrde� rm�ge r�qe�i�ed for lin� �r�afys��, T�e q��n#i�y o� TV insp�ction shall be rw�o-�r ��-36 ���� � � ������� ���������� rr�eas�r�d as trie t�lal I�ngkt� o� n�w p��e �ns#a�l�d All costs ass�ci�t�d w�#h t�Es w�rk sh�l� k�e incJuded in t�e sppr�pri�t� 1�ici ite�'n - Po�t��ons#���l+�n �'elevislon Ir�specE��n. �h� �t���i �hala aCso �n�l�d� all �as#s of in�kalling a�d ���ntai�,ir�g r�quir�d to provi�e e�liable, r�gu�ar ��we� s�nr��c� to khe ar�a re�id�nts s�alk b� incid�nt�l to #h� �r��ect, D-fi6 ��#NI�'L�� A?JC] �UAL�7'� �ONTR�L TE�TIlVG any bypass purnping . AIE k�ypass p�rn��ng l� ���� �ontra�tor ���al l�,rn�sh_ �t i#s own expen��, cer#ifi�at�on� by � priv�l� laka�rat�ry for al! m�teri�ls pr�pos�d �o b� use�i �r� kE�� pr�jecl, in�ludEn� a r�i�c d�si�rt ��r �n� �s�halk�c and�or I'�rtland �eme�! can�reke ka be used, ���# grad�#��r� �naEysis far sa�r�i a�d cru�l�ed �to�e to be t�se�f �1t�r�g +r�ikh th� r��me of the pit irorn w�rich Ihe m�t�ri�l w�s taken Tk�e cor�#raclar sh2�li �rc�vi�e rrc��u���#�rer's �ert�fFcatEor�s �or ail man�f�ct�r�d i��rn� #c� k�e us�d in lY�� pr�jec# �r�d will b�ar any �xpense relat�d kh���to, : C Te�#5 of t�r� ck�s��n �an�re#� m�x shail i�� rnad� f�y t#�� �on�raclo��'s lab��atory a! I�ast nine days �r�or to the placing of ��ncfete usrng th� sarlti� a�a�regat�, c�rx�ent, ar�d �norkar wh�ch are t� b� ��s�d 1a#er �n tl�e co1�cret�. The �antra�tor shall pravi�� a cert�fied �opy of th� lest resta4�s la ll�e �Gt]+. Q�aiily c�rrtr�G t�stin+� of rn-�lace make�ia! o� �J�is �ro�ecE will be perfarmed by ih� cily �# {!� own e�cp�:��e. Any r�test�ng req�rired a� a resulx of f��l�re af the ma#eri�l #o me�t �xroje�# specificatior�s w�ll b� ak #f7e exper��e a� k�e �onRract�r �nd w�ll �e bil�e� a# comrr�erc�a� rat�s as determ���d i�y ihe �isy T'�� fa�lure of k�� �ik� #� rn��C� any #�sls �� makerials s�ral� Ir7 no way rel��v� th� cantra�tar �i i�� respon�i#�i��ty ta f�rrr�ish material� ar�d equ�pm�nt can�orrnir�g to the rec��arrement� of ih� conitact, D!�!o# les� th�n �4 hour� nol��e s�a�l f�e provid��i to �h� �a#� by k�� �ontractor for �pe�ations req�airin� t�s�Jrrg, �'i7� �onRra�:tor sh�ll pr��i�e ����ss �rtd kr�nch saf�#� syst�m ��f r�qupr�d� #�r the �F#� lo b� �est�d and any w�rk ��fort anvolv�cf is r3e�rr��d to b� in��u��d ir� tk�� untt priC� fvr the ilem �E�ng l�si�d. � T�e C,r�a�kr��#or �I�all provi�.E� � ca�y c�€ th� �rip ticke� f�� each load of fi31 material [l�I�ve�e� to #f�� �ok� s�t�. ��i�� #ick�t shall specrf� !h� name of #he �it suapi�+ing kh� fili materia� D-B? TEIV4PO�ARY �I�DS�O�l� �EDIMEN�f, Al�D V1�AT�R P�LLUTION COI�TRO� A, I����'R€PT��IV �hFs ilem s�al� c�^s�sl of aer��or�ry s��� e���i�r� s�di�nen� ¢nti w�t�r p�llu#ior7 controi meas��res d�8m��1 nec�ss�ry hy tf�� �n�ineer for she �f�ra#��n �f tY�� conlrac� Thes� cankrol n1e���rreS Sh�ll �k r:� ��m� b� uS�d �s ��u�stnu�e Ic�r 11�� p�rrr�dneni c�nteol rrreas�kres unRess o�herwis� direc�erf f�y Il�e �ngan��r arsd It�ey shall �a� in�iud� rneasures Caker� by the ��f�T�A�TOF� !a cor�trol c�r�diiiorrs cfeated b� 2�is cons�r�ction o�ra��o�rs Ti�� ternpor�ry rr��asur�s shaki i�rc�u�ie ��k�s. �ams, berms. s�dFrr�eni k�as�ns, ��t�er fnak�. ����e rrekt�n� k�m�a�r�ry s��cfirrg. straw i���lch asphalt m�iic�r pias#rc lir�ers. rubb�e Ilne�s, baEecf-I��y rel�r��. d�kes, slope �fai��� end �E���r dev�c�s B��N�TRU�TI�N F��QU�J�ENI�C�T� Tfi� �r�ine�r has khe auth��iky xo tl�f,ne er�dibl� sarlh and [he authon�y ko 1imi� ��� surface ar�a of �rodil�ie-ea�tl� rnaterial expnsed hy �r�panng ri�h��of�way �le�rirrg �r��l gruk�bing, t�� surface area �f eradible�•ea��h r�at��ia� �xpo�e� hy excav�tran, b�rrow �ntk tc� �Jtr�ct l�e ���J � Ft�1�T�� ko �ra�+Gde ler�p�r�ry poliul��n-�on���� rn�asu�es t� prev�nl ��r�larn�r�at��n of acijac�nt �krearns, otiter w�l�r c�urs�s. �akes. pon�s a� afhe� areas of w�#�r �r�ipo�Fndment. ���h work map involve t�e c�ns#�u�k�ori of #�r��porary b�rr�rs. dik�s. ri�r�7s, sedia-n��rk bas3ns. slope cira�{7s �nd use o� tempo�ary mulc�7es mats. ��sfnr �� • 37 P�qf�T Q - �PE�IA� ��t�DlTl�l�� s��r��ng, or ather can#r�1 d��i�es or met�rada dffec#��i by #h� E�gir�ee� as necess�ry ko conirol soi� er�sFor�. T�rnp�r�ry p�M��t�on-c�nCraJ rr7�as�res sh�ll k�� �ase[k t� p�ever�t ar c�ree�t �ro��o� that may d�v�l�p d�rring �or�st�uction prio� to ir�st�Gl�tipn of p�rm�nenl �roll�a[��n +�o�#ro� feat�res, �u# ar� n�t a��[a����ed with perman��tl control f��tures on the pro��ct. 7he �rr�ir�eer wlla limst ��� �re2� �� �reparing rFght-�t-w�y, cfearing ��d g�ubl�irrg, ex��vakion and b�rr�w #o be pra�ortio�}�I �� #he �O�JTRA�TOR'� c�p�E�ili#y �nd pro�ress fr� ke�ping #he f�nisl� gra�irrg, mulchw��. seedir��, a�d other su�h ��rmanent �ollutia�-�ontra� meas�re� �urr�rrt i�r a�cordance wikh �he a�cepted �ch��ul�, �hc�uCd S��son�l conditions mak� ���h iim�#a�tions ��re��is#ic. #�m�or2�ry soil-erosion-car�trol rt���s�res sh�ll be perf�rmed a� dire�i�d I�y #he �ngir�e�r_ 1, 1Naske o� di�p�sal ��eas ��td e�nstruction roads sha€� be Ivc���� �nd constr�ct�d an a �'n�nner l�rat wGMI minirni�� #he �mou�t of sedirn�€�t ��tering streams 2 1Nhers work �eea� ar ���aleria� s��r�es �re lt��atet! irr or adjacer�� to liv� �lr��m�. s�cE� are�s s�f��l b� sepa�axed frarn th� slr�am �y �a dik� or �ti�er barfier ko i�eep s�dim�n# from entering a fl�wir�y atrearn. �are shal� be tak�n duxing #I�� cvnstruction and r�moval of su�h I�arriers to rriin�rr�i�� Khe m�ddy1ng �f a slream_ �. A�II w�t�rway� sh�ll be cl��r�d �s ���n �s �rar:ticable of false w�rk, pili��, dsbris �r ather abslruckior�s place� d�rrir�g ��ns�ru�#io� a��ratior+s that are r�ot a par# of #F�� fl�ished wa�Jc. 4 Tl�e �ontra�#or sh�lf iaice �uf�Rcier�� pr�cauti�rr� lo �r�v�nk p�ll�aki�n of �trea��s, 1�1c�s and resefvc�irs wil�7 #��Is, ��Is, bi�u�n��rs. calcitMa�� �hforid� �r olh�r Y�armf4�l rna�erfafs. He s��ll �or7�luc� and sch�d�l� his op�r2�ki�r�s sa �s ta avoi� �r minimi�� silt�tian o� sC�eams, 1�1�es �nd rese�voirs and t� a+��Rd ir�#�rfiererice wil� rr��vemen# af mtgraEory f�sh �_ AJr�A�I,�F�E�E.NT AtV� P�Yh.+fENT A�I w��k. r�7�ter�afs and eyuip�n�n# �7��ess��� ko prnvide ��mparary �rosi�n �oniro! shall i�� �onsid�red subsirt���ry to the c�r�tr��t a���i n� �x��� �ay wiCi b� �iv�.;n for Ihis w�rk D�$ 11V�F���� Ah1D ��R���JOB�7RU��lO�i �F AC�E�� T4 DF�IV�.� �`he �of�kfactar s!-a�ll �r�vs�ie �ng�ess and �gress k� �t�� property b8ing crossed by #his cons#r�,rc#ion arsci adjac�n� prap�r#� wher� car�str4action is i�ot i�� prc��re�s �r�d �t r�igh� Dr��es shal� b� f�f# �c��ss�b�e al r�igh�. nn y�eeker�ds. ��d clufinc� halEdays �he �nr�#r�c��r sJ�all �vr�rJuct his ��:kiviii��s ko ��rni�n�ze abstruc�ion of �c�ess !� drives an� �rap�rty durinc� 1he �ro�ress of ��nsir��#ion, N�lif���tion shall be Rria�� Co an own�r pri�r t� his �friv���ay b�ing r�rn�ve� and�or rebuili. ���9 �l��T��TIOlV �F TREE�, PLl�I�T� 14f�Ci �pl�. Aal properky �lor�� arrd ad����rrt #o ihe �or�tractors" opera#i�ns in��utfir�� I�wr�s. yards. shrubs, �r���, et�„ shail be pr�serv�d or r�st��e�! a##er �orr�p�e�ion of lhe w�rk. [o a c�r�dilion eq+�al to or k��kEer #��n �x�sl�� pr�ar [o s#�ri of w�rk. Arty t���s or oiher lanascap� f��t�,r�s s��rr�� or d�rn�get� b�r ��� �ontracl�r�� c�per�tio�rs sF�a�l �� rest�r�d crr r�p��c�� a1 tf7e �orrtract�r's expen�� Tr��m�ng or prun�n� #p f�ci�ikak� tl�e work wi�l �� p�rrnitte� anly by �xperienccd w�rkmen in an a�apraved man�rer {Na [rimming or pru�ring wati��ul the properky awn+e��rs' cona�nt�. ]��ur��d liml�s of �" di�met�r or large� �h�ll t�e Eh�rou�hly #re�led as soon �s possi�le wi�h a tr�� w�un�E dr�ssin� D-7� SITE R��TOF�ATION rarr,sro� ���•�8 PP,I�T � - �P��IA� ��ND1T1��� ��re co�rlract�r shaGl be res���r�ible for re�siarin� the s�#e #o origir��! g��d� �r�d ��n�itio�r afker comple#ion o� hts ape�a#ror�s s�b�ect #a appfoval of khe �.ngirieeF. �`�re b�si� for �pproval by the ��gine�r will be gfade fes�or�tion t� �xlus r��inus �r���i�n�h �Q. �} of � fo�l. D-7� �1TY �F FO�T U�Q�TH ���4iVD�4F�D I�l�DDI��T �I�T P�c,pos�:d ��roduc�s subrni�ted �n the bid rlac�r���nls m�M�� a}�p�a�r ir� the lal��l '��fy of F�r# Wor�h �taRi�ar� Pro�du�t �ast, for the �id lo be cvr��i��r�d respor�sive, Produc�s �nd pr�cesses I��#ed ,n th� "�iky of Fork Wor#h ��ar��ard Prod�cl List. �hali �� co�si��red t� rxie�l �ity �f F�r� 1N�rkh minir�urn l�c�nical r�quir�m�n#s. D-7� �TAT� RE1lOL�f�C�� FUM1D {SR�� REQUiREM��fTS 7his �rOJ�C#, �fl ��d1#i011 to s�andatd �ity ofi F�r# 1�lt�rkh r���irem�r�ts, rna�r involv� ���#�En �kate req��reme�ts, rhes� r�qufrerrtenEs. �f a�pisc�ble. ��� provid�d ii� the following docurt�e�rts arrd sho�ld �1�or�ug�rky b� reviewec� �r�d �ompleEed l�y ���e �anlraclor They �ncl�d�� 1. Ax #Fre ��rne �f ��r�tract Docurn�n! F��c�#ion + ��}-�Ll�-��ntractars �1ct af I�ssuranc� • �D-1��-R�s�Guiio� 1+Vor1c reqwr�d ta co�form t� these r8�uirern�nts s�salf be c�ns�+�ered sul�s�diary �nd r�o �x#r� �ay�r�ent will �� rnade Th� �ftF �ea��r��e�nents are �r�cauc��d ir� Appendix A, �„J^{ J T�#�.74JIL..F J�����L7, �EEDIN� 8� F3YDR�MUL�HlI�� This ite�r� shal� b� �e�forrned i� a��orr�ance w�th #�t� �il� oi Fork 1+'Vor�h P�rk� anc� �or��-rruni#y �er��ces Departn�ent �����fica#ion� #�r T��soii, �odd�n� �nd �eedir�g � TOP�OiL QC��F�IPTION� Th�s� �#�m will coras{s# a� f��rnishirrg �r�d p�aci�tig a min�m��rn of s:x (�i} �r�ches of lap�.oil, free irorr� ro��k arrcE foreign r�iat��iaf iri �IC �arkways �i7�i medi�ns to Ch� r�nes and gr�d�s a� est�"�IF�[��t� bv the �r�ginc�� ��f���'��4��"I'IDN �l1�iH�f��: T�p�oil w�l' �� secured from borrow sources as r�quir�d Eo su�pl�m�n� n7�terial s�cured from street excavatian. f�11 �xc�vaked n�atenals irom sl���t� w��ich a� su,tarale ��r +a��oi� will b�e 4�s�d :n kt�e parkways a�:�d FT1t,'CJl'�{3S CJ�f�7e'L' 3f1� �Q�SOII ,s �bia�r7ec� �r�r�� � I�orr�v�� s�4arce. T�psail n3al�rt�l sew�,red fr��i� �kreek �XC�V�R14r, shall b� stock�iled ak I�cations ap�ra+�ed by+ the �ngineer, �nd �# com�lel�or� �f �r�rling �nd pavir�g oper�tio�;s, kop��il s€�a11 i�e pl��ed an p�rlcway �r��� �ca �� �� pr�vide � mi�+irn�am s�x {�) an�hes af �ompa�te� �f�pih �f kopsoil p���cv��ys. 2. �O�DE�1� DC��RkPT[p�. �od�f�ng w�ll c�ns�s� +�f i�ir��shiE�� a�rci plant�i�� ��r�rtiud�, 13ufi��o �� ��. ��g�rsl�ne grass in ���� �re�s b��w�en a#�� curt�s ar�d w�lks, on lerr����, �r7 �edian slflp�, �� embankme�ls or cul 51�p�s, ar �n �u�f7 �r��s �s d���gr�2�ked on tr�� i]faw+ngs an� in accordance with �i�e reqr�ir�r�ents of �his �p�ci#icafion R�corn�n�nd�d �uffala grass varie#ies for so�#din� ere f�ratrie and fi�Q9 �o.fo�� ��-�9 PAF��' � - ��'E�IAL ���1D�T1��1� R�IA��R�A��: �od shall �o��sis# of live and gr�wir�g ��rrx�uda„ �uff�io or �t, ��gus�irre grass ��c�,r�d �r�� saurc�s w�er� th� �ol! rs f�rti��, �od kc� be pl��ed during the da�r���rt stat�a of k���� �r�ss�s shaJl b� aliv� ar�d ���ept�k�Ee 8�rmud� and �uff�fo gf�ss �ad shal� havr� a h�alt�y, viriEe r�cr# syst�m �f d�ns�, thickly ma#t�d ro�ls throug�toul a two {�� inch f131f71ET111R1 thsci[r�es� of native soil attac��ed to the r�ots_ �t. �l�g�st3rte �r��s s�d sh�ll �ave a healkhy� virile r�ot system af dens�, ihi�kly rr�atte� rn�ts lhroughou� ��r�� �?) �nch fninin�ua� �I�ick�ne5s o# na�l�ve s�t� �#tach�d ko kh� rao#s. Th� s�d shall b� free fr�m �bnox���s w���s or o#1�er gr�ss�s 2�r�d s�ral� n�# co�Cair� �ny malker def�t��io�s to �t� growih �r which �nigh�t �ffeck ils sub�istertce or h�rd3r�ess whc3n tr�ns�lant�d. �o�l t� �a� pl2�c�d beEween cuFb ar�d walk �r�d on terraces sl�all b� th� same #ype g��ss as adtac�n# �r�ss vr ex�s#ing I�wn �a�c sh�il be taken ei alC R�mes t� re�air� n�#Ive soil on �k�� r�o#s �f lh� �[�d t�ur�ng �he �roc�ss �f �xcavaiin�. h�ulF�rg, �nc� �Cantir�g Sod rn�k�rial sk�afl f�e kepk moisi fro�'n #�� #ime Ik is d�g u�3t�l pf�r�#�r�. VVhen so dif�cted �y k�re Er7g�ne�r, �F�� s��i existing at l�e source �hall he v�atere�i �a th� ex#en� rec�ui��ci priar to �x��vatir�g. S�d m��er�al �ha�l �� plant�c! w�fhnn �Y�ree ti�ys af�er iE is �xc�v�t�d. �Ot�S"rl�Uk��`iC?IV f�1��`HDD�� �f�er il7e d�signat�d ar�as hav� b��n c���l�#�� to the Eines, grad�s, �r�s� cr�ss-sections shown �n t�� qr�wing} and as �r�vided fo� rr� c�th�t rtems af t�� car�t�acC, scrdding of k�� iype sp��ifi�d s€��fl �� p�rioeme�l �n accardance wEth lt�� req���r���rents k7�reir��fker descri#�ed. �ad��ng ���CJ be ert�r�r '"�p�l" or "lal��k". ei�hee Bermuda, 8�f�afa or S# A��us#�ne �rass, �, Spot �adding Furr�ws para�lel to t��s cufb �in� ar s�de�wa�k line�, tw�lve {��} in���s on cerrters ar t� �hre c�irnensi�ns sE�av�rn on kh� Drawir���, sh�ll be op��ed o� ar�as t� b� �added. le� all furr�w�. sod ap�roxirr��te�y thre� {�) ir�ch�s st�u�re shall �e pkace� or7 t+�+�r�lvs �'l�� inch c��3t�rs �t �ro�oer �apth so tF�ak kh� tap of khe s�d s��ll ,��1 b� m�r� [ht�n �ne-half {1{�} ��cJ� krelo�� E3�� l�r��sh�d gea�ie ���al�s of �[�u��+�l�nl �1e�#h a�d spacirrg rrray b� us�d insl��d �f fureovus �h� 5�i1 ��a�l be frrm erou�,t� ���#� block ��t� t�er� Ihe �r�#ire S��d�d are� ��raiJ be car�fully r�ile� w�kh a heavy, hand rolf�r cfov�lapir�g fiikeer� (1�} �a iwenty-iive {��) �ou�ds per squar� inch cotr��ressic�n Fl��r� karrr�in� ��y be req+�i��c# o� tcr����s. b_ Bl��k S�t�dl�tg, A# IocaCions on �k�e l�r�w�ng� oe wt�e�e dir�c���i, s�+c� t�lo�.€�� �half he car�fully }�I����€ �r� Gfn�e propar�d a��as. "f i��.x s�d �h�ll f�e sa pla��d 117�t �I�� �nl�r� ��sigr�ale� are�a sh�fl � �overe�, �nd arry �+oi�is I�ff +n !h� 1�lock so�din� shall be fGlleci w�th ��ditiorraF s�d ar�d t�mp�c. T�r� sntire sad��d are� sh�31 b� ra3led ar�d tarr.�acd �o ��rrn �[haro��hly campact so�i�J m;�s�. �urfac�s a� block so�l, w�tiicf�. in Ihe opir��oe� �F th� �rr�ir���r rrtay slide t��� �o l�t� hei�h! or slapc af Che sur#ace or r;akure of �h� soiJ, s��aN, �p�n d�r���ion af lt�� �r�grrr���, be pegge� wi�h waod�n �r��� driv�n lhr�u�n Ih� s�d bl�ck� �� khe f�rrrr �art�, ��ilficiently cEose t� hoJ�i the block so�t �irtnly in pl�c�, 1+Vh�r� n�ce�s��y, #he sodded are�s snall be 5rno�thed �ftar pfanlin� k�as kxe�n carnp�e#�� �ntk sh�p��k t� �+�nfarm {� the cro�s-s�cl��n pr�vi�usly pravi��d a�d exislir�g al t�re tirn� s�tEdir�c� o���lior�s vs+�re be��n A�ry �xc�ss �ir4 fr�m Pfan��ng o��ras�or�s �F�all be sp�ead uniforn7i�r o��r #he adjacant �eea� ar d�s�osed af �,s direcE�d by tF�� Engi����r s� lnak the contpl�l��i sui�ac� w��l presen� � s���E�y ap{��ar��rc� r�ros{o t ��-�� _,_,. ���� � � �������. ���v�i�r��rv� _ Tk�� so�ded afieas �h�ll �e tharo�ghly w�t�r�d �rn�1��d�akeiy aftef they are plank�d and sF�ai1 be �ubsequ�nt�� v����re� aC su�l� l+mes ��d �n � rt�anrr�r ar�d quar�tl�y di�et�eci by tk�e Engin�ef �nt�1 corr�pl��i�� and finel a�c�}�;ance af ihe p���ec# i�y kh� �ity of �ort V1It,i�l�. �, ��ECfIN� D���F�lPTIC�N: ��Se��ir�g.. wili ��nsist af preperi�g g�o�n�k, pra�+iding antl pa�ntir�� se�d or a rnixtu�� �f seed of lt�� kan� s�e�if�ed along ��;� acfas� su�i� areas �� map be d2s��nated on x�re Dr�wings and �n ���ardan�e w�kh tt�ese ���ci#icat�ons �1�lTER1AL� a. �eneral A11 ���d used m�sl ca��}+ �"J'�xas Tesiir�g �ee�i I�b�l shaw�r�g purGty ar�d �e�m�r�atMan, n�r�7e, �y�e o# s��t�� ar�d Mi��� khe se�d rn��ts all requir�r�rents oi kh� Tex�s �e�d Law ���d �ure��sF+�d sl�all �� �f l�� previo�s �eason's Cro� and Eh� d�#e o� an�kys+s shaw� ��r e���+ �a� �I�all be wik��+� n�n� (�} mo�#h� of tirne �f d��iveey to th� }�ro��c�, ��c�h v�r��lp �f se��! shralk b� fur�Eshed �nt� d��ivered in �eparat� ba�s of �on#���ers_ f� �2�rnpae of �acl� v�rss�}+ of ��ed �hal� be furr�ish�a� frs� �rralysis an[� l�stirrg wh�r7 direc��d b� Ih� �ngi��ear. �he s���ifi�d seed �E�aEi eq��l or ex�eerJ Ih� ioll�wir�g p�rc�r�t��es a� purily arrd gerr��in�lion' ��r'11t17on fV�m� �om�10r1 C �rm�d� �r�SS A�rn�aa� F�y� G�ass Tal1 �sscu� VV�s�err� VVh��tgrass �uf€ala �r�ss llarieti�5 TO� �lll� �Odj+ �� �35"lu �? 5410 95°f� 95°l0 7�4f7 �J 4�4 �errr�ir�akt�n ��°/a 9 �i °la 90 °r� Q,��4la � [��lo � �1�/a Table �2�.�,{���, URBAh! �AR�A 1�I��lRhr1-��A��Q�1 ��EDIl�� RAT� (IJ�s.�; Pur� �ive �ee� (�L�� Ntixtur� f�r ��av �r TGc�hi �ai�� Niix�u�� f�r � S�ndY S��Is 1��t�� (��54�rr� �e�ktorss.J {�+Vesterrl S��C�a�S} [All Seck:�n51 ��b 1 Ben.�u�ag�ass �p Bt,ffat���ass 8�] �3�Fsnud�arass 6� �o ��ff�rog�as� GC� ��r�r�ud�grass �0 �uf€alograss *�� May '� ��t�l �O�J Tat�l �00 7otal: 100 Ta�rt�, ���.�.�2�h T��hliP��2�RY ���L-�EA3��1 ��EDI�V� i�ATE; �lh,� Pur� Live ��ed (P��� b�Ees t,41k �e���or�sl Aug � 5 �`ail Fesc�� ko �V�szern Wh�a#�ras� May � Ar7nu�l Ry� Total � �� 50 �0 �0� ��rnsro� ��-�1 �A�F�T D -- �F'����1� ��I�DI����1� ��hI��F�U��f�N ��iF-f�C1�: Aft�r the desi�n�t�d areas ��v� bs�n �omple#�d lo #�e I+nes. gr�d�s, and ceoss-�eCk��ns shaw�r or7 the Dr�wms�� and a� provic�e� for Ir� �kl��r Ilerns �f Ihrs �nrr�rack, see�ing of t�re tppe spe�i(ies� sf�2�ll be p�rfarm��i in a�cord��c� with #h� r�qu�r�rr�enis he�eir�aft�r r�es�fi��d, �, V�latering_ ��ed�d ���a� shail ba �+a#er�d �s dire�ted b�r �h� Enginser sa as la �r��+��� wash�ng of the sl�p�s or dislodgm�r�l r�� k�e se��, b, �irris�ing. Vk+h�r� �pplica��e, ��� shoult��t�, �l�pes, and d�t�h�s sh��l be srr�o�othed �fker seed ��r� p��p�r�#ian 1�as been co�-np��ted �e�d sha�ed ta c�r�forr�7 to !he cross-s���ion previously �ro�+i�tetl �nd �xisting at ihe �ir�� planti�rg op�ratioi�s w�r� b�gun, �RC�A�}��1�T ���DIN�; �`�te s�e� or ���d mF�ckura i� the �uantity sp�cifi�� s��IC b� uniformly ���tribut�d over #1�� �reas shown oi� tl�e Dr�wir�gs anci �vher� di�ecl�d. Cf the sov�ring of se�� �s by 1�a�d, rather tl��n by rn��C�ar�:cal metho�l�. kh� s�etJ sh�ll he sown in lwo dir�ctions �l rigF�t angkes �o �ach olher, �eed and f�r#ilaz�r shall be dis#r���iRed �t the sarne tG�7�e pr�vrd�ci li�� �pecified uR3if�rm rate of applic�tian far b�l�7 is �bt�in�d. "�inis�ir�g�. as s�eciE�ed in S�ctEon fJ-�6, �onsrr�c#�qn f��#hot�s, is not appficable since n� s��d be� p�eparatioT� is requir�d. DI��E� ���DlN�� �oil ov�r khe �re� sh�wr� an th� �r�w�ngs a� dir��led to be �����d sF�a�� l�e lo�sen�d Ea a min�rr,::m d�pkF� �f #hree (3) inc?�es an� �IE particl�� in the s�ed bed shall be r�d€�ced [o le�s ti��r� arse (�I j inc�r �r� diar��l�r or k�ey s�aC] be r�mov��f. �h�� ars� sh�ll rF�en be fin�sh�d �o lin� �rrd g�ade as spec�[��d under "Fir�a���i�g�� in �ectton �-4�. �or�skr�cti�n A+1�th�o�is 7h� seed, or se�rf mF�t�r�, spec�fied shell Clt�n be pl2��ted al l�re ra�e r�eq��f�d �r�d ti�e ��rplic�lian s�ra�l b� r��d� uniforrnfy, If ihe sowinc� �f s�*ed is by harrd ralh�� lh�rr b� n��ch�n�cal rne#hods, se�tl sh��l be rak�d or harrow�d irrt� the �oiC to a c��p#Fr of �p�roxfrr���ely �rr�-ei�t�C {�1�} �r�cF�, `��r� p�ante� ar�a sr7all kr� roll�� w�#h a c�rrugate� rolker ❑f kh� "��ir1lp��k�r" tYRe Afl rolfing a� k�� sla{�e areas s�raP1 b� on ir��e can#our �1�PHAL�' [�+tUl.��l �EEDiN� Tl�e soil ov�r ihe area shown �n tk�e L�fawir�gs, or as dir��R�,� ta �e s�ca��l, shall �e lovsene� to ��re rn�r��rr��nr de�kh o! thr�e (�} incF��s ar�c� �ril p�rta�l�� an !h� seed h�e� shr�rll t�e r�r�uced t� less than an� (1} ���� kn d��meier. ar kk�ey sf7all b� r��7ouacl. T�e ar�a shall l�r�n h� fir}isf��d !o fir�e and grad� a� speci[��d ur�d�r "�in�shing�. in �ect�orr D- 46, �ar�str:��'i�R M2t11�{�S. 1+'V�#�r sl7�ll kl�en f�� �pol�ed E� Ch� cu�kivaf�d ar�a of the s�ed b�d ur7�il � m�n�rnurrr �iepk� of six ��) inc�7�s is t��Fvu�hl�+ moistene�l. A�ter lf�� wa#�rin�� when the geound has be�arx�e s�ifiR�i�rrtly �iry t� be loase a�d �I�able, ih� seed, ar s��d rr��xt�r� s���;fxetf, s�all then b� planf�� a# th� rate re�4�ired �r�d !�e appli�aki�n shafl be mad� ur�kfc��rr��� �� lh� sowin�7 �f ��ed is 1�y 13and, ralf7��� th�rG me�han�cal r�relrio�s, �he se�� sf��ll bE sowrl Ir� �wQ Cllr��tlOf�� �i �igk�l �Il�les io �3Cli oth�f �eed ar�d �erlil:zer rx�ay� he �i�stribul�d �# �J�� ����7c #I�r��, pr�v��l��# khe speci���d �nifiorm r�t� �f app�ic�Ri�r #or bok� �s �btar�ed. Aft�r pfan�m�. �h� s���f shall k�e raked or harrow�d �nto 'he so�� to a�epth af appToximaE�3� ane�q�arler ��11�} inch. �he planted surface area ane� �ivir�g � sfrro�l� surface w�th��t ruts �r Ira�ks. In b�tw��n lhe time c��npa�ling �s c��npi�ie� ari�E #h� aspha�� is ap�Ci�d. kl�e plant�d ar�� sF�all b� w�k�r�� s�ft�c�enily ia assure �naform r�r�rs��re #r�m R�re s�ir€a�e to � r�i�ntmu�rr oi st�c {B) incE��s �n de�i� ��o�+,�n� � S�-�2 - - ��F�T' D - �PE�l�L ��NDI�I��#� �l�� ��plicak�a�r of ��pf��Et sh�la f�llow the k��t wat�ri��g as rap�dfy �s �rossi�l�. Asphal# shakl be of #k�� lype �nd gr��Ee �s shown on the Dfawings ��tl s#�a�l �or�form #o kl�e �equir�rn�riEs �f �h� itern 3��, "�tspl�alts, Qi�s ��d Em�Jsi�ns". Gf k�� [ype o� aspYra�k t� �e us�d is n�� �how� on �h� D��w'r�rgs, or if praw�ngs �r� no! in�lud�d, ���n M�-� shall be use�, A��licati�ns of #he as�hal� shsll �e ak a r�ie of khr�e�te�tk�s {Q.�} g�llons p�r �quar� ��r�. k� sl��ll be app�ied #o ihe 2�res in s��t� e m�e�ner so t�ra# a cornple#e #ilm is ��tained �nd She ��nished ��r��c� si���l be �arr�parat�vel}+ smoot�. ��-�EEDIN� OF AR�A� PLA�lTER U1+l�H ��f�L ��A���V� �PE�I��: 1�reas +r�here t��nparary c�o1 ��ason �pec7�s ha�re k��en ��2�r�t��1 m��+ he rep�anted baginnir�g Fe�r��ary 1 w�ti� warn� seas�n spec3�s as I�sf�d i� T�bt� ��0 �(�}a. The �e-see�wng v�+ill be achieved in �he �ollowi�g ��7ann�r The c�a1 seas�n sp����� sl��ll be mowed dawn ka a J�e�ght �f on� ��} ir��h �� in��t� li��� sl�#-s�edih� �qu�prn�n# wikl b� al�le #o cut lhr�ugi� the �urf ano 2ehiev� adeq�ak� s�il pen�#raiior7. '�li�-seedin�, is acl�iever� rYrrough #he use of an imol��n��� wh�c� �t,k� a f�rrow �sl�t� ir� the so�l arrd �laces ll�� s��tl +n kl�e slik which is th�n pr�ss�d �ko�� wiki� � cullip�cker v�heeE, 4 H1f�R�N1U1��Fi �EEDJt��: I� hydr�m��c�r seedir�� is pravid��l, se�d rnix sh�ll have 95°!o putity �f Befrnuda �rass and hav� a�errrsir��ti�n ra�e �f 9�°l� ��ntrac;or sh�l� �nsure #ha� the grass establish�s, 5_ ���l��RU��`I��1 W[71�[I� P,4�!{ �REA� TU�F RE�I'�F�A�'��lV {�F PARI� ARE�1�_ FE#�TkLI��� DE��RIPTJ�N� ,���r#�fi�er" will cons�sC of �ravid�ng a�� d�slrab�#in� E�rti�izer ov�r sucF� ar�as as are d�s�gr��t�d on khe �7raw+ngs artd ir� �cc�rdanc� with khes� .�rpecifi��li�ns. M�T�RiAL� P�IC fertillz�r use�l �h�ll f�e de�iver�d �n b�gs or cor.tatn��s cle�rfy I�I�el�d s1�ow�i�� tF�e an�lys�s. T�e fer�ili��� ,s subaeci kv t�sl�ng by il7e �+ky o� �or! W�r�h in a�cardanc� varl�� tf�� -f�x�� �erkiiixer �.�vu, P� pell��ed ��� �rar�4�lsi�� #�rl�li��r 5h�11 be �+set4 wilh �n ar�alysi� �f rt�-�0�{] or 7�-�-$ �r h�vir�g il�e a�a2ysis �ho�vn or� [he �raw���s 7'�r� f��ur�s on the 7�alysis re�r�s�r7t �;�� p�rcent �f rnkrog�n. phosph�r�c aci�i. and potash nutr��n#s r�spect�ve�y as �e��rmr��d b� fh� rne11��d� of kha A�s�ciatFon �f �if�cial F��ri�ultufi�l �l��mrs��. Pu bhe ever�t i[ is necessary ia subs��t�rf� a fe�ti�izer of � d�ff�rena �na�y�is. �k ��ali be a peil�t�d or grar�ul�ted f�rk�E���r w�kh a lower c�r�cei���as��n. Tot�1 amour�# of rrulrier�ks fu�r�ished ar�d ��pjled p�T �cre shall eq�al or exc�ed th�t specified fa� eacF� n�[rE�n�. C�f���'F���T��h,l filJ��F-R�D�� V1+hen an ixern for f�rtilizeT �s includ�d in #f7e pr�wing� and �rnpos�l p��l�t�d t�r c�r�nul�#�c� ferl�lizer shall be �ppl�e� un�f�rmly ov�� #Y�e area �pecii��� #� be feriif���d �r�d Ir� lJ�e rr��nner �rrec#�d !or �17e �arkrccalar ilerr� o� work. F�r�ilix�r sh�f� be dry �n�3 m�t�od p�tys�cal c�rrdit��n ��rt��iz�r th�� is o�wderec� �o cak�c! wil� b� r�j�eted. �isEribution a# fe�tilizer �s a�a�kicu�ar ,tem a# w�r� sha�l meek th� app�o�ral of �he �ng�neer Unless oil��rtn+�se �ndicd��ci on �he Draw�+���, ferkMlizer sl��ll b� ap�lked �n:f�rr:-�Jy �k �he �v����e r�ke of lh�e� h�ndr�d (��0} p�un�Js p�r acre ��r ��I ty�es of "�a�die�g�� ancf four h�mc�re�i ���p� po�rrds p�r .acr� f�r af� Ry��s �i "�e�d�ng�� rr�rra��a ��-43 PAF�T � - �PE�I�IL ���1D�TI�h1� N����UR�N1E�}�� 7ops�Fl s�c�red frarxt b�rrow so�rc�s wiil b� m�as�r�d b}+ tYr� �q�+ar� yard in pl��e on the proje�t site_ M��surem�nt will k�� mac�e �n�y o� Cops�ils s�curad �rorr� ��rrow sour��s. Accept�bl� matenal f�r "�e�t��ng" wiki b� rn�as�r�� by xhe I�n��r #oat. com��ex� in p1�ca. �cceptab�e rn�ter�al f�: ,.�od�ing" v�rill �� m�asur�d by ih� Irn�ar f�ot. �arnp��t� In plac�_ Acc�plabfe materi�l for "F�rtlfsz�r" s��ll be sub��drary #o tf�� pric� of s�ddin� or s��ding ��lY�lI��1T: �il work pe�for�x�ed as orde�ed and rn�as�r�d as �rovid�d und��� ���+l�asurem�nl" s��ll b� ��it� far ai khe unat pric� bid fo� �ach itern af �vo�k. �Is �r�c� she�l h� full comp��ts�tion f�r exc�v�ling {exce�t as noted b�iow), laa�i�ng, F�a�lie�g, plac���g and furnishing �11 labor, eqt,i�n3er�t. toofs, s�p�fi�s. �n� incidental� necessaey lo c�mplet� wac� All �af�or, equ��m�r�#_ Eo�rs �nd In�:i[i�n#�Is n�ce�sary to supply, �r�ns�ork_ skc�ck�r�e �nd pl��� tapsoii ar sal�+a�� to�soil as sp�cifi�d S�I�C� �@ ki1GlllC�E� li1 "���rl�n�.. �r '"��dd����, bid iRer�s �nd w�ll no! be �a�d far dir���ly. "�pot socldin��� or "biack so�iding�� as th� ca�e may �e. uviil be pa�d fo� et �he ��ntract unit pri�e p�e s���are y��d, cc�r�pl�t� in p���e, a� pr�v+�ed fn khe pr�xpos�l and �ontract The c�r�l�acl �n�l pr«e ���Ik be kh� kata� c�m{�ens�iio� fa� �urnis�rin� a�si ��a�ir�g afi s�d; for �f1 rol�ing and �arri�ir�g, for� �li w�l�rins�; for d���asal of a�a ��rp��� ma#er�a�s, �nd �or a�l rnake�i��s, fabar, e�uiprr7�r7t, #aol� �nd in�id��tals nsc�s�ary to compl�te #he w�r�c, ��I in acc�rd�n�� w�#h Eh� Drawin�s a�cf [h�s� �p�cifGcafror�s_ Th� w�rk perforrne�l a�rd �aCerials furr�i�hed an� ineasure�d as prov�ded und�� ,.f�leas�r�emer�t" shall be �ard far at t�e �rnt �rice for "�eeding�� ar "�o�dmg�. of th� typ� ��e�ifred. �s !�� case �na�+ �e, w��ch �ri�� shall e�ch k�e f�ll c�rr�p�nsa#ion for fumFshing �IC maleria�s anri f�r per��rmin� aH aperal��ns ne�ess�r�+ fo compi�t� tt�� wa�k acce�te� �s f�llows; �er[ili�er rnaterial ancE a�plicauon wall not b� i�easured or pai� for dir�ctfy. bU! is co�s�d�r�cf subsidiaryr �o Sact�ir�g and S��dsn� D-74 �O�l�I�IED �PA�� ENTRY F�40�RANI It sh�ll be k�� res�ohsi��li�v oi k�� �antra���r �o i�nplern�nt and n�a�nkain a vae���-�le '��NFIi�ED S�A�� Ehl'f4�Y J���}C��AM' wh�ch m�+st rr�e�# �SHA r�yu�rerr�er�ks fo� �II r�s �m����e�s �nd sub�onrr�rci+�rs �k �Il ��m�s �J�ring �ansk�uckR�n. A31 ack�ve se+r�r�r �r��nk��les, :�garrJl�ss af c�epth, �rc d�fu7�d by C1�Hfi� as p�rrr�iC r�quired car�fin�d spaces'. �on�factors srralr su�r�rki� an acceptab[e '��NFl�1CD SP��� �NTRY PR��T�11N1" for a!I ap�licable frran��l�s �r�d rna�r�tain an aclrv� f��� �or ��r�se �rranhol�s. The casC of corn��yin� w�tk� �his �ro�rar� ��rall �e s�rbs�d�ary to tf�e pay items ir�volving �vork �n co�fined spa�es, D-75 SUF3�TA�JTJ#�L �OhhPL�TE�N IN�P��TI�JVIFINAL 1N31�E�TION � F'ri�r to t17� F,n�a irrsp�ction be�ng �onducke� for ��� ��r���c# th� �vntrac!or sh2�IR �on���t tha ciE� in��ec�or �n wFr#��g wh�n #�� �nl�r� projeck or a d�si�nated ��rkion �f #he pr��act i� subst�n�ia�ly c�rrE�fetc �. Th� inspector alony with ap�ra�ria[e �ily s#aft and la�e �iCy's �ansul�ant shall malte �n inspec�ion of t�e sub�tantiali�r cvmpl�#ed v��rk and prepare ancl s�r�rr�i! lo th� c�n#raLsor a list �f ttems ne�d�ng [o be compl�t�d �r �orre�l��. ao�a�ro� S�-4� F�A�T D - �P��IA�. ��ND��`I��1� �_ i�� coni�2��tor �hall take imm�diaf� step� to re��if}r �h� list�d d�f�cie�nci�s a�td notify the owa��r �n writing wherr all tk�� iE�r�3s ha�re beer� �orn�lete� or �orrecle�_ 4, P�yrr�er�t f�r s�bst�e�#1�1 corrrpl�iior� ir�spe�tial� as w�ll as fir�al ans��cti�n s�alE b� s�hsidi�ry to th� prof�ct price. �onlract�r s�ral� sl�If �e r�q�ired t� adde�ss aGl otk��r de���i�r�caes whi�h are disca�+ered �t th� t�m� af �nal i�sp�cl��rr_ 5, Fin�l i�sp�ctw�n shall be rn conf�rtr�ar�ce wi#h ger�eral c�rndiki�r� it�m "�5-�,1� Fina� Ir�s�ec�,ar�" of P�RT � - ��N�RP�� ��f�C1l�`E�?�i�, ��76 ���AV,qTI��I hk���t 7F2��� 1, T�e �ontfactof sh�li b� r���onsib�� ior taking m��s�r�� #� minima�e darnag� #o #r�� ]Irnb�, �f�e �rurrks, a�+� t�ee roo�s a[ �ach wark s�te. �4] such rn�as�r�s sf}�H b� �or�sidered as i�rciden�al w��k �n�luded in th� �oniracE Ur�ik Pr�ce }�id f�r applicable pip� �r stru�ture ir�s#�Ilation exce�t f�r sF�ort tunne�ing�tr�e augerir�g �,�ln�y a��r! all �r�e� Incal�d wikh1n #he equ�prnent operai�r;� �rea at eacl� work siCe shalR, at kF�e r�irec�ior� oi tl�e �n�ir��er, �e pro#ec��d by erec�in� a"��t�w €enc�" alon� l�r� drRp lir�e or �dge �f ti�� #re� rool sy�l�:rn bekwe�n #r�� �rttl t�e co�struc#ion �r�a �. �a�tr�ctor shafl ii�spect �acl� �t+oric sile �r� a�v�nce �nd �rr�r�g� ko h��� any tr�e lirr�bs pruned #hat m,g��s Le �farnaged �y �aur�r�7en� opera�ipr�s, The �ng�n�er shall b� no#ifi�d at I�ast �4 hou{s p��or �a an�r lr�e trintim:n� work, N� Ir�r��r�ing work will I�e �ern�F#te� v�+il�rirr priva#e pro�erty v,+ithaut v�rritE�n permissior� of �f�� �wner 4 l��thing shall be stare� �ver k�e tre� ro�E s�slerr� �+i�hin kh� df ip line �rea of any lre�, � B�fore �xcava�i�n �off the roadway� w�th�n lh� drip lin� �re� of ��ry Ef��, li�� ��rkh s�all �re saw�ut for a rni�irn�irrs �epth of � feet. 6 Al �I�sic�naked loc�l�ans shaw� �r� the �rawin�s. �he "s�sorl tunn��+.'� rrr�t�od usang ���55 51 i�,l p3p� sh�ll b� ���il�zec� ? �xcepk ;n �r'eas w��re clea�r�r�g �s all�v�ed. all k�e�s up to �3" i� �fiam�[�r cla���ag�t� dur�rrg conslru�k��n sh�ll k�e ren7oved �r�d r��l��ed ��F�h l�re sar�e type and Oiam�ter kr�� �# R�� conlracKar's ���an�e. 8, �ar7lrac�or sk�all cr.-7p�oy a qualifiec! 3anc�se��e� for all CF�� w�rx rec�u�re� #or lr�e �are ta ��15LIfE LJCIIIZ��1��1 s]r t�re b�sk ag�icul�ural nracli�es and �Oro�etiures ��hart tunrre;ing shalR consist of p�w�f a�g�fing or h�nd �xc�vatFon. 7E�� t�inr��� dian3ater s�r�ll ��a� b� �arger ihan 1-1l2 tin;es E[�e o�lsad� �i�� diarR�eler IfOrci� r�m��€��ng �[t�� pioe instalJation shakl �Se pres�ure gfauk�d D-77 ��N���T� �N�A��fUl�l�l` �� S�1rVER �IP� ��rr�cr�te e�rc�sen�ent o� sewers shall b� p���l �or al €he ��ntr�c# Unik Pric� per lir�e.ar foo� of c�r7cr�l� �r�cas�me��k �s +����s�r�d in pia�� �lont� IJ�� cer�#�rli�re of khe pipe #or eac� pi�e diatn�ter in�icated �he �or�tract Urr�t Price sF�ai] in�lud� �Ir Co�#s �s�o�iale� w�Gh instal�at��n and r�i��foresr�ent af the �vncreta encasement. �a���r ��-4� PAI�� D � �PE�IAL ���V[��TI�iV� o-�s ��.,��r on�n� �lay dam c�r���r���tion shal! b2 perfarrn�d ir� �ccordanc� wik� the W�s#ew�k�r t�l�� �]2�r� �ons�ructkor�, fRgur� k� tk�� Drawin�s in kh�s� �p�cifical�ons, ak I�cati�ns �n���a#�d on t�e D�awings or �s dire��ed b� the �i#}r, �lay dams sha�f b� �Ce}re� into undisturbe�i ��i1 to m�k� �r� �m��rvious b�rrler to reduce gro�ndwat�r ��rcol�kion lYtrough l�re pip�3ir�� kr�nch. �ons#r���it�r� n�at�rial si�a11 c���i�t of cornpack�d k�e�rtonit� cl��+ c�� �;�7 ����c�ele. �ayr7'7�nk far wark s��h as #�rrr�in�, p���Er1� ��� �in€shin� sh�ll be �ub�i�iary ko �he price bid for pip� Inst���a#i�r1_ D-79 �XPL��AT�RY E��AVATIQ�1 �17-H�LEj �#�e ��nkrac�or s�rall b� fe�p��rs�b€� �or v�rifyin� �he lacati�r�s of ali �xistir�g �#Ilit�es prior to ���str��tion, in accord�nc� w�th iten� D-�2. At lacatiar�� �dent�����i or� 1�7� drawf�rgs, can#r��#or shalf cond��l an �xplar�#�ry �x��v�ti�n {�- Hote�, ka io��t� �nd veri#�+ lh� 1o�2�kion an� el�vation of the �xisting u�der�tpund +���Ir#y whe�e i� may �� in po�en#i�l cantlGcC �+ith a�ro�osed f�cfll�y afignrnent, �`h� exp�oratory excavation sFr2�H �e conduc#ed �rR�r to cons#ru�#ion af t1�e en#ir� �r�j��t oniy at i�cafrans r��n�t�d 4� khe p�arrs or �s direcled �y !h� �ng�n�er. C;o�rtractor shaal submit a rep��! of finding� (i��ludln� s�}�veyed elevatFans af �xisE�ng c�r�fticiirag uR�lilies� t� ihe �ii� �r'ior to #h� sta�# �f cranslruc#ior'� t�f !�e ��t�re pr��ec�. If ��� corrtr�ctor deterrr��rres ar� ��ci�kfn� �til�ty is in �onf�ict wl�h �he �ropas�d �a�iilky. the cor�tractar shalf �ont�ct the en�ineef 'tmrnsdi�t�iy foT a�p�a�r�at� d�si�r� �adlf�a�ions. The �ar�tr�ctof sh�ll rnaEc� #he neces�a�+ ���airs �� ihe �x�lor�tory exc�vali�n (D�W�ale} to ob�ain a��f� �nd prap�r �dr��+in� sur�f��e to ens�f� lhe ��f�ty of the general pub�i� �rrd ko meet fh� ap�rqval of !h� �ily ins��ckor 7he co�rt�actor sh�ll be li��E� for �ny and all d�mag�� �r�curred cfue �o #h� �x�ls�ratoey ex�avat��r� {�-�lole}. Pay��r�t sh�ll no# b� in�cle for �+��if���trorr �f exis�ing utriiiies p�r i�ern D-�2. P�yrn�ttt �or ex�farat�ry �x��►���ior� {D-I�al�}, aC lo�ati�ns ider�tified orr #�re p��ns of as dir�cted by #he ��gie��er. shall �nclude full c�mpens�tioi� f�r �II mater�a�s, ex�avatiorti, su�fa�e resEo�a#io��, �i�lr1 �urveys. ancf ail incid�nk�Js rtecessary to �prnplete Ihe wark. s��ll b� !h� urri� prGce bi�. I�� p���'n��rl �hali be ��rad� #or �x}alor�t�ry excav�l��n�sj �onducCe�i �ft�r �onstr�Cl+a� r� �s beg�irr i�-�0 IfV�TA1�LATf��} O� 1NA1'�R FA�I�«I�� 80,� Poiyvirryl �hl����� {P1l�� Wat�r Ptp� PDI�YVINYL Ch�oridr �'�eskic �lVak�r Pi�e �r�r� fiiR�ngs �n thrs Praject sk7aA b� �� ac�o�dar�ce wrth th� rnaterial standard c�r�#�ir�ed in th� Ger�eral �oc�track Dac�r�i�nts. F'��rn�r�� for wo�l� s�rch �s �ar.lciill, b�dding, bko�king, rfe�ecCabl� lapes arrd all oiner a�so�iaE��l a��urt�nar�t r�q�r,r�d, s��ll b� ��rf.�:ied in t�� finea� ��rok pr:�e bid of Ef}e ap�roprr�t� 81D ITEN}{�j 80.� �iocki�� �`oncr��� b3��king o�r [hFs Pra}e�l wif� r�eces�ark�y b� ��q�a�ed �s showe� on kh� Pl�ns �r�d s�all be i�skall�d i� ac��rdar�c� wi�h I�� �enP�al �o�#rac# �oc�m�rrEs All valv�s s#���� h2�ve cor��r�#� l�lo�k�nc� ��Tovided f�r s�rp}��r��r��, �,lo separaEe payrn�n! wifl he mad� for any of the w�rk involv�d f�r #he it��n an�i aff cosls �rrc�r�et1 wihl b� c�r7si�er�d �o be �n�luded �rt li�� finear foat C�id p����e of I�e p��e or ihe bi�f price �# the valve 80.� �'y�e of �asir�� €'�p� � bVA7�R. Th� ���in� ���� f�t oper� cul ar7c� l�ored �r l�rr�neled s�ctkon �#�all be Al+V1lV,4 �-��� F�l�i�ic�#ed �l�c#riy��l� 1N��de� ��e�l Vl��ler �i�a, ar�d shall �on�orm ko t�e �rov��E�ns af ��-1�_ E1-5 �nd ��-9 �n �+l�teriai ��ec�fRc�#ions of �er��r�� �on#rac! Do��rn�nks ar�d rr�r��ru r ���46 - — - - - P�F��" D - �P��IA� ��NDCTI��� S�ae�ifi�ak;ans for Vl+aEer Depar#menk ��ojects, Tl�e �k�el �as�r�g prpe shalf k�e �up}�E�ed as f�llows; For the �r�side arr�J ouCsi�i� oF cas�n� pE��, c�a�YCar �r���c#ive ccaatie�g s� a�cor��n�e wi#h �h� req�irem�nts �f �ec �,� a�td rel�t�d ��ct�on� �in A�1NWA ���Q3. Tauc}�-up �fE�r fi�l�f w�lds shalr prov�d� c�atir�g e�ual #o #hose ��ecif��� a#�o�e. �. �inlmurn thickn��s for casi�g pip� use� �l�a11 be �_�75 �r�cl�. �tainl�s� �#�et �asmg �pacers (�enzerGr�g slyle) �u�ri as manr�fac�ur�d by �a��ad� V�lakervrork� �19����f��#��ring �or�pa�y �r �n a�prov�d eq�al �ha�l �e user� on a�l non- cor7�r�te pip�� w�r�n ir�stalled in cas��g, lnstall�ki�n ��raal be as recommer7d�� b�r if�� rnanuf������er � S�W�R: Borin� us�� oi� tFEis proje�i sflall be �r� �ccorr���tiC� w�#I� li�� fr'E�terial sta��a�d ��-4� al�d �ar���r�c#ion s��r�d�rrJ ��-�� �s ��r Fi�. 1�0 of �h�e ����r�l ��nlracC Docurn��ts. 3 P�Y'N1�f�T Paymen� for aIG rr�a�erials, �abor, e�urpr���e�t, excava��oe�, c�r�cret� gra��, k�ac�C�ikl. and Gncidental work �k�all be ir�c4�de�i in the unll pr�ce bid per f�ot. 8�.4 Tie-In� Th� �ar�t�actor s�:al� �e r��ponsib�e for m�k�r�g kie-ins lo the extstin� wat�r rnao�s. Ik sh�ll be li�e r�spansi�il�ty of ��re ��rrtrackor la verify khe ex��l ��caE��� and �Jevala�n of t�e �xistFn� line C�e-ins Ar�d any �ifferences irr locat�or�s ar�d el��ati�n of ex�si�ng �ir�e tie-ins betwee� the coe�trac# clrawings a�rd what may k�e e�ca�n#e�ed in the ��el� shali be �onsider�d �s �nci��r�#aC t� c�ns�ruclior� 71�� co�� of rnaki�g kie-in� #o exi�tin� wa�er [�e san�#�ry sew�f r�a�ns s�r�11 b� incl�d�d Rr� �he I��tear �o�t b3� �rice �f kh� pipe ��.�a ��r�r�e�#i�n �f �xisting Mains �I�e �onEr�clor �h�lf delerrnin� Eh� e�c�ct ��ac:��i�n, �I�vat�an, �onf�gur��ion dr�d ang�l�tron �i �xisE�ng w�t�r �r ���i��r� ��w�r I�nes priar t� rr7anu�aciur�ng o� #f7e canr��ct�ng �iece. An� �fiffer�r���s ,n lo�at�a�s, el[�val»n, c�s�ilgura#ia�, ar�ci �: arrg��ai��� of �x�stirxt� I�n�s be�w��n the �o�r��a�# �f�awirrg� and wha[ �rr��r b� er�caunt�r�� in the said waric shall be con�fd�r�d �s inc3�l�nkal #o cor�slruction. Where �t is r��us��� t� sr�uk down �xistin� �rr�ins ir� ord�r t� i�7�k�� prapos�d �anr���tians such daw±� ti+ne s�sall b� c�ord��aied waCh th�� �nr��r���r a�7ci �II effor�s s�ekl b� made io k�ep this dawn ��rne ka a�ninim��m 1�r case �f sf7uCtir3g �I�wr� �r� existina i�iai�, t1�e ��n#ractar shafl �o�ify fi�se hl�anagQr. �or�sir�,�c���n ��rvices. Phon� 8r' �• r 81 �, ak �eask ��-f:ours pr��T to lhe r�c���t�ed shut ��wn tirri�. T#�� ��n�ra�c�or's att�n�i��s rs direc��d ko Paragr�ph �5- �� a I�`C��I�Rk��'f I�N �F ��f�ll���, �a�e �5��(�}, P�1RT � - ���VEF�A� ��i��?I�`ID4�S �F 7HE 1NAT�R D�PA1�7`f�+S�,h1T �E����1� ��� � RA�T ���UNI��VT� ��J� U�N�f�AI� SF'��IFi�A�f��3� Th� �or�tractar shall noti�y lhe �ust�r�3Pr ��fh �ersor�ally and �n wri�kng as to R�re f�caksor�, trme. ���1 sci�ed���� of ;he serv{ce �nterru�tion Tf�e cosl of ren}avirrg any exist�r�g ��n�refe bl�ckin+� �hall be incl��l�c� ir� th� ��s� of conn�ction. llni�ss bid separat��� ail cos# incurretl sf7�lf be �ncl�+�led i� khe I�n�a� f�o# pr�c� �ic! ��r kf�� approp�Rate pipe size 8�.� Valve �u��ln� If r�ay be necessary t� cut-ir� c�aEe �alvcs t� is��ax� th� wate� n�am fram whi�l� the ex#er��ian ��[iJ�r �ep��c�rrre�k is to b� c�nn��ted Thrs n�ay requ�re c�o��ng Valves in o3he: 11r��s �r�d p�kkir�g c�rls�lrr�ers out o[ ��rv[�e fc�� t#�e# �etiod of �ime e�ec�s5�ry ko cu! irr tl�� rt�r.as���� �C-�7 P,�F�T l� - �P��IAL. ���DITIC�N� - - n�w valve: the wark rnust t�� ex�edi#e�k ko �he ukE77os� ��d �II s�c�: cut-ir�s mus# be �o�rd�n�ted with #�� e�gR�eer k� ch�rge of insp��t��n A�al �oe�s�rr��rs shall #�e in�i�+�dually �d�+G�ed priar �a �he s�u� o�t an� �dvis�d �f the approx�m�te ler�gl� o� kime they r�iay �e w�th��E ��rvice_ �'�yrne�rE �or worl� s+��Yt �s b�cl�flll, ��d�firt�. fik�irrgs. I�kockin� �r�d �II okk��r �ssocia��d 2�p�ur�enants r�qu�red. �h�ll �� �r�clt�[��d in th� pri�e �f ih� ap�r'o�r��te bid Ikem�. 80.7 Water ��rvices �I�e r�l�c�tiort. ��p3ac�m�r�#, or r���nnecti�n �f waier ��rv€ces will b� r��uire�l as shov�n on khe pl�r��, �nd�or as descrif�ed ir� Eh�s� �pe�i�l �vntract Documen#s in additi�n to thos� loca#ed �n t�e fie�d artd �d�n#liied by the Er�gGr�eer AI[ serv�c�'s sh�ll be cohskrucE�d by RJ�e ��rttractor utiCizi�rg ��pr�ve� �2����ry rnerru#actur�d la�� s�ddles (u+t��n r�c�u�r�d) ar�d �or��r�tion skops, fy�ae �C ���per wate� tub�rrg, c�rr� st�ps wilh lack wings, met�T b�xes, en�l if r��uired a�praved i�ianu���#ure�1 se�rv�c� branches_ A11 m�t�rials u�e� �hall b� as ��ecif�ed �n #he Mat�ri�! S�2�r�dards (E �- 17 & E�-18� �or�t��n�d Fn ihe C;�r�er�l �an�ract Dcr��rn�r�ts, Aal vuater servlc�s ko be repRaced sh�A k�� ins#ail�d at a mrnimum depth o[ 36 ir�ches b�l�w f�nal �rede. l�Kl �x3stir�g 3J4-inc�r v�r���r servic� fan�s w�iicJ� are ko b� r�pl�ced shall b� r�pl��e� with 1- in�h 1'�+p� K co��er, f4�nCh dl�rrreler C�� sad�l� when r�q�ired, a�d �-inch c�rpar�ta�r� frorr� trr� rna�n I�ne �o t�re m�ler b�x ,4E1 se�v�c�s v�rhi�h �re to be r�plac�d of rel�caied shell �� Fr�st��le� wiih ll�e serx+�ce m�in tep an� s�n���e lirte E�ern� Jrr I�r�� v�ri#h #h� ��rvice met�r �,nCe�s s�C�erwFse dir��t�d l�y+ �h� �ngineer. �,�-rrnRmurr� of �4 F���rs �[f�rance nok��e sha�l �� g�ven wR��n senrace an#�rruptian w�il be r��u�red as sp�cifi�0 �r� ���tion ��-5.15 I�T�F�RI.lPTI��V O� �ER111�� Alf wa#�r s�rvice rne�ers shall be refnoverl, ta���d, and ��Ifact�d t�y ihe �on�rackor for pickup by t17e UVal�r �epar!���nt for rect�ndil+�nir�g c�r r��la�em�ni Afl�r inskalfa�R�rs af the wa�er servic:� rn «� �roposed Jocat�or� �rrd receip� of a m�#�� fr�m ahe pr�jec� �ns��ctor the conlr�ctor sh��l rn�#a�l �he rn��er. Th� meker box sY�af� be r�s�k a� ne�essary to be fl��sh wiR�r exEsE�ng c��o�nd �r as ot�r�rwise dir�ct�cl by �he �e�gG��er �1CI such w�rk on [F�e ���lek s�d� a` [i�� service m�#er shall be perfiorrn�d by a Eic.�r�sed plurn�er 1N�lT�f� S��VI�F R�PL����V1��1TS Water ser�+ice repla��r�-�e�t �r re;�c�l�o� is r�q�irer� when the �xFs��ng sefvice is fead vr is koa sk�allaw to av�Fd breaka�e d��ri�g sir��t reco�rstructic�n '1'he �an�ractor shaEl r�place k�� �xisting se�v�c� lir�� w�kh ��+pe K�o�p�r fra�n k�� rnaRn t� IY+� rneker, c�rb stop with Io�C� tn+�r�gs, arrci corpara�i�i7 ska� Pa�m�ni �or all wt+rk �n� rrrater�7�s such �� back#iU fi#tir�gs. type FC c�pper 1ub�ng ��r� stap wikh I�ck wings �erv�ce �i�se adjus[rr��nt ��� ar�� r�locaiia:r of up ko 1�-inches frt�m �e�ter lin� �xistrn� me#�e �ocatian ko �er�ter lin� �r�oosed rrleker 3oca�ion �hafJ �� �rrcl��c�e� ir� ih� Lln�ar Fo�k �rr�e �id �or �opper ��rvEc� I�ira� from �k+lair� to fiv� {�� f�et kr�h�nd f1�et�r. An�r v�r#i�af ad��str��r�f of custorr�er s�rvic� li�e wili�in th� � foot ar�� sl�all �e s�bs3c�i�r�r ta t�re service �ns#�Ir�Ei�n. �o�ror ��-4� PAF�T D - �F'���AL ���f �ITI�I�� l'�,yrnerst for a�� work and rr�aker��ls such �s kap saddle {�f �eq�aired). �orpara��o� stops, and fittin�� shall be �ncE��1�d �n lh� �ric� bi� far �ervice ���s lo A+lain, �. V�l�T�Ft ��F�111�� F�E��N�1�CT1��1_ 1J�:�ier ser :���e reconn�ction is required w?7�n t�e existi�tg service i� copper �n[# at aciequ�k� dep�h ko �vairl bf�a�C�g� dur�n� str�et �ec�e�str�ac���n_ �f7� c�ntea���r si�atl �d�usk the existi�t� +��ter s��+i�� II�� as r�quit��d �o� r��an�ectGon �r�d furnish a nev� ta� wi�f7 ��rp�ratM..F� �top. �`��s conlrac��r will be ��id fof on� {�� Serv��e Tap io Maie� f�r each �erv�c� �'econrrecte� �E�s for ar�y co}�per servic� iine us�d i�r exce�s of iive ��} fe�t from M�in ko f�ve ��j f��! b�ehir�d lh� M�ier, 3. VUA7Ef� �E�lfk�� M�r�R AND A+IETER 8�� ��LO�fi,TI�N�; V1�hen #he r�eplacer�er�# ���d �'�loca�iran �f a w�#�r ��rv�ce s�rd met�r }�qx �s r��u�fe� ar�d �17� laca���n �[ xf�e me[er �nd meter #�ox is m+��+ed �r��r� t�ran tw��v� �i2) i�c�es. as ��te�su�e� ���m khe c���er lir�� �f !h� exi�ting me#er lo I�cation ta the eer�xer lin� �f t�re p�o�ose�i �7�et�r I�cal�or�. sepa�ak� p�yment will be aiiowed for the reEo�at�or� �f s�rvice meter �nd rrr�t�r bo� �enter�in� Is �efir�ed b]� � I�r�e exl�n�ed fr�m th� s�rvice tap t�rough �F�e i��ter. Ortly rel�cat�o�s �n�d� per}��n[f��ul�r t� th�s ce�lerlir�� wil� be p�ici for sep�r�kely, R�3ocak�pr�� n�ade al��rg ih� centerlin� wi�l lae paid �f i�r f�ei of c�pp�r se�+ice ]i�t� 1+1lh�� r�iacation �f ���vice rn���r and met�r b�x is req�iir�d, p�yrnent f�r al� wc�r�t and r�a#�ri�ls such as l��ckfik�, fil�ir�ys. #ave ��) feek oi #��e k4 cop��e s�i�ric� �n�l �II �nat�ri�is, 1�1�or. ana eq�,i�rrten� us�d by an� far ��+e li�er+sed plumber sh¢II �� includ��i ,r� lhe �rice brd for the serv��e met�r eelocatio� All o#h�r �o�ts w�ll be included in ��#��r ap�ropri�ke b�d �kem(sj. TYri� ite�n w�ll ��s� b� use� ta ��y fvr �II s�rvic� rr��t2r �nd mete� b�x r��acations �s r�quired by the Fr7gine�e wher� the s�rvi�� lin� is not k�ei�� feplac�d Atl�ustrrre�rl o� �nly ll�� �r��ter �ox �n�E custamer servEce line w�thii� 5 fee# d4slance �eh�ntk #h� rrsste� will no# jusEify se�arake ���+m�n� a� a�y k�me, �ocaiions with rriu�r�pl� �e�+�cs branches wi�l be �aid fof as �r�� s�rvs�e meler �ntk me#�r �vx r�loc�lt�n 4 N�',l+.+ ��i�1�1��. IN�7��� neu�+ s��+ic�s are req�ired ll�e c�ntractor �halM �r7stal� xap s�ddl� fwl�en �equired), ��rporaliort ���p, tYpe � copp�� s��vi�� IMne. �urb stop with lock w�r�gs, an� meter l�ox. �ayr���nt far ��I w�rk and rnateri��s �ucl� a� backfill. `ikRen�s, ��+�e #{ c�p��r iu�i�r�, �rrd �urb s�ap wik� Eock win�s shaJl i�� irrcluck�� �n #t�� �ir+�ar Fo�! �arice b1d far �ervice LFne frqi�� �1aln ko ful�t�e ��„� �5) f�e# i�eEiind t13� rr�ete�. Payrx��nk for all v�ork and rnateri�l� s4ach as tap ��ddle, co��or�kion skop�. �nd f�tt�ngs s�aEl b� inciudes� i�ti k�s� �ri�e 3�id #or ��rv�c� Ta�� to M��ns. P�;+m�r�i tar all wctk ��� rrka��rFals su�h as furr�ishing and s�[l�ng new m��er �s�x shall �e includ��! in I�� price %i� for furni�h ar�d set rr$���r �ox � �nU�riP�� ����i�� ��������� �+V��n rn��fr��l� s�rvi�� �,ranrl,�s �r� rcF�e��r�d the can�r�c4or shall furnish ap�roved f��tory rr�ar�ufac#ur�d br�n��res Papment for rnu�#iple serv�c� br�nches wil� ii�cl�i�ie f�.�rr�ishi�g and inskall,n� il�� m�lk�pie �er�+.i�e brar�c�r on�y �nd ali ��her c�s# �+ikl f�� ancl�d�d qn c�Rh�r appro�r�ke b�d �ke�n�sj G, A+1l�LTiP�E �-r'r��ET ��RVI�F� LIfVE� TO �1N�LC �ERVI�� h+1�TER� Any m��#�ple senr�ce I�ne� wi�l� �a�s servi�ing 3 5��1C�IL S�IVi�� 117G��f �C�C04��1tEr�d dLkflfl� canstru�4i�rr ��0$!4i ��-�� PAi�T D - �PE�iAL ��i���TI��V� �h2�ll b� rep�ac�d wi�h ��� �er�+ice I�n� k�at is appla�able �or ihe siz� of the exis�ing ��rv��� rrt�#er a�� a��ro�+�d by lh� �ngrn�er_ F��yment snaE! b� m�d� �� tl�� �n�t bid pri�� in the �p{�ro�rFate bid it�m(�}. 8�.8 2Ylnch 7�rr:pora�y .5ervice �.i�� Tt�� �-inc� t�rnpt�rary service �ain antS �1�-ir�c�r senrice �ihes �h��ll b� irtstall�d to �eov��e ��r�p�r�ry w�ker servrce to al1 �u�ldir�gs th�t vwila n�cesaaril�r b� r�q�ir�d �o �t2��e ��ver�d w�t�r s�r�ic� du�i�g said vuork. The �or�tractor shall be r�spanslble €or ��ardtna��ng #he �ch��ule o� th� ternpa�ary s�rvice �c�nt�e�Ei�ns and pefmanent s�ruic� re�or�nections wiCh �I�� bu�ItEir�s� ow�re�s and #I�� Engr���� i�r ��der th�t th� work b� p�rfor�ned in �e� ex�ociiki��� m�nner. �ev�fed water s�rvi�� m�si be r�conr���fed w�khir� � I�o��s �f discor�#inu�n�� Of S�rVIC�. A�-in�h �ap�i�� 52�ddle ar�d ��inch ��rpor�lio� sl�p ar �-ie�ch ga�e �al+�� wi��r �� �ppro�rFate fir� hydra��t �dap#�r f�tt��rg shakl i�� r�q�{r�d �t ��+e #��npoTary s��v�c� por�t of connectior� ta t�re �i��+ w�#er �uppi�. T�r� �-inc�r t�rnp�rar�r ��rv�ce main a�� ;���d-�nch s�rvic� I+n�s �ha11 b� �n�ta3led in �c�ardanc� t� lh� a�tach�d �i�ures 1, � ar�d �. 2" t�r��pc�r�ry s�rv:�e line �i�ail b� �I�arr�d �r�d skerlEized by using chlorin� g�s �r cf�aatinat�� lime (Hr1--I� prior ko Gnslalk�tian, A iwo-�nch rn�#er will r�� fu�r7�shed by lhe Water C}e�arkrneF�l Me#er �h�p arrd ir�slall�ti by lhe ��r�tr�ctar aC ns ���nE o# �onn�c#i�� ko Ih� �ity wa�er sup�ly �or r��ord k��}�ir�� purpos�s only. �he oul-o�-s�r+���e rn��ers shall t�� remo�red, tag�e�! an�l colfected �y th� �onlf�clor for d�lr�+e�}+ Co kh� UV�Ec�r C?epartrnen! f�7�ter �hop for recor�ditiorring or r��fa�c�mer�#, lJpas� r�s#oring pe�m�n�r7t service_ �he �or�tract�r s�all r�-ar��lall khe meters al th� carr�ct I���i��_ The meter b�x sF�all E�e �es�f �s r�ecessaFy �a he fl�sh w�th the existing �r�ur�d or as ��herwi�e dir�cted by t�re Er�����er, Th� #�m�ofary servic� ��yout sl�all �av� a mri�irnum ��+��i�k�l� ���w rat� �f 5�pN1 �t a dynarnic �ressur� af 3� P�I per service kag T�is crit�r�� sl��ll be t�se� by kh� ��nir�clor t� cfe#e�-i�i�� k�e lenc�t� of k�m�or�ry+ servic� sllow�cf, nurrrk��x �t s�rvice taps and n�rriber of f��d �oints. V�Jh�r� th� t�r�pc���ry se�vic� is r�quir�d f�r mor� than �er� Ioca�Ran l�� �-�n�h tempar�ry serv+c� ����es, 3J�-ir�ch� s�rvic� li��s a�d the 2-ir��h m��er shall �� rr�o�ad i� the �rexC su�cessiv� pra��c# i�c�kE�r�, payrn�nf �nr work sucf7 a� fittir��s, 3f�-in�� seevice I�r��s, �spf��fl, b�rr�cad�s, �!1 se�+iC� conr��c�iq{7s, remo�+�l a! tempor�r� se�rvFces ar�d aIM ol#��r ass�ci�#ed appr��t��ar�ts r�quirerJ, s��ll k�� ir�c��,,[}e� �n th� a�pro�ri�le �id ktem. 80.9 Arij�s# INa�ih�les. and �a�lts {Utiiit+� �u�} �or�#rac:l�� +�ifl be ��P�po�s+h�e �or ad}usktng w�l�r v�lve bax�s manholes �nd vat�C�s la n7atc�r r�c�.+ p�r���rn�rrk c�rat��. �he �nrt ��i�� bfd wiH �e f��lC p�}�m�nk for m�#�r�als inclu�ing a�l lahor �:��iprr7enE, Eo�l� �nd rnca��nta�s n����sary so ��n7ple#e thc work 80.'I� �4�#jti�t �II�t�� V�Ive Boxe� �on#r��#o� w�ll be r�sponsible far adfus��ng w�tar va�ve [�oxes �a makch r�ew p���mer�t grad� l�i�� wa#er va�v�s the�n��M�+es wilr I�� ad��sted. �f r��c��sary, by CiRy aF �ar# Vlforth 1N�l�r L?�p�r�mer�i foree�, rn��sfo7 ��-5{� PA�T D - �P���►�L ��IVDITI�f�� pn�r !� the be�lnnir�g of v�+ork. #h� ��niracEor sh�il rr��k� ar� in�r�ntory ai the c�r�dition �f ex�sti�� wate� vaEv� box�s. Th� �or�str�ciiar� Er�g�r��er will fMe9d v�rif�r this ie�v�ntory and provide #he ��r�iraclor f�p�ace��r�ts ��� brak�n valv� baxes. �`he c�rslFact�r shall r��la�e the valve �ax�s whi��r �r� den�a��d durir,� cans�ru�fi��n �# n� ���# �� #h� �M�y T�re �rnit pric� bi� �er e��h will b� fuli comp�ns�#ion for �II 1�b�r, n�Ea��rkals. equipr���nt, tovls, �nd iRtc'td�nt�ls ne�ess�ry #o �or�pleke Eh� wc�rk, 8U.1'I Purg�ng ai�ci �t�rilizati��e of ilVater Lir�c�s Be�are t�eint� placed inx� s�rvice all n�wly c❑nstruct�d wate�r lin�s shatl be pur�ed �nd s�erili��d i€� ��co�d�r�ce wilfi� ��-�� �f �I�� ��r��r�l �ot�ir�ct Do�urn�r�ts e�rd �p�ckficaiians excep� �s m�c�ifi�d ��r�in. TF�e �on�r�ckor wsll f��nish �I� wak�r for GhlI�I�� cleaning and ste�ikiza#ion a� wa#�r lines. �A11 materials �or canskructior� of the pra��ct, ie��auding a�propria�ely sized "p;pe c���n��rg pit�s�� c��lorin� gas or ch;�tinated �irne {]�TH) s�rall b� �u��r�sh�d by �he �a�rtfa��ar. �hjorinated E1me {�JfH} s€�al� b� ��ed �n suffresen� q�ai���ties t� prav�d� � chk�r�ne re��d�aG o� fiGf�y �SQ� PPM. ��re res�dua� o� free ehl���ne sk�all #�� rrie�s�red �f�er ,�� �+�ur� an� s1�2�E1 nat t�e le�s #ha�r 10 parts per milM�or: of fre� chforine. ���f�ranated w�t�� s��u be disp�s�o� �i ir� the sanit�ry se��+er syster�, �t�ou�d � s�ni��ry sew�r �a� �� avaG�abl�, �h��rir�ai�d wa#�r sh�il k�e 'de-chlor�r�ated" �r�a� t� dis�osal. 7J�e line ma�+ no# be pl�ced �n s�rv�c� unl�I �wo succ�ssive set� af sarnpl�s, #a�cen �� hours apark, fi�ve rr7e# t�� esta#�lisk�ed st�ndards q� p�riky, P��rgir�c� and st��ill��tio€� af the uuater lines shall t�� r,�nsr��r�� as ir�cr��ntaJ ko !he �roje�! arr�i al� costs inc�rreri w+ll �e consFdeted Eo i�� iR��l���d Ir� I�e C�ne�r foot �ir� pri�� �# th� Pil��- ��,�� UVork �1ear F�r�ss�re ��ar�e ��unc�aries �ontr��#or sh�ll t�ke r�ok� th�# t�r� w2�ler line t� be rep��eed �nder thRs contract may cr�ss or ma�+ k�e in �1ose �roximity Eo �n existin� pres�ufe p��ne bo�n�ary, �ar� s�rall be tak�n tp �rrsure ��I "pre�sur� �lar�e" v�E�+es ins#alled �re inslalle�i c�as�d and �� cr�ss �ar�n��k�ons ar� rnad� �e��+��r� pr�ss�,�e �I�rs�s 80,�13 Vh�ater Sartiple �tati�rs �ENERAL A�I waler sair�pl�ng s�a�ran :nskalRa;i�ns �vill be p�r aktached F�qure 3� �r as r�quor�d in large v�a��f r�ie':er v��lEs a� per Fi�ure 33 �in�ess otF���wFse �iMr�cae� by Cr�� Enr��r�e�r, The �ppro�ri��e waCer s2�m�lir�g �fi�R��n will b� furn��heri t� !he ��r�tra�'or ff�e a[ cf�arga; howev�r RI�� �onlr��k�ir w�ll k�e req�ir�d !� �i�k up I�tis 1Cern �t I�e F{�Ed �peraai�ns Wareh�use. PAYM�hIT F�R ���U1�� 34 Ihf�TA��A�'I��l� p�ymenl ��r �II v�ar�c and rr�a��e��Es r��c��sary far �J�e ins#al�a�i�r� of the ���-Ir��l� Cy�� h� copper ��r�+ic� �Ine wrll h� �F+�EI be incl�r�i�d in �h� pnc� bid for capper ��rvic� Lirr� fr�m fx+i�rn [o N��#er Payn3en� for �II w�rk ar�d �r+at�ri�ls n�c�ssary �ar �h� �r�st�Nation ��� s�d�l� (if r�q�i�e�). corp�r�t+�ri stop�. arrd fiEiings �hall �� ;n�l�d�d ir� Rh� �ric� k�id for Servi�e Taps ta Masn �aymer�E ��r all work and rna�erials nec��s�ry fvr ihe �rrsEalf2�t��n of the sampli�t� sta#io�, concr�E� supp�rt ulo�k. cur� sio�, fiitin�s. anrl an in���i�n��l �-��el r�� ly�� � copp�r service Il�e whi�h ar� r�q��ired t� prov���e a co�7pl�#e an� fur7�;kipr��l wate� sarr3piirrg stat�on sha�l he ,nclud�d Gn the price t�id f�r Wa�er �am�l� �Rat�ons ra�sn� t ��-� � P�I�� D { �P����L ��C�I��TI��#� P�Yi�lE�3T ��F� �I�UR� 3� Ihl�T�LC�ATjC3N�� F�ayer�e�l fvr all w�rk an� n7����F�ls r��cessary for #h� installat�a�� t�p s2��tdle, gake �aive, �nd #�kt�rtgs sh�ll b� ie��l�d�d ir� th�e pri�e bid ��r ��.Frv�ce Ta�rs za �1a�n. �'�yrn�nl #�r �II �v�rEc and mat�rials ne�e�sary far I�e ir�st�l�e#io� of th� s��plEn� st�#i�n, rn�difica#ion to k�� �+a�ll, fiitin�s, �nd �II iype K cap�rer s�rvfce lan� w�ich are r���ifed t� provid� � c�mpl�t� �n+� C:�ncCtan�l w�ker sar���iing stat�o� shall b� �ncluded ir� �h� �ri�e b�d for 1Nat�r ��rr��l� �Kakions. �aos�� ��-5� PAF��` D - �P��I�L ��I��ITI��1S 80.1� ��ctile Ir�n and �r�y firor� Fitti�t�� Ref�r�nc� ��rE E� �ons#ru�4i�� ���cif��a#iar�s, S�ckEon �2-7 lnstall�r�g �ast Iran P�pe, fil�ir��s, �nd ��ec3al�, ��1� �ection ��-r � 1�as! Jr�n �iklings li�� aarst Pa�agrapi� sh�ll b� r��ised ko read �s faElov�s: ��-7 �1 DI��TILC-IR�}�1 A�]D �R�1'-lRQ� FITT�t��S; All du��il�-i��n �nd gr��+-�rar� ��tlings sk�ai� �e fu�nisl��d wEth cemer�t r��r#ar Gning as s#ate� in �eck�an �1-7, '�h� �rrc� �i�4 per ton of ftxings shalr b� �aymenl in f�IC f�r ��I fNtk�n+�s, aoint a�c��sar��s, palye#h�r�ene wrapping, honzon#al con�re#e blo�kiny, verti��1 �i�mdown ��ncre#e t�lt�cking, �n�i cor��rete cfiadle r�ecess�ry for cons#fuction 2�s designed. A�I d�c#il�-iron ar�rJ �r��-iron fi##�t�g�, va�ves ancl sp�ciai� sYra11 be wrap��d w�t� po1y�€�ryi�n� wrapp�n� c�nforrr�in� �� Maier��l Spec�fE�at�a� E�-13 ar�d �or�slruclR�n �pecificaKion E�-� 3 INra�pan� s��ll �re :ede horiz�r��al co�rcrete bl�cking, �r�rii�al �ie- dawn coi�cr��� 1�lo��rr�g, artid concr�#� ���dE�. P�y�rtenl �or tl�e p�ly�x#�ylen� wr�p}�pr�c�� h�rkaonta� c�rrcrei� �locking, v�rlacal #ir�-r��wr� �on�ret� �lo�kir�g, ar�d c�n����� �r��i�e ���ll b� inclu�ed in 1�id i:aF7�s for vales and fitt�ngs an�l 1�a o�1��r p�ymenC� wrll be allo+u�G. D-81 SPR11Vi��ItV� FOR �U�3 �O�VTR�� AI� appk�cabs� �r�v���an� of S#an�arc! S�ecific���ons I#em ��0, `�pnnkiir�g for Dus� �ontrol" s�r��l appi�r. �low�ver. no dire�t ��ymen� will b� m�de ��� Ihis item an� ik s�all �e ��rrss�ered ko lh�s ���rlr�cl, I�-82 D�WAT�R�NC '�h� �or�kr�ckor shall be r���onsible for �ekerr��ini�g khe �r��lho� �f d�u�+a�erlr�g ap�ral��n for th� water or sew��e ���ws from #he �xis#rn� rraains ��� grour�� wa#et, 'Cl�e �onlraclor shall l�� ��sp�nsii�l� f�r dam��a o� �n}� nal�re resu�trr�� f��rn t1�e ��wat�ring o�e�at�o�� The I�ES�HA��E from a�y dewa�er�n� o�er�#ior� shall �e ��nd�cEed as approved by tl�e �r��ine�r �raur�d w�ter sa7a�l r��k �� c':scf�ar�eo �nk� s�niE�r� sewers D�wa�errn� sf��ll �e �or�sida��e�i �s incicE�nt�l #� a ca��struc�ron �r�d �II cos�s �n�urr�d will �� �pns�d�r�d �o b� i�:�lud�� irti �f�� pr���ct pric� �-83 TR�N�H EX�AV,4'�iO�V ��J D�EP TREN�HE� ���tr��t�r #o pr�ve�rE ar:y wat��r �1�x+vint� rr�to op�n !f8r3C�1 4�U��rl� COI15#r'l���iOr3 �t�n#ra���r sf��t� n�l I�a�e �xcav�[�d tr�nch op�n a�r�rnig�k. �ontraclor shall fill any tr��ch i�� s�rn� day �i �xcav�tioi7 N� ex;r� �a}+rri�rl sl�all b� alla�vad f�� ta;is spe��al ; ond�kiar��. Q-8� TRE� PRUN[h1� A. f��F�REhI��� hiati�nal �rborist �ssaciation's "Prurring �t�ndafds ��r �hacie Trees�� B RO�IT Pf�VEV�N� F��,J�PM�i�� 1 1�+bra�o�y K�rife 2 V�rm��r V-�550R� R�at �runer �. I�ATUR�AL RE��UR�E� PRO�E�TI��! rFh��E rt �Eeel "T" _ ��r st�k��, � feet long, taas�� ��-�� ���� � - ������� ��n���ri�r�� -- - �. �mo��h� H�rse�INire; fi4-1{� �auge �m�di�m gauge) ar �2 gau�� �h�avy gau�e�. � Surveyar'� Pl�stic �=Ca�g�ng: "Tundr�" ►+v��ght, Interr�alional #fu�r��e��# arange or r�d c�3�� �, �ombin�taon Fe�ce� ��mmer�i�aly mar�u#actured carnbsn2�#�on �oiC sep�r�t�.r f�I�rGc �r� tin+�r� rn�s� b�ckir�g as si��wn on tk�e �r�wr��s_ D. I��D i PF�LJ��hI� 1. �urve�+ �n�{ �t���e locat�ar� of ��ot {�runir�g t�encl�e� �s showrr or� �Jrawir��s, � Us�ng �l�e a�rpr�v�d �pec�fied �quipr�7�n�, rn�k� a cul a mananlum of 36 in�l��s dee� in o�d�r lo rr��nimize d�ma�e #� the undisiurb�d� ro�t ��ne, �. Backfill and c��tipa�k �he tre��Y� ar�rne�iat�ly after �rer�ching, � Pla�� a 3�foat u�ide by A-fn�l� tleep �aver of �rr�lch over l�� #r�nch �s re�r�ire�1 by the E ngir7��r, . � l+�li�hin ��3 h�ur�, prune fl�ash wikh +�rour�d and backcfilf ��y �xpos�d ro�ls due to ec�nslrueti�� acEivi�y. �aver wi��r w�od �#�ips �f mulch in ord�� to ��ua1i�� soii temperatur� anr� mrnimr�e v�r2��er ��ss d�� ta evapor�#i��, ��irnit any gradang �varlt wi#hr� canse�valian ar�as to 3-in�h rr�aximuar� cul or fiCl, w��h no fc��ts �►+�� �-inch c�i���ter �ein� ��# un�ess c�# by ha�d �r �u# by ��e�ified methods, equ�p��rrt and prot�cki�n, �, N1�.1L.�HIfV�: A�piy �-rr�c�es Eo 4��nches �� u+o�d c�ips frorr� �e�mm�ng or cl�arfng ope��tiorr �rn ar�as desrgn���d k�y #h� En�ineer. �, Tre� F't�unirrg �h�E� b� c�e�s�der�d �ubs3��ary t� the proj�cl �on�ract �r�c�. �7-8� TR�E ��MO11A� Tr��s �o be r'ernoved s��a�l :;� r�mov�tJ uskr�g a�plicable rr��tho�ls, �r���uc��n� st��m� arrd ro�t ball r�moval, lo�dir��, ha�lrr�g and �um�ang �x#Fa cautlon shalf be tak�n �o n�# d�s�upl existir�� �rtilities b�tf7 av�r�,�2�ci and b��ried Th� �ortlr�ct�r sh�ll imrr��diate�y r��aair �r r��l��e arry darr��ge to u[�liii�s an�l p��vale praper#y oncludiii�, bul ���! li�nr�ed !o, wat�r a�d sew�r ��rvi�es_ pa�vemen+, fea�ces, waf�s, s�rir��CE�r sy�tem pKpn3g. �Rc., at r7o c�sk ka �h� �vr+�er �II casks f�r #r�e r�rr�t�v2��, including lemp�rary s�rvi�e �o�ts, shall b� �o�rsid�r�r� �ubs�ti3ary #a the pro�ec� cor�tF��t pr4�� and �a ac��itianal �ayrn�r7l vuill b� �IEaw�d D-8� TE�T HOLE� ih� m�tter of s�i'�s�irface �x�loralion io ��cer#a�� the natur� of the� soifs, includGn� �he arn���rl o[ rock, if �r�y, #hr�ur�h wh��� kfvs pE��li�� insk�l€��ir�n is Co be n�ad� is ��e resp�r�sEk��iik� vf an� ar�d �II prc�s�et;tive b�dder�. a�+d a�� l�i�lder �r� �hls projec� s�akJ subr�it h�5 bid �n[�er li�is con��lFon V1,+h�l��r pro�p�cC�ve b�dd�rs perfortrr khis sukasurfa�e ex�l�rat�on ��infily crr �nciepende�tfy, afld w�r�th�r �h�� rna�c� such ��[erminatGan b�r tJ�e ��� of test h�fes or at�r�r ii��an�. s1���1 be E�Ft to ih� clis�retion of such p�ospe�l�v� b��d�rs_ r�os�� _ ��-5d �� ~ ���� � - ������� ���������� _, li t�st banngs h�ve k�een rnad� �nd are pta�Gcied for bsd[�er-s an�orm�ti��, �i #he lo�atiae�� s�own �.r� tl�e lo�s �f ��r�n�s i� I��ti� appendix af thss s�ec;i�caki�n. �t �s exp��ssEy d�cl���d kh�� neithaf tYr� �iP� r�o� �he Engine�r gu�rankees �he ac�ur��� iar t1�e ir�f�rrr7�iion or #hal ll�e rr�a��rial �n�ountered in �x�av2�t�ons is ��re s�ix�e, eEthe� i�r �charac#�f. 1o�a#ior�, or �levatior�, as sl�ovur� on the boring �o�s. It s�ali hs th� �esponsibikity �f ki�e bid�er tt� �'n�1ce su�h sub�urface �rrv�stwg2�tions as he d��ms r��c�ssary i4 d�t�rn3in� 1he r�ature of tl�� rr��ker4�l !o �e �xcavaied �I�e �a��r�clo� ass�mes a�l re��v�s�b�lf#y f�r �nte�pret�i�oR o� tk�ese recar�is a� �tii f�r m�king an� rr�r�ir��aining kh� requir�d �xca�+�tion and of r�oing oth�r work a#fe�t�d l�y kf�e ge�iogy of #��� sft�. Th� �os! oE �II ro�k re�oval �r�ri oth�r asso�i�t�� app��#�r�arsc�5, if ret�u�r�d, sl��l� be ir�tl�rded ira #�� lir�e�r fs�ot btd �rGce �f khe }�ip�. �-87 PllBLI� NDTIFI�ATIO�V PRI�� TD B��lhlNGh�� ��N��`f�l]�TI�1� prior Io b�g�nniil� �t���siruc#ion o� a�y t�lock sn t�re pro�ect. #�� conkr�c�or �h�ll, on a�i�ck t�y bla�k b�s�s, prepar� ancl d��iv�r a notEc� o� flyar of the p�ndinc� cons#ructGon t� #he fror�# da�r �f each r��ic�ence or i�usirres� �hat v�lil k�� impacted hy cons�ru�k���. Th� n�lice sha11 be pr�pered �� fo�lows T�r� no#ificatkon rs�tic� or fEyer sh�ll b� po�#ed s�u�rr (7) �t�y+s privrt #� begrnnin� ar�y ��r�str��lior� activi��+ �n e�c:r� bla+:k �n the �roj�ct are�. 'f he �ly�r shall �� }�r�parec� on the �ontraclar's I�ikerh�ad and shali �n�l�de the faGlowFng �nf�rma#�or�; I�arn� �f �ro���t D�G t�o., �c��� of pr�j��t {i,e iyp� of cor7str����on ��tivii�+}_ ��tuaf conslruction d�ra#ion wi�l�i� #k�e bl�ck, the n�me of [�e �orilrac��r's forerr��n and �is phon� number. th� n�rr�� of t1�e �i#y-s inspe��or �nd �r�s pf7one numh�er anc} k1�� �i�y's �fker-hours pl�one number, A� san�ple of �fi�e 'pr�-cons#ru�tior� r�oti�cali��' fl�+er is a##acl�ed Th�� cantr��t�r sl�a�l s�bmik � sch�duR� showing th�e co�rstr���ion �i��k an� �inrsh tirrie f�r �ach 1��ock of #h� pr��ec# tt� ll�e rn����iar, I�r ��Id�lian, ��opy �f �I�� �lyer s�sall be de�ivered Io #h� �it� irrspe�to� fot h�s r�v't�w �rinr #o b�i�� distribu�e�. The �on�rac�oe ��+�II not b� all�we� �� be�in cc�nstr�ction on ��ty 1�loc� �inkal tl�� ffyer �s d�livered to all r�sir�en#s �f ihe blo�k !1n elecir�r�i� vers��n of tl�� s�ar�ple �E�+�r c�i� b� ob�a��r�d �ran� kkse ��nstru�ti�n offic� �� �71-83�36. �II work ir���lv�d with #he pr�-construck�on npiifica#ion �lyer shall �e cor�ssd�red �ut�si�iary ko li�e �onira�l prir� �r�d na �ddl�io�al c�rrrpensa#�on shall t�� rr�ad� D-88 TRA���� BU1`7�1V� TI�e �err��val a�r� repl�cer�7�rr1 af tra�fic bul��n� �s the re��onsa�il�ky �f Rh� contra�lor �n�k sF�a!! be ccnsid�r�d � s:�bsidiary �ken7 In tf}� ever�# tE1�� lhe c:�rstr��tor prefe�s f�r tl�e �ig�als �Rgn� and N1ark�n�s �ivtsM�n (���I�} of 1h� �`ra�sps�rk�#�onl��k�ki� V�+orks I�epartm�r7i �o in���ll th�� markirrgs, I�re �orYtractor shall con#ac! ���VpD at ��317'j �71 �8{7� an� sh�li reirnk���s� ���D f�r all �osts irr�ur�ed boal� labor and rr��#�rial. iVo a�diii�naR corng�ns�l�on s�al� be mar�� ta ihe cor�tr��#or for il��s re�rnburse+i�en�. D-8°� �ani�ary �ev�+�r �ervEce ��e�nouts 1+11hene��r a sanGiar�+ s�we� ��rv�ca I�n� is ir�stal���i or re�lac�ti. kt�� �oi�#ra���r s�ali ir�stall a 1rrt+�- way ��rvkce cl�ano�l �s showr� in the atta�he+� d�la�l, ����nouts �r� #o k�e ir�sk�lle�i or�i o� 1�Fgh ir�ffr� a�e�s s�ch �� dri�+�w��+s, str��ts, si��w�fks el�. wh�r�ever p�ss�hfe V�+hen iC is no# possi�ie, !h� cle�r�oul siack an� ��p shall 1� �a�t ie�r� ra��+� ��-5� P�F�� D � �P��i�IL ���1�ITI�N� P�ymer�t #�r all wr�rk ar�d ma��ria�s n�cess��y for kh� 3r�s#alla[i�r� t�f f�� two-way s�rvi�e ci�anaut v��ich �re r��u�re� to �rovic�� a c��nple�� a�d function2�l ��rtitary s�w�r cleano�t sha�� be inc�uded in �h� ��ic� b�� �or ��nitary �ewer 5ervic� Gleanouls_ �o��ro� S�`-5� PJ�II�T DA► - ADDITI�I�,�L �P��1�1L ��I��MT1��1� a�,�� i7A-� DA-3 D�l-4 DA-5 �}►4-6 �A-7 �A�8 DA-9 I�A-'4 0 DA-1'k D�1412 �A-13 bA-4 4 DA�i � pA-1� DA-17 DA-�I 8 �A-19 D10.�2 � DA-�1 DA-2� �A-�3 p A�24 D�k�2� DA-2�a DA-2� D1�-28 ��1-29 Dl�1-�� DA�3 � QA-3� bA�33 C���34 T�A-�5 [�A-3� DA-�7 �7�1-38 D�1-39 DA-4� DA-� 1 C� 4-�#2 DAm43. OMlTT�D...__ ,,,...,......,. ............ .. . ....,..,,.,.... .,,..,. ......, ,. ....,.... , ,. ....,.,......,....., „ ., 2 �Ma�TED._....--�---�-�---��-�-� ............................................................................................ � �}dll€���D. , ..,,...,_„ ......... .. ..... . ... .... .. . . . .. ......................................... ... . .... � O�l���D . ....... .... .. .... .. .. . . ._._,,.,,._.......,,......,.,..............,..,_._.., � PIP� II��T�ILL�� �Y �fi1-I�R �`HP��V_OPEN �UT ... ............................... .. ...,...,....,.,_� �NIITT�D .. . . . .. ...... .. .. . , , ., ,.,. ..,.., , . ,...._ , , ,. . , , , , ,.,.. , � ���7.E��IV� IVlAI�#iO�.E �OATI�JC� F�i���Ri���G�l� �f��T��TI�N... , ,,,...,,.,,.,� M1�NI�IOL� ��HA�IL.ITI�TIOhi ....... ..............................�----........._.. ......._.... . ..,-----..__.7 �URFA�� F�R��AF�A�I�h} F�F� MANNO�E REHABiLITATl01�.. .. , .. ........... 17 1iVT�f�I�Ft Rf1�4h11��L� �01�1�1�3� - IViI�RO$I�,I��#T� MORTAR �YST�i4ta , .. . , 1� iN7�Ra�l� i�lAhiF�l��� �O}�TIN� -�UAD�� S1��TEN! .............................. ........._.._.�� l�JT�i�IO�t Ih�lA�1FIOL� �(�AT1�1� - �P�AY IN�4�E. ���T�M . ... . . . . , , �4 INTERlO� I�l�ANH�L� COATIh�� - RAV�N C�I1�1�l� �YS7�M . , , . . . . , , �6 11�7�F�I�f� MANMp�E ��ATIIV�; P�F�hh�A�A�T �Y�7EM V�IT'W �P�XY �ff��R_..�9 a�]T��I�� MA�lHC�LE �OATthl�-��`�2�I��-S�AL-��'S�E� , , ,.., ,. ., , 31 �I�It� F18�#���A�� MAhkHO�E Llf�l��t� . . . . ... . .. . .. �. _...,..., ..__...,,_.,..._ ..., ,. �4 _....... F��f� LI�1�D �ON�RE7� WA�I_ i��C�N��FtEJ�TI.��I ... .......................................... �7 PRE��IJR� �ROUTI�,I� . . . . . . . . , . ........................... . . . �9 1JA�U�1M T��7�i�� �� R�F�IABiLITAT�D 11�Ah1WO�E� . . . . . ..,,.......,.. ..42 �-- FIB�R�E�A�S M1�tJFi�L�� . .... ..... .. . . . . ... . , , , . . , ..,,..,F..,. , , �� LOCAI`��N AN[3 �XPC}�UR� D� �lE�4k�W�L�� I�ND Vti1ATER V�LVES..,,,........... ..�49 — -- - - -� -- ----- ---- R�P�.�ACEM�AII' C}� ��F�1�F��7E ��.1R8 ANQ���.ITT�f� , , , , , , ,,,, ,,,,,,,,....., , , �0 REPLA��M��]T DF 6" ��N�R�T� D�lVE1NAY� . . . ................. .................... .. �� #�EPLA��MEh�T pF H.Nr,�4.�, PAVEMENT AIVD BA�€ . ....... . .. . .. ..... . . .. .... . 51 ��t,�L��D CRU�H�I] �7�f��� ... . . . . ... ... .... . . .. ............................,..,,.,...,, , , �� VtilFf��� MILLIhl� 2" �O �" DEF'TH �.�' W1�7E ... ..... ....................................... .. . �� BUTT J{71NT� - MlLL�D ... . . ..... . . ..... . ..... ----�•,.,.......,,.,.._..._...,.,.,.... .. 53 �" H,[�A,A.�. �l.}#�Fl��E �O[J��� �7YP� "�}'..._.� �.E.�� ..................,.,.,. ...,.,.,.....,... 5� R�PLA��iVEE�T DF 7" �Ohl�RETE 1f�L�EY �UTT�R .. ....................__.,.,_,.,......, . 54 NEW 7" ��N�F�E�E I�A�I��Y �UTT�R. , , . . . . . . ................._,......,.,.......... �� NEVti+ 4" �T�IND,�iRI� VIfHEE��HAIf� �AM� ... __. , , . e -- � , ,,,,, ,,,,,,,,,,,,,,,,,,,,,,, , .�� �" PAll�€u1Fi�JT �U�,1f�R1�ATI�N .... . . . ....... .... .. ...... ..... ... .. .. ........... . . . �fi F��llV��F�CED CON�i��-�� PAV�M�NT C�R_BA�E �L�TJLITY �liT� . ..,_,..,.. . �7 R,AI�ED P�#1��Mf�I�T 1�1ll�RF{�#�� . . . . . . . . . .. . . . . . . . , , . ., , , �8 p�7��VTIA�.I.� F�� i R���UM ��NTAM1N,�fiED MATEf�I�i. H10.�lDL.G1�� .. . ... �s� L{�A�IlV�, 1`i�Al���O�-�1�TIC.}N. Al�D QI�PU�AL. OF C�N�-AM�NA�ED ��IL ..�� RO�I� RIFRAP - ���4�T • F1l.T�R ��BRI�` . ....... ... . . . . . �� - - ,, �OfV�R�T� �l�� FETTIN�� A�D �P��EA�� . .......................�-�---...,-�-�---....---�-�-- . BB -- U�V�LAS�I�l�D �TR��T �?C��llf�0.i1€�N , ,,,,,,,,,,,,,,,,,,,,,,,,,,,�......,.,,,....,......... �7 �f�A17ED �RI.ISl�E�7 �T�.N��. . . ..: ,..•--.._...--�-�• ...... .............................. �7' E" PER�ORA7�� f�li�� ��1�171�AIh# . . . . . . . . .... ........................�-�--�-----._,_,..---.. 67 R�PLA�Efk�JE�I� O� 4" �Qh��RE�� �lC��tiNAL�{ ..................... „ . . , , . G8 f����MMENDED S�{�U��V�� OF ��hiSTF�U�TIOf�. .... _ .. .. �9 rcam�r�r A��-1 ��F�� D� - �DDI�'I�I��I� �I���r�4L ��IVDfT��N� ���� �i�E�.ir�� ��r���i����Y���v �u���-i�-��a�� �i�� - o��r��� ��-� �N�� En��.a����n�t����r�r�r� -�r��r��� �A-3 FOLD A#�� FORM Pfp� - Di�IITT�I] DA�4 SL�PLINIhI� - �N41fiT�p DA-� F'IP� Iht�T`A�L�p BY DTFt�R 7�1AN OPEhE �U7� � ��hIERAL, 1 �ur�rrish matenals ar�d r7e�essafy �cc�ss�ri�s wi��r str�trgihs. k�i�kn�ss, caati��s, and f�t��nc�s ind��atert, sp�cEfte� a���or r�e�ess�ry l� corrtpfet� �h� work, �. All excavatiox7 �ha�l �ravid� ari o�en area �onform�rrg t� the outsi�i� di�r��eter of l��s casing ��iC��Qf C�ffl�f COf��Ull 1'h� ex�ava�ion s���l be �� an aligrrrn�n� �nd c�rac�� w�-rich wilC �Ifow �he carrie; conduii ia be ir�stalle� to pro��� line and grade �� shown o� #he PKar�s and �� �s�a��ish�q in i�� �peci�icatiorrs, �_ 1Nor� �halM b� ���arrn�d in accorda€��e wi�h th� r�qu�rerr�er�ks �f lt�e �Fty of �o��l Warih �lU�ter D�p�rk�nen�, �he 7�x�s Departr�e�# t�f Traflspartali�r�, �r r�ilf�ac� cornpany, as applrc�k�fe, � MATER�lI�S' 1 �asing Pi�� �asi�g pipe shall b� st�el conformi�r� #� ,4��1 E+��.1 �7 arrd ki�� f��J�wf��� � a Fie�l�f �#rength: 3�,QOQ p�i +�arr�imu�n. b 1+Vall thac�r��ss; Q.3fi2 �n a�nir�lrn�m {� � for r�il�o�d cras�ings), c, C}aam�t�r As sh�wn a�r �he dr�w�n�s �rrrinirnu�n s�z� r�q��ir�menls� d. J��nts �onl�n�a�s crr�un�f�reniial w�*Jt� Ir� �ccordanc� w�kh �11N� �7.1, �. �arfier P��� in �asing �arr��r pipe sh�lf lae �s shown o� �rawi�gs and as ���cified �n il�� C��ne�al �antra�� Dr�cun3enC�. � �c�w�r PiF�� v�isa��uk C��ir.g I'i��e �I�ail �+� ��i�inimua� �lass >1 r�uciiie �rorx ��pe, or as d�si�r�aGe�i on ih� �I�ns �, �ro�t: Gra�rl s�rall be Pa�tlan� ��n��rii grout �i ti�En. 2�CQ p�F ca�rrpre�siv� steengC�3 a[ 28 �ays Propork��ned nol J�ss �I��n t��r. f� of c�rn�nl �� � cu. fs vf #in� san�i wr#h ��f#icienk waCer 2�dd2[! #o pr�vid� � fr�e flow+n� Et��ck s�urry �. �7{�CU i EON 'I +N�ere seuwer pipe is reqt�ire� to f�� o�sk��led under r��!rc�ad �m��n�cme=-rks or und�r I��+��w�ys, s#re�Es ar �ther fac��il��s in �th�r than op�n c+�k_ canstru�tian sha�l �� ��r�orrned �n such a rn��ner so as to n�t rr�ter��r� wik�s I�re ap�raiion o# kh� r�o��r, r A��-� r - PA►F�T �A� � ADD�TI�N�4� ����IAL ���]DIT���� ca�lroad. stf��#. higl�way, or ather ����lity, 2�nd s� �s r�c�� t� we�ken �� d�n�age arry �ix�haa�kr��nt or str��l�re. D�ring car:str�icka�� op�rako�ns, ba�r�cacE�s �ar��l I€g�rts 10 �af�g�aid #r�ffi� �nd pedes#rians sha14 be f�mfshed and rr�a�n�aine�, untii such #irr�e as lh� b�ckfiil h�s b�en car�ipleted and k�ren shall #�e re�av�d �rae�� th� �fte �, Plt� and Tren�hes; 2�. I� #1�� gracE� of #'he �ipe at 11�� �r�d is be�aw Che grourtid �urface, s�+itable p�#s �r ire���res s�all b� �x�a�+�ted for �h� purpose �� c�ndu�tir�+� �h� ���lckng or l�nneiing aperetions and for �a4�ciGx� �rwd }�ir�#s of Ih� ���� 1Nhe��ver enc! #r�rrc�res are cut in th� si�es of R�7� �mb�nkrr�er�r or b�yt�r�d r#. such w�rk shail b� sheet�d s�c�re�}� and braced in a �nai�ner ta {�r��en# ear�h �r�rrr caving in b, The Io�ation �f #he �it s�r��l �nee€ th� �pproval of tfi� �ngine�r, c. Tl�e pik� o[ #r�nch�s �x���+�t�o1 lo facili�ate k�ese o�eratior�s s�rall �� �ackciill�� irnm���alef�+ af��r ��r� �asEn� ar�d c��r��r ��pe i�staEl�iion h�s beerr �orn�l+�ked � Bar:n� anai Jack�n� ���el �asi�� F�ipe_ ����f �asir�g pi�� s���ll �� in���iled by barir�g tr�le w�t� khe ea€#h a�ger a��l �i��Jtan�ausly jackir�� }�Ip� ir�#o pi�c�, a. The bar�ng s��a�� �roceed troni a pi� provid��l f�r ��� �oting ��uE}�men� �r�d warkmen. The holes are lo be bar�d n��ci�ar�icalf�+_ Th� boring ���Il be �one usRng a pi��# ��al� �y �hi� rneEf�a�4 �n approxirrt��� 2-in�l� �t�le �h�El be bore� ihe en��re leng��r �� kh� cfossrrrg ar�d s�alk b� �h�ecl��d for lin2 �nd �rad� an tk�e ap�osite �nd �f Ri�e �ore fron� Ch� wor�C �it Th�� p�l�� h�l� st�ail ser�+e as the centerl�ne of the� �arg�� �f�ar�let�r ��l� to be bt�r�cf. �l�er r�r�i���ds �� r�ainlaininc� I�n� �nd �ra�e or� khe casin� r�7ay �� �pprov�d if accepta�le to #he �rs��n�er �xc�val�d �alerral sl�all b� pla�erl rr�ar 1h� to� of #h� workir�g ��t an� dFspa��d af as res�€��r�d The us� 0� Wr�f�f �f otfne� �Iu�tJs in �or�nectior7 wikh the b�r�ng ��eral�an wirl be perer�i�l�d only ta ��re exlerl requiretl l� I�I�r�cake cu�tings. Jek�sng �r sluicie�+� �ill no� b€ perrr�iit�d. �i_ rr� �rncp��solyd�t�c� so�l fc�rm�tGorrs, a ge�-forr+.��:ng ��I���tial ��,IN�ng fl��id �on�is�ir�g o( at leask �� �ercen! of hkoh grad� �arefully procsssed ����on�k� rn�y l�� us�� lo eansolicia[e cut��n�s oi �1�e bit, �e�i th� walls of �t�� hol�. and furr�ish �ubricaE�an far s�rbseq��ni r�rr+��+�1 0[ c�+t�an�s �nd inst�ilation of th� pipe inir�ed�at�ly ther�afier_ c l�lEo�u��l� vaeiaii�� frorn l�e line and grade shall k�e as s��cifi�� urrd�r para�r�roh �.� �lil voids bekwe�n b�re and ou�si�� �f ���ir�g shall b� pr�ssure �rouf�d. � Ir�s#�ll�tion af ��rri�r Pt�� in �esrng� ra�a���� A��-� ��4�� DA � �4qDl`TI��AL 5�����4L ��iV�IT��f�� a, �anitary s��.+er p��e lac�k�d t�.ri#��n the �n�as�me�t pip� �h�ll b� s�r�parteti foy �.ski�s" or "i��r�ds" to pr��+�nt the �ipe ar�d bel�s fE�rn snaggin� or� �i�� �nside of the ca�in�. �n� ta k��ep khe instalE�d 1i�e from res�i�g on th� b�ll� b, f�11 sk��s shalt �e tre�ted w�th a waod �e��ervatkve. ��cids �hould exiend for khe fuil I�r��#I� [�f t�e pip� wit� #fte �x�e�t�on of t#�� b�C] ar�a an� �p��ol �c�� �ec�asar� for ��sem�Eq u�less othe�w�se speci�R�d. c, The �ontractor s�r�ll �r�v��! t�vermbelEing t�e pip� wi�il� wn�E�l�ir�g ik t�rrau��r �he casing. A rnet�rod �f festr�c{�ng �he m�v�m�nE b��w�en k�� assembled b�ll and sp€go# wh�re ap�l�cable sh�U be p��vided. d, Ak all bored, �ack�d. �r E�nnel�� ins��II�CGons_ the annuiar s�ace ��tw��n #I�� carr�er pi�� a��d c�sin� s�rall be �ille� wiE� grou� ��re musl b� �ak�n thak rtciC #oo rr�uch water is for�ed Fr�ta Ih� casing so �� nok ko fGo�l !h� �i��. Th� backfill �naterial will r�t�# b� r��uF�e� unle�s �p�c.���ed or� the �I�ns and spe�tfi�d i�y #h� �ng�neef �, �las4�fe of th� casin� �FEer t�re p�p� h�s ]���n inslalled ��af� b� plugged �# t}�e �e�ds af #i�e cesrn� �s sh�wr� an th�� dr�w�ngs or as requMfe� b�+ the Engine�r, �_ �vr�ng and .lacking DuctlEe Iran F'ip� witl�nuk ��s�ng Pi��� �. As indicate� on dr�wings ar�d as requ�r2c! �nd dire�#ed b� #h� �n�in��r s�w�r sha�l b�a consEru�k�d of bor� and ��ckecf �uctiEe iro�r pi�e. �_ Wh�n � casing p�pe Is rtt�t de�i�n�ted arY lk7� dr�wir�gs, �he cantractof sh�ll provkd� a ca�ing p��� if n���s�a��+ ta acE�isv� lir�e �nc3 �rade, �asint� �ip� shal[ b� pr�vit�ed a� no a�idi�ional �ost and s#�a�l b� s�bs�drary to !�� cos# b3d for in�#�Il�t��n By Other ��aar7 �perr ��il, c. �ore and �ack �n ac�ordar�c� wilh �ar��r�ph �.3. at�ove. d. �17�r! ��ngt� �f s�w�r ��nsi�#�ng �f a singl� �ip� �e�tian n�a�r b� {r7sta11ed by �ackfng wit�rou# a bor� hc�fe +f �ermifled by �h� C�ganeer and irs s��t s��l �a�r�r �11: �roid� crut�i�e or irFsla�l��i R�ip� �hall h� �r�ssu�� �r��,rked C '1'�rnr�ef�n�� VU17�r� li�� cF��ra�teristics af khe ���I, the �i�e of E�ie ptop�s�cE �aiqa, or EJ�e us� of monolithic �ewer w�ul� mak�e kt�� us� o� Il.inneling maF� sa#istac#qr�+ th�n �ack�ng �� bor�ng. or u+17en sh�wn on k�e ��ans, � kunr��lir�n meC�ad rn�y �� us�d, w,k7� !he aparoval �f �h� �r��,n�er or ra�Iroadlh�t��sw�y officials � INhen lunneling is p�rrnit#�d. #h� hni�g of tk�e lunn�l �h�fl be c,€ s�rffic��nt str�rrQf� �# supp�rt [f7� ov�rburden The �or74�aclor s�rail s�hr�i� ll��: propase� I�ner �-netl���! t� CF�� �r�girseer for approv�l TE�e Runrr�l Irn�r d�s��n �h�lr b�ar the se�f �f a JiC�n�ed profess�orl�r �nc�ineer in fh� �#ete . o� Texas. Approval by the En�in�er sh�ll not rel«ve k�re ��anC�a�t�r o[ tF�e e�sponsi�:�lity fo� tF�e ade�uacy of #h� liner rn�tho�l ro�c�s�r ,���-� ���T DA - �#D�I�I��AL �P��IAL �C�IVC��TI��V� �_ The spa�e �etw��� th� i�r�nel I����t a�r� lhe lirnr�� of excava#�on shall b� press��re �ra�aleci or m�d-ja�k�d, �. Access ho1�s f�r placin� cor�ce�te s��ll �e sp��s a# rrr�xirrEum ii�#ervals o� rt0 feet, D, ��A�UI���Eh1�' �IND PAI�i+l1Ei�T_ Insta��al�on a� �ipe by ott�e� than ope� cut wili be �e�sured by lh� 1i€��ar foot o� pip�, campE�#e in placc�. ��c1� meas�rement will be ��d� b�kwee�r th� en�s of 1he �aG{�� al�r�g ��,� �enkr�l �x�s �s i�s€alk�d. �he work peeforn�ed artd mate�i�ls furrrished as p�escrib�d by lhis i#�rn v�.+ill f�� ��id for at �h� �onl�act Unit I�ric� bid pet li�ear faof f�r f�ipe Insl�Il�d by Dkher '1'h�n ���r� �ut of !�� tppe. si�e, ar�d ciass o� ��pe s�ecified a� show� on plans, T1�e €�,rn«h�ng af al1 r€rai�rials, p���, line� rnate���l� required f�r ir��tal�a,�or�, fof al� {�r�para�s�n, haulin� an� Gns#sll�n� of sarn�, and fot all 12�bor, l�o�s, equipm�n! arrd ir��Gde�kais nec�ssary �o cnin}�I�te lfi�e wtark, i�cludi�r� �xca�+�#ion, t�acicf�li�nc� and dssposal af surplus rrkaCeri�� s�ra�l be fncluded 'rn �h� ��n#r�cx Uni� Pri�� �s sl�ovt+r� ir� �i�e Bi�i �r�posal P�yn�ent si��l1 r�ok �ri�1uc�� ��vem�r�t r�pl���rn�r�t, which �f re�}uir2ci, shall �e paid separ���ly �A-6 ��RlliC� LI�� POINT FtEPAI#2 !�L�l�NOli� t���AIR — OMITT�D DA-7 PR�T��TIVE i�iA�VkiD�E ��ATIN� �O� CORR��I�hk P��TE��I��V A. �EN��AL: ���p�� 7his secii�rr gaverns ali w�rk. mater�als ��d k�stin� requir�d far th� ��p�ic�ti�r� o� inte�ior �rotecCGve co��ing �#rucl�ar�s desi�rt�ted to �eceive�l �n�erior c��ting a�e lis#ed oe� the cor�st�uctiarr drawir���. Tt�e ��ruct�r�s are to be caa#ed, i�t���adir�g ir�lerrar w�ll, ta� ar�d �encl� s�r���es Prokec#ive r,oa#"rng for corrosio� pr�l�ctian sha[I rn�et Ehe requirei3ien:$ D� tIlES ���C1fEC�E4'Jf�k f�f1Cj I��fTi� DA-1 � and �A-13j and ��e f�l�rt43f�c#uref� r�c�mrr�endalicr�s 2�r�d specificatiprts, �. D�s�r�p���r�. Th� �oniractar sr,7�l be responsib�� for ir� iurr7�s�i+�g of all �ab�r, ��p�rvi�ion material�, ��ui�rr�er�k and aesting �equ�r�� f�r kl�e c�rn�l�tion �f pr��e�kiv� coa�i�t� �f �irLJG�Llf�S rn acVo�dar7c� w�#h �r���ufacl�re�`� recorrlm�n�f2RkOrls_ � P.+lanuf�c�i�����,�'s R�cornm��r�fatir�ns: iGlateri�l� and proced�res ��ili�ed tor 1J�� lir�ing pro�e�s shalr l�e ie� stricl ac�brdance wi�h man4i��ct�rrer`s r�cor�rr�enr��a���ns � �orros��n �r�#e�lion �orrqsion prot��k�on rn�y be req�ired on a�l structures w�+ere hit�h i�irb�alence or 1�igh l��S cc�r�t��l i�s erp��#�d B �JATEF�f�,L�: 1 �cop�. Th�s sectior� goverr�s th� ma#eria�s r�y�iir�d for �on�pRea��n of proEe�#�ve coaR�ng af designal�d ���uclure� � Pra�et;tiv� �oatir��: ��e pro#��1iv� �oal�ng sh�lr b� a�r��rieE�ry iwa �om�o�enl, 1�Q percan� sol��Js, ri�id poly�ireihan� sys�ern de�Rgr��#�d as �pr�y V�+a�l as rr3a�uf�cl;�r�d 1�y �pr��rraq. Inc. cr a two-�ar[ e��+xy r�sir� s�+st�rn us�r�g 1��°!o s���ds �arosr�f ���-5 � P�4F�T DA -� A�DDIT��NAL �P��IAL ���iI�MTi�IV� ba�ed �pox� �ind�r tivi#h fk�r�us a�d flak� filfers, Is tx7ar�ufacEufe� bp Rav�n �.in��rg �ysterxts ��d desi�nated as I�av�n �QS. 3_ Specia�ly �e��r�t (Cf r�q�,ired for l�v�l�ng �r fillir��}; Th� sp�cially cem�r�#-b�sed c�atir�g rr3�#�ri�l s�all b� �o#her Q��dex {�M-�s a� rna��fa�tured by Quad�x. 1-��:, or R�lir�er M��` as manuf�c#��r�t� by �tandard �ernent �ia#�ri�ls, �1. AAater�aC I�ler��ificalio�: Th� pra#eetiv� ����ing rr�a�er��l �pr�ye�1 un#o th� s�rf�c� �f lhe slru��ure sE�aEJ be � ur�il�ar�e c�r epoxy resin ��s#em #�rmulated for t�r� ap�IG�a#ion wo � sarri#ary sev��r e�r�+ir�nment. Tf�� spray systenl s�aC] ex�ibiR I�� m�nfm�rn pi�ys�ca� pro�e�ties �� fallows_ �rop� rty T�nSri� �frerl�#h Flex�ral Str��s Fl�xuf�l �od�lus �tandar�i _ I�on.� Te�m 1f�lu� ���`#ui �-6�8 �,�0� psi AS1'M D-7�0 �O,QQ� psl I��TM €�-79� 5��,0�0 psi 5 Niixing an�l I���dliv�g; NRixing and H��cfJin� af sp��i�lty c�rncr7� m�#�tial and protec#iv� ��a#�r�g Tnat�ri��, wh��� m�y k�e ��x�c u€�der cert��rt condi��ar�s shall be in accardance wi#h ihe re�arr�mertdaRi��s of ih�e rr�an�rfacl�r�r �nd i� s�ch � m�nn�r as �� n3rnirr�i�e I�2�,��rd ta personn�f, Il �s Eh� re�spansr�i�i#y �f th� �or�trac#ar to pr��+icle appropri�te prokective rr���su�es to errs�r� th�t n�atenals �re �n��r cor�trcrl �t �If Flf1l@S and are r��# avail�hl� �v u�a��hor�z��d pe��onr�e[ or anirna�s. �,II �r�ur�men� shail �� suE��e�l Co 11�� �p�roval of l�� �rrgrnaer f�r�ly persor�nel lf7c�r��gY�ly fa�niliar wil�t ihe handl�n� �f #h� caaEing mat�r�aF sha�l p�rf�rrn li�� s�ra�+ c�atir�� ��aarakGans and c�ating insCaJla#ions. C, �X�CU��ON: 1 2, � �ea�eral: F�r���ctiue coating s�r�lf not he i��st��l�d ur�ti! lt�e s#ructur� is co�n�lete ��r�l in �Fac� �`r�li�r�rrl�ry Rep�irs_ a. �II foreEgn materiaJs sh�ll �� r�mo+��d fro�n th� interaQ� a� kl�e s�Fu�t�rre us�ng hrgh �tessur� wak�r �pra}+ {3�Q� �si �t� �O�i� psr �� s��ap tr�j b All �ns�al�tl IifC:a�c� �oles ur�se�led sE�p hales ae�d v�+cfs I�fg�r �V��� ���raximak�ly �n�-�r�Ef {1J2j in�� in t�ic��r�ss sha�l b� filE��l wi�h �atchm� cornpo�nd �s r��omm��de� b� #f�� rr��t�: ia� suppr�er fa� l�is a�plicatiorr. c Afk�r all repalrs �rav� k�e�rr �ompl�#ed, r�rrrov� �fl E�os� rr�at�r���. F'Fot�c:krve �oa#ir�g a 'f hr� p��kective cc�lan� �hall be a�p�i��1 ta !�� s�fuck�fr� frorn �h� h�Pt��n of th� #rarr�� #o th� b�nch, d�w� ta #�� #op af ��te !rougF�. TM� lop of tF�� �#rucks,rre shal� also be cp�k�d rc�r�s�o � �1��-fi - - P��T C�A - �4��I���N�#L �P��1�L ���I��TI�IV� + b, �h� pralective �aatFng sltia�l b� ir�si�ll�d in ��cor�i�nc� w�th #he t'��nu�acturer's recornmend�tip�s an�l the followir�� p��c�d�r�. 7� TF�e surf�c� shall b� #horougr,�y cEean�d �f all for�ign r�7�l�ria�s �r�d n�alter. �} T'iace covr�s ov�r ihe inveR to prever�t extr2�r�eou� m���r��l �r�n'� er�#�r11�� �11� S�W�r�, �) If r�t�uir�d #of filli�r� ar I�veli�r+�, app�y spec�ial#y c�m��t product t� �rovide � sm��#h �ur#ac� fof [[�a ��as#ir�g mater�al �i} S�fay �he �+retl��n� or ep�xy onta t�e �tr�ietu�e v��a�l ar�� ber�ch�trq��gh #o a rrtin+m�rro uni#�rrn thickne�s� o� 1�5 mils �0, i�� i�3�hes� 7hickn�ss to be venfi�ble lhro�rgh #h� �s� �f ineEhods sccept�ble ko 1��e Ei�gine�r, �,fi��r #he w�IR� are coaE��i, khe wood�tt b�r��h c�vers shall �� rerna�+ed 5� �he fi�rai ap�lica�tion s�rail hav� a r��nimui� of 11�re� {3j hours cur� �irrE� or be set i�a�d lo l��e iauc#�, b�f��� beint� subj�ct�d t� active fl�w fi� I�� �ppli���lon� sh�ll t�� mad� !o fr�z�n s�irf��es �r if free��r�g �s expect�d to o�cur ��s�[fe l�e str�cCu�� withir� �� haur� �fler a�pliCaliQn �. ���Esng cf Reha#�€iitated �lanholes Testing of r�habifi#�k��J rrt�r�holes for watertigh�ne�s shall be perf�rrnsd b}� 11��+ ��r�tra�tor �fter oper�#ions �re cbmple�e in ��c���ar�ce wak�� ihe ��cii�,� D-63 -�1�1�UUAr7 T��TJf�� �� �P�NITARY ��V�l�F� f1+1ANI�lOLE�. C3 �EAS�J��N��h�T AI�❑ �AYMENT: Pa�rnent sF��ll be bas�d �n the �ontr��# �.Jnil Pric� �3�d per �+�I��C�I iool, I�7e��ufe�1 fr�n� khe l�o#[ar� of CE�e ffar�r� to l�r� top �f k�r� ��nch fi��� �o�1!ra�� k�nik ��;Ye sl�a!I J�e p�yrner�t in E�I� f�r pe�fo{m:i�g C�+� �vark �nd for f4,rnast�rr�g �JI I�I�tar. supe�•vGs3orr m�ter��ls, �q��p�nens and n�a�erial Cess�nr� req�i��e� l� carl�piet� sh� work F�r�ss�+r� grou[mg. �f ne�ess�ry #o ska� ac#iv� ir�fiftration prior t� appltca#Eon of the pr�t�ctrv� coating sh�!I I�� inc[u�ed i�+ irre above ur�ik pe3�e �ra�ting �! lhe pipe s�als, bench� ar�d trougr� �n� I�w�r p�rtion of a parii�uiar sRr�,cl��re. �f �eq�ire� by tl�e �n��i�e�r, sl7��ll �e C�aie� for set�arasely, as spoci�i�� �n S�.cii�rr �A-�. �v3AI�F-fC7L� RF!•iABI�ITATION. DA-8 f4�A�+fF�lbL� i���-CL4�ILITA71��! A. C���1�F�A,1� S�ope. �`his secl�or, c�ver� Ihe ret��b�lital��n af san�l�ry sewcr rr7anh�l�.s �nd oiher 2�p��rle{7�rrc�s in ac�ardanc� w��h kt�e El�anl•�ole Rel�abil�k�tion I�����Is in l�re �pe��f�c2�i��ns �he rehab+li���i�r� requirernenks far e�ch �anf7ol� ar� I�sted ir� the �i�nhole 1�eI�aC�ilila:�on �chac�ule in ihe �pecif�catioi�s. Nl�i�k��ole r�r��b���ial1�� ir�c�u��s re�air�n�, rep��cin�. nr r��t�ri�� rr��r�h�le frame &�ov�r, frame s��l cl���rnney, �orbel wall. �encl�, ir�v�r! �r�d�or pipe seal�s� ra�oe.�r 115�-� ��lf�T D� � I�DDIT��IV�4L ��E���L ��NDfTI��I� Th� �or�tractar s��ll ��r�ni�h all I�I�or. supervis��n, mai�ria��, e�uipmen# ar�d tes��ng r��uired to c�mplele li�� rehabilrt�tion of the rnar�holes IEst�d in Eh��e ��n#racl Do�umen#s, �. ��r��r�l; �or�tr�ctor is eespons��le ��� I���tin� all m�nhol�� s�fi�edul�d f�rr r�h��3111t��i�n, ��I�#f��;�r shall n�k�fy �i��r E�,gin�ar Jf a rr}ar�h�l� c�nnot b� la�at�d �on�r��:tar sh�ll �onkaet �ity �n�aneer to ct��erm�ne i� rnat�ri�ls ��ma�+sd fr��r� �ehabilltate� mat�h�ok�� wiil re�i�i� k€�e �roperky of tk�e �w��r. I! �o. �or�ktact�r s#���I �aordie�al� v�+i�e�t a�d wher� t� ��4iv�r sa�v��ed r���erwal ta Et�e �ort 1N�e�Y� W�ker �7ep��ime�#. ff no#. ��rr#ract�f sh�il be r�sponsibl� for dis�osal o� tn�#�rial �orr#raclor sha�l prvvi�� w�l�F�men, #�arri�ade� �r��i w�rnlr�g s��ns ta pr�kect F�is wor�ters, insp��taes, an�l #I�� p�btic. �onir�c�o� shall. at r�o adci�kiorral cosl #� �I�� �wner. r�#�I��e �r�� pa�taan of an �xsslir�g mani�o�� kh�k Is dan�a��d �suro�rg eeF�ab�lit�#«r� of tl�e mar�hol�. �or�Er�ckor shell pr�vi�le n�cessary me�n� t� pt�vent wastew�Cer i��w from �antacCGng rrratera�� used #ar r�h�b�li#��ian prior ka #ul�y c�ri�g, �o��� �n� bro�ten i�nci� �nd mortar s�all b� r�mavecl imrr�ediat�l}+ frorr� the mar�����e ta �I�r���n�#e k�� �oss��l�iky of �re�es enten�� th� ��wer lir�es. �. �ubrr�l�t�ls; a f�rc��{u�# Inf�r�77ation ��r��ractor s}��II ��brrk�k rn�r�uf��tur�r's dnf�rm�tion on p�adu�t� �ropose�l to be �se�l 1��� �re r��t sp��ifi��lEy n�rn�d in #h�� ��ntract D��u�ri�nEs b. Persor�n�l Q��lificat�ar�s Pr��r t� starting rn�n���� �oa#in�, ��ntractar sh�Gl subr���� ��aJific�l��ns af pers�nnel tk�at w�ll b� perf�f��ng wal� re���rs and c�a#ir�g prace�ures�. �r�p�s�d persorin�l sl�all verify c�rl�ftcation witf�ir, [i�� �as� twa y���s I�y ihe ��ati�g rn�r�uf�c�rar�r at�d ��rrfy v�+arking r�r� a� least tl�ree� pra�ects wilh s�miJar coating wi#hin tJ�e pTeviot�s �2 mor�ths c V1f�rk Sched�al�. Priar lo begfnr�in� work �� b�nci� and invert r�pl�c�me�r�s, �orx�pk�ke m�n�role fL�}��CGrrl�fltS, �C CQr�StrUCtlOfl of n�w mairs�enance rnan��€e�, �an#rack�r sh�ll su�rniE for review by �wrrer's R�pr��enkativ� a pf2�n fo� rna�ntairxirtg wast�wa#�r fCavu �+�riihou� any i�tea�rup�ians C�rrRr��lor shail rr�air�Eair� waslewale!� `f�ti�� sl �II ti�nes. �, Q�alr#�+ A�sur�nce �c�r7#ractor v�iC� be responsib�� for ��I te�l+r�g �aboratory sen+ic�s ln connec���n wc#h da#� re�}ui�ed for re�r«w of ntal��ial� proposeti t� k�e ���r� In C��e V�+�rk_ ��n�ractar sftal� c�kkXain Ea�g,r7���'s at�cepta�+ce oi khe �estrr�g raE��t����y b�for� h�ving servic�s p�r[or�r���d �r�d �hakl �aa� Ic�r all ��st� far R��I�n� �v,�ner rn�y, a� his di��3�el�on, p�rforrr� �ual�#y c�r�lrol t�sts on ma#�r�als ��rin� and a�ter ��r��r inc�r�ora�ion �rti ih� INoric If an�+ of lh�s� #ests faN, �on#r��kor wil� �� s�s���sih�e for ��rr�cERng s�tua#��n a►r�1 sl�all pa� f�� any rQt�sk All c�sls lr�r q���lily ass�r�r�ce !esting wifl be ��i�s�diary to il��� V�1ark �_ D�Iiv�{y �lor�ae. and Hanc+lic,g ��Orl C��IIV�r�. 8:1 ±71c7��f131 SIl&lI I+TI+l'14Cl��GB�}+ �� �tOf�[I ar�d proi�cEed u�fi� !nstalled ie� th� 1No��k, All r��al�rial shall be I�bc�l�d and sRor�� �n ��c�rd�nce �o !h� rnanuf�c�uf�r's r�comrr;�rrt�aCions �nd �II local. sE�te. �nd f�dera� r�gt�l�t�t�r�s, B_ Testri��. �lll �er��b�litaE�d man��l�s shall be E�ste[! in a�cordan�e wiCh �ection �-��. �a�osra� 1���-8 — - - � P�4F�� ��4 - ADDITI�I��4L �P���A�L ��QIVDITI��J� 8, 4�+��IT� F2lAL� 1. �lea��rs: Waxer �E�aners � V�+a4�_ B��ctr, Tro�c�h, �roul�n�}, anel Pip� ��al f�ep�ir �'�]�dF�L1f3C ��l1��Il� QuEck-s��xing Mork�r 3 U�'�thane ��I �r�u# ��mentikious �rauE i�+lateria] �c��va#�d ��k�rt� �k�ar� and fr�� trarn �elel�rious sub�tan�es, D�terge�rt� r�una#ic a�id �c ap�ro�+�d �qu�l, ��ror�g-�ea! Pl�g, Penny �To�ii, lPA .�Ociacrete", or a�}�rav�d eq��al. S#�orrg-��al �?�R. Rapici �et, or a��reav�d �qua1 �C�ICh-���1 "5610 2�r�d �fi�]�" or ��proved �qt�al, �auer�is�� �:�m�nks "F-� q� �eo�,t" or ap�rov�d e���l. 3M ��oic� ���� "S��Q"' or approv��l equ��, Two-�ark �paxy Adh�siv� �oa4�nc.�- Ar��eri��n �i��mkc�l ��rp. "Aa�u�tapax�+" ar ap�rav�c� �q�al. �oncrete ��r��ling Ager�i Tl�or���af "Acryl Bp" or �}�prove�i e�u�l ��ancre#� ���teriai ir� a�c��da�ce v�iaYr �iry of Fort WortF� W��er Depar�ment ��neral �o;��eac[ {����rrnenEs Ex#ernal �1an��o1� ���ti�q ���I T�r Tr��m�c "48-�1�� I��avy Tn�m�cal"_ K�p �cal ""8sr���astt� B�a�Jc �plulion", or ���r�ved equa! � In��rnaR N1ar7h�E� �oati�as �,IOr��ce�l�errE ilious �;�rr��nR:l�ou� � G 7 +���� � L ...J �rarn�5, ���C; � ar��l In�ert� i��r�hol� Frai�ies an� �overs �1V�l�rli��r# �1an�ra3� Frarr�res an� Cov�rs ManhaEe In�e�� — Polye#i�yiene fu�a�hole fnsert • �tair�less �teel ��ber����s Manfti�le_L.ir�e� ��� Lk�"1�CI ��f]Cf�E� ���1 ����� ��rayr�t� ���ptay �+V�II" �r 1�4�+�en ���, �landar� �emenl ��}alenals "R�I�n�f h�1�P" or Qua�ex "QM-1 �., Nlc�Cin3�y ���Y�e hf wnh ind�n���l top.. Neer�ah "R � 72CA", or appeovecl equal. hJe�r�2�h "R����-E, Type �"' ar appraved e�ual ��rra��a�-pr�of h��h d��+s�ty ��o�yethylene �1B" ihick ir� ac�n�����e wiE� F�r� Wari� V�l��er C1ep�r#mer►l �?neral �tandafds E t �p �. ���ithw�s#err� Pack3ng $� ��a�s Inc.. �� T��he� Laic�- NE�t�rial ir7 a�cafd�r�c� with �ecl�on ��l-9 � pf ih�se ���CifiC�lipnS 11+�as�riaM in act��tlanc� wil� �ec�ian I�A•t6 n{ 11tiaPn Pr.+1r'i�irnl.nnr ����' �� - ,��a��r���v�� ����i�a� ��r��i�ri�n�� �J R�constru�tion �_ ,�oi�� i�lat�ri�l �1cCj��k�n�n# ��ngs 8iturra��#ic �ask�t ��#�ri�l Sit�rmas#ic Trowelab�e M�#��i�l Misc������aus Raot inhibikor of th�s� s�ec�ficatio�rs, �ir�gE�-pie�e, �re�ast cor�cf�t�, A�T�11 ��7�, �" rni� kl��c�Cnes� RAM-N�ft, �e�-��I�{ �r a�r�rove� �qu�,l, ��-702 c�mp��rnd or �ppr�vet� equ�l. DicF�lo���il �,6 - dichlorak��ns�niltike. or appraved ��u�l. �. EX��UTI(��I 1. fns��ection. �rior [o be�inntng Ch� Work on a rrr�r�Y��le, kh� Co�trackor �hall in����l th� �r��r��rale ar�d nolify �i�y f�rgirre�r ii �c�uaJ con�itioris �r� �n �on#1ic� with �k+la�rh�ol� F�ehabiliia#ion ��h�dul�. f�fter C;i�y Errgineer r�v�ses �ct�ec�ule, �onxractor �hall cornrner��e wi�� Work �, ik+ta�7l�ole f��han�li�ali�n R�p��r�, �acE� ma��rol� JisEed in !h� 11Aanhal� Re�abili#�#rorr ��h�e��l� will �e repaired wi#� a# R�ast �r�e �f Ihe fplkowin� re�air rrre#hods. Th� r�q�uirem�n#s for ����r repair �f�af! �e co�n�let�d as ctes�rib�d rrt #his sectian and as indicat�d o� the {��nhvle Reh�biiitaCion De�ails �n [�e sp�ciPrc�#ions. � �o�er�Fr��n���r2�rne Sea! l��placemen�, i} Paveci �r��s= I�+iaf�e sq�ar� fulC ��p#h savu cu� and eemav� th� pav�r�n�r�t #� e�tpase �I7e er�tir� rr��nE��re fram� ar�r� �x€eri�� of rna�ho�e a minirr�urr� t�f 6 inc�es befov�r t�e #t�p o! khe s�ru�;turaE�y ���rnd str�ackure k�epirig #r�rrch si�as as v�rticat �s p�ssibfe, Rernove Ch� p�v�rrten# by bfe�kir�g or�# frorn s�w c4it lawar� tf�e �nanh�le lo avoic� breakin� Ii�� frame Non-���v�d Ar�as �xc��+a[� adjacer�! ko �l�e r��a:�hol� lo �x����� ihe eniire [ram� �o � mrnimurr� �e�#h oi � ir�cf��s below �he #op �f t�� s#r�cturally so�n�d s�r�uc�ufe, keeping tr�r��h sic�es as �+�rtical a� �cssib€�_ L�rnil �xca�+atiorr �a a 6-faal b� 6-€o�i w�f��ng ar�a. �} R�m�v� �rrd replac� #h� �x�stirsg �rafne, cov�r, ar�d se��ing material. Fi�r�t�sl� b�lt dawrr fr�m� anr} �ov�r. if r��urr�� by M�nhol� i�e�abil�tation ��he�1u1� �n the �peciiical,or�s_ I# �rade r�n�s are �rok��. �el�ri���led, �r loose ��rnfr�ct�r s�ala �otify �r�gine�r p���r ta plac;nt� t77anh�le frame. �lJso if n�ar�h�l� �or�t��ns bric�C grade ad�u�krr��n#s �e� top of concr�#e �ori�e� or cl7irr7rr�y, �onir��tor sha�l re��ace �h� bn�k gra�e a���s#rr��nls w�#h prec�sk concrete rlr�g� in acc�rdance wi�h rrFan��le grad� ring fe�lacer�tent�. �} �I�an �xpvsed inkerfor �r�d ��t�rior surfac�s of #h� �xistin� cMim�re}� an[� i�rspe�� �or re�se W�r� brush �nd a�pl� a concre�� ��vnding agerrE ar�d �uRck seEtir�g hydr�ufi� c�rr��nt ko #h� #o� surface oi il�re mar�h�Ee ko provi�� �c�r�sr[�� AS�-10 r PA�I�T DA� - �Q�1�1�1��4L �P��I�L ��h�DIT��hI� a s�na�tF� �urf�ce prio� lo wns��lEing rr�w gfads rin�s an� �f�LJC1I�SIl� m2�terial 4) �urfaces �etwe�n #k�� fram�. adjustrr��nks, �n� �orbel seck��ns s�rall b� fr�e �f �irt and det�ris. ��tumast�c �ask�l r�aler�a� �Gr�inimurn 'r� on�n Ehi�k} sf�all b� plac�� it� tv�ro ��Gt��:r�tric rings �lon� th� inside �nd t�utsid� etl�� of �ach ��rnt �r u�e bitum��ti� #r��.+el�bie m����r�C Butt �oar��s o� th� kw� rows �f b�tun��sl�� makeri�I shall �e posiliar�ed opposak� of e�ch o�#�er tVo s��el s#�im�. w�o�, stan�s, o� any �r�a#eri�� ��at specifw�ally ac�ep�e� by �h� �r�gi�7e�r rr��y b� used tv �b#a,in fi�a� surf�c.� eleva#�a� of t�r� man�rol� fraar��. 5} Ir7 �a��ed a�eas, frames shall be �ns#alle�i s� kh� kop ot Ih� casting w�ll confarm 10 Eh� s€ope �n� finisf� eieva#�on of tile �av�ti s��rfa�e, A�H�wances for tl�e cot�np��ssio� of t�e i�ilurr�asli� mak�*ri�1 shall b� rr3�d� to �ssur� � �rroper fRr�al grade eEev�t�on, N�an�ql� firtt� ii7 parkvuay5, I�wns. or o�#�er Imp{oved lan�s shal! �e a� �n �le,+ation not �rrore lhar� �n� {1} in�h r��r less #h�r� one�Fralf (1J�} i�ch ab�ve the surraue�din� g���n�l. �a��Cfilk sh�ki prov3de a ur�i�or�n slope from �he rnanhole fra�rre for na� iess t�ar� tt�r�� (3} fe�� �a�� �firsCti�r� ko exFsl�hg r���:.:��d elevs#ions. 6� IRti clra�nage are�s, frarrr�s sh�ll be �ns#�Il�d so Ih� �op o� I�e caslFnr� will �e a� tF�e sam� �Eevatian I��l �x{s#�d �r�or #� reh�biltt�#ir�g #he manho;e �� If lh� insid� �1�am�t�r oi th� manhol� is ��� ��rge #o sa�ely sup���t new grad� a��ustrrtents �r fr�rn�, kh� corb�l sh�ll b� r��f�c�d or a flatlop inst�al��i pr�or �o pl�c�ng �ram�. 8} Th� �xpasec�, extari�� su�fac�s �f r�7a�rrol� cor�eJ, c�rirr��e�, an� frar�e shall b� wrre b�ush�� a�d coater� with iwo ��a�s �f �oa! t�r, 1� mirs DF�. �he grad� adjustr�ients shaf� b� wra�p�d w�th a 6 mil palp�#hpl�r�e she�t. 9j ln un�ave�l areas, b�c�fill wi�h ex�a+�aied r�a;er�al ar�d c�rnp�c� wiEi� tr���n��ic�l e�u�pme�! In �a�v�� �ra��, backfill wath �rar��ular ma#���a! r��e�l�ng r��u�remen2s of ?;ern 4Q� ar,d �e�1�on E��� ;a ��rc I���tts siso�rr� �r� f�r�ures in �e�tion H �IOj A ccncr�ke ��liar s�a:l ��� eonsR�urt�4� ir acrc�r�ar�;.Y w�th F�gu{e 1�1 ��ncre« �oilars wali k�� fEQLIf��� on r�h�b�litaE��k j'j'l�i3h�Ik.'S an� n�w rea�l�c�r.•i�nt man�ro�es as t�s��� in 11�� n7anho�e rehahil�ta#ion schedul�. �ar�s;r�actia� �� cor�cr�te col�ar will �e paid f�r sep���kely for ea�i� �anhol� and sh��� incl�de �€�r��ce ;�stotation �ancludirq s�e�€�rr��soddir�gl an� �e�m�nenk pa�enlent re�arr Re�air of pav�+rrr�n� outs�ci� �f 4 f�ot by � i�ot ca�cre#� colfar s�rali l�� e�ual ka �r sikp��iof ir� cornpos�l{�n_ �h�ckne�s etc.. ;� �xisting {�avemer�# ani���� as de�aii�d �n 1t7� �fr�r�s�o�t��i��r ar�cl P��k�l�c INcrks Depa�mei�R l�+���sl secEf��!s far Pav�menk ar�d �reT�c� Repair for Util�ty ��ts �igi,���s 1 throuc�h �. hlo�-�tend�rd �o�1Cre#e c+�llar� s�alk be cor�stru�#e�! �t Io�at�or�s authori�e�l by t�� �rrgin�or. �a��s�u � A�SC- � � � P�4F�T DA� � �DDI`���I��L ����rAL ��I��ITI�f�� b, Rese�ti�r�J��alir�� of �xist�ng F��m� - V�,+oTk sMall be �one in �cc�rdar�ce wiEh Sect�on D-��, with t�7e �xcep#ian �hal fC�� ex�siing fram� s��tl be re�xsed. The [rarn� a�� ��v�r sh�ll be i�s�e��ed far any d�f��ts ��� r��E�fy khe �wner's re�resen�atk�+� i� rt is dama�ed or d�t�r�orated 1�1� s�a4�, dor#, �rr�f �leb��s shail �e removed fro�n #h� ex�stl�g casl�ng wi��r � wire b�uah. c. �rad� Ac}�uskmen� - All V1+ork sh��l be do�e in �c�order��� w�th ���tkon D-5�, with �h� �x��pli�n th�k tl�� existing frarn� sh��l h� rais�d or Iowar�� t� su�roundifl� s�rfac� ���vak��ns in acco�danc� +�ilh t�� �eade Acfjus#ment �et�il. 1) li� bri�k r���nhores, remov� arrd ���lace li�e ��fec:#ive chirnney u� �o a maxim�Rm of �4 ir�ch�s ��I�w �J��* fr�rne If chimn�y is def�cl;ve below ��4 in�hes, �orttra�x�r s��fl n�lify �r�g�ne�r pfior to cornplelang m�nha�e rehab�litaE��r�, �� �xistfn� dafec��ve car��reke grade ri�g adjusirn�r�#s �nd all br�ck �r blp�i� ati�u�kr�t�r�ts sh�ll b� replac�d with precasi con���l� �dj�sEmenl rir�gs. �) Wl�er� parti�J manhole r�placern�nt ts req�ir�d on lh� Man#�ol� F�ehabil�talior� �ch�dul�, ki�� f�rlowing sh�ll ��p!}r ; �� i he extenE at p�ri��r� rn��hol� replac�rn�n# shall be based �n #F�e ci�p#h of dete�i�ra#iorr as det�ri�iiner� by lha Owr��e'� R�pres�ntak�ve. T�� r�rnaF�tin� sir�cture si��ll f�e �aga�ke af su�p�r#ir�g lhe n�way ��r�s4ru�#�d porks�ns �f the rr��nhc�la b� ��c�a��te #h� w�rk area t� expo�e �h� entire depth o� c�e#�r�otaiian ir� the existin� m�nr+ate t� a mrnirrtum �iepth af � onches E�el�w the kop of s�r��luralfy-s��r�d s�ru�#ur� c} p�rform re�onsir��#ion to allow �asy ac��ss int� the r.•�annoke f�� r��ar� #han fi� incY��s of ti�pth �f pr�cast cor�cr�t� gfad� adaust��n# ria�ys sf�all b� afJow�d ko ob��ir� ,�rop�r �ra!�� Perforrn r���r�Jir��tipn i�: acc�rdance wilh �F�e P�rlfal �ar�hol� f��placemenl Deta�l. d} ��al rnan��?e �oints in ���ordance wr11�r ��ctR�r� �7-.52 �� I�fecask ��rbel, or I�arrel sec��ons �riay �e �s�d a� neressary. Tt�� �i�arn�t�r �f t�re �r�cast sections �h��l l�e cor�sEstent u+i�h �he exi�lir�g remaining sXructUr� P�a�e a flaltop s�ction �n �xFst�ng rnar�l�ole slruct�a�e prior i� s��king pre�asl s�ctFa�rs Fl���o� s��a�or�s �h�lE nat :�verhang exis�:r��+ r��rrh�le sl;uct��r�s by rr�or� Rh�rr G �r��k��s If ;h� cle,�rance f��rn lh� un���side �[ the prv��sed ff�rttap to [h� nlarshole �nve�t is I�ss �r��n �'�� ��et, t[�e rrGar�hole sl���ll E�� ;:or:�plekely re�fac�d tj Parl�af Manho�e R�placern�nt �h�ll aCso includ� repRacern�nt �f fram�. ��ver, and sealir�g o� frame �r�� g�ad� a�jus#ment� � ��ro � A�� • 1 � -- i�A�i�T D� - �lD�]I�'i��l�#L �F'��1�4�.. ��NDITI��� 9) F��mov� �I� debr�s frorsti re�or��lf�ctior� froix� khe rn�r�ho4e 2�ntl �lispos� �f prop�rl}r, d. In#�rior Marrhole �val�rxg - Interi�� rrxan}�o�� �oalin� sflall m�e# lhe requiremer�t� �f �ec#ion DP�-��, DA-��, DA-12, �� I�+�-1�, �, f�er��h and In���t l�ehabi�it�l�an �� Re�-nove exssxing deteriorat�d #�enc1� �r�ti ir�v�rt m2�#��i�l 1� 5olid �t�ak�rial �are shail be taicen to avoid akiawin� bfoken �iec�s of brick a�d rn�r#�r #o er�te� khe sewer aines. �) A��ly �on�rete boi�ding agenl and q�l�k setk�r�g c�r�cfele to ft�rrr� � srno�lYr su�face srrd co��k�nu�us inverE v�+ilh th� sew�r �i�� �l�w l��nch and 1r��+erk s�ralR be form�� �n a�ca��an�e v�ith r�g��r �3�nc#� �nd Irrv�r# R�habilit�tian p���il B�r��1� and In��rk Re�l�c��nen# �} R��x�ov� the existing b�nch and [ro�gh co,xrple�e�y_ If t��� �x�st�ng #ro�gi� is formed of sewet p€�e �aid contt�+uausly thfough �h� rna�holP, s�ec��i care sl�all l�� taken #� ens�re th�� the p��e seal �nd kl�e sew�r pip� to rem�3r� �� n�# �!�n�ag2d, �onlract�r �hall, �# no �dt�i�l�n�� co9t. r�pj�C� �ny ��rlion of �h� �xisti�rg m�nhole or sewer p�pe to rern�in t�+�t Is ��rn�g�d d�ring ben�h a�rd Ir�ve�t repl�c�menl, �} �n�t��� �sew be�ch antl traugh with �lass A�c�ncr�4�* in accordanc� w,th re���r deta�l_ �urf�ce �hall be tf�wef�o� sm�o#I� ar+� kl�� �n��R oi #h� #rough �r���l i�rm a�arrti�u��s s�no�th tlaw pati� frorn p���s �r�k�rir�g �he m�nnol� ka wher� ihey �xil, �`h� b�n�:�r ��r� I+�verl sF:�CI f�rrrt ��+�i��1i�hE s��� w�th Gh� m�nho�e wall, p{p�, �rid I�Br1Ch1tF�Ugh ar�a, 3j ff Ri�e rr'i�nF��Ee b�se i� c��t�r�or�E�d �r non�xlsk�nk, Lt�� minlmurr� lhickn�ss o� kh�� ben��lsr�u�1� sh��ll �� s�x inch�s, �- �err�oval �f kx�siing M�nh�l� - Work shall �� cond���ed as sp�cif��a �n ��c��on �Y �5 h �or�s�r�fc! h}e�e A+3anhcle 1) ��rnplekely rem�ve the ex�sk��g r[7�r�l�ole SirUcC�re �}. �onstrc,cl new rn�nhol� ��+ acc�rcl�nr,e w�#F� Se����r� D-5� �f l�+e�� spe�if+cations. �onn�c# to ex�s,�n� �ewers u�in� fl�x�bl� co�:pl�n�� 3} �or�Cr��#or �hall main�a�r� ex�slin� wastewaker flows �I a�l kir��s �ontrac��r �l�all sul�m�t a pl�n far n�ai�skain�ng wasCew�Cer flow� t� f�� �ng�r�eer pri�r #o ��g�nr�irrt� work i, Pres�u�e ��ou� Pi�� ��als, �e�c�� a�ad Trough, �n� Low�r �o�lion af Manh�le r�srop AS�n � :3 ��a�� �� � ������atv��. �w����� ��n��r�iorvs �� �IIG wor1� ���fl he darie �n �ccor��n�e w�th ���#i�r� DA�-17 of thes� sp��ificat�ons_ �) �emov� �ll f�rei�n rr�at�riak� frnm the ma�3hol� wails arc�urrr� the pipe s�al ar�c} w�#hin t�r� ���e s�al iks�lf. �nclud��rg all lo�s� �r�d �roi��ding bn�k, rn��kar 2�nd c�ncr�t�. �top acl�ve leaks us�ng pr�du�ts �p��GfGc�lly far �i�at pur�os�, 3} Remov� deteriorat�d ��e� �f #�e pip� seal t� sour�d �n�€#�rial- �PP�Y bondir�g ag�nt ta �rea and �rl�ce h�draulic c�r�en! t� filC v�i�fs ka f�rfn a v�al�rt��i�t s�al aro��d pi��, 4j Drsll h�l�s �round t�r� pip� sea�, bench�tr��gh ae�d low�r �o�#�on at i�re manhole �r�d in�ec# uee#k�ae�e gel �rouR �n4o hol�s i� accor�ance vwil�� r�p�if �etai� �lctivat�r! o�Ec�iti7 rope sF�ail b� used k� �ill l�e Injectiar� hole af#er remo�al of �h� grouk�r�� �r�k�, Pal�h #h� in��cli�� �tole wi�h hydra�ki� cemen# and a�pp�y a wa�er r�sR�t�r�t t+r�o�parl �poxy �t��R�ng to th� p�tct�, �fe�r� �II grout �rom int�rior of m���ol�. �1�n��Ee �tep R�mov�l - F2em�ve exis�ing m�n#�ole sEe�s �r�d f�ll vt��ds with h�+�r�ufic ce��ent in ac�arc#�n�� wiRi� repatr c��t��l. k f�a#�� Ho��s -�lear� a�rd r�fnov� 1�crs� �#�bris fro� h�l�s !a b� pa�ched. �lpp�Y b�r�ding ���n� #� surface �f hol�s �nd frll voids wtth h}+draulr� ce�nen� in ���ar�ar��� with rep2�ir I�atci� �lales D�ka��, V�Iate�tGght �ar�}�ol� fns�rt - Cnstall watertig�,� gaske�ed �x��n�ro�� in��rts as sp��ifiie� �r� �or� 1Nortn W�Eer D�parlfner�t ��ar�d�fd ���0-� rn. �ro�# �lattop �o V�lall .�air�# - Irrj��t�on h���s shaN b� c�rill�� theoug� the rnarrhvl� aC 90 �€e�r�e ar�gfe� frorn �ac#� atk��r w�khin 4 i�rch�s of tw�� boEl�m of ihe fCa4i��. f�r��+ide a�ldiii�n�� holes r�ear obs�n+ecf de����s, t� r�ec�ssar� Ur�lhar�e gel ��ou# s�all be �n��.�cR�rJ khrt�ugl� the holes un�er pressur� wiCh a prob� r�esigr��� for Rhis p�rp�se Jrrj�clion pr�s��,re shall nat ceus� darn�c�e ta th� rnanhnle s#ructure or surrc�u�dir�g st�rface fc�t�r�s �rou#ir�g from th� ground s�r�a�� w�ll not be aIEQw�d, �ra��t trav�l sf�all C�� verified b�+ observal��n of gra�k �k rl��e�#� or ����c�n� �r��ec���r. ����es f�r�vid� �dd�kionaf inJec[io� J7�Mes, i� e��ce�sa��y, !o �n�ur� gr�uC Crav�h lrsje�:�ian �r�les sE���� b� cl��e�ci vrrih a dr�il and ��1r,hed wi#h a waterpro�f yuick s�lting mo�ta� �he ilatkop k� wakl �aEnt shall b.� press�re wash�d, cfean��i, fi��ed w+ri�h � non-s�n�k s�rout. and fi�isi��d smo�l�+. n, F�ber�la�� Ar�anhoJe Ir�sers - Wark shall l�e �onciu�t�d �s sp��ifi�d ir� S��tion DA-15 , a_ �V� L�nerl �oncre�� V1lall Rec�nsCru��is�n - Work srr�ll I�� cand�c���f �� s�e�ifiaed rr1 �eCla�� D�1-1 C�. p, ��iCtt R�pair ta R�p�ac� ��wer Lin�, �"-15" Da�m�ter - Tl�is iEem shall a��ly �t th�s� local�o�s ir�d�cat�d in lh� f�+lar�hole ReF�a��3iE�tion �ch��u€e ar�d lhose addikiar��� localions au�horized l�y the �n�}ineer Th� �t�nlra�#or s�rall excauake �o��s,�f A��-�k4 - _ PAF�T D,4 � �pD�T���1�4L �PE�N�L �C�h���Tl�l�� adja��nt to lhe m�r��ol� t� �nco�+�r k�e �aixr�getl ��wer pipe_ This ��ipe shall be caieful�y remo�+�d tt�rr� #h� rr3��hol� t� lh� f�r�i �oun�i ��in! �+r��xirr��Rr� �f 5 fe�t} of p�p�. This pip� s�+�ll b� r�pl�G�t� wi�h ��R �� �1�� �E�� �f lh� ��rn� nomina� sF��. T�is �ip� sk�alk be con�e�ted to t�e �xasting sewer ��ing fl�xib�e c�r�n�ctor� ap�ro�e� by l�� �ity. Th� c�nne�l��n �f the r�ew pi�e �o �h� n�anho�e shal� b� ,�na�� u�i�g fl�xit�le �ask�t� mee#ir�g the ��quirer��n#s �# A�S'�"�1 �-9�3, �ro�led ir�to #h� rnanhole wall ,�sin� nan-s#�r�nk grou�, �rn�edrne�# �a��r,a� sfx�l� �e irtst�lle�l araund the pi�e �ap to #t1� pip� s�ein�alin� BackfRll materiai �onf�rmFng to �+ky ��e�Eiicalior�� sl�all be p1��e� ar�d c�mpact�d as re�uired. Thi� iCer�7 sh�ll �r��lude ��,r�ace restorakso� ar�0 p�rn�a€te�t paven3e�t r�pafr, q. �ypass i�u��ing - Th� �ar�tractar shaia furr�as� an� aperate p�irnp�r�g equr�rn�nt �r�d �rpEng �s requir��i for byp�s� p�rnp�n+� ne�e�sary �� com��et� �ny man�s��e replacem�r�# �r re�abslltat�o� w�rk. R. f�rtE�SUR�E��I�JT Al�i� �'AY���1T ��a��� anr� �over R�placenti��rt I�ay�n�n! for tnstall�#ion a� n�w rnar�hol� fr�me� and c�v�rs sl�aEl be based on th� ��ntracR +�nit �ric� and ���e actr�al �uanl�ty �n�tal€ec�, �h� �on�fact untt pe�ce s�aE� �� fufl �a�+rrtent for tk�� new mank�ole fram� ar�d �o���, ex��v�#Eor�, ir�st�lla#ron of lh� manho€e frarne and cav�r. minor grade adjuslmenl, bac�Clill, and demoli��c�n ar�ci dEsposal of was�� ���#er�als, �, �r��le F�ir�g F��p��c�Tnent; P��rrt�nt f�r �ns#ajlati�n of new gr�de rFn�s s�+a�l k�e based ar� l�e �ontrac� un�# �r�ce �n� Ih� act�al �uank�#y of new �r��e fir�gs Ins#all�d T'he C�n#ra�� �+n�t �rice sr�all be �ul� p�ymerx# ��� khe n�w �rade rings. AI� cas#s for instalr1r�� and seak�ng gra�� r4ngs ��a�l be ir�clude� �rr �he appiicable �o�tr�ct un�t pr;c� far se�lir�g �f tr�rne �nd �r�d� r�r��s. 3. P�ved 1=r�rrt� and �r�d� �4djustr77er�# ���lir�+�; P�yrner�l for s��ling r�t�r�rio�� fr�rn�s �ntl �r�d� �dj�s#rr��r�� r�n�� Gn pa�red at��s sl�all �� bas�d �r� th� �on�rac# ur�is pric� �rid s2:� ac:l�a� r�um�er of m�nholes �vl�er� s�al�n� �# #h� rr�anf��Re frar�n� �r�dlor �rad� ad�ust�r7�nts ir� p��rerJ ar� r�q�ired. Tr�e �on�ra�t un!t �rice sl�arl be #ull p�yi77�rrE f�r �xcav�li�r�, p�veme�rt �er��v�l, s��iing rn�1�rr�Es �n�k�llalior� of �r�de rir7gs, ���I�rr�, r���nor grade ad��rsl�r�enl, �a�k��lk, ar�d dem��l{t��rr and dis��s�1 of wast� rr�a#�r�als � tVon-�aved Fra�r�e sn� �ra�le Ad�ustrr�ent ��a�inc�' P�ym�r�i f�r seal:ng r�anhol� fran�es an;i �r�de adj�a�in-se�k r���gs �r� r�on-p�v�d are�s sh�ll be k��s�d �n k�� ��ntracl un�t �rice and #E�2 a�4ua� numbsr of rroanhol�s wh�r� sealing of Ih� i��arrtrol� frarne an���r �r�d� ad�+�s#rr��r�ts in n�n�pa�+��i are req�r,��c�. T�e �a�t��cl unik pri�� sh�al] be iul! �a�+n��nt for cxcaysii�r� .�e��ing niaE�ri�ls. ins�aliasiu�: o� c�r�tle ri��s s�al�ng, nlir�or g�ade adj�sl��ni backfikl, surface reskoration �nd d�mc�l�iion ar�d disposal af wasre rn���er�als � In}�r:ar l�laae:h�;e �oaii�:�; Pay���ent fiar ini�rior n�ar�l�ol� coat�n� sl�a�l b� b�sed �n the� ��r�tract ur��t �r�ce wh�eee int�rsar n�ae�l��?� coatin� Is ap�lied TI�� ��rr#ra�� t�n1k �rice �halk b� full payrr����� f�r surface }�r�para#�o�. rnt�rior c�a#ing of ih� corbel, wall �nd ben�h, and cleanup �r�o�ror ���-1 � PAF�T D� i ADDlTI�iV�� �P��I�IL ��N1DI�r�I�� fi. Pressuro Grou.l PE�� �eals, SerrcF� and Tra�gh. �n� ��w�r Partror� of 4lrtanhal� Paym�r�l ��r gro�rti�g pipe s��ts, b�nch �nd #rough�, and i�w�� porl��n af the marrhol� sh2�ll �e }��se� up�n xhe �or�tfact ��Gt �ri�� 2nd ii�e �ct��al q�ranti#}� af mart�rrles wh��e pipe s�aEs, bench �f1Cl f�OLJ�f'l 3Fli� �QVw�C ��Eil{��1 {}� t�t� fTi�il���� we�e grc�uied Tk�e �ai��r�ck unik �rice shall i�� fu�l p�yrn�nf for kh� pf�l�nxinary r��air�, r�t�a���itai�ng 1�e pipe �ea�s, graut mat�rlal, �nstal�at��n �f the grout rnate�ia�s �nd c�ean��- !. �encf� �r�e� lr�ve�t #�eh�bil�tati�r�;_ Payi�r�nt fo� b�r��h �r�d irrver'4 r�habilsta�ion shaEJ !�e b�sed �pan the ��r��r��t urr�t prica antl #h� �ctu�r num�e� �f m�nf�oles wh�r� ih� b�ncF� a�d in�+�r# w�r� rehaf��lita�ed. Th� �ontra�t �nit �ance sha�1 be fuli p�}�m�n[ for rnater�aEs an� b�n�h and irrverE r�ha�il�t�tion_ S Ber�c� �nd [r�vert Re�la��rn�r�# ��ymen# far ber�ch and Inver# repi�c�{nen� sh�ll h�e bas�d u�on kh� ��ntract ►�r��� �ri�e ��rt� #k�e �ci�al yuarrti�y of m2�rih�les wnrher� tFte ben�h ar��l ir�vert v�re�e replac�Q, 1'h� ��r�tract t�nit price s#�rall be fufi paym�rtt for maferials, ar�sEaII�E��n of rnaterials. ar�d cier�oiiCEon a�� dF�posal of wa�t� n�a��rials. � �alch H�les; Paymenl for patchtir�� h��e� shall be bas�� u�on kl�� �on#ract un�t pn�e an� EF�e �cEa�aC n��rnk��r o� r�7an��fes that were paC�h�d TF�e �ontr��i unit �r�ce shall b� full ��yrne�t tor surla�e pre�aralia�r. patching of kh� l�ol�s, and cle�nup. Th�s �#�m is �IE�w�d �or ��yr�ent only w�en r� is �ncluded in tE�e �+lae�hole h�l��#�f�i��tion �c�r�du��_ p�t�hin� f�c�fes prior lo ir�#er�or �o�l+ng o# rrranholes is not �t pay �t�rn 1�_ Nlanhol� ���� Rem�val� Payn7�n� ior rnarrhole ste� remav�l sh��ll txe k��sed ��pan lhe �orilract u�iE pr�ce p�r r�n�nf�ol� �n� th� actual num�r of mar�l�ol�s #h2�1 had sCe�rs re��n�v�d, �f'he �antracl �]I�f� }�r[C� sFral� b� fuJl pa}+rr��nC for r�+�ov�l �nd disposaJ of ��e $lep� ar�d �at�l�ing of tl�e v�i�� �r�a#ed by st�p r��no�+al_ �� V�+ale�tigl�k f1+l�r7F��i� fr�serk� Pay�l7enl far wa��r#ighk manha�e rnse�ts of sh� rsspeciive ty�� s��IG be basecf ��o�� the �ar�trac# �n�E pr��e �nd Ehe acival nurnb�r o� 'rr��erts of e�ch ly�� �ns#�Il�d �he �antra�t �r7i# price sl�al� be fuCl �ayrne�rs far the v��teri�gFrt ma�rhol� �nser! �e�d �nst�llatiar� of t�� rns�r� in ���� mar��ole �� f��w �anrlary ��wer h.+lan����e Pa�+:7��rrt sha�J be r�ade as ir��i�ca�e�l in Nleasur��n�nk arrd �aym�r�t, �ec[ian C}-5� ir1 lh��� �pe��fic�tiofi�u. Tf�is �#�m s{�all +n�lt�cie �p to f�v� �5} �in��r feek of r�ew F�V� �i�e �t eack� n�ar3hole pip� �or7nect��n �n� con��cti�a [o th� �x��king sewe�. 13_ ��n�reke f�+l�n�role �oilars; a Pav�d Are�s. Paym�r�l for m�nY�ol� c��lars ir� pav�d �r��s sh�fl b� b,�s�d �n kF�� ��ntr�cl �n3t pric� and �n� �c�lual quar�liky ir�s�alk�d. TJ�e �or�tr�cl ur7ik ��'��� shall be f�kll ��ymer�# f�r I��or. malerial�, }��v�ment ��wing. �xcav���nc� d�spasal af ��+ast� rn�t�raaR� �aym��rk sh�IC n�# in�lud� p�v�rn�nt ee�facern�r�t. whr�h if requir�d. sh��l �e �a�d separ�t�ly. b, N�n-�aveci Are��. Paverrxerrt for ma�h�le ct�fl�rs in nor�-�raved ar��� shalr be b�s�tl �n Rt�� �orrlract ;�ni1 pric� ar�d kh�� �ctual quar�til�+ �ns�al��c�, Th� r�'����r A��-i6 PAF�T D� � A�D�TM��IAL �P��E�L ���1DIT1��1� �or�tracl unit �r�ce sh�E� b� fUll �ayr��enk �or la��r, �iaterials, �x��v�ti�n, di���sar of v�as#� rnalerials, and surface reslo�ativn. ��t. Pa�#ia1 M�r��ole �2ep��c�m�r�#= F���menl far �arti�l i�7anC�ale repl�cemer�� s�all be ��s�d r,R� the �on��ac# ur��t price ��r ver�ical f�o# m�asur�� (r�� tl�e t�p �f the t�am� ia t�re #c,,: of the s#ru�#urall� s�und �xisE�ng ma�hal�. Th� �on#rac:k unit pris;� s�ra�l be f�i�l p�ymen# f�r I�arn�shMr�� �II I�l�or �nc� m�#�rials ��cessary. ir�cEudir�g e�cc�va�i�� ar�d removal of lh� exi�ting �#ruc�t�re, repl�cem�rrt of ll�e ir�m� and c�ver, inst�lkation o` n�w adj�s�ment rings, fl�t�op, c�r�el or w�ll s�cta�ns, s��ling, backfilling, an� unpa�+�d ���rface reskarali�n, I��ym�n# sh�ll nol inc�u�e pavement replacerr�ent, wh�ch if �eq�aire�i, shail F�� ���d �epar�t�ly. 15 Interior �orresion Pfo�e�tian, P�yrr�2nt sh��l k�� m�d� �s �ndic�ted i� C�1�a�l�rerrt�r�t an�i �ayment, Section �A-� ir� these spe�ifical�or�s. ��_ �ro�t F€�ll�p ko M�nhol� V�+al1 ,ia�n�. Payi�en� far grouting t�r� fl�tkop ta rr�anhol� wall joint �17a�1 b� l�ased �r�o� #he �onlfar�t u�i� pri�� and l�re act�i�l r�umber of joir3ts groul�d ihe ��ntrac:t �n�t pric� shali b� fuEl paymea�t fof aal n�a#eri��, Eak�ar er�� clea�rup requ�re�# t� compl�te eaw�r �ai�rt gfo�i�ing 17 ��berglass hfar�ho�� Inse�l; Payrr��nt sh�ll b� made �s indicaked I�� N�easurern�nt a�rd P�yrr�en�, �ecti�rl []A-15 in �he5� 9peCi�iCali�rl9. 1� PII� L�ned �oncre#� I+Vall Re�t�n��Fuc#ior7� i�aym�nt sha11 b� rnatl� as inc�ica#��i in N1�asur�,r��n1 anci F�ayrner�#, ��ckion D�-�� ���r tf7ese ����i��cakr���_ 'i 3, I���r1k F����ir k� ���?G��E S�W�r L�ne, 6" - 1�" D�a�T1�t�f P��rn�n� for �a�h pa�nt rep�ir sl��ll be b�s�d uporr the �ontract �nit p�F�e far �ach �anl�oE� c�ni��ctio� ��k��lly re��ir�d, Ti�� �onk���� un�# piice �l�all be fu[! ��ym�ni for �EI m�#�;r��l, ���ar, �nd cl�anup req�i��d to corn��e�� �ach r��anhal� conr�ectt�n r��air �0 �1at[op F��pl�ce�r���#: Payn��nf far �ach fl�tkap rapiac�rnent s�ai1 b� #�as�d on il�e �on�rac! un�t p�ice for �a�h fla��op acivalfy rep�ace[�. The �ar�tr�c� �i��t p�ic� ��all k�� }��yRrr�r�k in fuJl far al! J�bor. ma�e�ral, and c�ea��up requireJ I� conipleEe each flaEt�� r��lacemen�. Payr�enl f�r frarn� and ca�+er repla�ernent g�ade rings, sealing, and wuncr��� manhole c�C1at a� re�uired ta com�ale#e #he manhoie rehabili€aC��n will k�e �aid for s�p�r�t�ly �1 ��� �pplic�b�� ���s#r�Gl �Jn�k Pric�s �1 f�yp�ss �'ump�r�� AI! I�yp�ss purn��r�g shall �e a subs�diary obkag�E:�� �f khe �on#r�c��r �4i1 cos�� fof byp�ss �U�l7�if1� sh��1 be in�E�,�ied in th� �ontr�cl �nrt pr��� for tha ilBF'�3s requfring by�as� pun�pFi7g. D�1-8 �I�FiFA�E PREPARATI�I� F�I� �4�4NMOLL� f�E�iA81��7A7��hJ f�. �F�V�F�AL� �`I�is i���-r7 sf7��l gov�rn ��� pr�p,�rak�or� o� �;�r�ac�� far rnan�sole �eha�ilil�tion 8. �L�Af�IN�; � ��v�rs (scf��r��} sl�all b� �lac�d aver ��e pipe anverls Io pr�v�nl �x�r�r�eaus m���ri�l f��m en#sr�i�g Ihe �ewer sys�ern �p�asrro a A��- � 7 P�Ii�T DA - �ID��T���l�4� �����A►L ��IVI]�TIC��I� �_ A�I c�rtcret� that is nc�t sound or has �e�n dar;�at��d b�r c1��mic�l ex��sur� shaal b� �ernoved franti kh� r�2�nh�fe, La�s� a�tl �r�krudrng l�rick, rnork�r �nd c�r��r�le s�rali b� removed �,�ir�g � nti����ry hamn7�r a��J chise3 an�J�r sc���rs, E�isting raats �nd ma�rhoi� st�ps s�all �e r�mqv�d by cu�lmg t�r�rn fl�"h wi#�r ih� w�11 0� the rx�anhole. �. �111 con��mrn�t�s inc�u�#��rg but no# lirn�tet# to; �ils, ���as�. w�x�s, form rel�es�, cu�i�r� c��np[��nds, effioresc�:nc�, s��l�rs, salts, incarnp�lil�l� �xis#ir�g caatings, an� all ot�er co�#�rnana€�ts sha�l be rerrra�+ed �, �ur`�ces to r�ceive �rotec#ive coa�E�g sh�El b� �lear�ed er�d abraded to �r��1�ce a �ound cancr�t��br�ck surface wit� ��i��uat� pr�fil� a�d par�sity k� �r�vl�le a�#r�ng ��n� I�tween th� prot�c#ive coatang an� th� su�str�#� AIC fareigrG r��ater��ls �I���I be r�m�v��l irom !he manhal� ink�tior usa�rg F��gh� �ress�r� w��er �pray {35�0 psl lo �OQ� psi�. �l�anrng eq�ip�ne�C sE��ll have a�r�ssur� ga�g� th�a ir�dicat�s Che waler pr��star� b�ir7g �+s�d, �_ �?�#�rg�e�t water �Eear�i��, rrt�ri�k�c aci�f, �r�d hot w��er b�a��in� st�all �� �se�. i� necess�ry+, [� eefnove d�rt. oils, �rease, a�� nth�r m��t�r w�ric� rnay �,r��+en! � gaod band �f ,��Fmg rr�ater�al kv the ma��ole surf���. A rnild c#�rlorir�e ��I�tivn �hous�hold �le�c�� ma�+ be us�� #a neukr�ii�� the s�rfa�e so dlmin��h r��kcrab�Kcri���c�l �a�[�raa �rawth �rior t� fir�al rie�se and ���#ing. C. I�R�I_I�IF�ARY REP�IR� 1. A�II uns�aGed liftint� #�ro��s. ur���al�d �t�p h�Mes. �+���s Earg�r tt�ar� a�pr�xim�t�fy an�- haff {1!�) in�� ir� f��cEcr��ss s�r��l b� �r11�d wilh pat�hin� compound �! I��sk on� �aur ��) pr�t�r k� ,��plrca�ion af k�� fir�� �pr�y coat �. �1�#ive I��ics s�x�ll be stop�ed using ��ty ap�r�ved pradur#s specifica�ly ror lha� ��ir�ose �r��1 accordir�g ta mar:ufa�fur���`s r�c�rr�mendakinrx �ome lea�s rn�y r�qr�ire gr�u��i7� in st�p the fr��tow �r����ng �h�ll be per{orrn�d i� ���ordanc� with Ciky spe��fic�lians ar�d ���kion �)�1- � r- PRE��U�� ���UTI N� � Bench a�r�� �halM I�e b���1t �p if required ta provsde � unkfarr�i s��,pe fr�rr� th� �3rc�i��f�r�r�cr�s C� khe rnanhate� iroug� �:ty a�prov�tl �em�nti��ous p��ch�ng comp��nds or ��ox� grout �s �ecomme�nrfed t�y man�if�c�ur� s#���f he :�sed �4 A�k�� �IM re�a�rs ��v� be�n c�mp�et�d. aIC lo�s� rroatee�al s�alC b� r�r�oved �rorn #he n�ar��,�fe ��n�ractor s�all �ns�re r�o rnate��al is allpw�d lo enEer the ��wer �ystern � �an�r��4�� �h��P en��r� �he �t�anh�fe �s cl��r of �rRi d[��erg�nts and cFear�ers a�d th�t �il active �nfif;ration has �e��r s�opp�d pnor to t3�}�?Ei�'r�iCOf1 0� prot�c�i�r� rnanhale coa�rr�gs fnr rehabilita���r�. b, fNSPECTf�N r ��1�srb r � � �- "� $ �'AI�T �A - ADDITI�h��L �PE�IAL ��I�DITI�hf� Appiicator sha€I ��refully �ns�eci al� surfac�s �riaf to ap�licatron o[ �r�ke�kive �oaiing and shall �r�lify Ou+rr�f t�f arty nr�ti�ea��le [iis�ari#y in sk�� surf�ce wh��k� m�y m�erf��e with the pro��f p�r€orr��r�c� �# tF�e repair r�ortar �rrd pro#�c#�v� caating, E. �ui�A�UR����JT Ah1D P�1't���}'T P�ym�n! f�� �urfaca Preparatior� shal� be cansid�r�d s�,�si��ary lo trie casl for In#�rior N?a�rhale �oatin� �r Pro#e�tive iVlanhole �aa#ing for �orros��r� Pro#ecti�n. DA-'�0 �I��fRIOR f�lA�1H�LE �D}�TIiV� - NlI��O�I�I�A7� I�I�f��'AR �Y�T�NI A. G�N��A� 1 ��a�e - Th�� s�ction governs �II work, mat�rial� �nd �e�#in� requir��1 for th� agpGc��a�n �f �nt�ri�� rnanh��e ca���ng. Nfa�ho��s desi�n�le� fo� inte��or �oatin� z�re C�sted on th� Ivlanho�e R�F�at�ib�#alion schedul�. In�er�or r�an}�oE� �:o�ling st��ll meet t�re �equir�n�en�s of k��s �eclion pr of �ec�ior� D�A-� �. DA-��, DA-rt3, c�r q�-�� �. DPscri�tio�r •�h� �onlr��:ior �h��� b� res��r�sibie fvr th� f�rr�ishu�g �f �IE E�k�or, s��e�+ris�ar�, m�t�riais, �quipm�nl, ancl !es#fng re�u�r�d f�T Ih� c�rnpl���on o� in#�nor �o�t�ng of rr�ar��roles irr a�c�rdar�c� will� #he �onkract Dacum��ts. 3. N1�r�uf�c#��rers R�c�n�rriendatior�s - M�te��als� ri�1f}CtLl�B ��t14S. ��1{� }7f�CE�LJf�S k1tIIlZG-'� for t17� c`o��r�g proces� s�sall �� in �c�vrd�nc� with manuf�clur�rs` r�c�rr+rnendak�a�s_ �} ArS�r7C�ole� -�I�rrt�oles to !�� caated �r� of l�rrck, t���c�C. �r �ancr�Fe c�n�tructi�n Som� m�nhol�s rrra� �rav� a cer��e�#i#ious spr�yed or trowell�d on c�ax��rg o+rer fi�� �r�glr��l interior s4�rfa�e. B. �+i�1TERIAI.� �c��e - �'hi� s�cki�n �overns th�e matenels req��red for ��rn�le#:on of ��,tarior r,�a�ing af rr�ar��iofes. � in��rior �aat�r�g - F��hno� ��P �r��riexary pr�•f�l�r����t rr�ix[�r� of carr�ntatiaus and poz�afanic �r�ateria��, s�li�� f�me acirnix�urs. ��D p�r��i�t porypr�pyi�n� {iber� an� ��her sel�ct�� irtgr��ii�r�is_ �s rr�anufa��ur�d by �4ar��ard �err�er7k �1+1�k�r+��s. �!� n�ateriat f�kf7er ih�r� �I�ar7 �a��ble w�t�r� shall be vs�d w���+ �r a�f�E�d It� ihese stand��[! ��oducts wii�aut pri�r appro+�2�1 �r recornm�ndasion of the r�sp�cti+�� m�r�uf�cturer � h+l�t�fl�i IC��rtti#a�����sn •�on����lof sh��l C��lp��l�l� �d�n�+fy ihe ky�es or �r�ul mort�r patchi�rg �om�o��n�s s�ala�t, andlor �aoR cor�#�[�I �hemi�a€s us�d 2�1� j3fQV1C�B GB�� 1�7ist�ri�s af s�cc�ssful use �T dei�ncE �he �ho��� ot graui:ng i77��enaEs �a��ci csn �hem�c�f ar�d �hysi�a� prop�rties �as� of �ppli��ki��r anc� e�cp�ci��l ���forr���n��, ;o iJ�� sal�sfacC�on o# ihe �ngi����, � �ti+i�xing and F-larsdlir�g - lV9ix�nt� an� f7ar�dlir�g of intenor �oating. v�rhic�r rn�y be #�xi� 4a:�der c�rlaan �or�di�ions sha�l L�e in ac�orcla��e wi�� ��r� r�comtr�endati�r�s o� ahe rr�anuf��ku�er arr�l ie� su�h � n�anr��r �as �� mi�tirl�i�e ���ard to p�rsonneF I� is Rf�e r�crs�: l�S�-� � �AF�T D�1- �#N������hl�#l.. ����I�l. ��hII��TI�IV� eespor�sibility of khe �onkractor ko pfovode �ppropri�te �rt�t�c#iv� measures ta �r�sur� khal maleria�s a�e �nd2r contrai �t all l��nes and ��� n�# �vaiEab�e to una�t�oriz�d p�r�or�r��! or anirnal�, A�I e�ui�rn�r�t ��all be subj��l ta t�e app�ova� of the �ngin�e�, O�ly �ers�r�rrel lhoraughj� farnili�� witF� #h� l�and�in� �nct application of lhe c���ing �'n�#erial s��ll �e�form t#�e �oating o�e�atians. C, ����UTI�]N ��ner�l - N1�an�ol� r�alin� s�rall �qt b� p�rf�rm�d ur�ki3 ��p��Csme�t of marrhol� co�+�es, seali�g �� rr���h�ke ffarne �r�si �fa�� a�Jfus#m�nts. �ar#i�l �anhoae r�ps�c�r�ent or concfet� ��fMar canstruc#ion is con�plele. � T�3�np�r�lure - Narrnal �r�teri�r c��#in� ap�r�l�on �hall be per��rrrred at terr�rpe�atur�s �� �Q°F �r gre�ieF, �Jo applic�k��n shal� b� rrratf� w�en free�inc� is ex���t�d v�lkhin �� h�urs. If arr�l�i�nE Eempe�atur�s �{� in ex�ess �� ��°�, precautior�s shalC be tak�n to ke�p rrrix�ng wa#er below 8�°F, �s�n� Ec� �f €�ec�ss��+, 3, Ir�#���i�r ��nha€e �oatin� a, The i��ier�or coa�Er�g sha�l b� ���liecl i� [f7� rnanh�le Ffo�xi �#�� lop of the corbel o�- [�akEop Et� the #�enchftr�u�h, ir��l��d�n� th� b�nchltr�ug�, b, The ��7C�r:ar �o�[tr�g sh��l �e ap�li�d ir� accardanc� �iih lhe mar�u�ac�ur�r'a recan��n�ndatior�s a�c� !�� #allowi��� �r��edure 9 j Ti�� s�r{a�� pr��arati�n s�r�ll �om���+ wrt� �h� r��uir��n�nts of �ec�ion pA-9, SURFA��� f�R�l��1RATI�N FOR Nifi�hlH�L� F� C F-IA81 L� TA�T I Ot� �} The sur�a�e p���r k� ap�rlrc�li�n sh�ll �J� d�rrkp wtt�3aul r��lE����le fr�e w�ler drap��ts ot rur7r��r,g water f��lrn�r �+lSP rrsaterral s��alR b� �p�ay applfed (usin� a rr�an�f��tur�� appro�+ed m�c�in�) to � rriar7�rr�um un�f��m F���kness �f �-�;��h minini�a�. T�owefr�g s�iak� b�g�rr �,T�rr���f�ak��y foll�wirrg ��ti� spr�y appl�cal�an 'ff�� ErOwelte� s�efa�e �#�a�l b� �rnn�akh w�th n� evi�l�nc� �f }�r�via�s void ar��s �fker th� wal�s ar� �oaied, il�� w�r�der, r,ench eav�rs shall be C�moV�d 7r1C1 :�5� b�11C►y �p�,���d wllfti 1`�G�I�r��r MS� mat�r3al i� ��r,� a rnanr��r �s to }�r�du�� � k�r�nch �av���� a c�r�d��l s���e frorrti th� w�als Co kf�� Fr�v�rt w+th ihe w�lll��n�h fn#e�s�ct�on br��at u� and r�un��d ko a urrkfr�rm r�d��as for the fuia ��rcur�fere�rce of [he irt#�rsect��r�. T[�� ihickr��s� �f t�+e k�en�f� s�ra�� b� no I�ss ��an 1 ir7ch ak �l�a �nverC and sh�ll �r���e�se rn lhe direction o� kh� wa�l so a� �o pfqv�c�� the r�a�u�re� slo�,�. �� TF� fin�l �p�lic�G��n sh�ll hav� a rriF�rimufn o� f�t�r ��� hp�,rs cuee xit�� b�f�r� b�ir�� sub;��:ted !o ���i�re flvw Ambi��i cond�ti�n� in th� mar�ho€� a�� ad�qtr�t� for c�rrng �s l�or�g 2�s the man��k� is �overed_ rr�nst�ot A��-2� — r � P��T D� - ,��DITI�iVAL �PE�I�L ��P����'��[�� 4) Traffi� ��all no# be ala�w�� over ��nk��l�s for �4 hours aft�r r��onsleu�ltor� is �omplete, � Tesi�ng o� R�habiCi�af�d h+lanhol�� a, T+�stin� �f reh�biEi#�t�d rn�nhol�s ��r wate�tigF�tness �hall be pe�f��med b�+ YI�� co�t�2�ctot �fter o}�er�t�ans �re c�rnpl�te in �c�ofder�ce w�t�r �ection DA- 1�, b., P�t I��St tVdO 3-i�ch Cii�meter x�-inch #all �ylind�rs of tF�� �o�king rn�lefi»E st��ll b� t�ken frorn ea�k� �a�s w�rk� witM t�� clat�, 1�cation ��d �ob r�cord�c� �r� ea�}�. rtt�e c:�fi�rciefs s€�all be serrt lo a�eriifi�d I���irrg lak��e�#ory f�r k�stin�, A c�m�r�ss��n i��k wi�l be ma�e p�r ��T1+� �780 �r A�T�k+1 �-1{l. as ���orr�mend�� by Ehe ma#�rra� manufacturer, ar�d Ihe res�l�s wiil � f��rnish�d lo the �ngir7�er �nd �wn�r �r� requesx, D. �1���UF2�4�lEhJT 1�ND PAYN1Eh�T �ayrrtent shall be based an lF�e ��ntract U�it Price }��r verl�c�E l���, rn�a�ur�d fror� t�e t�p �# the �o�bel or flaklop ta t�e Eo� o� lh� b�ncf}. TI�� ��n#r�cl Unit Price sh�ll be p�yrnen! irt full f�r p�rforfn�r�� #1�e v�ork a�d �or furr�ashir�t� all �abof, sa���rvfsi�r�, rna#er�als, �q�a�rr�en� and alf m�#��'t�l lesk��� ne�essa�}+ ko carflpl�le Ihe work �ro�iin�, if n�c�ssary, shail 1�� �r�clud�ci �n #h� �bove �nl# pr�c�. �fo��ing of the �tpe seaks. �=ert�� ar�d fir��rgh, ar�d Iow�r p�rl��r� af a p�rRi�ulpr rnanhole, if required by EU�an�al� R�Ma�ilita�i�€� Work �cF�edu�e or r�qu�red Io b� do�e by tl�e �r�girr��r. sh$II be paid #or se�ara�ely ai the �anlfac� U�i! P���� D�1-'k1 INTEi�#QR M�I�WOL� C�ATI#�� - C�UADE}( �Y���i�1 A. GEiUE�A� � . Sco�e This sectGan �uverns ��I ��rork, maler�als ar�� [�slir7g re�uir�:d f�r Ihe ap�li��kron of ir�terior mar�i�ale coating. N�an�ol�s cles�gnaled far r��terio: c�ai��rg are IRsk�d the fk+l�nhole Re�ahiE�talro�r Schedt�l�. Inte�o�r rnan�ol� �oa�rr;g sh:�ll me�[ #h� reqwfern�n�s �f thR� ��c�ior� or o# �e����r� Q�-7�, Dfi,-12, D�-��, o� D��+-�� � Descr��IFs�n Thc� �xrn�ra���r �h�i� b� re�por�sib�e f�r tY�� furr��sh��� r�� �II I�i�or �u�erv�s�an rna�ertals. equ�pmer7k an� tesiai7� �equir��f #�r khe �omplek�or� oi �r���ri�r co�k�r�g o� manhoies in �c�ord�r+c� w�kl� �he �onkr�ck L3oc�+rrl�nt� � �. f��r�u�a�turers ��corn,r��n�a#�or�s lv��terials, mix#ur� r�lic�. an� pro�e�u�es �,lolized f�r tne coal�r�g �r�ce�s sh�alF be in accord�nce w�th rrr�n�,f�c:#�Irers' re��rrim�nd�l�nns �. Manl�oles 1 ao�r�+r ���-� � P�AF�T N]A , ,�D�N�i�hl�l� 5���lAL ���I�I�`I�N� Ma�F�ores to be c�ax�d ar� of bric�c, blo�k, of cor�cre#� constr�,ctior� ��me m�nholes rr�a}r h�v� a c�rnentitio�s �pr2�y�d or trow�Eled �r� ���t��� aver ti�� arigir�a� in#��tor surf�c�. B_ MATERtA�� 1, Sc��,� �his s�cti�� g�v�rrts #h� r�iat€�rials r�quired fot cor'np�ekfon t�� interia� coa�rng of rner�hoGes. �, Int�r�or �o���n� Qt�a�ex �QA+1-�s and Q�,�c��x �xce� propri�tary {�r�-�I�r�ded c�menk ��s��i synx�etic gr��ite {t}or�n�#ill� �nha�c�d �o�y�ropyl�r�e fibet rei�rfv�c�r} c��#�ngs �s rrt�n�afactur�d t�y �u�dex, Jr��. No rn�tee€�I (oiher than cl�2�n �ok��le water} s#��II be �,s�d wili� or �d�l�d tc� Quadex QA+1-�s or C�uadex Ex��l wikhata# �rior app�ov�i or r�cpmrn�ndati�n fram G��r�dex, �nc. 3_ �ateria� i��nkii�caEion �on�ra��ar sl��l� �vrnpket�fy ider�tify t�+� t�lpss of gr�u#. rr�ort�r, pa#��ai,g c�rr7�rcrurrds, s�a��rr#, and�or roo[ ��rrirol c�ren�i�als used ��rd prav+d� �ase �ri�tories af suc���sful us� �r �i�fend kh� cho��e of graulRr�g m2�t�ri�Es b�sed or� ch�rni�al and physi��l prop�rties, ease af �p�lic�t��n. aaid ex�.��led �erf�rrnanc�, #o the ��R��faclran af Ih� Eng�n��r, 4_ i�ixRr�g �rtd H�ndiing [1+}ixing aG�ci har�dlir�g of �r7t���aor ��a�kir�g, wh�ch �-r7ay I�� kox�� u�rder c��ta�n cond�#ians shall be irr acc�rcfan�a w�tl� tr�� r�cvrrrrr7��da�ians of ihe rn,�n4�f�ctt�rer an� in ��c#r a m�nner as to rrrm�rni�� hazard ta p�rs�nr�el. It �s the respons�k��Cily oF �he �on�rackor lo �rr�vide appraprias� pratecl�v� rtt��s�r�s �o �ns�r� lhai rr�aierial� ar� ur�d�r ca��roi �! �'� !f�es �nt� �r� np� av�ila�r�� to un��Flhar;zed personnel or ar�irnals. A�II eq�ripr��n� �haaJ b� sui�j�c:# to lt�� ap�r�val of Ert� �ngr�e�r �}n�}r �ersor�n�i �h�ra��hly �ar��iliar w1Ch Ri�� }�andlin� of th� c�a#�n� rrk,���r�al sh�ll p�r�orm �i�� caal�ng op�ratio�s C. E�E�U'fl�iV �en�ral Manhol� c����ng sharl no# b� �er#orrned �ir�til r�,Fpl�ce�neni of +r7arnc�fe ccvers, sealin� af m�n�role #rame 2�1� gr��I2 �dj4�stn'k�n�s. ��il�f m�f�hole r�PlaGen�ent. of concr�t� �qll�r const�uctior� is �ornpf�t� �. Te�np�raCur� hl�rrnal in#r�riar c��tir�g opera�ron shall b� perforrr��d at E�rnpera��res of 44"F �e �t�a#er. hI� appl�c���arr s�afl b8 ��ad� w�3�n ���ezirrg i� exp�cte� wikh�r� ��4 h��rs, If �or���or A��-�� ���� �� � ��r����or��►� s����a�� corv����o�s �mt��n# ��rnpe�a#u��s �r� irr �xc�ss of 80°F, prec�u�Eons s#��II be #aker� #� ke�p rr��xing w�#�r b�lt�w 8�°F, u�ir7g �ce af n�c�ssary 3. lnt��ior Marrl��le �oali�� a, 7he ir�ten�r ���#ir�� sYrelk t�� app�i�d to �he rrzank�ol2 #ro+r� t�e top of lhe �arbel or fiakxop lo tl�� ben�hJtr��s�h, incl�ckE�rg the b�nch�tra�gh. k�. Tkre ie�terio� �o�tir�g sh�ll b� ��pli�d rn �cc�r�ance wilh the m��rufac#ura�s ��c�mrn�ndati�ers and ll�e follo�+ir�g pro��d4ire 1} The su�f��e pfep�r�ti�n sh�ll cam�ly u�+ith khe requ�r�rr�e�#s of ��cti�rs DA-9. SURI�A�� �l��P�1RAT1�� ��1� �lA�HOLE ��HA�IL�A7P��kC�N. �j Th� surfac� pr�ar #a ap�lication sh��l be ci�mp wstl��ui noCices�Ce free w�#er �eopl�ls o� r�nnirlg w�t�r C?N1-�s rn�#�ri�1 shalJ �e s�ray �p�li�d �us�ng a Quadex h+�ode� �C��D ap�licati�n rri�cl�ine or rnanufac#���r a��rov�d �q���} lo a m��i�7��n unrf�rm !l�icC�ne�s of 1- �nti� mir�il���n Traw�lEr�� sf��ll b�gin irnrnedEately fail�win� !he �{��ay a��lic�lior�. ��e krow�lie�i sur#a�� sC��ll b� sr�ook� wilF� no ev�denc� of previous v�i� ar�es, �} 7r�� firt�l �ppl�ca��an sk�a11 have � m�rrirn�m of f�ur {4} hour� cur� tim� hefore b�ir7� subj�c��d ko activ� �fow A���ient �nf�d�t��ns �n ��� rn�r�hol� ar� adeq�ale for ��rri�rg as ton� �s Ehe �arsht�le is �ov�red. 4) 1`r�ffEc ��all nol b� a�l�w�d aver manhaies f�r 1� h��r� a�ker r���nstru�EEan is �o��p3�t� �. Testir�g of F�ef7�b+�itale� hAar��s�les � i`e�tang ai re�abi�ila�ed n�ar�i��l�s for w��erki�ritness sl�al� b� perfor:n�d I�y ti�� can�rackor after a�ralacans �r� ��mpl�te �n ��c�rdar�c:� �ri[h �oction �A- �8 b, Ak le�sk tw� 3-�nch tii�rr7�.F��r x 6-ar�ct� tall ��linders of lr�� e�al3ng mat���al shal� i�� kaf�en f��m eac� d�ys w�rk w�tl� the da�p �ucat;an �nd �ob recorti�d o:� e��h �'�r� [:ylind�rs s�all be sent Eo a�er�afied kestirr� I�b�r�tary #or ie�rin�. A, coEr�pi�essior� test wilf I�e r�iade per �l� i��780. �nd th� resuUs w;ll h� furr}ish�d t� the Eng,ne�� �n�i �wn�; �rn ��quesl �. MEA�UREM��i�' At�� P�1'N1E�VT Pay�nerrt �#t��l b� k�as�d on ihe �ankr�ck UnF1 Prive �r�r v�r#ic�l fvot r�te�s��red from th� to}� o� kh� cor�el or flat��a�. I� the !o� a� C�re bench �he ��nlr��.k Un�k f�ric� shail b� p�yfr�ent rn f�xi� far per#orrrf�n� 1f7� work an�f f�r furn��h�ng all i�k��� sr3�ervFsi�n. rn�t�r�als �r�4�t�rnenf ar�d a11 r�at�r��l t�sting r�eces��ry to compl�#� th� work, �rou#ing, if neces�ary to stop aciive 3��I�s �rr n�a�ahal� wa11 are�s, sh�ll b� n;cl�d�d +n �1�� ab�,re unit prccs �r��iing o� Che �ipe s��ls, b�ncl� and 1�our��r, �nci law�r �t�nRo� of � p�rki��l�r m�r�h�Ee, �f ��q4„r�� by t#�� ��cr�o�,�c� 1�SC-�3 PA�`� �� - �DDITi�IVAL �#���IA�. ��IVDI����l� �anF��te F��habilit�#ia�r �chedule �r re�uired to be �one by th� En��neer, s�rall be pai�l f��� �e�ar�tely at #�� ��ntra�t Unil Pr�c�_ DA-1� IN��F�I�F� htlANF�OL� ���TIN� -��RAY 1rVAL� SY�7�M A, ��N�RA�. Scap� �'his sectic�n gov�rr�s �I! woric, matertals a��l �est�ng re�u+re� for �h� a}�pi���t�an of ir�t�rior ��nanE��le �oatin� f�lanh�l�s �esi�natec� far int�riof c�atang are listsd on the Nlar�h�le �eh�t�iliEa#ion �chedut�, En#erio� m�nhoi� co�ltr�g sF�all m�et �h� req���ern�nts �f this ��c;�on or �f �e�t��n DA-rt0, bA-11 D�1-1 �, or DA�-��. �. Descrip#ic�n �'h� �o�rtr�r,tc�r sh��l t�e �esponsib4e for Il�� fure�ish�ng �� �II la�c�r_ sup��vision, m�t��aals, equ3�ment. and t�sting ��quire� for lh� cornpleti�r� of interror �o�tir�g of manholes in acc�rdance wath kh� ��n#r�ct �}a��w�rier�t� 3 Arianuf��turer'� Rec�mmendalions AAat�riais, rr�ixlure fatios, �r�d �roced�,res utili;�ed f�r #�� c��fin� �r�c�ss sh�l� be in �ccor�arrc� wikh mar��facfure�'s r�c�rnrri�r��al�on�. 4 Mar�J�o�es Mar�hol�s to �� �o�i�� ��� �r �����. �i���, or cancr�t� �ar�s�F��rron. Alf rn�nh�les shall h�ve � i3i�nir��,m af or��-halt (11�} ir��� s�ecialty c�rn�nt-�aserJ �o��i��g r�7a�eri�l {Q��atl�x C�M-7s �r {��iin�r fk+1��'} spfaye�l or tr�welf�d ❑rr coatin� �v�r the arigmal inter�or s�rf�ce. E7. �II��F�EAI..� Sc��� T��s s�ckiort ��vetns �€�� mat�r�als r��uired for cam�ale#ior� of in�er�a� caa��n� aF m�nhales. 2. Ir�l�rio� �o�tie�g T17� �nt�r��r coa�;r7t� s2�all b� a pro�rietary �wo c�n�p���enR_ tOQ uerc�n� salyds. rig�d �olyurelh�r�� systerx� d����natecf �� �pray �Va�l as n�anufac#ured by �r�ray�crq, Inc 3. �p�cia[ty �eP��n� The sp��:��l�y c�rn�nt-b�sed caatrr�g ma#e�al �ha�l be �rth�r Quadex QI'U1-15 �s ma�rufactured by Quedex, �nc ar Reli�er N1�P 2�s ma�ru���aur�� by �tarr���d �e�ne�rt hl�at�ri��s ���o�rr A4��-�� — — PAi�� DA � ADDlTI�f�A� �P��1�1L ���lpl�i�l�� C t� �e �nser�or caatir+g sh�ll f�� �p�lier� lq the rnanhol� �rom 1he batlo�n of i�re frame i� khe bench. �l�wn ia #he t�p �f 1i7� �ro�gh T�� ;r�tennr c���in� 5�1�1� be ��s�alled in accor�anee w�a�+ ��r� manuFa�t�r�rs recorrrmerrs��kt�r�s �nd Mhe f�ll�wirsg pfqc�dure 1� The suriace sha#1 t�� �horo�g�l�r �f�an�d af alf fare�grr mat�ria�s a�d maE�er �leaning sha�l f�e �ccomplished by usin� Mrgh� pressure wai�r s�ra}� imrnimurn 3��� �s� �t �pray li�� cl�ar��r�g vuikf7 ��nur�atic ac�d ci�g�e�s��, a� ath�r s�lver�x� �� r���c�ed in �rd�r t� r��nove any fr�m ar residU� On l�� SUrf�C�_ � �, 1+�1 axe r i al ld e r�t if�c a�Eo�r TF�� ir�terio� mani�ole ca�ling ma#eria� spr�}�ed onko !he suri�c� oi !h� rrxanl��ke shall be a ure#�a�r� re��n �ys�em form�lat�tJ f�r th� applic2�#ior� tq e san�4ary sewe� �a�vir�r�rf�re�t_ TI�� s�ray s�+s�ern shall exk���it lf�e p�y�i�aG }��op��ti�s as fallows: I�r��er�v �er��il� �tr��gtl� �Jexur�f �kr�s� �lex�r�l M�dul�s f�r"rix�n� �r�ci H��dl�r�g �C�n�ard ��T�1 D-fi�38 A�TM C?•7�� A�TN� D-��� Lo�� l"erm Valu� 5,��0 psi 1 Q,000 �si 5�0,�0� psi hlli�cing �nd ha�dling �f sp�cial#�r ��rn�nt r�ateris� ar�d �nteria� eo�tkn� rn���ri�l, whR�h r�7ay be kox�� ur�der c�r'tain canditio�s s�rall �e ih ��c�rd�r�c� wiEh ih� re�o��nr��c�rr�atiar�s �# the man�facture� and �rr �uch a m�r�ner �� ko minirniz� h���rc� l� p�rsor�r�el It is the res�aons��ility af ��e ��n�r�ctor ta prav�d� appropr�a�e pra��ck�ve i�reasures ta er�s��e �f7ai n�alerial� �r� und�r con�rol a� all tir��s ��d ar� r��� availatal� !a 4in�u�ho�iz�d pars�nr��l or ��+rrr�ls. 1�11 �qu��menC s�all be sub�ect to the a�}�r�val �f #h� �n��n��r. ��ly persor�r�el #1�orvu�h�y �amdiar wil� #he ha�rd�ing of lhe ce�ating rn�,k��i�l sh�ll periorm 41�� s�rap ��ating opera#i��+s �rrd ���x,ng Ins#a€3�krons EXE�L�7k��J �ener2�l M�nhc�ie c��Gir�� sh�El no# b� In�la�l��i un�i1 s�ala�rg of rr�ar�i��le frame �nd gr�d� �d��a�tmenks, �T ���'k�a1 n��n�xole re�lae��n�r�i ti,vf�en re���re� far khe ���nho�� per th� f�a�ho�� F�ahab�lika�3�n �ch�duk�_ rs car��le�e �, �'�n,p�ralure Nori{ial �i�t������ coatir�g cp�ra3sc�r'� ss3all �xe performe� ai kerr�p�r�iur�� qf ���F or �r�a�er No ��r�C�c���qn sl�all be rnad� wher� fr�ezin� +s �xp��:led wili;�n 2� h��rs 3_ I�terRor Ma���nole �oakMr+g � rr�o9roa A��-�5 _ �J�F�T D� � A►��i�'i�f�Al� �F�E�I�L. ��ND�TI�h�� �} PEa�� eo�+ers ov�� the inv�� #� pre�+�nf ex#r�neous rnat�rial from e;�#ering �h� ssw�rs, 3} A�P��Y a mRnirnurn �f or�e-�ral€ {1!�} inch s��ci�f�y cem�n# produc� {Q��d�x Q�UI-4s �r I����ner ��P) srnaoth surf��e #or t�e ur�f�,�r�e coating rnskerfal, 4} �pray khe u��tC�an� �n�a th� rrr2��l�ole wal� �nd benchl�tout�F� vr�th a rrrir�ian�rrr thickn�ss af 1�� tr7�l� (O.i�� ir��h�s� Thrckr��s� Eo be v�ri#�ebi� thro�gh #h� use of rn�tFtods �ccep�ab�e lo #�e Eng�r�e�r �} �oak lr�ugh a�ea wi�h �pecialty ��rrter�t pra�uct ��u�dex Qlv�-� s ar �eliner MS��, � , ���ting of Rehabalitat�d �1a�F�ol�s a. �e�krr�g oE r�k��b:�ik�te�f ma�h�rles f�r we#�rk�c�h#ness �l�alC be ��r#orr�ed b� !he C;ar�tractar aFk�� ope�ations ar� comp��r� �� ac�ord�nc� wi�h ��cti�n C7A�- '� 8 �. NiEI��UE�E�A�NT ,��lD �AY�lIEIUT �'�}�rnant shal� t�� bas�d o� #J�� �anlra�k �Jnr# Pric� p�r ver#��al fa�l, mea�ur�tl �rorrr kF�� bo#kom a� #he fr�n�e ko th� tc�� of #h� b�nch. The �or7kr�cE U�ri! Pric� sl�a�l b� paym�nt in fu�l for �ee#armRr�g khe w�rk ar�c� �or furnkshin� all labar, s�pervision, ma��rFais. ec��,�pment anc� ���le�ial t�s�tng req�uired #o c:�mp�et� l�s� w�rk, ��aut�ng, wf rrecessary, st7�iJ be r�rcEutted m the abov� �nix �ric�, �rvt�ting �f tr7� �ipe a�at�, ber�ckry and �r��gF;, and Iowef pofkiori o� a�ari�cular r��anha��, if ��q�ired #��r ��nC�ole Re�abRl���t�orr V1J�rk Sc�r�:��l� �r re�uired kn I�� ���n� 1��+ I€�� Engir:e�r, shall be �aicE f�r separa��ly 2�t lh� �of�#r�ct k�nit Pr���, DA-13 Ih1��F�10� 1h�Ah3�lOi�E �{3ATlI�G - I�AV�N LlhlI1V� �1��T�i4�l A, �E�lER�1� � , Sca�� �hi� s�clion �averr�s �II work, �na#e���Js ��c} lesEirrg tequir�� f�r khe ap�liCal�an �� in4�rior r���nhol� co�J�ny f1+1��hol�s d�s��rr�t��# fo� �r�terior co�l�ng �r� lisi�c� o� khe h.+l��hole Re��f��lika#;�n ��I��dul�, frsted rr� S�ction I. InkerEor rn�nJ�al� ��,a��ng s���lf m�e# Ih� requ�rem�nts of this �e�t��n, a� of ��ctlarr D�-�0, DA-1 �, D�-1�. c�r Dl�-1� 7. Descript�o��� Th� �onCrac��r shal� b� responsib�e �ar th� furr�r�hing af ��1 lab��, �u��;rv�sio�, rri�t�r�als, e�uiprn�rr! �n;i k�sfirrg r���ired for !',� �t�mpfeli�r� of inReri�r c�����g �f rr��nholes in a�c�rrl�n�� wi;i� ll�e �ortkr��l €�ocum�r�#� 3, M�nufaci�rer's Re�ommen[f�tions tc���r�� AS�-�6 ���� a� - ���aNr���v��. ������� ��rv�����n�� ��terials, r�ixlure ratios, �nd pr�cedu�es ukF�azed �or �he caa�rng �ra�ess �hal� b� ir� accar�anc� wik4� ma��u�ac#urer�s r�c�mm��,da#i�n�, 4 Nlanho��s N1an�roles �o �� coat�ri are of �ri��c, blaclt, or con�re#� �4r�skructia�. ��I rnac�� �oles sha« Y�ave a mrnirnurr� of one-h�lf (1!�} speci��t�r cem�r�#-��s�� coatrng rn�terE2�l (Quat3ex QP.+I•�s or Re1ie��r I�i�l�) spray�� or tr�w�kled ��n c�at�n� ove� the origir�al lnt�ri�r sur�ac�. �. �1A��R�A�.S Scop� T�is se�ti�n goverr�s ihe m�te��aGs r��t,ir�� for corr��let��n af int�rior c�alir�g of rn�nholes, �_ Interior ����in� F�av�n Ukti� H�r�h-Burad ��7oxy �oatir��_ � �,va-�art �poxy resin sysl��1 �Sirrc� � �C1610 sal�ds b���d epoxy binder wi#h f�bro�is and ��a4ce filr�rs. �s rr��nu`�ctt�red by �av�n Lin�r�+� syst�ms arid d�sig�rat�d es Ra�+e� 40�, 3, ��e��ai#� �srr�ent TY�e �p�c�aGty c�n�er��-based co�ting m�#eri�l shall �� ei�her Q��d�x QM-1s as rrl�nl��aciufe� b�+ Q��dex, lnC. �r F�elir�er f�S�f� as mar�ufactured by �t�r�dard ���n��t I�la���als. �1 f�lateriall���rti��cat�an �ontractors w��� compl�t�ly �d��s!afy ',�4 �ypes o# g�'oul, r�ortar, seal�nt. �n�ff�r rvo� ��ntr�l c�remical� prop�s�r� and �rovid� cas� hEstori�s of s�c�essi�al �s� �r def�nd t1�� choRce ofi gro���E�sg n;at�r��E� h�serl �n cr��rr7ical ��rd physical pro�an«s_ ease of ap�fic�t��r�, ar�d �x��c��c� ��rfore�3ar�ce T�ese �ro�iin� �n�i�ria�s s1���1 b� corn�ati�al� �v,�h I��v�r� ��5 i�;#eri�r C�S#If1�, ��i2 CO�M�f�CfOf 9h�ll C+� r���?brhS�bl� �Or getCing ap�r�v�l irc�rr� f�av�n �ii7ir�g sysEem� �rdfo� lhe �r��� rr��n�f�ciur�rs f�r the �ise of ik�e5e gr�uRr:�g maz�riaEs. �. M�x�n� �nd Har�dli�� Nlix+n� ar�d han�Eiing of ir���rlor ��at�ng, w�ich rnay �e loxic �nd�r c?rtain �and�#i�ns sYt�ll txe in accar�a�ce w�Rh :he r�cornrrtiendations �f �l�� mar��f�cCurer and in s�fcl� � m�nn�x �s ko �7�in�mi�,e h���rd #� p�rsanr��l Il �s lh� �esponsih,liky �:i 1h� ��r�tr�ckpr t� provi�e a��pra�riai� �ro�ec���+� rn�asures to erss�Fte �a�aE m���riaEs �re under contr�l �� a�� +,�77es �nd are nat �va�l��l� ko ur��uk�oriaed persar�ne� or ar�imals, All eq�,i�rrkenl s�afC be s�b�e�# !o th� a�pr�val af the Engir�esr �a�#ing s�rall �e �eriorrn�d ���ly �3y� certifieo ap�lic�t�rs app�avecl �y ihe �rrar�4afactu�ers �. E?(E�U i I��J Ge��ra! ��rr�s��r A��-�7 ���x �� - �����i�r��� ������� ���v���i�r�� 1�+1anC��f� �aa�i�g sF��IG r�o! �e p�rEt�rm�d unti! s�ali�g vf man�a€e fram #rarx�e �nti r��a�ie adju�tm�nts, ��rti�l rnanhole replac�rn�nl, ma���fe grou�i�rg or sew�r repl�cernenf�fe�airs a�e compl�#e. �. �'�m�rat�,res 3 hlor�n�l inleriat �p�lirt� a��raiion sh�ll �e perfarn���l �4 k�mpera�u�es of �0°F qr gr�at�f. �Vo ap�li��tio� �hall 3�� mac�e wh�n freez��g �s �xp�c�ed w1thin 2� hours InEeri�r A19�nho�� �oa�ing a, Mar7k��les sched�led f�r i�#�rrior co�tint� are s�a�v�+n on #�e N1ar�f��l� R�h�b3�it�tior� �ch�tJu�e, The ir���rior �o�E4ng shall be ap��R�d #p [ha manl�olc from �he k�ottam of th� manhol� frarrk� lo rF�e berr�h�tro�gh, ir�cludint� the la��rc�rl�ro�gh, b, 7he �n�ee�or co�tlrrg sh�ll be in���i��[f Irr �cca�danc� v��kf1 ih� rnan�l€acC�r��`� re�cc�rr�m�r�d�ti�rrs ar�d the fo�aa�in� �r�ce�ure, 1� Th� �urfa�� pr��a��tion s�all co�'n��}+ wiRF� 11�� f��,�irem�nts of �e�ti�n C��•9, �UF2�A�� PREF'A�RA71{��V �OR N1A�JHOL� f��ST�J�ATlO�I, �� �PP��+ � rr��nirr3ur�3 of �n�-ri�lf {�J�} tncf� ��e�i�Pty c��nentn����tJ �ar�t#u�# �Qu�d�x ��+1-1 s�r {��iirt�r N1�P} sm��th s�arfa�� f�r #i�� ufeiMan� G��til�g maE�r�al, 3p 7he surface prior �o a�plic�ti�n n�ay be d�n�� �u� sf��ll n�l h��+� t��k�c��Yale fre� wat�r �rapleEs s��pin� �� runninr� wai�r f�Ra�er��l sh�f� b� spray ap�li��l �r rnan�facCur�r's re�v�nmer�da�ions w�th a r���r�irrrurn th2ckness of ��� rr�iE� {C?.12� �nch�- �) �,��er kY��e w�lls ��e �o�ted, lhe wo�d�n b�ncl7 �ov�r� s�7all b� rer�7�ved and thr� b��c� s�rayetl lt� !h� same aver��� �r�d rninirr�urr� IF�i�kness as re�uie�d for the ��alls. 51 1'h� fin�l a�p���atio:� sf7all �ave a��ir��rnun� of khree (�� hour� c�r� lim� or b� s�k ��ard �o kh� i��ch, before b�fr�g subtect�o �a a�#,v� f�ow fi} Na a�pf���ii�r�s st��ll ex�e�ked lo �ccUr �p�lic�lr���. � �esting of R�h�hi;lkate� �lanhol�s he n,aQ� !a lroz�� surfaces or GC ire�zsng is � s�de t�re m�nhple wslhirr ��3 17ours aft�r �, ��Eer lhe ep�oxy lin�r has seE �h�rd ta tauch�, all �r+sFb�e pin�q��s shall be repa,reci. ���a�es sha�� b� rnade �iy li�h#I� abradinc� khe ��rf�ce ar�d b�ush��g th� lin3ng n�at�rial �+�er the are�. �Qfl blislers arrd �vaden�e of �nev�n �ouer 7av�m� � �'1��-�8 P�4F�T DA � AC?DITI�hI,�l� �PE�IAL ���VDiTI�N� shaC! be r�pai�e�l ac�orr�ing ta the mer��fac�urar's r��orr�r�enr���i�r�s ��o# ch�ck of c�atir�g lhickness may be rr�ad� b� Owr�e�s I�epra�er���#ive, arid tk�� contractor shall re�air Eh�s� areas as f�quired. at no �,d�ii#ivrti�l cost to khe �wn�r. � 'I`�sl�r�g �f re�hab7litated manh���s for waterkEghtr�e�s sha�l bs per�armed by #he �o�#r��#�r ai��r op�rakians �r� cotx7pfet� in �ccordance w«h �eciian DA- � 8—�fA�Ut�M '���1'i�l� OF REHA�I I.�TA�'�D MA���LE�_ � f�}�A�f�RENiE�T,�,ND PAYM��17 �ay�x�ent st�aGl be t����d o� #he �ar�trac� l�nil P�ri�� p�r v�rlica� �oo�, r�i�as�rr�d ff�m �kr� �oltorn �� #he ��ame to kl�� lop �f t�r� {��nch �'fi7� t�an#fa�k L1r�i# Price s17aC� k�e paymenk in full fof �erforrning ti�e wo��c �n�k f�r ��rn�shin� aE1 iab�r, sup��.+is�on, rr�a�enals, equGprr�er�t all tesli�7� n���ss�ry t� compfet� the w�r€c. Payrr��i�t for g�ou#ing af p��e s��l�, ber�ci� an� lro�,igh �rtci rrs�nhol� w�lEs sh�ll be based a� l�e �o�tfacl U�ii P�ice ��r eac�r er�anh�l� �c�;,��l�y gr��rled DA-14 IhJT�RI�R MA�NMOLE �0�4T€NG: P�RMA�A�T SY�T�N1 WITH �����f LIlV�� A�. �EfV�F�AL : �'has ��ct�on ���s�ribes th� ����rim�rm �t�n�ar#� for khe s��e �n�i e�fi���nl r�h�bilil�.#i�n c�f ��w�r s#ru�f�r�s, uEilr�±ng �ermacasl w+th �poxy �Iner, N1A1'�RIA�� � �,��k F�iug�ing I.�ak �Cs�gg:�;� of the sarrt� or g�e�t�� s�rength #han Ihe L���r I�k�x a�sdfar cherr��cal g�o�ts may be used if w�ter pre��ure� ��� severe, the �on#racsor r�i�y dnll relief I�ofes �t �he �otkon3 0[ t�e rrE�r��o�e w�ll t� cor���n���xe khe le�ks b�Pore p��g�ing. 2. Patc�ring Nfi� Voi�s whcc.h have no� ��rn�romEs��J �17� s#ruc��rre �n �ls �v�r�ll so���dn�s� �riusk b� �111e� �ri�r �o I�nir�� w�th m�l�rials �� 1�� s�rr+� or �re�t�r strer��lh t�r�n t�� �ar��t N1ix 3_ �.�n�e �vi�rc S���J b� de�sely �co�rrpa��ed, Relir��e Allicr�silic�t� ��fne�t rr:or�r, Quadex QAA-!s �r�d Q�ad�x Ex�.e� c�me�t nzorkar or a�p�aved e���a�, ap�EEer1 u���forinly aC a rn{nin�ur�� lh�c�;ness �f '�� inch, Linet fVl�xes �hall afta�n strerrgkhs as #allows ��m�r�s�ive �h�T�r9 �-109 Flexura� A�T�1 ���9� �las#icity+ A�TM �-��9 24 HOUR� 2B DAY3 35QG� ps1 �0 i�0� psi G5� ps� 80� psi �80.00� psi � 150,��Q ps� �ruaa��r AS�-�9 � PAF�T DA � �ID��TI��V�L �P��I�Ii� ��NDM���hl� �, T�s�in� o� F��h�blfikat�d fV�anF:���� a} 7estin� of r�habilita��d m2�nF�ol�s for wa#�r-tightn�ss sha�1 �e ��r#arrne�4 by �he con���clo� �fker op�r�ti�r�s ar� compf�k� i� ac�ort�anc� wi[�7 �ecfi�r� �- 32, f�) At leas! ���r {�4� �-inch cub�� of !he coaE�ng mate�rial s�ra�l b� laf��n fram eacf� d�y's wt�rk with the �ak�, kocat��n �nd job r�cafded �r� e��h, �he c�xk�es sE�all b� seni ko S�rang-S��I �}�sl�rr��, Pin� �luff, A�, for le�t:n� �t �ampr���ion #est will r}e m�d� a�carclin� ko A�TN� �-1 �9. a�d tF�� resu!!s will be f�rn�sl��� t� �#�e �n�ineer �nd �he owr��r, C}_ M�A�U�F[1+lEN'� AND �AYMEf�"r Paymenl shalE i�e bas�d an t�e �o��ea�� Unit Pric� p�r each rnar�J�o�e coated, T�� �ont�act Unifi �rice� st��ll be ��yrn�n� Ira fu4i for �eriorr�ir�g kF�e w�rk and for f�rnishir�rg �IC lab���, s���fvis�or�, m�k�riaJs. �q��pmen� �r�d mat�r�a� t�stir�� n�ces����+ ko c���te�� #he work, �rouling, if ne��ssary Ca slop aclov� leaks �r7 rr�anF�afe w�lf �r�as, sha�l be ie�clu�l��i in tF�� a�ove �r�it p�ice. ��out�ng �f the p�pe ��al�, b�r��h an� Rr�uc�h, snd i�wer port�o�r �f a par#icuCar mar��o��, �f r�quif�d by R�e iv�anh�le �Ceh�kaili#�li�n INofk �ch��is�le or requi�ed #� k�e �oe�e b�y th� �r��irreaf, s�alC �� p2�Fd �ar sep�rately, DA-'I� RI�ID �IBEF��LAS� I�A�1Fi�L� L.IIYER� A. G�EV�F?A� 1`his ilerrr ��ra�l gov��n the furn���in� �n�f inst�ll�tiorr �f r�g�d �ib�r�las� hr��rs �n �xist��g be�ck or �oncret� rn�;-aholes. �I�e n�ar7h�€e� ao b� rehalarJi�aE�d usirt� fr�erglass lin�rs, ar�d 1f7e ir�[eri�r di,�rn�ter and depth of !h� Pin�r are lisked ir �h� �ianhal� f�e�abiiiC���r�rr �ch�dul�. 7'h� J�ca�ior�s oF lh�s� marsholes are shown on [f�e draw�rtigs R�g��i �iberg[�ss Lir�e�s s�eiJ be as rnanufa�tu��d by L.F. A+1�nuf�ckurir��_ Inc _ c+f ���dir�gs Texas, A�s���a#�d �iberg�a�� �ng3n����, af F�r�k Wort��, 7�xas or approve�l equ�l Th� insta�Ja�iorr a[ �ach mani�ol� shall in�lud� {f7� �Fepar�#ian of lne existing r��an�o�e to receiv� k�t� ��bergF��s lir��r, inskal�alior� of [he Irr��r, grouling #I�� ae�nu��r spac� be�we�r� i�� existin� stru�l�+r� arrd Ih� lir�er, and bac�fifiirtg a�aund kF�� r�ew fit���y�ass corbel S�C�ior1 �n��r�r����� Ge�e:al. F'ihe�s�la�� reinforc�d polye�ter r��ar���le liner� shafJ be m�n�l�c;k�r��t f•�m c^�..+.._.fc,�l gr��e }�ctyesler res�n �: vrnyl es[�r r�sir, v��;h fi��rs�Jass e�infior��r�1�n�� All lir��rs shall rne�t th� r�q��iremerrts of �1STh.+1 D375� arrd lh�s s�e�ifica�io:�. �'iCl�fs, when us�d, �haiE be Ir�er! lo th� er�virar7m��E. TJ7e fi�er�l�ss shall be s�,i;able �or a#rr��sph�r�s �a�t��n�n� hy�ro�en su�frde a�rd �:luke sul�uric �cid as we�li as other g�sses asso��ased with wast�w�ter coll��.i�on a�sl�rns �� F��i�rfor��n� The reMnforcin� �na��ri�i� s�re�l b� coix�m�r�R�f gr�de E�ype g�ass �n Eh� form af c�n#rnuous rovir�� an� c�op ro�+it��, The co�plFr�g �ge��� wi�l prov�d� � �ui#ab�e bond b�etw��n fh� gi�ss re�n#�rcen���Cs �n�! t�a re��n. t�r��m7 � J AS�-34 — P�41��` �� - ��D�Tl�hIA� �PE�l�►L ��1�I�ITI�IV� c. ��si�r� ���tu�����r��s 1. Manho��s sl�all h2�ve s�jfficien# s#rersgth t� wi#�stand an A.A,�HI'Q �-i-20 dyn��n�c lo�din� This shall t�e v�rifa�ti by ace��t�bie test resu[ts �a��f�rm��E �r� accordance wit�G #k�� r�f��en�� stand�rd, �, Th� ��rar�?�ole �yl�rrder and l�e 1��mi�ph�e�ricaR r�ducer (c�rb�1� s��ll be pr��ss��nbl�d �� kF�� fa�tary i�tt� � �r�onofilhic un1E �y overlay�rtg IF�� �otn! wEth i�k��rglass reinfor��d fesirr t€� � ih�c�r�ess� equal #o �� �r�aker th�n ��e w2�IM t�+i��r���s a# tf7e cylirtd�r, F�el� �ainl�n� is not p�rrri�#t�d. �arbel sectio� sh�ll k�e con���#�ic w1#� res��ct ta ��re 4arger cylrrr[��r. u�les� ota�er+n+ise a��rovet� by xl�e �ng�n��r. � Th� m�nhale �y�ind�r �h�ll r7�v� i�� rr,inim�rrr �1p@ Sll�'ff1�5S V�II��S SIIQ4YF1 al'1 X�1B �able below when #�s#�d in a�co�dance wi#�r xhe refseen�e �tan�i�rt�: I�er�s�l#� - F�. ��A'f - �si 3.[� - 6.5 �4.7� 7.� - �� 5 1,�6 �3.0 - �0 � �,�1 2'I.0 - 25.� 3,�2 �� 0 - 3a.0 5,�4 4 Dtamet�� t�le�ence Insi�e �t�arr��t�r to��rances sha11 k�� �l- 1°l� af kh� req�ired insi�te diar�teier 5 1�1� I�h�k��ior T�=� exk�rior Surf�ce C�f 11�e rrk�r�hole liner s��ail i�e UV-�rotecke�l 4�s�r„� gr��+ pigmerrts i:r t�e res�n �'} �i7keriar �urfac���� #�1�t�rial. TEtic ir7n�r surface ex�sosed ko 1.he se�v�r e;rvir�nm�nk shall be a resin-ric� lay�r 0..0�� la ���C� ie�c�r R�ri�..k f�llawed by � mmir�7�,m af tw� passcs �f �hc�ppe�1 rq�ring af mir��n7urrs Eer��tYr 0,� inch Eo m�x�rrturr� len�li� o� �� �n�f�, �ppf;�� unrfo�sn�y to �n �qu�vale�C v��rgC�k �i 3 o�.�ft2 �acf7 pass oP c#���p��l rouirr� sl�all be w��l raJled �rior ko kh� ap�l�ca�ior7 0� a�td�tional reinfor�ern�rri �I�e cambinea kE��ckr�ss of lhe ��rr�e� surf��� ar�d ini��3or lay�r sl���I nox be I�ss C�an 0. ]� inch 7 Th� �n#ire fiberr�lass assernk�ly �� e�Cl�r �7�nhole shall b� €abricaae� so Ih�i r�o rt7or� Rha�3 4welvw ��t��es �f �ar��,�5k� ���s��iing rir��s w+ll h� r�yuarad �a bring the #op of the manh�le fr�m�lcov�r #o kh� r�qui��d �R�vak��n. D �I_�ANIh1G �1 �overs {screens� ��r�ll I�� pi�c��i �v�r Ch� �ip� �nv��s to prev�nt exlrar�eous material from enl�r�ng tf}� sew�r s�+st��rr �o�o�v� A��-�5 r �A#�T D�1 i A��I�1��V�4L �P��II�L. �C)NblTl�hf� �. �xastin� ro�ts ar�c� rn�ni�aae s��ps sh2�ll be rern�ve�f by cut#ing them f��s�r w�kh t�e rrrar�hole waCi, �. All i�reign m�teri��s shall be r�maved �rorn lh� mae�hola wal� �sing hig� pr�sst�ee wa�er sprap (3�Q0 -�4��0 psi}. �le�nina ���,ipm�ht shall hav� a pressure g��ge lh�k in�ica#�s I�� water pressur� beir�g use�. �. PF�E�I�u11�VAR1f R�p�,IR� Acxive l�aks sha�l b� �t�pped �sFng �ity-aPpro�+�d p�oducts ��ecrfFcally form�+l�t�d for that �urpa�e ancf acc�rd�n� ia rrE�e�ufact���r`� rec�mr�i�r�d�tior�, �ame fe��s m�� req�xar� �x�e��o� �routir�g ta s#�p �#�e inflow, �r�utirrg shall t�e �erforr��d in accordan�e wG#h �ect�an ��,-17 - PF����Ui�� �RO�1T11�� �, P�ft�r all re�a�rs t�av� beer� ccrm�[�ked, all i���e ma�eri�ls shall b� rer�oved fra�n the mar�hn��. h!a r��E�ri�l �l�all be aJlowe� to �r�t�r t�e s�w�r s��#em. F, Ih���ALLA71Q�1 �#�Q�ED4�F�ES ��cr,avate a�ound tk�e to� of ��e exisktng mar��oie �r�d rernov� #�re manhole fr��ne ar�d co�+�r, �eick or cqncreE� �d�us��nerr�s, anc# corb�J ��r,#lon If th� exRs�ing manhole is po�,r�d con�e�t�, aJ�� corb�i ��ction sh�ll be rerfloved using rrt�thads wtr�ch +n+ill nal darr�ag� ��e low�r rn�nF�al� L��rr�l. Brick �nd precast c�r�cr�te c�r�ei� sh�ll be rer�ov�d to the #o}� of the rnanhole barFet secEFon Aiter �I�an�nt� a�d pr�E�minary rep��rs are c�mpl�led o� 11�e exisCing mani�ole, th� ra�id fib�r�Jass Ciner shall be ir�staNe� in �ccardanc� with the c�nstru�tion drav�rin�s. r�e bott�rn of Ihe r�an�r�f� finer s�a�l be cut �o fi� �kre existing �ri�nh�l� base ��rd p��e �R�trances �ul� sh�ll he ac�u�aEely �r�atie v�ilh a su�#�k�l� �a��+er s�w. Th� m�nhofe �in�� shall bc a�w�r�d �nta lh� �xisting manhore ar�� sek �nt� w�i, �I�ss D cor�cr�t� rnix on !h� banches. A good �ot�orn s�al s�a�l �e obEa�ned ir� ord�r i� �re�errt �oss of grvu! �roin the ��nr�uiar �p�ce belwsen the outsirf� of the rr��r�hoFe lir��r and the �ncer�o� of �r�� �x;�a�n� i:��nf��i�. A�-Inc�r ��fl of qu�ck-se1[ir�g geaul s�r�Jl be pEace� �bave �f�� initial b�ltt��'M seal l� ��ts��r� ad�r�uar.�+ �f kf7e batCom s��l Existin� ���es si��ll be �rid��d w�th shqrt eenglhs o# PV� or iiberglass pip�s a�d se�r�r� as d�larl�d i:� th� c�ns#ruc#ion drawi►yg� Trle a��nular va�d I��l�e�n EJ�e man�7ol� r�ner and the exis�rng manhol� shall b� fi�lec! w��h a �,(��0 psr ak ��i-�ays s�r��s�th ��m�rrtik��c�s grou� mFxl�,re. Th�� gro�[ rnixf�,r� sh�al� c�nsa�t of Pork�ar�d �emenC anci s�€�d, Th� 2CIu�l d�s[gr1 rnix �1�1p�+Rn� Rhe pra�oriions of ��ch cc�ripar��ni and �dr��x[ures, if �e�y. s��atl k�e subrnik�ed Ea if7� �n�aneer for ap�r�val Cel[u�ar grou�s con[air��r�g �he sa�ne rt�ai��i�€s as ��m�r�krtiau� �roufi, b��r�ded wikh �r�- �ee���a�ed aqu�o�s f�arr� #� forrn rrracrosco�ic nar�-�rslerconn��t�d a�r �ell� u�i�orrr�ly disfrib�ted t�ro��h�u� Ch� gro�Gt may �Is� b� u�ed Fa�rn shall pe �dded onsile by �n ex�eri�nc�d �aam con�ract�r. �t#�r l#�e ann�lu� and �e�irrr�t�r of the rr�anhol� I��er is gr��ted. �oncr�te adju�tr�terrt F�n�s sha�l �e pl2�ced �n top of th�e lin�r c���el s�c�iar� lo �ring �h� fran}� �nd caver lo fir�ish grad�. Se�l acl+�str�-�ent �ing� and fr�r��� p�r ����i�n ��1-8 r�q�iFem�r�is, 7a�osrar 1���4�6 r - r -- i���T D� - J���ITI�I��L �P���,��. ��I�DITI�IV� Tt�r� rr��nhqle corb�l s����on shall be b�ckfill��i wil}� s�nd or g�anular rna#eraaj as r�c�r�m�nd�d by !he rn�nuf��kt�rer a�d �pprov�d �y tl�� �ik�+_ The rer:rai€��ng exc�va�i�n �F►a�l be I�ackiilled as requir�d Gn �ec�a�n D-49, Tr�nch Excav�#ion, Back�il� �nd ��rr7pacl�on, A ca�ti�re#� c�l�ar shall �� consl�uct�d i# r��u�red in the h+�anha3e R�hah,l�tation ��he�ule. �, �`�S�'I�V� �lfter t1�� m�nh�le ain�r ir�stallation is compkete and �II ad�usEment rlr��s �nd It�� �ram� and �over a�e inslalled ihe r����rk�ole shall be �ac�4i�n t��i��i �s �equiret� k�y �eck��n DA-1�, VA�UUNJ T���i�l� OF REw�A�BILk��T�D P�+1ANH�L��. Ar�y leakag� ir��� #he marrf��1� shal� b� sloppe� H �JJE+��UF��[VIE�l�` Af�D �AYN1�N7 7�� �on�r�cG Uni# �ric� for rigi�l fi��rr�lass manh��l� inserts s�al� rr��iutie alf labor, �quipm�n#. �rtd rn�t�raal� n��essary for th� corr�plet� constr�McC�ae� �f t�� mar�#�al� �nsert, includi�g backfikling. Th� pay quant��}� s�rall be measured frorr� ihe battar� ot th� fr��rgtass k��rreJ s�c�tor� ta �he kop �f k�e ftberc�la�s �ark�el, 2. Payirrer�f for c:;teri�r grauting af manhale wakls nec�ssary t� stop in�iltr�#i�r1 w+ll be �t th� �on�raet Uni� Pe�ce #a� ma�hole �rau#�n� �. I��ymen� for �tep removal, �u�n���sing ar�d se��in� c��crete �tE�u�#in� �ings �nd �he r�rrg �nd caver, and canc�ete c�lla:, will be at #Yre applieab�� �ontrac# Vnik �ric�s. DA-1 � P1�� LI�J�D ��I��I���`� WALL F��CONSTRU�TION A. �E��I�AL This i��rrt shall aov�rn �i�e �urr�ishinc� �r�d �r��k�l��lMo�� o( a p€asiic li���r i�«�r�ily casi �r�to cor7creEe ��st wi#17�rt ;�e exi�tir�g m�r�l�t�ie s�ruc#uf� Th� ��r�cr�t� shall have a no�'n�r�a[ thici�r�ess �f �-�nches p�� ��d by +�s�r�g an �nteen�k for�ri syst�rrt kha� can �� ins[�Iled wikho+�t excava#ian or rerriOVEn� pOrli�r.s r�� Ek�� rrkar�h�l� Th� manholes 40 �� r�h2birik2t�d us�ng �V� [�r��d c�n�r�:e w�ll recor���ruck�on an� 1��� interior diarr�e��r ar�d d�pt,, �i ihe I�ner are CRsteci �rt Sh� PV��nl7nl� Rel��bili#�tiorr �en�d�l�. �I�� Jocakions of kf��s� n3a�hol�s a�e show� �r7 k�e� dr�w�r7c;s. E�_ �1�T�f�IAL� Th� forrns us��i for placrr�g �h� cor�c�aEe sh�ll #�� �er�men4��, sEac�able steel f��fr+s havi�r� c�lindric�l and conG�al seciions. �h� forrns shaF1 be sh�p�[l ko a�co��m,n�f�ke vla�em��� af concr�t� �n r7�anhoJes w�th �c�eninc c�nes, cvncenkrfc cor�e�, or fE�tX�p �eil�ngs When ��s�nibl��i. kl�� lc�rntis shsll b� of s��fict�nt ��iffrt�s� a�rd skrengkh �o pre+�e:�k ��iftin� �r �c�llapse durinr� tl�� placerri�n# ar�d cur3ng nf th� �oncre#e T�Se assembled for�s shalr I��v� su�flc�en# si�e to �arov�d� k�se maxirnurri i�k�rio� rna�h�l� s�ace w�ri�e provid,ng the m��irr�um r�q�ired cancr�te wall thicitr�e�s �qncr�te sha�l �e �lass F concret� (�QO� psi c� �8�day1 w�C[� a�oarse agc�r��at� no gr�aR�r than 5�8 inch. Fiber�rresh fib�e� �'f-9�� Ib�cy of con�ret�}. sn�s-bac�a��al a�er�t {��n r�tr�s�ar ASC�37 ����` �� - �����'M��v�� s���i�� ��rv����c�n�� � . �r��,��+,� �������i�: a. U��th�r�� ��I �rout; Ur�than� ��l gr��t, �uch as ��o#�h-�e�l �6i� g�l or e�ual st�al! b� � h��kroph�llc pal�rrner The �F�em�cal sk�ali �� m�xe�l wtthi�r th� r��ge af from 8 t� 1� paets of w�ter ar�d s�aH cant.ain a reinforc�ng ag�n# supplied by th� s�rne rnarrufac#urer, �`he r��ater�al shall g�l and cur� E� � �ougi� [kexil�l� e��stomeric �anditiorr, V�+17ei� w�l, tF�e �el s�ra�l exhitrrt s�e�n�kl� pr�perties of �k 1��sk �� ps1 ��ns�l� �k 150 �ercen# el�n��E�on. The mat�r��l sh�11 n�t c�a�ge in lir�eae dlrr��ns+�rr rnore than eight p�rc�nl +�h�r� subje��ed ka v��� and dry �ycl�s, f�. 1'�� c#t�mrca� �rau� sh��C b� �ppli�d so �� #o have fii�e groul rn���ri�l fl�w fr��ly �nto the def�c[s. 'Fo 2v�id ar��r wast��� �f #n� material tlowrn� tl��o��� tha def��#s_ a gel contral a�e�t� may b� added, 'I'�� follav�ing properti�s sY�all be ex�iE�it�d by i�e grout: �� D�currt�nk�d s�rv��e of sa#�sf��Gory perf�rrrsance� in sim���r usage. �j ��ntralfaf�l� r���tion times and sh��nka�� i1�r�u�h �f�e use of �i�en�i��ls s�ppli�d by a�:� sar�re rx�anu��ckurer Th� r.�€�ir7�urr3 gel set tirr�e s��all be �sxab�Fshed �a that a�d�q��E� grt��rl #���+el i� ach��ued, �} Resis#�nce to c�emic�ls; r�sis�ant to m�st orga��� solvenls, rnilc� acids and �Ikal�. �} ���npr�ss��r� rer,o�+ery r�turn #o ori�inal shap� �fk�r repaat�d �efa� m�lion. 5} Th� �hemRcaf sh�ll be essenti�ll]� r�or�4#oxfc in a cured forax� 6) �ealing rr�at�rral sh�i� not be rfgid �r britCl� w�rer� �ubjected ta dry akmos�heee, 7he rrrat�rfal sh�ll be abl� �� w�ihsl�ntl fre��e�lhaw and mov�ng la�d C�n��tiar�s. 7} �e�f�ng �77ateri�l s���ll be r�onc�r�osMve, �. A� reanfor�rr�g �gent such �s �cotch-��al Br�nd �61 � r�€nf�rcing agen! or e�uiva��Rii sl7�ll be utiliz�rl irr a�cardanc� wikh rrtanufa�lur�r's re�oTnn3er}daRio��s, Fln}+ �61 � reinforc�n� �gerr� wh�ch con���n� lu�nps mu�! b� �liseard�d �are m�+sl be taken !o �� sur� l�aC tk�e pH of In� vuaEer Ir� th� tar�#c is tr�rn � to 9. !ls � preca�rt��n ag�ir�si �h� p�ssik�:faty �� lhe pH t�eing ouEsitt� �his :ange, iak� a sr�i�ll �fnoun! c�f wal�r fror�i ��e kar�k #� wf��c� �e� R��r�i�r��rs� A�ens �61� �s k� kae 2��i�ed Add a f�wv draps of 5�1� l� t�r�s �es! �arr�ple Sca#�.h-�eal Brar�d �af Reinfo�c�n� Agen! �61� shaul�E rtf��pees� �eadil� If �,recipi#atioi� occurs. d�ain ��r� tarik a�r� ee�t�st F�e�e�t as ��c�ssar� �r�kil dEspers�on ocCurs If dispersron d��s not accur. t!o ��# use tf�e wat�r s�ur�e. �, �l �rMl�r m�#�ri�l s�ch as �elite ��� {dia�o�ac�ous �arth) fr�rn Johns k1�ar�sviff� or e�u�val�r�i s[�all be ul�ll�ed Tf�e a�i�i��i�n �f kh� t�ller irraler��f �r�vo� A��-�� T — P��T �� - �4DDlT��I�A�L �PECl�L ��NDITI��1� sl��ll n�t �x��ed i�r� q�ank4ly specif�ed t�y �Y�e man�f�cEur�r. and c��skir��a�us a�at���on of #he ws��r sade af t�e rr7ix��r� E� r�quir�d. �h� fillef m�i�rial rnay e�so I�� +�#ili��d as � r�ir�forcirr� ag�nl in �ccorden� wM��r lh� �reth�ne gel gr�uk r�7�nufactur�f's r�c�rnr�7��7datio��s i, Add�tiv�s' �r�ul �dditio�� �1�a� b� uErl�z�d f�r ca#aly�in� lhe g�l reaction. in�rib3tin� tf�� ge1 reacti�n, �uffering the sal��ic�n, �ow�rin� t�r� fr��z�n� 4ernp��ak�f� �� lt�� sal�#i�n, ��#ing a� � f��1er, pro�ri�i�n� s�re�tg#� or for ��fitibit{or� o� roo# growllti. �. Rao� �;on��ol' A e�at �rtl���itie�g c�ern�caa sucn as �Echlaber��! sF�all b� adtl�d ko ih� c�re�nic�k groul m�xt��re at � saf� level oi concen�r�t�on and s�r�kl ��v� ��� �b�liky ko rern�in ac�ive wiki��� kh� gr�ut io� � minGCn�rT� o� �� �oni�rs. 3, h.+la#eri�l Icient1fic�t1on. ���7kr��lor shall ct��'np�e#�My i�enlily th� �}+p�s of gr�ut, m�rtaf, sea�ank, anr��ar rooE conteo! cf�emi�aEs used anci ��r�v�cie cas� Frf�#�rt�s of s��c�ssiu� us� o� cfefend 11�� choice of �routii�g rna���Eals ba�e� or� cri�n3ical ar�d pl�y�ic�l p:operties �ase of appli�alian, and expecCed ��rforma�ce, �o th� satisfaction of ah� �Cngfr�eer. �, ��xRng �nd 1�landling; h1�ix�ng �nd handlie�g of c�emrcal gr��t ��rd formir�g c�n�li#u��rts, w���l� may be t�x;c un�er �ertair. ��ndif�ons sha�l �� ir� acco�d�r�ce wi1i� fl�e reco�riRr��r�d�tior�s of kh� m�rru���l�+r�r �r,d kr� suc�+ a r�t�rtner �s tc� minFmize ha��rd ta ��rsonner, �� i� �tte res�or�siE�,l��y of #�� ��r�#f�clor to provic�� app�a�rri�te prok�ckiv� r�7�a�ure� #a �ns��re ��a� cl�e��ca�� or ��Is pr�d�c�c� by #he �I��m�cals are u��ler can�roa a� �II #�mes a�7d �r� n�t a�+�+�abEe ko �n�u#horF�ed p�r�onr��l �r anirr��ls, P�II e�u�prr��nr sha�� b� s�,�je�� #� kl�� ap�rovaJ �f #h� �ngir�eer �r�Fy ��rsor�r��l kl�oraughly farniliae w'r�#� ahe handa�ng �� Ih� gr�u� rrka#eriai and add�riv�� s�afl p�rf��m #h� �rau�ir�g opera#ions, Cf �X�CUTMO�! �. ��ne�al fV1ar��aole graut�ng sh�al rrot be ��rforr�7ed ur�iiG s�al�ri� of r-r�anl�oie �r�m� a�rd grad� a�austments, p�.�tial manhole ��plac���n[ o� rr3ar�role r��airs are cc,rn4�let� �. P{ef�mknary Re;���� s; �. �e�l �II un�e�l�d lif��ng �a�les, unse�led skep ho�es. v�i�ls farger than app��xFrrtiak�3�+ �n�-h�li �i�2} ����h i�7 ihi�kr�ess, All cracke�l o� �i�k�e�orele� m�t�ria� s#7a1� C�� r�r�oved fr�tn th� are� k� k�� p��e.hed and repla�e� wff�r ��t�cr�Ce 7s ��an�fa�tuf�d ��+ �P� ��+�i�rns Inc �r �q�al. in a�cordance wiE� izianu�ac�ufer's spa�cifGcaCrpn�. k�. �u� and tr�m aJl r�o#s wilhin t�� rr3anhaf�. �, �'�rrrp�ralufe_ N�rr�7al �routir.g �perakGans ,nclur�3�7� ��pl��akian �� inseri�r ca��ang shall be perforrr��rl ir� �ccarde€��� wi�J7 rnar�uf�c[��r�r`s recom��r�d�l�orrs. 4. �roukF�g �vlatenal Usage �rout�ng a� k�e menMol� ma�r incl�de corbel. wall, p��e seals, m��rhote jo��t�, wall �a fl�ita�; i�kn#. ����or #�encl�JR�ough Area� of Ihe roro�sm � � �15�-41 P,�F�T I��l - �4DD�Tk��VAL �PE�I�L ��I�D[Ti��l� ix�anhole desi�nated ta be graut�ei wrll be �ire�ked by th� Ert�ir���r. li er�#ir� manhol� �s �c�e�ul�d for �ro�t�n�� g�a�#i�tig �I��II incl�de lhe ��r��r� rnanhal� including corbel, wa�l. pa{�� s�al� �n� b�r�chltfou�h, �'ip� seaE gr�uting shall in��ude al! �Ipe se�ls ir� t�e sp��tfi�d rn�r��raSe and g�o�tir�g of the s�ecifi�d rnanhole including th� foe��chJtra�at�h ta th� rn2�xirr�urn h�it��t of �S inches from t�r� �rown 5, Driliin� and in��c�ion; lnj�c#itan ho��s shall k�� drilled tF�rout�i� E��� m���r��e wall a� locatior�� int����#e�i �n she ap�ro��iat� d�k��l��j. b. �rouk shall be in�ecte�l kf�rou�h #�re hol�s ur�d�r pr��s�re with a�t�ik�bi� �rob�. Ir+jec�#ion pre�ss�r� sh�ll nok ca�s� darn�g� #� th� rnanhal� slr��t�,r� �r surr��rr�die�y surfa� feat�r�s, �eauk s�rall b� ia���cE�d Rhrough tr�e law�st hafes first. 7he �r��e�iute sh�ll be f�pe�#�� �ntil �k�� mar�hole is exRemallp �eale� witl� grauk_ �. �ro�kir�g from �h� gr�ur��i sur�ace shall not b� alGowed. d ���ut tra�re] sh�l! be verified ��r ob��rvat�on a� gro�t k� ���e�ks or ad�ac�r�# :niPc�i�n F�ol�� I�rovFde addi�iona� �njecEio� h��es. �f r7�c�ss�r��, ta e�rs�,�� g�ouC Rr�vel. e_ fnjeclion holes sFtall be cl�ar���l wi#h a drill arrd �atche� wilh a w�#erpf�aF qui��c se#king tr��r�ar ta� lari�k �n�i ��r��ret� manhol��, � Teslmg of R�rrab�litat�d Nlanhoies. �esting af reh��ilira#�cl ma�ho�e� for u+a#�r tig�rtr�ess sl�alt he perf�rrrried by �h� �an€ra�ot Rn �t�e �res�r�c� �F kt�e Er�gin��t rn a�c�rdance with kf�e ret�uir�me�l of ���#i�rr �,q-18, VACk�UA+1 T��TIhl� ��" ����AB3L1ill � E�7 ��1�1H�L�� o� 1��ese sp��3fic�R�or�s [). �1+1i�:���'f�l_�l_'f�'] :1'�I�PI���h{tF1�`i' If s��� �n3�r� R�ar�hoEe is t',�ro�rl�d Ihe �o�tr�c1 �n�R f'rrc� Sh�li be pe� v�r1Gc�C fc�o# g�ouk�d 2� �r�dic:a�e�l or� #�re l�Sanhcre F�et�al�il���kf�n Schedule �nc�ua�ci in these s�ecifrcat��r�s cr as �ef�u�r�:�E ka5� th� �ng�t���r �ayme�7C fa� s�r�ul�irr� ���Y se�:� ben�h a�7d ir�ugh a�c� �8 inch�s a�ov� c���,�� o� p�pe. an�1 grputing �la�to� �o waU ar�rr��, shall be based an �h� ��ntras;# Lfnik F�f�ce ��r ��c� r�lan[�ol� r�i��b�lilated as ir�dicaC�O an [f�� h�l,�nh��e R�h�bil��atior� ���:��u1e TI�� ��n�r�cC iJrrit Pric� s�+all be payr�t�r.i i� Rufl for peri�rnrr�r� IlYe wc�rk �n� for furr�:�hre�c� aJl �a��r, sup�rvrsior�, m�ke��als, ��j�1��1�nk, pr�f1mr+��ry rep�irs and l�stin� necessary C� c�mp�et� �t�e wark ir��luding �rouR��g wR#h �r�kh�r�� �rc��a4 ��-�� v��u�� r�����r� c�� ���a���i-����� n�,���o�.�s �. C3Ei�El�P�L roros�o� P���-42 j r � p�4�T E�A� � ADI�ITI��AL �P��IAL ��hlD��'1��f� ��ape, This se�#io�3 des�r�b�s m�n��w� t�sttrsg ko ef�ectiv�ky con�afm �#�e waterki�ht �n���ri#p of exkstkn� rr�anh�l�� �oll�vwing str�c#ur�i _ir�fillr�#ion �nd �nflow rela��� repa�rs and iha# Ih� a��earance o� t}-re wark Is �c���#�bl�, D�s�ri�ti�r�' 1r�fiitra#ion m�y �e �bs��v��f in m�nhale de�ec#s a# €nanhoke walls, pip� s�aks or b�nchltra�gh �Te�s. �r�filir�#ion rel�led rep�irs �re ink�n�ed �o eMiminat� Eeakag� of grour�dw�#�r in#o rr�anhol�s. �nfkow may b� ol�sen+e� in :-na+-rho[e d�tecks a( man�r�l� fearn�s, �t�v��s, frarrt� seals, grad� ad�ustrn��ts_ grade ad�us#r�len[ seais, cafib�Es. or waEfs. In#i�w r�Eat�� r�pair� ar� int�nded to eliminat� so�r��� �f su�face wal�r ena�}+ Ek�at bec�me a�ta�+� ciuring raanfall ev�n#s Sl�u�t�r�� rep�irs m�y be requir��i w�en ma�ir�� I�I relatsr� ma�rhal� r��a�rs. �tructural repairs rt�ay in�E�t�e tle�e�ts ir� �n� mar��r�le �omp�nenis �k�t n�t displaying Ill. T��#in�, ���en+a��ons an� �+�arar�t�e I�er�ods� Tf7� resl�n� feq,��r�� s�a�l b� p�rfortr��� �y t�a� C��r�tractar at loc��rons design�#�� b�+ �he �nginee� and �facurn�nied ko th� sa?�s�a�,[�on of kh� �n�ir7eer �lrry new or reJ�abil;ial�d rnarihol�s Cha# are obs�tv�d �o L�e I�a�ir7g t�� :�re �r���n�er durir�g p�riods o� �ri�h grot�n�iwa�er ar c�urinr� inf�aw canditions sa�all #�e sub��c# !o additior�al repairs Th� �orrlfa��or shall b� res��nsible �ar all addk��anal r�paies re��ired on thes� unsa#isf��tory manhol�s tiuring Eh� guara€�t�e per�ad. AI� rr�ar�hol�e r��r�biE�tatian w�rk s��ll �� war�ant�d t� be fre� of defe�ks an� o� go�� workmanship f�r a rnir�imuan of kFrre� (3} ysars fror�i th� d�ke af finaE acce�tenc� of �t�� projecC. An}r rnar���{� rep��rs cor�pl�E�d by i}�e �antractof wf��ch fail dur�e�g �k�� warr�nty pa�wad s�all b� repalr�d ta tMe sa��s�actio�y �rf the �ity al n� a�dikional cosl to ll�e �ity �3. �r1}�-I-F.itl.�l.4 - P�l�� s���iii�cl, �". 1=7ih:t'l.i-�f()'� lnfiEira�i�rr� Tes�ie�g_ ACE �n�erior coa�e� rnanhol�� anci al� p�rtaal replac�rn�n! rnanhoies ��af� b� o#�eTved fles#edj b� th� ��ntr�csor �n ihe �rasence o{ �he �h+��neer for s�urc�s �f inf�lkra#��n, �b�erv���vn� wdl be rn�de �urir�c� h�gh g�aundwater cor7d�ta�ns_ wl�erever pnss���e N1anh�le� s�ra�l k�e t��#�r� �tk�r �n�i�Il�#I�n Wif�l ��I C�I�n��lE0115 (e}ci5',�I1� �nd�{�f �f4��5�d� In �r12��. prop-ct�nnecksons �nci g�s s��li�ry ��n�r��kio{�s sr7a�i be anstalted pri�r to t��tin� 1'�� Irn�s enierrr�p �Y�� n��nl��l� s��ll �e �eri7por�r�ly plugr�e�i wElh kh� �lugs brace�l to {�r�v�nk lher� fr�rn bean� drawr� fnso kh� r�ar�r�aRe, `f�� p�ugs s��all �e �n�#�I�ed i� Ihe ��t7�s b�y�r�d df��-c�nr�e��Eons, �a� s�a�in� conn�ck�ons et�_ �h� t�st hea�i s���! he �I��ed ins,c�� th� fr�me ak Il�e so� �f xhe m�n�ol� f�o kh�s kh� ma��ole fr�rr�e seal �s �esied) ar�d �n���kec� in ac��rd�n�e +�+�lh ��+� m�n�fackurer's r��omme�r�laiia+�s A v�cuum �# 1� inches of rn�r�u;y shall �e dra,vun. and �t�� v�cuum purn� w�N be kurr7�d of� WFtr� #�r� v���+e c��sed, #rie I�v�l of va�u�m shau b� read �fter �r�e r�quir�� test tirne �# �h� ���p in the Ic�ve1 is J�s� l�san 1-�nch of ine�cury {f�n�l vacu�m �r��t�r ��an 9-�nche� �f ���rcury?, r�� ASC-43 �AF�T D� i A��ITI�IVAL �P��1�1L ��[VDI�I�I�� lh� rr�an�rol� wEl1 ��ve pa�sed #he v�cuurn #es�, f�fter a�uc��ssf�rl test, th� t�rnparary plugs w+ll be r�m�ved, The r�q�Fred t��! �ame i� dele�min�� #rom Tabl� G Ta�l� I I�IlhllllJlUM TIlN� F��QUI��p �OR A VA�UUIwI DROP �� �" Hs �a o"�� ' �"H91 {5��� [�EP�Fi OF M.H (FG.} _� �� �2 �� �6 �8 �� �S�Incf� Dia N1arrl��Ce �� sec. �� sec. �i� ��c, �5 s�c �}0 sec, 4� s�c, ��5 s�c 60-€nch Dia _ [ti+lanhole 26 �ec 3� sec, �9 se�. �� se� �2 se� 5� seL. T=B_5 ���_ ��-I�r��r Dia. M�nh��e �3 ��c. 41 s�c. 49 sec. 57 ���. 67 s��, 73 sec, T=8 �ec, '"`For ��I 11+1ar�f��le� ov�� 'l8 fse� in deplh, a�l�l "T�� s��onds as s�rown �or �ac1� r�spective diam�ker �or each 4wo fee! of �dd�kiar�al tse�ki� ai m�r�ht�le to Ghe tirne� sY��wn fo� th�R �18 #oot d�piJ�. �Examp��; A�D (thr�ty} �ov# deep, �8 (f�rly-ei��t} ir�ch Arta�f7oke To�al T�sE 7ir�1e wo�ld �� 7�.� sec�nd�. 45.0�6(�.0}=7�.� second�� �Valu�� I�st�� abov� �re extrapala#e€l fr�rn A��Tf� ����3-$�}, f�+1�nh�le vacus�rrY lev�ls ��serve�l ta �#�a� g�eat�r �h�rr 1-irsc� �� rr7�rcury {�E�al va��urr I�ss th�� �- Ir�che� of inercury} w�ll h�ve tail�� th� #esE and wifP r��{uire additionaf ret��b�litatMon. Th� �qnkr��tor s�all m�i�e th� n�c�ss�ry r�pairs Eo t�r� alreaci}r cam�l�ted r�hab���#atiorr wor� �l no additior7al ��mpensatian_ tf tt�� f�Glure o� li�� vac�rum 4esl ts �f�t�rrr�rr��d to t�e d�e Co pre�x��l�r�� cor��Jt��an� n�t o� #f�� rrE�nh�;e re�aball;�kion schedul� f�r sha�t ratianhal�, kh�, ��I�itioRi�l work �n�y he a�rt�r�rE��d �y Ch� �wr���'s R�pfes�nta#ive. After corrr�3�tro� �f the a�4diEivn�� r�habilktation #�t� �a�rhaae sh��� tF�er� k�� r��t�s#�d �� d�scrib�c� abc�ve urrtil a���ce�sf�.if xest is ma�l�. �nCy one �aym�rwt Fo� rn�nhol� vac�urn �e�Eing will be rr��d� �r� es�h marrhol�. 1f�cu���7 te�ling �s requ�red on �IJ rr��nho�es F�ev�r�g inl����r reha�iki#�#i�n, Ihf��w Testina� All p�r��alEy r�F�ak��lik�let� �r�a�}ho��s sJ��l� h� �fyed �va��r kes�ed unr�ss lh� m2r�h�fe has sr�cr:�s�ful�}+ pass�d �[�� var�uurn fesC �li�nhol�s a��lf be dy��l wafier #es#ed rr� [h� �xr���r�c� oi i�� �rgrneer 'I'Fre dye test shau c:nns:�� csf a�+�lyir�� a�:oncen�rated dye solukic�� around if7� m�r��role �rame. Dy�d wak�f shall be a�,�alR�d f�r ak least ke� r�7Rnules, N1��h�fes o�s��ved #� be ac�Mvely I�akrn� ge�aCer iha€� ot�� drip ��r fFve s�conds wrEl ha��+� fai��d �h� i��� �rrd w�ll no� h� ��c,�pt��l� ivlar�h�CeS f��lin� #he tesC u�.+i�l r��u�re ��clriaanal r�habili�atio� by the �c�nirac#�r at n� ad�li�i�r��l c�n�pe�satian Olh�r Teslirsg �ne �1� rel7a�iFikal�cl manhcs!� ��II he randar�7ly s���cted far furlhcr E�sk�ng. �1 labarator�r s�fe��ed f�y khe �iky wNl �ake c�r� ���n�les �� wall se��ions �i mar�ho��s wilfY w�lE c�at�ngs. T�s���r� �� �#�e �ore s�rr�ples wsJl b� d�r�� !o ev�l�ate materiaf lf7icke�ess, ��ifipress�v� slr�ng�h, flax�ral s#r�r�gsF� arrd sC�nC shear �ond str�r�gCF�, 7#te f�llowr�r� ar� th�� rt7inirnurn requ�r�tl strengths f�r c�menliti�a�� and nan-cem�r�titi��� wafl co�l�r7gs: r�.s�o+ A��-�4 ��4�i�' D� - �DD����hf�l�. �!'E�1�1� ��ND�TI�hI� _ �amp�e�sive SireR�gkh, ���npres��v� �tr2n�th� sh�l� ��r�far�t i� A�Thri ���� a�rd ���9 anti s��ll ��eei or �xc�ed a mir�i�n�m �S-d�� �are�kt of �,0(7� psi. �l�xuraf S�t�n�th, Flsx�aral str���kh �I��IM �c�r�farm #o A�T�+i � �48 and s��Gl rneet �r �xceec! � mG1�imum �8-�2�� brea�C ot 1,2�0 pst, �I�n� �h��r Bo�td S#rengkl� �Ear�t shear bor�d sireng#h s�+al� cor�f�rm #o ���'Nl 88� rr�odiiied and s�raN meet ar ex��e� a��n�murr-r �S-da� br���c oi �_��� ps�. if tY�e mank�ole ��sted fai�s �o ��ss ar��+ of #hese requir�rr�en�s, ar���M��r n�ar�M�ole s�ra11 b� �el�cte�l �r�� ke�led. If 113� se�on�l ma�i��Ge iails, #17� �iky may, �� ��ts opEFo�7, �l�p wor�c �ntil t1�� �onlr�c�or c�� p�o�+itie as�ur�nc� lhat t��t�ng r�q�irements can i�� m��. �uarar�te�_ ��s�tr�c#or shall w�rrank ih�i I�r� wor�Crn�r�ship ar�d rr��k�r�al� 2�{e fre� iror� def��#s �nd t�a# #he manhol�s are sealed fr�rn ir��E�w and irtfilkeation for a p�ri��l of three (3j y�ars irqm ��r2 �at� o� final ac��pta�c� �f l�re project, �_ fN�A�URENI��IT P+�D �AYhr1�.NT Payrr��nK foe r��anhoi� vac4k+�rr'r t�stfng �h�a�l be r�7�de ai th� �nr��ra�k U��t Pfic� bic� fc�r each Manhafe Va�u�rr� T��� a�i�aally �eRorr��.Fd a�d �as�e� �r�d i;�� �p�earan�� �� kk�� camplete� �r+at3hole is visu�la� accep#able. P�ymerst sh�ll b� f�ll c���p��saaion for �II iab�r �rsd rnat��ials necess�ry !a c�r�7pl�t� e��h tes# h]o payrnenl wiEl I� mad� for at�dikE�nal v�cuum t�sta �r a��y ��+ec! wa#er testir�g Payment �or rrianhol� �ore #esEir�g, in�lud��g �II lah�r a�d m�t�rGals n��essary Co �ompi�te e�cl� l�s�, shall b� n�a�k� �� t1�� �ar��rae� �Jnik Pri�� bid for �ach Mar�ho4e �or� Tesk actually ��forrned a�td p�s�ed, DA-�4 FI��R�L.AS� l4fl�#hil�i�l.�� f�., GE��F�IPTIQf�, T�r�s �t�r�7 sh�ll ��vern !I�e fur�7ishar7c� aF�d �nstallal�vi7 af fib�rgias� rna�+l7ale� The lo�a��on af tr�e�� rnar�h��es ar� �hown ar� th� drawcnys Eac#� r�tar�#tol� sl���l b� a�n�-p���e un�t rna�ruf�ctured ro rneei or exceed a�l s��c�{�cal�ar�� of AS'f M C}-�7�3 la�esl edilion as inar��Eac�ured b�+ R,. F N+anuiact�ir�ng, Mnc , C�i�d�ngs, Tex�s, �r �pprov�ci ec�ual All 177�[�]�10I£5 sh�ll be �f���vyw�ll Yr in�n n3irnrnum v�r�El ��1fC1{�'I@SS B. ��Ei��R�L� Re�i�_ The r�sRns u�ed shall b� a corr�mer���l grat�e +�nsai�irat�cl poly�ster re��f1 or �th�r suatabl� pol�esk�� o: v�nyl e�ter resin, r��r A��-�� ��F�� D�# - ADDITi�IVAL. �PE�1�4L ��J�1D171�[V� �. R�inf�rcin� N1�#erials; T�� reinforcing mate�r�als s#�all b� �vfnmerc�a� �ra�e ����� ty�� gf2�s� in t�e �orn� of ��nt�n�.�o�s ravir�g, and c�ap rav�n�. Yr��+in� a ca�p�ing ag�nt tha# will prov�de � s��k�b�e C��nd betw��r� �h� �l�ss reinf�rc�rnent �n� khe r�skn_ 3_ Ir�t��ior ���k�ti:ng Materi�l= il�e ir�ner surface exp�s�d to the ch�rr��caC �n�irt�nment shall be a re�in-ri�k� I�yer of O.Q10 ta 0 0�0 ��r kitick, Tl�e �r���±r s�rface Eayee ex�oserl #o t�t� corr��iv� �rrvir�nm�n# shall �� f�Rlawe� w�th a mi�n�m�arn o€ �v�� p�ss�� o€ c�opp�d roving O� Tt'liflfi"[1iJlll IE]l���l O.� ir�, ���mrnj t� m2�x�rnum I�nc�th o� �.� in. {�Q.S n3n�} and shaE� b� �ppli�d �n��orr�ily ta �n ��u�v�len� wei��� ot 3 ozlft_ �acl� �r�s� of cho�p�� rc�v�n� �h��l k�e wellm�ola�d }�r�o� to ll�� �{�pl�ca�ion of addG�i�e�aE rein�or��menl, T�re can3hir7�d shi�lcn�ss of lhe inrr�r s�riac� and irs#eriar �ayer shalE not b� ��ss tf��n 0. �� in, {�.5 rr7rn� �4. V11�11 �onslruction F�r�cedure� Afker inn�r lay�r �ras b��n app�i�d the �arrh��� w�IJ ��all �e co+�steuct�d wi�h �h�p and �orttir��ous slrand fi�arn�n# w�ur�d m�r�u���E��rirr� pfoc�ss w�ich in�ures canttr7u��rs r�r�r�or�em�ni and unGforrr� str���th a�� �ampasatiar�. T#re con� �ect�on, i# prad���d s�para#ely_ shall #�� a#fFx�d !o �n� #��rrel sectla�r a# tl�o �actor�+ wi�� resEn-glass r�Fn[c�r��cf �air�! resultit7� �n a ar�e pi�c� �nik. �e�ms shaH b� fiberg�assed on the insid� an�i th�e �r�tside usir�g l�r� sam� giass�r�sin �ointin� pr�c�d�xr� �'i�ld ��ints �hall nol be a��ep#�t�fe b}r �r��one exce�t th� m�rrufac#�rr�r �. Ex#er��� �urfac�; Far a U11 in�Eibi#�r ki�� res�� on th� exkerio� s�r�ac� of l�+e rnan��ol� s��ll J��ve �ray pigmen# ad�k��# �or a rnfnirr�u� tt�i��rress 0 1�� in. G ��ub��ks �r�d ��nr�ection�; �tu�a�ts sh��l be irrstalled at loca�ror�s showrr o�r t�e drawings. Ii�sC�ll�ti�n of �DR �� P�I� sew�r pipe sFral� be ��rf�rrrled by sandin�, ���i3�1ng, and us�ng r�sin fiber-r�Fn�orced h�nd I�yu�. �he re���7 �r�d fiberg��ss shaia be sar��� sy�� and �r�tJ� �s u��d +n Cke� �aE�ri�ati�n at C�e f�b�rgEass rn�nhore �{or-i�-�eal boal� f�r �ach pi�� conneclior� shail be ir���alled by �Y�antx�f� m�r�uf��t�arer tasing fib�T�fass r�i�forced �i�e st�b4u� f�r iC��-N-�eal booi s�a��ng sur#a��. 7, lv�ar�l�alr� �^trom. M�nF�oles shall ha v� resrn fib��-fe�n#arc�cf b���vn�� E3ottom shaal have a minimurn of Ei�r�e 1°f� �n. d�e� x 3�� in. w�de s�fffenRng ribs �ornpl�i�l� er�ci���d �r�lh resin f�t��*f-r�rn��rceme�t �n� F�a�� a r���rl�rr��re� 3 in enCr-fFak�R��n ring �s sh�wn nn ll�e �r�win�s N4anl3��e q��l�m shala b� a mm�m�� �f �J�6 r�r t�ick. 8. FGilers and A�dilives: Fif��rs wh�rr used, sl�all be inert #o #rie �r�vironment and �rranJ�oi� cor7str4��iion ��ne� �hall no� be �cc��rkerl as an ���roaec� fi�l�r, �ddiCiv�s, s�c;l�r �s khixokropic �gen#s, c�ialy�#�, r�ro�-r-�oRers. eic., rnay b� �d�ed as re��i�ed t;y �a�r� sp��:3f�� rnar+�,facturing prv��s� tcr be a�s�d ko r►7eet lhe requir�rner�#s of khis s#�nd�rd 7he resulting r�inforc�d-plast�c n�ateri�l �l���I rr�e�� the requrrsm����s of �+�is s��cifir.al��r� �. l�AiVUr��TUr�` r�+l�nhole cyiinder�, rnar�way r�duc�rs. �nd cannectors �h�ll be pr�[�uc�� feafn �lass fib��- reinfc�rc�d pafyester r�sin �sing a combsr7��ion of chop arrd cor�tir�u��us f�lame�t wound prac�ss. raro��ar A��-�� P�#�T DA � �IC�DITl��VI�L �P��I�L ��IV�lTI��1� 1, Int�rior A�ce�s: �411 man#�oies �hall be d�s�gr�e� so #��# a ladd�r �f step sy�tem can be su�pork�� b� #he i�sta�k�ed rnan�ol�, M�nho�� st�ps will no# bs r�quir�d, how�ver, �, Nl�nwa� Re�ucer; fuSa�r�way red��ces w�ll be con�entric v�ath resQ�c� ko the larger parli�n of il�� rnanh�k� d�ame�s�� t�rro��gk� BO ie��h�� �, �over �r�d r�ing �u��art The manh�Ee shall peo�+id� an area frarrr wh�ch a gfad� ring� �an b� inst�ll��1 to accepk a�yp��al irr�tal �ing arrd cov�r and have t�e s[r�nglh to supp�r# �n h�-�D krafF�c I��d w3thout dar��age !o �i�� mana�ole. ����1��1���1 1, �xt�ri�r Surf�c�- �'h� �x�����r surface sh�ll ba srn�a�h will� no �harp �r�je��i��rs. Han�-work �in�sh wilJ b� ac��ptab�� �s �or�g as ena�gt� resi�r ss pr�ssnk #� el�mirr��e ��b�r show �h� �x#er��r �urfa�� shall �� fr�e of blis#�rs �arg�r Iha� �,��i�ch �iameter_ deian7an�#ion or fi��r sl��w, � Ini�r�ar �urface Tl�e ir�tefior �ur#�ce sF�all kr� r�si� rich w�th rr� ��c��s�d ��k�ers, The surfac� shalE be free of cfaz,ng, d�laminali�n, �Eas#�rs Narg�r khan p.�-rn�h diame��r �nd wei�rkles �# �,9��-ir�c�+ or gr�at�r ir� depth �ur��ce p�ts sh�f1 b� �ermitked i# they �re kes� fhan �.75 inches in �iamet�r and less thar� Q.06�5-inch �ee� lloids #I��t c�nr�o� be t�rok�n with fknger press�re ae�d �riat are ��tir��y b�y�w t�re resR� surface �1��11 b� ��rm�#Eed if t�re�+ are aess than O.�Yir��h dia�n�#�r ar�d I�s� t�rarr 0,�6��-in�h th�c� 3. Re���rs' A�I ma�h�le re�airs by lhe mar�u�ac{�eef shall r�sull i� � pr�du�t wh��� rrreels �EI req�irerne�ts �f t�rRs specifica#iar�, Fi�Cd r�pair of rr��r�hoi�s wall ���r be all owed 4, Di�meker To�e�ance; t���r���� o� ir�side �Jt�rx�e�er �hall be �!- 1°r� of requir�d rrr��lht�E� di�31'��ter 5 �.��t� Rak�ng: rhe �or�pC�ke rn�r�hole �ha11 have a rn�nrmum d�+nar��ic-load rati�g af 1G,0�0 at�f w��n �esled �n �c�or���7Ge w�t� A��hl1 Dr�75� 8.4 {n��e i} To �s#al�lisl7 sf�is r��irrg �h� c�rrrpl�t� m�nhole s�axl r7at I�ak. rr��k oc sEtffer o�l�er darnage wt���� �oa�i t�sk�d tc� �U,C��1(} Ihf �nd shall na1 �e���ct v�nrcalE�+ downward n��r� I��r, �.��-�nc �t 1��� poir�t af �h� I��ti �ppl�c�kian when ���ded lo �� 0�� Ib �a �s�ffness� ; I�e rr�ar�hole cylinQ�r sJ�all have k�� rnwnimum p�p�-s#iff��ss vak�e� s�r�wn in table b��ow wher� teste� ar7 ac�or �ian�.� wi#h A�7N1 �-� r�3 8�(n�;e i} r�u�srof Aa�-47 y P�4RT D� - p,D�M�I�IV1A� �PE�I�1� ���V�1T1��1� Ti�� ���t€rac�or shall �� r�sp�n��bl� `ar lo��ting and rrrar�ing �il pr�vio�asl�r ex�t��ed rna�h�Ees and w�ker +ra�ve� In each �#reel o# this contr��t befor� th� re�urfaci�g proce�s ��rnmer�c�s for � �arkic�lar str��t, �i'h� corrtract�r sh�ll �#t�mp# ko r�tclude the �o�rstru�#ion �n�ine�r ��f he is av�il�bl�} in kh� �b�ervat�oi� �nd mar�in� �ctivily In ��y e�v�n� 2� stre�t �h�il b� �om�fe��ly mark�r� � r�ir�imum of two ��) workirtg da�+� i���ore r�surfa���t� begins an an� skr��t. A+4arki�� khe cur�s wl#h �aint is a recammer�d�t� �toc�d�r�. I� sF��l� be #h�e �orrtra�tors resp�ns�f�fliky to r�pt�fy the uuli#� cornparries kh�k he h:�s ��mr��er�ceti w�rk on t�r� proje�t !�s #I�e resurf�s;i�g E� cor�-rpleked (wil�in s�fne day) lFre �onErac#�r sh�ll I�cat� l�� c,over�d m�nh�l�s �r7d valves �nd expos� khem far E�Eer �dJustm�n�, U�on �ornpl�tion �f a sLre�4 lhe conCr��#or �hall nokify th� ut�lities of lh�s c�mpl�ti�n and rndi��#� !he st�rt of �h� e�ext arr� tri �rder far the �rtilil��s to adjust faciGE�es �cc�rdie�gl�r. �"Yre iollav�irrg ar� u[i�ily �ortR�ct �ersans� ��.��Y 7e�e�ho�e �lumt��� �on��r,t �e�son �+�t�tk�wesEern �ell �eleph�ne T�xas l�kili�ies Lon� �r�r �F#y �f �or� IN�r�h, ��reet ��gh# �nd �ign�l 3��-��75 336-9� i 1 E�cl. �1�7 336-838 � Ext, 6�8� �7'I-81 �0 "wi�� Lin�.� !�r �oy kCruge� �r ,3im ��nn�tt Mr. ,3irr1 ��k� V�1a6c�fi�;lr� Qf cours�, +�r�der �he k�rrns of [f�is �onlract, k�e co�C���t�r sh�ll cor��pf�te adrustr7��n� �f �he slc�rr� [irair� a�7c! VYater �3��arCmenl fa��liti�s, �ne �raffic lan� �k � iirne wi#hir� �Ev� {5) working days ��#er �om�leE�ng tJ�e fa}��ng o� pf��as�d �-I,hll �1.�. av�rl�y ad}ac�r�� t4 sai�d f��rlil��s, A�7y �fev�a€3�r7 Fe�rn the ��ava pr�c�dure ar�d af�o2l�d wotl��r�g day� rnay r�sult m th� shut dowr� af th� resurfacirrg a��ration by RJ�� ��ns#ru�l�on Engir����. Tf�� ��ntractar shd�l be res�onsihle for a�l a��afe��afs �t{4a�prre��� an� I�l�or �a perF��rn a ma�t �ccura#� �ob �r�� a�l ��sls t� tl�� cvntrac�or shall t�� fig�rr�� subsGdrary tc� this c�r7lr�cR. DA��2 I��'PL�Q��IVr�N� DF CO��RET� �UF2B A�1(J �UTTER Th�s� p.c��ris�ons rer�urre +rie �c�r�#r�clar l� f�rn�ve �II far�sd �xi�#�r:� c�rr� an� gu�i�r, �s desrgr�ai�ci by lk�� �orlSkr�c#�o�� Er�g�neer, ar�d r�piac� wik�+ star�dard canc{e[� curb �r�� gu�#�r, I�ydo�v�� c�rb �n�f r.�utC�r. or rn Jiks kind_ as �av�rr7e�i by fn� s�ar�dar� �,k�l �peci�Gcat�ons. Iterr� I�� f0� "Removir�+� �Id �oncreEe" Ilenti hlo, 5�� "�oi7cre#e �urJ� �nd �uk!�r�", ���I C�rawing Na� �•�� rhr�4igh �-��}. P�y I�r�7iks fa� I�yd�w�� c�rb ar�d �uktee ar� s�qwn in �rawmg No. �-�� o� th� �i�rr�ard ����rfrcaiior�s �c�ntraclar sh�ll �aw ��k #he �urb and a�.iC�er anc� �averx��Ril �r�a� to r�moval lr�clud�d, �nd fi�ured s�bsidiary t� #h�s un�t pric�, wtll be kh� fe�ur�e�4 sav���� �xca��tian, as per SJ3�'�`ikti���[Of� Jtei7�� F�a 10a -Un�lass��a�cl �lr�ei Exc�vaii�n'�. ir�ko kFl� 5kf��t i0 �E{� ,n Che c;on�tr�xcti�n o[ lhe curb �ro� g�rtEer Th� pay tim�k wil� t�e �" ��k �r�m ��se �ulter Cip, w�kh s�n�� day hauG-�f� of tk�� rembved malerr�l �a a�uiE�b�e dump �ile Th� s4reet v��d sh��l b� #i�i�cl w�th H.NI A.� "TYp� D" rnix as �er sp�cifica��o� Na. 300 "A9p�2111�, �3�1� anrl CrnU�s�o�rs�, If�l�1 i�lp, ��4 ��Prirr�e �oa�" �n[� ltem �o. 31 �"}�iot Mrx As�halkic �t�r�creke" ar��l r.nrn�acle� to stan�ard �iky ct�nsi#ies and top sc�il �� per sp�c�f3c�tic�� iC��Yi �!v 1 1� "�o� SoiP', if n�e�le�i sk��ll be add�d a�,�i r�ro�ra� ASC��O PAF�T D� x �DDI�I��V�AL ��E�IA� ���l��Tl��l� level�d to �rade behind #he curb, �xi�ting irnprave�er��s wlk�+i� kh� �arkway such a� watex me#ers, sprtnkl�r syste�n, etc. ��rr��g�d ��rin� ��r�st��c�1�n �h�l� b� re�Eaced w�#h same or b�tte� at n� c��# tp kl�� �iE�, Backfll for �u�f� �nd gutker sh�ll b� �omplet�� w�thin �o�rt��n {��� ��le�ndar days fram t#�e day of derrt�likior� to �a#e of com�l�#io�r. �f fhe cantrac#c�r fails to co����E��� �I14 WO��C 4'JI�ii1Y1 �C}Ll[#@Ef1 (��4} GaEondar d�ys, a�10� dollar I�qu��lat�d damage wiil b� ��se�sed p�r i��o�k p�r �fay, The �nEi price t�i{J p�r Ilnear #o�� �h�ll k�� f�El �o�ripe�s�tior� #�r �I! rrE�leri�ls, la�vr. �qu��t��en� ar�d ierc�der�#a�s r�ecessary t� c��-n�r��t� kh� w�r1t, b�#-�3 F��F�L�#��M�h]T �� 5" ��h1�R�TE DRIV�WAY� This rt�� sf���l �nclud� th� r�mt�v�C �nd replac�rnen� o� �xistin� ��ncsete drivewa�rs. d�e la c�oler�ara#ian or in si��at�onfi where �ur� a�d �uk#�r �s tepfaced to ad��s# grades to elirnir�ate po�ding +r�at�� wrth sarn� c€ay f7a�a€-ofi# �f kit� eemo�+�e� malerisl i� a s���lahfe r�4�nti� sike, For sp�ci#icafio�s gov�rr�irrg th�s i��rn se� Ckerr� �I� ��4 "��+r�aving Ql�f �on�re#e" It�m No. �0��� �onc�eke �idewaik ai�c� Driv�ways". Pay l�mrts f�r c�n�rete drivew�y 2�re �s �hovs+r� in Draw�n� IVa �-�� of the �tandard �pecifiraE�ons. TI�� unit price bid pef s��aa��� �a�d shall b� fuU cor�p�ns�kron �or �II I�bo�, rr��#eri�i, �qu��m�nE, ���:�li�s, ar�d i�rcid�rrt��� r�ecessafy t� com�l�te I�� �oelc. �A-�4 REFLAC�NIENT OF H.N1.A.�. P�411�1�[�hi`C �4�l17 B�#�� Tf�e c�nlrackor si�aNl r�m�ve� al� �xi�#��g �1ef�rmed 1� �v1,A.� �averne�t andfor I�ad b�se material il�a# �how� s�rfi�ce dateri�rakion andl�r com�iet� failure, T�re En�inesr w�ll identify these ar�as ��or� +n+i��ch k�rn� Ih� conlra�t�r will �eg�n w�cl�. 1"1�� f�iied �rea �ha€] be saw ��at, o� other simi�ar r7�e�ns, oul �i` th� �xis#tng ��ve+'���r�t In st�u�r� �� reckangul�t f�sr�i�r�. T�sa �;cle faces sk�aGJ �� cuC ►��rl�cakly �ncE all fa�l�d ana Jo�se n'��te�rial �x����3ed As ���r� of �he exca�ation �r�ce�s, a�l �nsaEi�fac�ory �ase n7a�eria� shall b� r�m�ve�l, ii ��q�ired. Io a de�kh �ufficien4 t� ab#ain �#ab[e sub-b�s�. l"he total d��th �i excavat�o� c���d r�i7�� ir�m a�o�ple �f �n�l�es l� ie�clu�e tE�� �t�rfa��-bas��soi�7� sub-base ��i�rov�l for w#�ic� li�e �r�gF���r w�ll sel�ck kk�� ne�ess�ry depGh �he rerr�a�i��i�g �ood r��at��iaf shall a]� ��v�l�� ar�r� ur�iEorro7i� rnat4e r��d� t� ��c�p! lhe [�II rr�a�e�,a4 AEI excavated rna��r�al sl�a�� be ha����d a#f s�t�, th� s�rr�� �i��+ �� �xcavaked, ko � suGta�l� [furn� �Fl�. �iter salisfacto�y �om�le���n af fe�ov�l as oukl�n�� al�ov�, a�� corstra��or sh�ll p��c� 1he perrr�ar�errt ���verneni pa�c:-+. wilh "��lae D" sur�ac� r�7�x Tt��s iEem �v�ll afvrays �� us�d �v�n �f n� �a�e �m�rovement� �re feq�+ired. �"h� �ropased H il+f,�1.� rep�ir s��als rnatc� the existin� ���emenl s�cG�or� ar tf�� ciep�h ��f !]�� f�i�ed malerkal. wE��c��v�F �s gr�a:er wr�we�+eT, Ih� p�tc1� ihR�kr�ess sh�ll k�e � mirnr�7+�n7 t�[ �+n�h�s �er�er�lly �17e existi�rt� N N1.�1 � pav�n7e�l thickne�s w�ll nat �xc��d �" �efor� Ih� �alc:l� la}+ers 2�re ��pi�ed. �ny ���se maEerial n7uci an���r wa�er s�al� be r�m�ved A liqu�d a�p�at# ta�k c:c�a# sh�fl be ��pl��d kv �11 �xposed s�arfaces, Placer��nt �f the surface ��7,x lifts si��a� n�rl �xce�d � inches w�th vabr�t�r ct�rrxpa�t�on� k� follow eac� I�ff_ �ompa�tfon� r�f fh� mix sh�ai k�� ko �I�nda�d dens�kies �f th� ��ly of F#�t V�lor�h rnatl� in pr��aration lo �cc�pt 11�� re�ycl�ng }�ro�es�. �I� a�p�l�ca��e pr�visi�ns ai ��ar7�ar�d �pcc�fi��ti�n �i�m ��s. 3�� "A��halts. �ir�. �r�r1 Ernu�s�or�s", �04 "Prir�� �o��", �r��i ��� "'3-�oi-MGx �sphal�ic �onc�es�" sl�rall ��v�rr3 work, fo�a�vr+� A��-�7 �� P�#�T D�► � ��1���I�h�AL �P��IAL ���DITI�IV� �ach k��att joint-mr�l�d. rn�asur�d as at��v�, c��rip��t�-�n pla��-�n �ccardanc� wit� �h�se specific��'ton�, will b� patd Eor at !h� unit J�rfc� shown �r� th� �ropos�l far "�u�t Jairrts". "ft�� �n�t �rice bid p�r �a�h strall l�� f�al �arrip�nsatio�r for ail mill���, ineluding rr�at�ri�l h�aul-off, kaols, I�bor, equipment anci inci�enta�s necessary to �orn�l�t� �he r�quir�d w��k �A-�� �" H.M.A.�. �URF�1�� �c_.'UR�� {�'YPE "D"' fVIIX} AIE 2�p�alicabl� �rovisio�s �f �tandar� �pecifice#ior�s, Ike� lVos, �1� "�at-�ix Asphall�� �orrcrele"'. �(l� "As�halt�, �F�� and �r-�ulsions", 304 "Pru�� ��ai". and �13 "��r�����C Pl�nt R�cy�lir�g-AsphalE ��n��eke'" s��ll ��ply ko �17� consCr��tion irieta�ods f�r Ihls porl��n �# t�n� �rc�j�ct_ �l�nc�ard .5�ecifac�tio� 312_� �7} sh�aEl b� revGs�d �s folfows: T�� pri�n� c��k, la�k caal, or the asphel#�c rnlxk€�re shaGl naC k�� �r�ce�i ur�i�ss ihe air k��r�p�ea#ure is f��ty (54j ��grees Fahr�nh�it ar�d fising, �he ternperature E�eG�tig kaker� ira R�re sC�arl� �r�d awa�+ from ar#ii�c��l heat. Aspl��ftic maken�l sh��ll �I�� r�ot be paac�d wl�en th� w�n�i cor�di#ions are ur�s�it2�bJe in �he opanGan o� kh� �ngine�r. Th� �ontractor shalr f�rrnFsh7 baic� �esi�n t�f �h� propos�� h�! Tn�x as�halii� cor,�fete for �ity appr�v�l �8 hours prior la }�I�crrrg rF�� h-I.h+l,,+�.�, �v�rlay, ��e �iky will �rovis�� lal��ratory canErol a� ne��ss�ry, Th� un�l �ri�� b�d ��� squ�re �ard of M_A+1_A,� c���lele ar�d Ir� plac�, sJ�all b� f�,ll c�mpens�f�qn �car all Cabor. r�rat���ais, equipal-ienk, Cools, ��d incid�r�EaJs n��e�s�ry Co c�rnplete !�� w�rk. �7A-29 R���A��I�IE�11' �F 7" �(�IV�R�T� 1lAl.l.�Y �kJ7T�R fih�s if�m sl�alf irt�3ud� ih� renl�v�1 �r�d r��ons����tion �f existin� cancrel� vaile}r gu[��rs a! locati�ns t� be det�rrrsined in fiefd: Rernava! of exis#i�rg concreta valf�y, �sp�ralC p��remenk, �v�crete �es�, cur� arxd g�att�r, en� r��c��sary �xc�v�tian t� �t7s��ll lhe c����eke val�e� gutter� a�l sh��l b� suE.;s�d�ar�r lo kl�is pa�r rtern. F�rr�i��ti�rg ar�d r�l�[:�n� af ���7 �a�cr�te b��e and �:r�shed Jlrn��#c�rre t� a d��R� as directed �y the �r7girreer a��d n�ce�sa�y �s�hal� trae�s�kivns as sh��+n in f[�� ��rr�rete v�rl�y gus�er d�iails, sl�all ��; s�,b ,�d���y t� kh�� P�ry Jiern. �e� sf�n��rd spe�if��at�{�r� It�m i�lo, ���. "�oncreke Pavemenfi" Ilerr� ;31� "H�1-11+fix �sphafii� �oncfate", Irer�7 �I� 1�� "R�rnovir�+� �I� ��rycre#e". It�n� �!o rt0� "UncEass,[�ed �rr��l ��c��va#in�:" Il�rfix �10. ��8 "F�cx�hle Base." I��as�r�rn�e�t for firt�l q��ant:ti�s of vafle� t�uRier wilP be �� tr7e square �rar�i of concr�t� �.��emen# a�d kh� c�rb a�d ��tl�r s�c#�orr wil� �� inc�ud�d. �G�f}t�BCk�r' fi��� SU�Stf�Ll�� �" r��on-r�Fn�or��d {�;�7) �on��e�e �as� i� It�� o� �rus�ed ��ar7e �� rro addiCEonat ctas# �e� Il�r�7 �1 �" �onr,rel� P�v�n7�n�,. �Isphal� b�s� r�iaier�al m�y �re req�ired �� l�rn�s �s direc#�� �� l�se �ngGneer �a e�cp�di�e �I�e wor�C ai loca�t�r� ir?��+��f�ed it3 I�r� fr��r� Th� con�r�t� s�a�l b� d�s�qr�ed l� achieve a m�r��rriur� compress�ve slr�r�glh af 3�p{} pa�nds per sq€�ae� le�cfti. ���tract�� sh�ll work on or�e-�tatf �f V�f3ey ��lt�r at a Rom�_ �nd l�r� plher half sh�li h� �pen to lr�ffi[�. 1Nork sha�l t�e cam�f�k��l ara �ach haGf with�ri aeven �7j ��I�rrdar c��y� �o�os�� A��-�� f � F'�F�T D,A � �I�N�IT1�i�lAL �P����� ���1C�ITi�I�� If Cl�e contrac�ar fails la ��mpl�#e kh� work �r� ea�h h�ff with�n sever� (7� c�fer�d�r days, ��7�0 d�llars �iqu��aled darr�a�e wk�l �� assessed per �a�ht �alt of v��ley gut�e� per d�y, Th� unit �f�ce bid per squ2�re yar� ��r �ae�cre#e 1��11ey as s�owr� on !he �rop�sal wrll �e full ��r�p��s�#iqn for �rt2�lerials. lal��r, equip�nen�, iaols ar�d ir�cidentals :r��;es�ary ko �ompl�#� k#�e work, C1A-3� N�W 7" �OIV�R�T� 1l�4�,1.�� �U77�R This �t�r�7 sh��1 inc3uci� li�e cvrrstru�tior� of cor��r��� �+ajl�y gu�ters a# �r�rious I�cati�rts ta be �i�kermine� in f�eld, I�etr�oval a[ existir+�, asph��i �av�rr3ent, �ancfe#e ��s�, �4,r1� and �4,it�r �r�d r�ec�ssary ex�avation to ir�s#a�l �ne cor�cr��e val�ey g�,�t�rs all srial� 1�� su�s�d��ry �o rhss �ay �k�m �urnish,r7g an� p�ecing �f 2��7 �ancr��e base and cr��he� fame�lone ta a d�p#h as �Mr�cte� bp #h� �rrgiri��r an� ne��ssary asphalE transi�ions as sh��rn �t� khe con�3�e[e �+a�l�y gu1��r �etails sr�all b� su�sidl�ry ko a�is Pay Iker.�r �e� sfan�ard sp�cificalfon Item i�io, 31�1", �or�c��t� Pau�rt��nE"_ Ik�rn 312 "F-to�-hAix �sph�lC�c �an�r��e".� llem ��. 104. "Re��oving ��� �ar�ce���". 1t�m No. 106, ..Vnclassified �tr�e� Ex�avalton" Ite�n EVo ��8 "�I��€ibl� C�a�e " A+le�s��temenC far fir�al quanXities �f valley g�kler wall b� �y �he sqt�ar� ya��i �f �ort�rale �a�vemerrt �n� t�e curb ar�d gutter �ection �vi�l �e ir��lu��d �or�tractor may s�#�#i�uR� 5" nor��reir�farced (�;�7) �or�c�ele Bas� an k+eu of �rushed Slone al r�o a�iditir�nal ��st. �ee l�ern 3�4" �on���te P�v�rr��nt" T�re canc��te shall �e �e�+g��d #o ��h�ev� a rn�n�rr�um comp�assive strength of 300� pou�ds per sqti�re inch. �a�traci�r sh�ll work or� one-h2�li �� �akley gutter at �#frr�e, ��d the othet h�l� �h�ll be ap��� !� tr�ffi�, �lVork, s��fl be complese�l or� eac.k� hal� wit��n seven (7) ta���s�ar c�ays If the �oe�tra�t�r faiks t� compl�t� the w�fJc an each ha�f wrtl7m sev�n (7} �al�ndar days, a�1t}U �ollaes Iiq�idaEed d�3't�age wil� �e a�s��s�d �3er e�cC� h�if �! v�lley gukler per day �he �,r��k price b�d per s�u��e y�rd for C;�n�re�e Va�ley as sr7awr� or� Rh� pro�osal w�IG b� �u�l cam�e�s�#i�n far m�t�r+al�. lalror, e�uaprnen�, t�oi� �r�d �nci��ntaR� n���ssary ka �ornpE�Re #h� w�rk D�l-3� NEW �3" STIA#VDARD 41+N����F�lAER RAi�P Th�e ��n�fac[or shal� c�nsEruct stan�ard G�nCrel2 wF�e�iCl���r r���� as sh�wn qn the enclos�d det�ils, �r as �irecie� h}+ ihe En�ir�eer Th� rern�va� af exist�ng �ubstan�i�rd w����c�+a�r r�rn�,s �r�d si�C�w��i� �s r��uEt��i f�r the Ins#allation �f new w2�eelca-�a,r rar���s sha�l �� s�rbs��fary #o thi� ��y t#�rn. Th� femuval ar�d r���ac��n�rrt oi ex�sE�n� �:�rrL� �nc� ��atker as re����r�d �or ih� ir.s#�Il�iion t�� ne+� �h.e�1c�a�r r�r�ps s��ll be in���id�r} in F�ay Ik��r� �(F��mov�E �r��i F�e�l�cemerr! of ���rb �ncE �u�k�+�} ��y Ir�n�ks fcr ��J+d�ws� c�r� a�d �utker ar� as sha�vr� ;n fihe �tar!�i;�rd �ay Lim�x I�a��ii {W�-1 � 7h� p�y I�rnik wiMl �xt�nd �rorr� 9" ��#side ���e ��p �# g�tter ia 1��' bacx �r�rn khe �ace af cur�, Ar�y asph�ll #i�-�n sh��� �� subsrdiary �� khe curb �nd �t�k�er pay rt�:-r�. �ay I+n7�ks �or "���ndarti Wh�e1����r ��n7��� w11i �tart 1�" back fr�m the fac� �f �urb and en�ornpas� I�e t�rna�r��er a� kh� farnp a�cf �Ed�v�alk. rr�ms�o� �ISC-5� 1���� �� - �4D�ITI�hf,�L �PE�IAL ��1����1��1� -� AIC �p�l���ble �rovision o� stan��r[4 ����afrca#ions Ek�rn �04 "R�m�vie�g �€d �anc��te" �nd It�rn 50�4 "`�oncret� �Edew2�lk Drivev�ays" sh2�ll a�ply ex���i �s h�rein n�odified. �II �pt��rete fRar�c� su�`f�ce sh�lC be co�ored wiih �ITF#C��k-E�tOM� �olar hafd�r��� �s rr��r�u���EuFed by �.Nl, �c��iel�l �o�n�an�+ o� ����1, 'C�re color har#ener shall be bri�k r�d col�r �nd dry-shak� type. �nd shai3 1�e us�d irr ac�or�ance with mar�ufa��ur�s ie�structians. �oncr�t� sEain may '�� ��pli�tf afte� con��et� Is pati���l (Protf��t sold b� BAER� . ��r�krac��f s��ll J�rovitie a co��r�d s�mp3e �or��eet� ��n�l oF on� fop� by on� f�ok by �hre� in���s dkrn�r�sion, or ��h�r di�n��s��n ��prov�� b}r tha ���inee�, me�t�r�g kha aforemerrtian�d s}��cifica�ion TI�� �arnp��, u�ori ���roval by th� Eng�r7eer, �hall b� th� accepk��le sk2��dard to be �ppii�d far all c�nstru�ks�r� caver�d irt ll7e ��ope of �his ��y �#�rn T�r� r�ti��had �f appl�cat��r� sE��ll b� by s�r��r�, s�f Eer, sieve or oth�r m�ans �n arder t� �rov�d� f�� a Un�fariri colpr qlistri�utfon." Th� unrt prRc� bid p�r s�}uare yard i�r 4" skandaF� wl�e����r��r ��rrsp as sh�wn an #h� pr�posaf wrl� be f�+ll cor�7�e�sat��n for r�aterael�, J�b�r, �q�ipm�nk, #�ols �nd �n�iden�als ne��s�ary to carr��ete th� work, ��m�z ��� Ple►1f�Nl�hlT F�UL1fERI�A1'!DN ��r�kr�cta� shalC pulverizs R�re ex�sli�Yg pavemen# Eo a�ep#h �i �" After �ulverizalian 'r� �orrkple�e�, cor�tr�ctor shaEi t�rnp�r�nly rern�v� artd slore �he 8" d��p puiv��i���1 m�t�riaE, l��n cut khe �ase �" to �rovid� ���C� ��f �13� n�w �" H.Pl1 A.�. s�irf�ce_ The �" b�se ��aR sh�l! star� a# a d��#h of 8,� frorfl ihe �xi�krng p�lveriz�tl �ur#a�e. llfl�r lh� �r�tler�uk op�tal��n �� corr�pEeke�, co�#r�ctor shalf spT��d. m�x. �nd compa.�t kh� pulveriz�� mat�r�al #o a 9�°l� c�mpac#ion per �il�r's �[�ndard �p�cific�ti�ns or as d�rected b� the �ngine�r �n tE�� fieJti, A 3_�°lo portland �emer�# shall b� �sed ko nlix Ch� �ulv�rGzed material_ t� li�e ex�sking }��v�merrt has a�pmb�n�ti�n af 1�1" H,NI.�.�. ,�r�d cr�she� s#�rr���r,�v�f. und��cu� wiil r��t be r�r�uRr��, Fhe cor�tra�t�r w�ll p�lverize ��" �nc�7es, th� �" �nc� cui w�ll b� taken front Cf�� 10" �aulveriz�d mat�r�al. {�ee �ail iest i���aor�} Pulv�ri,��kion shal� st��k v�.+ith�n #e� (10� cafer�c�ar days �fker all concr�t� wt�rk has b�en com��et�d on a�kre�� If th� cantraclor faGls to b��in t�re w�rk wilh�n ten fi01 cal����r d�y��_ a���0 clallars liq��ida«�i darnage w�ll be ass�as�d per blocfc �er day Af€er E�� �uRv�riza�:o�� ntia�erial is c�r�d, khe c:�rr#raclor sh�all ov�{lay i� with ��� H M.� �. �ur�ac� witfirn f�ve f�} cal�ri�ar cf�y� ff the cankrac#ot f���s io be�in the work wi��in fiv� (5j caE�r�d�r days, ����Q dal�ars �iqurd�#�d dai�ia�e wi11 be a�sess�d per blac�c �er ��y. Th� unit �rice bid p�r sq �r�[# ir����lentals r��c�s��r� I���e. mixtng. �ampaewiorr. yd, s�r�lN b� f�ll ��n�p�ns�lian f�� a�l la�r. rrx���r�al. ec��,ipmer�t, ta�ls, t� pu�verize, r��r�ove �r7� ���re t#�e p�Jver��ed m2�k�rial. �i���rcu! #�e h�ul off, sw�ep. ar�d d�sp�s� o� t�� ur�d���s�[ t�nai�r�af 7he �" I�I M.�.� �urf�c� w�ll �� ��at� l�}r separale it�rr� ro,ros�o� A5���6 ���� �� R �����r�on���. s������ �orv���r�o�s DA-�3 F2�IfV�DR��D C�iV�R�i� F+�111E14�E?JT �R B�4�E �UTILITY �Uf} The f�llo+r�ing s���if�c�tior�� �r� f�r tk�e f�rnishin� and �lacang of r�i�rforced cancret� pavem�;r�# or b�se 2�s s�own on detail a�rd as di�ected by il�� Ei�gE�reer. A G�rV�I�A�.; R�ir�forced coi�ce�le ���+er���1�t or t�as� �h�l1 �or�io��'n #� S���rfic�tton It�rn fVo. ��A h�r��� except for #�nis�rirrg and curing. B Fk�31�E-lINC The r��nforc��i �oncr��� sha�l b� k�ro�ght �o ��nif�rm surfa�� by wpr�cin� wiat� a wo�d�� flo�i. T�� ��r�ac� sFsall i�� {[�s� with kh�e a�l�ac�n# ��vemenk and sl3all I�a�+� a��nish ss�-rGlar �o ihe surraunding pav�m�nt The suefa�� sE�akl b� ev�n and shail pro�+irl� a smo�#h ride �. �IJI�I�VC'a� �h� r�inforesd con�re#� p�ve�n�rrt �urfaces shali be sprayed 1,,niforrnRy wi1� a rn�m�r�n� c�r�n� �ompo�in� ��nforn�ing to the re�ulr�men#s of A��`h+� �-3�9 Typ� �. v�l�i�e-�i�rra�r�t�tl �ompc�4incE, wftec� st7��j r�oi pr�duc� p�rrn�r��n� +�is�olor��ion of ll�� �on�r�#e_ �oi7cret� st�all L� alkaw�d t� cur� �or se�+�n days or #est cyJir�d�rs r�a�h 3���1 �;si b�f�re ��r�ti�v�l �f bart�ca�es D. �X��IJ�iQN. Jn�tud�d in t�is il�m will b� Rhe r�rr�oval of #he �xisling r�ir�forc�� con��e#e pave�e�t TI�� �xistir7� pav�m�rrE sh�ll be s�w��f so �s ta rri��nEa�n �n �v��, skraigl�t pavemerrt �€,l. �h� existing reir�f�tci�g st��l �k saw��k lin� �n�l con�#ructi�n jaint� s�rall be lapped 18 inches wilh t�re r�ew feir�forc�d cor�cr�le �a�rerri�r�#_ T17� exislin� sl��� sh�ll �� kf�or��rg�iy c�eaned bef�r� I���i�g The #ollowin� w�ri� met�rad wilG be p�rfor�7ed on each utilit� cul� 1 Paac� sa�eRy skgr�s. laarricad�s an�llof �tl7er warr�;rr� dev�c�s �rh�r� ne�ess�ry and �s ��q�ired 2 �e�lace pav�n�ent �a n�,����t j��n# 3 N�a�k pul ih� ��rr�ac��;� ar�� v�ilf� ke��, �I�a�#t �ine or pain� bak�g s�rre �o ��rclude ��1 areas r�yu�rir�� f�p�ir. ��aw cu! a�ar�g n��rk�c! ]�ne� a rr�i�in7unti af �wo ��f i�ches c���p. 5, Rr r���v� �xfslor7� cor��r�ie. �, �orrn �oints ae�� p�ac� reirrf�rcinr� ske�l �nd f�owe� ��rs f�� req�f�red� �ccord�ng t� st�ndar� specificakr�ns T, �'la�e a�d finish concre[e. �, �le�n up jab sik�, re�r�v,ng all deb�is. �t�,o+��r ���-�� ����' �� � �����ior��� ���c��� �o�����a�v� 9, i���rt�ain traffie �ontrol d�vic�s #� pr�t��� tYr� �r�a ur�ti! thre �oncr�t� h�s cured se�re� tiays �r �oncre#e rea���s 3E�0� ��i ��rrtipr���ive sfrengtk�, �, PAYML- f�T Payrnen# shall k�e mad� a# ih� �nst price p�r lin�ar f�c,# �s showr� or� the prqp�sal �nd ��2�1! 4�� f�i�l carnp�nsatiorr fof f�rr�ishing 211 I�k��r, rnak�rr�l�, �qu3�m�ni fa�ls and inci�l�e�tals �te�ess�ry t� compjeic kh� u+or�c D1�-34 RAI��I� �A11�IN��J'� k41ARK€R� A!J ap�li�a�le �rovksior�s of �#s��ard S�ec�t�c��ions f�� �aa�wa� f�+larkers �B�lEorr�� sh�ll aP��Y ��re �onlracto� shall in�t�ll sR�rtd��d re���lvu�y �nar�ers ac�or���r� �a c�ty sp�cifG��#ion� �� shown an pkan sheet or �s direcked by #�r� �r�g�n��e, 1��ease re�er ta "Roadwa� �1i�r��r� �pe�if+��t�ons' . D�4-35 ��T�NT�,�LI.� PE�i�OI.�UN� �DNTAht1lNAT�D MAT�l���lt H+4�DLI�1C A, �EhIERA�� 1+Vl�ere kr��wn by lhe des�gn en�in��r. k�e foca��ons of p�ler�li�lly p��roFeurn c�*�t�mir�at�c! m�leri�! (soil} ��at ma� �e en�oun�ered during C7{C�VStIQf� ��1��Ar C��Str4iGt1�F� 2CCIV1tIE5 U�1111 b� sfiv+�r�r� on the plans ��r �JJ �ocatian� w[�er� ma��rial �s �x�2��ate� ar�d sr�spe�t�d of �e�n� GonE�minat�� wikF� pe#rvie��n Qra�ucts, wh�th�� ka7�wn or noi, Ehe�e ���ciaC con��tians ar� �.c� b� Fofl�wa�. �`h� �o�tracior is also Co foqow a!I �pplic�bl� F2deral �tat� ���i Lo�al feg���ti�rr� wY��r� J��n�fl�n� kn�wn ar sus��ct �o�tamrnaC�d mater��ls (so31s}, '� 1NDRFC Ihl�LUDE� a�xc�va���n. sl�ckp�ling �nd t�stir�g of P�#�ni��lly �e#r�le�rm �antarnineted ltiA�lerial � F�emoval, Ee�G�r�g a�nd dispo�a� �f pet�oleuen contarriin�ted grount�wa#er ��hEaar7ir�g ar7d p�yknr� for r�t�uired permris. d I�I�rin� of �ual�i�e�t �r11+lfOrlfri��1#�I �f��E55iQn�! �onsullan#�s�, �ontrar���r wil� be req�iifeci ta s�ibmi� the errviroi�ixrenkal c�nsulk�nt's �xperi�:rt�� ar�d q��alif�cations k� ;��L ���y prir�r l� heg�nnrr�g wo�� �n are�s of Pot�r�#i��3y �etro3�ur� �onkam�n�led h+f�terial. c FC,r�r7� of c�;.,�lii���i �r�vironm�r3t�l s�rnpling pfofessRon�Js that wil� c�rll�^t �nd subrnri s��7��s��s ta tfi� a�pl�e�ble ��#�r �f ��rt Worlh kesGi�g laboralory TI�� �ily v[ �prl Wni�h's D��ae',��er�t of ����ronrn�n�al fv�an���rr��rtl i�r ���rdir�atior� �f lab�r�tary �es��ng. �. REFEREN�E� a, �111 �p�licable ��H�1 r�guia�ory req�sir�m�r�Cs. b, All ap�lica�le �erviranrnental Prat�cti�er Agenc}� {�P�) regulatory r�q�ir��nents, r �rcr�a � AS �-�� I��#f�� 1��4 - �11]D��I��l�L �PE�IA►L ��N�I�I�hl� c. AIE �p�l�c�ble �#�Ie of Tex�s r�gulakory require�n�r�ks, d, Atl �ppli��ble Cil� of �ort UVorth (�ii�r� regulatory reo���r�men#�. e, AI� ��piicable �IaO�H stan�ards. �. �111 applic�bl� T�R�� r�quir��,�n#s_ 3. �U�Pv1l�T`�I'AL� a. Th� conlra�tor s��ll �r�p�r� �nd st�brni� tv 9t�� ��ly�s bep�rtme�,i of �n���or�mental �+iar�ag�rr��r�#. ��r�i�r ����i�list in �orripli�r��e, pkans far handE�ng PotenlialEy Petroi��m ��n�art�lr�a#c��i Mai�ri�l {���11+�j r�o# less than �D day� prioT to �an���re�c�r�g �x�avakion_ b Th� �or�t��ctor sha�l ���� n���ssary �r�cauksons v�+�r�l� per�ormir�g thi� proje�k �ontra�tor shall e�ot c�mrn�n�c P��NI v��rk {�} �or�#r��#or's suL�rri�##ai for de��lErr� vuith P���li 3� r�vreu�+ed by ii�e �i�y an� {2} i1�� plans ��,�, , dr�win� a�r� d�scr�pli�r�} �c�r ciisch�rgirs� �ny #re��ed lEquid in4a �he stora�� sew�r or sa�ilary s�w�r ar� r��ri�v�e�i �y #h� ��ly ��� �nd ��ce�t�ble �t�ckpile �rea is id���tl�ied ��+ !h� ��nEr�clor, �. �ontfac�or sl�all sul�rnit the r�afne �f his pr�posed q,�alifie� er�vironrr��r�z�l pro�ession�l �onsultar�x(5� �r�d pr�pos�tS PP�M h-lan�i�r�� Pl�n �� the �il�r Th�� pP�Ni F-lan�ling Plan sh�11 inclu[�e #h� d�l�iled sequ�ne�e of conslr�acfi�n ir�clu+�irsg pr�pos�d �xcavati�n an�1 3�and�in� m��l�od�_ pr�po�ed ca�r�ers for contsminate�# rr�ateriaEs, was�e disposal s�ie, ar�r� � E��� of �ny �er�iks kF�at ma}� be required far PP�M han�lir�� or c�r���rn���Eed ��Eer��ls disp�s,�l, The a#�ove c€ata mu�# b� cor�i;3ilec� and arr�ngu� rr� a for�n�# kh�t �s �c�ept��le #� the Tex�� h�at�fal Resa�rce �or�se�valion �orr�rr��ssi�n ��NRC�}, d��nkeacxor s�r�ll subrr3ik ��l�r�l C�rniks �� P��h� e�rc�v�E:or�, 2�s prepar�d by h�s qualifaed enviro��r�e�7taE co�7su«ant(s} �r7� #es#ing I��, e�on#r��kor �hall �t,bmit for r���ew �h� propased �arri�r pip� m���r��P Eo be us�t� wit�+ I�a ��Eu�f lir���ts oF P��NI exca�+�lion ir�rl�di�� p�u� g�sk�l ��nr� c�rrier �ip� coal�n� or �+r�ef �. PF�4�U�fiS: 1. f]Jf�� �A�#C�� fVIAT�R�A� M�leri��s :ss�d wi�hin the �cltiaal lirt�iks cf F'PCP�I excav�#ion, f��c��Rdir�g pi�e �as�cc;s. s;7�f! be �esi�k�n' to pe#rai�um h�+�ir�carban �et�rio�atron � E}C��l�T10�1. � �iTE�TiA�LYPE�RGLEUAJJ�DiV�AI��INA��'ED,�,F�CP,� a. Ar�as s�sp�c��d of f7avir�g peir�le�t�� t�onEa�n�in�te� ma�erial (s�il�} ar� sl�ow�7 in on R�e ����neerir�g �tawf�g�. b. In ar�as oth�� ��an �hos� n�#ed o�t th� pl�n� a��i where potent�ally pe#rol�urn co�k�+����ate�i rna��rials ar� eilh�r d�lec��d or s+�����#�d, l�e �ity o# Fork �lV���� and ��vos�� � ASC-�i9 ����' �� - ���i�io�v�� s����►�� �a�v����or�s tl're ��tgineer sho�ald k�� rrottf�ed imm�diately �nd th� w��k� s�o�ld proceed �n a��ord�nc� wik� this secti�n, �, ��F��E�I�k� �'��`�h��I��.LY PET�tO�EU�u1 ��N71�tV1l�3A�`CEI]NI��AS a_ �are sht�ult4 b� taken d�ri�� �I� excava��on �ttti d�v��terr�g a�ivitFes ta iden�ify areas po#�nti�ily c�ntami�ate�i b}� petrole�rrE, f�. V�+h�ri a��ifOi?Urf1 Oi�Of is �n�r�s��t�f�d c�urin� ex��vatior� a� w�re�� ��rere �s visual svid�nce oi patenEEally pe�r�leum �orll�rninatGd soil, �}�� �a�tracCa� shak! natify Ih� �ngir���r wr�houk del�y �, T�r� �orrl���ck�r s�+�ll have retair�ecf �I�e �e�+ic�s of an �r�vir�n�r��nt�l const�Ik��C w�r� sh�ll be �r�s�n� �k kf7� s�t� t� �cr�er� susp�ck sail wikk� a p��lo�i�ni�atiorr d�t��t�r {�IDj or a fEafine ��rrizatian d�#ect�r ��1�) A eeading af 2� pprr5 ab�ve �rnbrert! condil�ons �r g��at�� on PCD or FI� �es���€ s�a1 sarr�pfe will be �or�sic��red polen#ialiy p�tr�l��rrn �:on#ar�l�nated The sa€�I san7pl� �I�ou�d b� a re�enl sam�le fro�n 1h� ���av�ti�� f��. The sar�ple s�ra�ld be s�or�d ir� a lat��r�lory sup}�I��d gl�ss jar wilh a t�f3��ti gask�# 1�r��d lid, The �ity �f F�ri 1+Vor�i� �epar#rr��nt of E�vtronrr�enta� h+lar��gerr7enC wilt I�� nq#ifGs� �r�or t� aJl samp�e call�cti�n an�1 subnxitkai to Ihe curren� test�ng Isbaralory id�nitfied b�+ th� �i#y_ The PID �r �ID les�s sF���ad �e per�ormed in � Confin�0 fo��lf�n, �nil� produ��ng a readir�� �f I�ss than �0 p�rrt a�ove arztb�enl will na� I�� �ar�si�ered �otential�y p�troC�um c�n��min2�tad, TF�e PiD or F�D shaEl be �aaibfak�d �cc�rdrng to rnar�ufaclur�s instru���qn�. d. Water �r��o�r�t�red during ex�aval��n ot ��wat�rir�g shakl b2 c�r��i�ered to b� ��t�nl�ally conE�min�te� it there I� a vksibfe s���r�, a J�}�rJroc�ri�on a�or, a��acer�t soil x#�al ap��ars vis�al�y #� ��o�f�r�fr�ated �y hydroca��bor75 �r �k 2�ny tirne �he �a�rtr�ct�� #�as reason #o b�liev� t#�at ��drocaf#�or� c�r�tam�na#i�n may i�ave occtarred. T17e ��r�tr�ctar sF��tl irnm�d�ately n�;ify k�e �rty �n� k�t� T�If��� +�rher��ver conta�inated w�t�r �s �r7cour��ered. �. 'fiFte C:on�r�ck�r shall cor�t�ck Che �ity wMlen��+er c�nkamination fr�rn any sa�cc� �s s�spi��led. 3 I-IANQLl�d� POTEfVTk�L�I� f��7F2��.�Ufu� �C}C���Ar11N�lT�C� �DIL, {�1���) �. �on�facEor sh�l: c�ar�tina�e wis� th� ��#p 1a de#errnir�e a surlak�€e �ocati�n �ar i�re s#��k�ir�ng af c��:tan3inalec! so�l. T�� ta�lawmg prc��ed�ar� sha!� b� �ollow�.�d an �r�cparin� khe rhose� si#e � Provi�� a cf�k�d �r�c�os�i�� I�rge er�ough t� ��old ai� r�ater�ai �nd p�event r�an�f#. �. T1�e �ik�d area sf7all b� line� wi�h ��0-�0 miF pia�l�c Cp pt��ent �e��ag� i�to ��r� exisUng s��€ �. AE il�e �nd af �acF� w�rk� c��y. ��ntraYtor s�r�ll corr�rpleael�+ cover �kockpil� v�ith �� mil �faslfc During t�e �lay, kt�� �on;r�c�ar sh�lC k�e� the stock�if� ��vered. as rr�c�essary. [a pc��vent r�E�as� nf c�r��arrrina�ed r�i�l�nats d�,� �o raEn ar w�n� �, �ar�i�ling ar�d �val�ratinr� af rn�#�ri�fs ti+vlll be pe�#orm�d �� Che �ontr��tor's expense, �The ��l�r af Fo�t UVoril� w�ll pr�v�d� lab�raso�y+ sefvic�s} �arr��+mf AS�-�� F��4�� ��4 �- ADD�TI�hIAL. �PE�MAL ��N�ITI��� b, PP�� �k��ll f�� �rae�dl�d, teste�i, �b��rving �II �karrc4�rd ��ain�of-cu�#o�kp pfo��dt�r�s �n[k s��pi�n+� �res�rvatiarr a�d �nalyses sh�E1 �on�arn� €o publas�t�d �rrd rec�gnR��d star���rds c Th�� s#c�c1���le� PP�� sha11 f�e s�rr�plecf ar�d tested ��+�ry �p c�ii�i� }+�rd� �or 7�tal P�troaeu� 1�ydr�c�rbons {TP�I) (TX�pO�j ��rd B�r��en�, Taulen�, Cli�ylhen�ene �r�t� �ylar.e (BT��(} (EPfy, 8020}, �!I ��sk res�lks wlll �� f��v�rded #� �he �ily �� �ort 1+Vorth ��partrn�nl of �nv��onrnenisi Man�gem�nt_ d. �onk2�mir32��d ��EI �C���1#iF��r� by ie�x �esults wlGl b� �i�p���d �f �ccc�rding �o DA-�7, Lo�rlirrg, Tr�ns��rl�tion. an�1 �isposal o� �onta�i��ted ��il �. It i� the ir�#�n; o# #h� �i#y of Fort Warth �k�at ur�c�nlam�+��#ecl s�Mis be �tilrzed as �ac�cfi�l n�ate�Fal. if th� sc�il� �€s� rn��! t�re Type � or � bac�fill �3�ssiE�c�kio�rs �. H,��J�LlN� PpT�I�TII�LLY #���F��l.�i?f� ��NTAiu�lhlAT�C� W#�TER {�'��W) a. 1+Vat�r ��mpe�i fro� the �xcavai�an ar irorn t1ew�#eror�g activ�i��s ifnak has �r� oily sh��n, a 13yc�rocar�on �do�_ ar �s atl��rw�s� susp��#, sha�l b� cansid�r�d paker�#Eally p��roi��rm cqr�taFnin�ted, b. I�P�1+V �hal� b� h�nd�ed. tested, �nd discharged ir7 ����r�fan�e w�1� lhe T�R��'� a��ro�rial� s��t� r�g�l�k�on. ���tilV sh�ll k�e ��s#�# r�[r I�#er lhan 1� d�ys pri�r to �xtracti�r� PP�V� s#���1, i� r��c�ss�ry, be ir�a�ed in an app��pri�lely sized aillw�l�r �e�arai0r_ air s4r��p�r Ol' �A� ��r�iS�e�s ��f�tf3��0� S�k2II h$V$ �115 ��StlFl� R8�]Of��Qf� detern�in� tha� li�e �i!!w�#�� separakor traat�d cfiscr7a�ge �� witha� ��� li�nils �s�abk�s��d b�+ k�e TfVR���s regt,!aCior�s l�efor� i��ing �Ilowed to �isch�rg� �dischafge #� ��n�#�ry sew�r)�. ��nlF�c��r sl��i� be �espons:�l� for f�arr�is�rir�g th� efi�u�nt t��l r�port� to �h� ��#y. c. �AC�ern�t�v�+�y, 1�Se �o�7kr�c4or n7ay d�sp�s� of con���nana��� w�ler, aiter a��ro�riate �fEtf�c��171�71�, ir��o kh� s�a�il�ry s�w�r c�llecliae� s�st�m It s���l k�e t�� resp�nsG�ilitp o� the �onlraclar �o o�#aRr� Rhe r��cess�ry �e�rnil(s� ar�i s❑ perf�rrn all lesting reqs�ir�� by ,��� CiCy �� F�ra �lortf7 F�r�Gr�atrnen[ ��rvices Divfsior�. d All krea#�� }�ater s�ia�! he dischar�eci irt#o ���r�#r�ack�r supp�ied Frac Tarik s�rr��l�d, ana analyzed ��f�f� d��charge Gnto Rr�� ��w�r syslan� e, Tl�e �r�du�R il��E ;s recovere�i sa��ll ��� dis����d of i� accort�ance v��kf� all appE�ca�l� r�c�u��kior�� Any pi��se sep�raie producl re��v�red from ��7� billw�[a� s��ara�or ancf ��r s#npp�r s1�a14 b� #ransported in acc�r�anc� wikh Departrnen# af 1 r�nspo�tal�an rul�s �rrc� re��i��#���ti� (or ilamrn�ble �rad�,cks INh�.�� �ranspar��ng pro�ucl f�r di�p���l, kr�n�portal�on sl��fl �tso Le per#arrr7��i by � Ikc.enseci cafrier The (;on#r�ctor i� re��ons�t�le far pr�per rr�anif�slrng �f ;#�e rrtak�r�ai from khe site to Che was#� di��o�al faci�ity, �orr7p}eted �+anif���s sh�ll t�� re�urn�d to [he �il�+ ��p�rtr�enl of Ers�+irar�menlal Mar�agem�€rt w�thin �Q days of s�ipr��nt �. l�At�D�.fN� �1A��� ��hl��NTI�A7iON� ��usr� f �S�-$1 ����' �� - ������a�v�� s���i�� �an��i��o�v� a. in qr�ter #� m�ir��air� safe worktn� �on�itian�, lh� va�or c�e���r�tr�k�a�s �h�ul�i r��t exc�ed �� per�enl of the ���^r�� �xplasive l.lmit (L�L) �ur�n� cor�slru�tio�r, m�asures sh�ui�1 �e takc�r� t� rrrainlain L�L I�vefs �elow �0 p�rc�nt ir� a�� v,�t�rkins� a r��s. �. �o monRtar v�por re�+�ls an�l oxyg�n I�ve�s a combuskibae g�s indicat�r {��I) wikh a ��U�2 rnet�t �C�outd cor���nu�usip op�rat� in t�e work�n� are�, The ��f s��uid t�e �r��e�l� calib�ated and �f���,ld �r��+� 2�n ���rrn tha# s�unds 1f �0 perc�nt LE� �s r��ch�d, Nloe�ita��ng dat� fror�7 lh� ��f �houlci b� �ecor�ed ��e�odically E� de���rrti�� �f ve�#i€akio� or a�h�r rn�lhads ar� �ff�ctive �n �h� e�+ent aocal h�a�t�r a�r� s��ety a�en�i�s re��,ir� mare �tring�nt monEtarir�g. khe Goca� re�u]al�ons i��st b�e irnpl�mented, I� M�A�UREC�l�E�1T �1k�D F��Yf�1�FxJ'r; P�yrr�enl f�r �ran�l��ng PP�S. PP�W �nd 1la��rr �onc�nt�ati�r�s ab#aining and payi�rt� fo� ar��r p�rmiks requir�, hiring th� s�rvEc�s of ��u�fifi�U p�af�ss�o�al �nvironm�nt�l consulian�(�}, �r7�rir�n�n�nta[ kss�a�s, st�ckpiling and �II i�sues irt�lu��d an[k fr�cider�t�l to Ehis se���on w�ll be f�ll compens�k�o�r far €��I labor, �qurpmen#. r�r���ri�ls, �nd supervisEon PUfe�sur�m�nt and k�aym�+n� for #�i� �e�tion will be per lir�ear f��� of ���nc� �x�ava#�d wher� #h� excavate� rr�rat�rkal is hend4�d �s � can#arninated rrate��al. �Vo se�aret� �aym�nf will b� r�rade !ar h�ndlir�g of conkami��t�d water, +r�}xxr c�r�ce�Er����ns, sam�ling, st�cko�ling, e�c [�ll•�6 L�A�IN�, TRAiV��Of2TATl�ht, AI�D DI����A� �� ��h�T�41h�I�JATED ��I� A, ��N�F�A�; �h3� �t�rr� h2�s bsen �st�abfish�d for t�� laading, tr�ns�prt�tion ��t� d�sposal of contaririnated �oiEs ir� 2� �tate of Texas a�proved dispersal sii� {t�ndf�11} ko h�ndl� �p�c+al w��Ee� �rs�tral��r�7 c��l�m�n���tf s�ifs}, �1 bid i[e��7 h�as been �s�ablish�.Fd art lh� prc�pasal f�r kh� �r�s��r E�a�ling, Iraris��r#�t�on and dispasa� af I�e materi�f ta a�iesG�i7a#��i st�� and E�e quan�ily �sk��,lish�d is ln� �ngrrre��s besk �s#irr�a�e �f t�re qu�rrtily tt�aC rt�ay be r��nov�d, TM�s quantily may vary c��pending �pa� s�:�R3af c��d�ti�rrs a�r�i tes#ino ees�_�Jts. Th� un�t pe��e ��cf wilG r�ak be ��creas�d reg��cil�ss �i ihe a��ual arri�unl �f er�ar�rial r�is��sed and rna� l�e �lecrease� if a I�rg�r volume af rri�t�,F��al t�r�ri �#�aE lisi�d ir� kh� ha� �rap�sal, res�ills in ���r+ik cos� r��l�c#�on f�r �t�spasal, B. V�ASTE fV�A�I��E��T�: Any an�# �II nan�ha�ardo��s lir��ic� an�l p��rol��,m suE��E��c� waste r�rnove� fr�m ihe s�t� �f generati�n an�i lransported for tr���rn���C a�d�or cf��p���l mt�sR be au��rn�ani�d k�y a w�ste shi�rrierr# re:.ordlrna��f�st ��ka�lir�q r�quir�d ��neraC�r. Cr�n��orted d�sk�r:a��on �rtd w�sl� d�s�:ripli�r� ir;fat�rralion Tl�es�e resul�s jr���+ �ol b�: �n�f�rn� �hr�4�gh�oul k�e errlare sit� ��r all petr�teurr� su�star�c� wasC�, khe wast� shiprra�r,# r��nr�i �Rrli�ed s�r�l� b� th� �rhlR�� PETRDL�IlM-�l1B�T��1�� V�+�I�T� �IFFC�3F�Vl� �F��rn TVV�-{�:�3�j, �'�� �o�r#rac#or s+�alf b� respons:ble for o�t�Mning. ori�:,��sing at�d rrfa�rta�n�n� r��n�iest� in ac,co�dat��e wilh fed�t�l arrd state Faws ���� �onkra.ct�� swkall si�n kh� rr��ni�es#� €o�rns 2�� In�l2perrder�t �onkr��[ar �a kk�e ��rnef, �1UTF-�ORI�I�IOiV OF f�A,YMFh17 ��F� F�EPU1�1fAk. 7l�AN�F'C��7 A�3�7 7RCATM�NT ��I��O��L �F UVf����S IfV �OI���N��NT Uf�QN �E��IPT' �Y �H� �hl�If�E�R �F F�1LLY ��i�+iPL�7'�D Af�D r�r�sna � �S C �� � P�#I�� D�4 � ADDITI�h1AL �P��I�L ��1V�ITIC}hi� �I�I�E� h.+?r�h�I���T FOF�M� kh�t �r� in agre�ment wikh r�c�erd to t�� Eype 2�n� 2rnaur�� of w�st� remove�l #rom tt�� sitc and re��iv�d by ��� tr�atmentJc��sposal faciiit� �he ��ntr��#or shall ��rrmedlat�ly resolve �n� rr�ar�if�st cJ�s�r��artcias. �ornple#�d �an�fesis sh�ll be ��#��rned la the �iEy ��p�rkrr�en# of �nvir�nn��nl�� Nla�regemenk v�+il�in 90 days of shipm�nt, � A+I��lSU�2�MEN7 AEVD PAY�iE�T= Pa�m�nt for �h�� ,t�rn sh�n �� mado �er 1n �rla�� �ub�c yard of cnntamir�a#�d soils t�al are ��a�ied, Sr��t��orted a�nci disposed t�f in ar� ap�r�ved spec»I d��pos�l sEt� �o s�pafia�e p�y�r���t wil� be made ror I�asiir�g, tr�nspa�tati�n a�rd �is�osal �! contamir7a#�� �To�and waters c�llec�e�i; 4r�es� cc�sks c�ns�r�er�cf su�s�diary kcr I�-28, �C?T�N'�Cl�L�,.1� P�TR�L�UM �Ot��i�MINAT�I� MAi���A� HAhJqL�N�. �`he �ropos�d lan�fill sha11 b� mclud�d ie� the �an�ra��ot's �iid �ubmikl�� �n�l �ppr�ve�i by tl�e �iky o# �or� INo!�tl� Dep�rtrner�i o� Env.ronnti�r�tal Nl�i��gei77�r�� {�rior lo con��act awar�. �an�raclor shall I�e res{��n�i�le for af[ €�i�dfill cas��. in�l�ding. b�t na# Ilrnit�� lo landfill f�es, ��ans}�or�alRo� cosls �nd a�nd�ill oJ�era#or rec�u�sted analyt�cal testing and waste charac��ri�aiian. DA-�7 F���K f�fPR�4P - �ROI�T - FfLT�F� �ABR1� �1, ��N��AI� �. �eneraf �and�ki�ris, Sup�+l�m�n��f ��n�lixi�n�, applic�ble rec�uFrer��nts af C},�isi�n 1- �en�ra�l I�cquirements an� ��re �Vork� ��ntra� T�xa� ���ncil of �av�r�rrn$n�s ���T���} Standartf Specafi��t�ons, ar2 itereb� made ��2�r1 �f k�is section. �_ Tl��s it�nti shall �av�rn fo� th� ins#�II�lit�rr of ro�� r�gr�p �f I�� v�r��u� si�es sk�owr� aer �h� �I�r�s, �. DE�I�I� �RIT�F�I�, � �h� �oe of th� riprap r�vel���n! s��ll i�� �r�tr�t�ch�d in s��b1� �I��nr��i bott��s, Jf li�� chartif��l bo#�ar� is not s�abl�, th� d�s�c�n �halG in�orpora�e oth�r re��irern�nts �ee�ed [� slabili�e ��r� rev�trn�rrC toe. ��h� c�ranr�el �ati� slope shaf! be as sh�wn �n rC�e drawir��s_ 3�nc�ine�rFng fil��r iat�r;c mat�r�al s�all b� ��a�ed unc�erneaih rh� nora� � F�iprap ��all exkenr� up i�e k��nk �o �r� �l�v�t��n wf�ere veg�[atron will pr�vi�� 2der���k�* ptO��Cl�c�r3 �ae crr�ss �ec�iox�s � I�RODU�� �, RN�'f�AP hl1�+TEf�fA�� �t�R�� for r��rap sh�l� b� �ura�le and of a su�tahEe q�raGty ko �ns�ar� perrfi��rxenc� in �h�� ��ruc[�r�. I� sl��al k�e fr�e ir�m �racks seams and alt��t d�fe��s tha� wouid �end to ies����s� c4�t�riaration R�ck shall i�e reas�nabi� welC gr�d��i b��w�c�r� kh� i�llow�ng prescrib��l lim�ks_ Si�ve �i�e ra+v�r�7 �S�-�� — - �A�T DA � �D�IT��I�A� �PE���4L ��ND171�1�� � �4.� k�i��ap 'l 8 �� Rip�a� {���ar� 1�+1��h� ��t �inch ��3 ir7ch �� in�.h 6 in�h Skev� S+xe ����ar� �ll�sh� � 8 +n�Yr �� in�1� 6 inc� 3 incY� P�rc�nt P�s�ina �0� 8{}� 90 �4�-�� �-�� P�r��r�# Passin� 1�� � �Q-85 � �-d� �-� 5 �_ �I�l�,�P VV�I�HT: 1Nei�ht of r�ck sh�ll �e o�e h�ndred fi�ty fFv� pou�tls ��r solEd cu�tc f�o� �min.} caGc�l�#ed �ro� ihe b�lk ��ec�fic gr�vikY {saturat�� s�rfa�e c�r�+) 3, F�LTER FAB�I� F��A�dF{�l` ��p��ve� Man�f�ct�rer �. f�fPF�AP C�F�{�lJ'i'IN� ■ S�i�ec - He�vy �r��i� 81�� {UV) • Trevir� 0�7128� • Amac� �5�3 • or �q��t Heavy �fa�� a, �IN� A��R��AT�� �ine a��Eegate for �rouking rnix s�ralJ cons�sR of n�l�ral sand, rnan�factured sand, or a c�rrobin2�tian of natufal �r�d rnar�ut�c#�r�cf sands. The gradirtg anc� �r�i#orm�ty of �he �ir�� ag�fe�ate shall car��arm �� khe fa�lowi�rg requir�rnents as d�iiv�r�cf to lhe rn�x�rs: Sieva C�es���ati4n, J.�_ Sk�nd�rd �c��iat� h.��sh E�CL�iJTI�h� �!� i� (�_5 mm� i�� 4 (4 75 ntiit�) I�a. 8 �"L.36 m�rr) No, �6 �1_�8 mrn) lVt�, �� {G�� um� h�o. 5� ��0� ufn� No_ 1�� �15� urr7� 1 ��fV�TRI��TIO�I f'�rrrwissible I�irn�ts Perc�nk bv 1Neiaht._�a�sGr�q ��� 9� • 1�0 80 • 9� �5-7� ��-fi� ��-�t} �-10 a. The channef si�� sla�� �r�� lh� Icr� exc�v2Ei�n s�all be ��epar�d t� #I�� req��r�d �ines a�rd grarles �. ���IEer fabric a�rd rip�ap sh�ll b� �I��ed �n suc��ss��n i� the re�uMr�d I17ickne�ses �n�i �I�vatior��. Ripra� shal� be han�i plac�d aro�ind siruck�+r�s ta �r�v�rrt d�rn�ge EO �h� �I�UCllir�s. �a�osvor �T A��-54 f���tT DA� - A�DDI�'I�IV�1�.. �P����IL ��IV�ITI�hI� �. Ih1�T�LLA710hJ C�F 1'�-iE FIL�'�I� �,a,�Ri� (����E?(�`IL�) �I�� geatexk�l� sl�ail b� placed in #!�e m�n��er �n� a# 11�� Coca��ons �hown an 1�+� �l��wings �# k�i� 4i�-r7� �f ir�staEia#ion, #he geotexiile 5�+�11 �� �eje�#�d �f it has c#efecls, rips, hol�s, ffaws, del�rioralior� or �amage irrcurred d��ir�g mar�ufacxure. tr���partalia� of stor�g�, The sur#a�e to r���ive #he g�otexk�le �h�11 b� prepa�a€� to � relalive�y smooth car�diti�n free of ot��#ru�#ions, �k�pr���i�n�, [ieb��s, ar�d so�t or low d�ns��y p�ckefs o� r��aterRaC. �rosior� f�2�#ur�� su�F� a� r�f1s, g�llie�. etc, must b� grad�d ou� of kh� sueface before �eotextile pl�cerne€�t: ��re g��riextiEe sha�! �� plac�d w�#h #h� Mor�g dirnens�on pe����rd7c�Nar ta t�e centerlin� of t��� c��rrn�l and �aid srnoo�f� and free of #�ns��n, �k��ss, folds, wrir�kles, or creases. TF�� strMps shall b� �lac�d to provi�� a tn���rr�um �vitlih of ��-i�rche� o� o�+erlap far �ach �o�r��, Tar�r�of�ry pinr�in� of the t�xt�l� �0 1��1� holcf i# in p�ac� un��l #he �ock rkpr�p is p€ac��, T�e terr7p�rary �ir�� shal! be r�mov�d as kh� rrpr�p �s plac�d 4o re�ie�+� F��gh tensile stre�s w�ic�r may oc�ur during placerr�ent o# ma#�ra�l on kh� ge�t�xkiie. �`I�e s�ec�fred p���eme�r� �racedure requ�res ihat ihe le�gkl� o� khe ���t�xk�l� �e grealer than the ac��al s���� leng[h, The �an#rac�or �hall adj�ast x�re acluaJ �en�l#� of �h� ge���xiil� used b�s�d �� Fniti�l �nsiallal�ar� �x�e�ie�ce �he g��i�x#i�� �h�lk �e pro#����tl �# all tirr��� durir�g ��ns#r������n fr��3 cant�mination I�y s�rface r�noff an� �i7y �eot�xtile so c�nt��nrr7at��i ��rsil t�e r�m�v�rt� and r��l��ed w�kh ur�caniamrn�ted ge�tex�ite. Ai7y t��ot�x#Ise �fam�ged durin� Fls In�falEakst�r� or d�rFn� piace!�re1�E of ripr�� s�afl be r��lac�d b�+ �h� ��n#rac#or �� no �osk �o k�s� C�wn[�r The worE� sh�ll be sche��le� so thal #�e co�+erir�g of khe �eot�xti�� with a lay�r of th� spe�ified ma�tarial �s accar�plish�d wit�in seven {7� cale�n�far d�ys �f�er pla�err7e�r�t �f the geatex�ile. FaiC��re la comp�y shall reyuire replac���r�t of geo�ex#�I� The ge�tex#�le shal! be protecEed #ranl dar�iage prior la ar�d ��rin� th� pla��rne�k af r��kc ripr�p E�efore placernent af ga�ion ;.�nrts, Ihe �onl�act�r shalG demons#ra#e E�a# th� }�lacemerrt tec�ni�ue wi�l prevent darri��e ta the geot�xtGie. In n� case shall an}� #y�e� of equipmen# be al4ow�d �r� ll�� �npratected g��te�ckile 3 RIP�A� PLA�EMEN� Stor�e #ar riprap ��rall be �I��e� on the f�1�er fabric blar�k�# in su�i� a manr��r �s ta pfociuce a eeas��ai�ly well graded rrrass o[ rock w,th #h� rr�Enrmum �r�cli��b�� p�rce�tage �f vaids and sh�ll be construcked w��#han kh� ��ecifi�d lol�r�r,c� ic� the lir7es �r�� gr�d�s shawri on t�e �rawings �hen �nt�n4 of th�s� s���+f�c�iior7s is ;o r����re pi�c�n3�r�k of r�pr�p �n th� lh�ckness shovra7 and io �I��w �����E��i s;on�s l� �xienc� �s �iusrl� �s six in�h�s �bove g�a��. Ri���p shall b� placed #o �#s �u�l c��rse k�`:'�kn�s� ak �r�e ap�r�li�n ��r�J �� �uch a r��ar,ner a� i� avo�d dlspl�ci�g �h� fabric Th� larg�r �t�n�s �h�l! t�� well diskr�b�iled ar;d lhe enti�e rnass of s�oi�vs �r�� �i�eir f���a� p�sitior� s�aU cor��orrr� lo khe �racl��;�sn sp���fred rs��e«rbefare_ The fir��shed ripra� s�3�f1 b� fr�� fr��� ob�eck��r�ak�le potk�ts of ��all stans� and clusl�rs o[ 1aeg�: ston�s. Th� des�r�d dis�ribuiian o[ �l�e v�nous ���es �f stor�es k�rr�ughoui lh� m�ss sl�a�l b� a���i�red L�y sel�ctiv� lo�d�n� of Ih� ix��k�ri�l �t kh� quarry ar olher so�or�e. by conEtolle�l ��irn�r�rg of s�,cces��ve loeds duri�� i�n�l ��ac�ng, �r by other rn���ods �f plac�rnent wh�c#� w;ll prod�c� th� sp����,�d resui#s Rearran�in� �i �ird�vtd��l stor�es, by rr�ec�ran��al eq��ipa���nl c�r by �r�nc� will t�e F�quired t� the ext�n� necessary la �btai�r � r��s�rrabiy w��l gr��ed diskr�k��lion of �t�r�e sp��ifi�d abc�ve �he �onlrac#or s�raal mair�tlain i+�� r�pr�� proie��l��r� �+n;�l acce�[ed. �ny n3ate�ial �ksplac�d by any ca;�se �f�all �e r�p�ac�d a� his erosi�n ko l�e line� and gr�d�s sl�ow� a� !1�e Dr�wGngs �nr�s�o � AS�-�5 I�A�� D�4 - �4�DIT1����. �PE�l�L ��IVC�ITI�hI� 4. ���UT P���M��1T� �ro�t shall ba c�mp�se�! �i c�r�7�nk, wai�r and a�r-er�tr�irtR�� admi�ct�re an�i �ar�d �n�xed in the �rpparkion� �f � p�rt o� �ork��n� �eir�er�t to � p��is �f sand, su�fic�ere� v+��f�� ko �r�c�uc� a worEc�ble m�x#ur�, �n�1 ti��# amount af ��Jrnixlurs whi�h wi�� �n�rain s��fi�ien# �ir to �rac��ce durai�le grauk. as cleter�i�n�d by l�� �NC�If��ER. ��nr� fc�r �rout�ng shali �onforn3 to #�� requi��m�rt#s af para�fapY�; �ih,1� f���� �Y ��AT�_ TI�� grou# shail be m�xed in ��o��r�t� mixer �n th� rrkar�n�r s�cif�ed f�r �c�nc�ete exc�pt lh�� the t.irrze af mixtn� sl�2�ll b�e kn�reas�d to �h�t ��c�ssary to� pro[�u�� � rttixE�re h�virrg � cnr�siste��y s��h as �o permil gr�vity flow i�rt� the int�rsti�es of ih� riprap v�+�th �h� h�ip �f iimi#ed spading �nd broorr5ir��, 7he gr�u� s�rall be use� ir� Ghe waek� witi�in a p��k�d af a�r� {1 }�aur �[#�r mix�ng. �e��rnpe�ing of �roun�E will r��t be p�rn�ikted Rlp�ap shall �ot b� grout�d w���n the �m�i�n! tempera�s�r� Fs k��3ow 35 r�e�re� �_ or above �� tiegrees F unC��� �p�ra�red #�}+ Eh� EP��INE�R in wr�tin�; r�or wh��7 #he �r�ui, wiChoul �pe�ial pro���fi1fln, K� hkely ko k�� sub�ected ta fir��zing lcrn�����#ue�s befofe final sel h�s occurred. f�rior la g�ouking, all surf�c�s �f ��pFap shaEl b� wett�d. Tf7� e���ra� s�all be �rol��erl In s�c��ss3ve lan�i����nef �tr�ps, �p{aroximat�ly �� f��# rn vwidEh, r,�mme�i��r�g a# 4�� ��w��# sirip an�l w�rking up t�1e �Eo�, �raut sha�l kre I�ra��ht �a k�re pf��e of frnal depasi# I�y a��rroved rne�n�, �nd irr r�a cas� will �rou� �e p�rrnatt�� to flaw or� t�t� n�rappe�i surfac� � d�stanc� in �xc�ss �f 1� te�l Irr��nedialelyr aft�� �i�ar�rpi�g the b�ich ofi gr�u#, it shall be distr��uled ov�r the sur�ace a� !h� strip by th�e us� of bro�+ms and th� ��c�uk ��+ork�d intcr �la�� batweer� slones w�th suitable spad�s, trow�l�, or vibr�#ir�g ec��i�rn�nl, As � f�na� o��r�#ian, �t�e gr�ut sha�l be removed frorri the top s�+fia�,: s�f ��e up��r st�nes ��d #rorn pocl��#s �nd �e�re�sions in tl�e sur[sce a� #he stoe�e prot�ct�on f�fker complel�on c�i any �#fip as �p�cifE�ti, na workr���rr �� arry lo�d shall �e �errni�tet� an ��e c�rou#ed s�rf��e for a��r�od pf �# le�st �� haurs. �i'he ��ou�ed s�.ir�a�e s�all 1� �r�k�cked fram rai�r. f��win� w�tef, an�l me�h�nicaE �n��ry. Th� s�rface t�F �I� gra��ted ripra� s�r�ll be �ured by heep�+�g t�r� surface c�r�#inu��rsly wet fo� � p�ri�d �f nat I�ss th�n 7 days. E C�EA�UC�FM��1T�1ND PA'�M�NT FI�T�R FA�l���: Ffl[er �ak�r�c wiil be i��e�sured b�+ kf1� sc�4a�re yard for rt'r�ter�al us�tl �r�caudir�g �h�l required a� t�es �nd thfckened ed��s a! �iprap. Papmen� for f�lker f��rR� will t�� tt��d� �i Ct�e C�r�Eract �a�i! p�iG� per square �rard w�i��r �r�r;lud�s al� �I�n�, I�bor, r�at��ial, ancJ �II �rts;all�li�r� costs ir�� ���c�, c:ompleke. 2. ��'C�lV� E��PRAF'� �tar�e {r�c.kj ri�r�p w�ll b� ��e�sure�i by �t�e cuk��c yard �:ir�g a�:#�,�I plan ciirn�n�ic�ns Payr�er�t f�r r�pr�p wilE �e rnad� �E Ihe �an�ract �,n�k pnce per �cubrc yard v,�f}icf� �r7c:l���J�� all �r�anl, lab�r rna#er��i ar�d insR�lla#ion �os2s in-qfac�_ c�mpl�z� 3. �R�LlT: �roui f�r r�ck r�gr�� will b� n���sured by lh� square yar� �srng ��#u�l �la� dirr�enslons. P�yr�7�rt! !Ar grau� w�ll be ma�e �t lhe conEe�cl �nrk grt�e p�f squ��e }+ar� which �ncludes ��I plar�k I�t�cr, rrra�erial, and �nstal"aEian �osts in-place_ corr�plei�. D�#-3� �OlV�RE�� PI�� �ITTI�I�� AlVD �F����AL� Btddsfs shal! s�C�rr�i� khG f��lowing for L-3U1 pr�-st�esse�! ct�nrr�i� cylin��r p�pe �c r.SL �nsiaf��0 on this pro�eci� � f� ca��i�lete �is� of fitl�n�s �nd �peciafs �porr vt+h��E� k�e lurr�p surr� �s brd �nvos�cr� � 1���-�f3 P�4�� DA - ��}D#TI�IV�L �P��1�4L ��IVpITI�IV� �� �ro�l�r3e ��nit p�Ece �r�dicalan� l}�� co�t f�r f�rnEsh�r�g �nd �r�szallir�g each of the var��u� ilerr�s o� �i#�ings �r�d sp�cials. 7he I�rnp sum as bici wn fh� Pr����a! shaal be payrrt�nt in f�ll for all fatti��s ar�� specRaks r�ecessary far th� �onsk�uciian �� 1#�e pro��ct as d�sigr���l, �a�rner�t fqr t�r� in�lallak��n of �}�� pip� fttli�g�, s��cials, and ra�d�r�7 I���ths sh�ll �� it�c�ud�d. �houEd l�e En��n��r �ppr�v� �r�y char�c�es t� th� fitt��r�s, s��c3aks or rando�r� p�p� I�ng#hs �isted as jt��ti�yirtg �#�� anxounk i�id in �he F'�o}�osa�, xh� prics suhrnil#�d wath #h� Pr�posal �hall be used ta deterr��ie�e khe in�reas� �� de�r�ase i�1 the vafu� of khe l�rn� sur�� ofi lhe Pr�pcssal, ar�d !he �of�CC�CIof sl�2�ll be �}�id ��1 tYl� k��sfs csf #h�F� �dj�sked v2�E�e under 4�rat b�d itern, DA-39 UN�LA��fFI�D �TR��T �}��AllI�T�ON ���s i�e��7 will �e �s�d if addil�o�7�1 �xcava��o� �s n����d kk�a� is ��ot c�v�red by ��8� PA�1E�EfV� P1.l�.11�R�7�T�ON". �tddFtional Exca�+a#ion �s �h� r�enovaa qf khe exc��siv� c��wn ar�d base io �r�ng the r�ew b��e #o proper �ra�le and �ity star�da�d sp�cifi��tions for str��� reconstfuctiart. �II applica��e �r�v��ions af Ikern �#� ��OG "Unclassi#�ed �ar��k Exc�vaxio�" s�all ap�ly, work sl�all be paid p�r cubkc yard DA-4� �RIoIDED �}�fJ�MED �TOAIE� �hEs rt�m shalJ �e us�d #o r�pair �#�re f�,rled �ase rnak�ri�l irr a����s thal �xc��d �" de�p as �ire�#�d �y th� Ena�n�er The rna�er�al shall �e graded �r�s��d ston�. For specifications ga�+�rn�a�g ll�is ii�rr� se� Itei�� No_ �Qf3 "Fl�xi�te Bas��� Ti3� uni# price �id ��r cubic ya�d �half be f�ll corn��nsafiion #or ail rr��terials, labor, ��ur�rr��n� and anc�den#als n�cessary Co co�npl�t� the work. DA-d1 �'° P�F���R�4�`�� I'I�� �U��IF�AI�I T�r�a �len� �1��+.1 ��r��ast �� furr���hir�g an� ir�s�allir�g 6 p�ri�r�l�d subt�r�in �nd filker rn�leri�l �I� as shawn �n th� enclose� det�ils� �r �s �ire�k�d by �f7e �r��u7�er AU ap�l�cab�� pr�vision o� skandarc� Spe�tfrca#it�ns 3t�rn 5�0 "SUBDRAI��" sf�all �p�l� �x��pt �s �re�etn rrrodif�ed. 7he �r�� �3�t�r�di s���l �� ��ly �r�i�yl chlor��ie (PV�� witfti th� s�andarct di�ensi�r��� r���o of �� ��Uf�35� ar7d m��ek khe �1�TM D�78� Fi�Cer s�all f�av� il�e c�pabllE#y o[ ��s�int� grs��rr�} v�r��er v�ri�J�ous kr��7spork+n� �h� so�l ��aced ara�nc� the ERltar fabric TYre fa�ric sl�all be cvnskrucle� �xclus�v�fy of syr�s�i�#ic ah�rrnoplasCic fi�ers and rnay �e eikher w�ver� or n�rr- wo�+�n #o forrr7 a rna� of unif�rr� q,�a�il�r. �abrac f�h�� �rra}r b� eit�ser c�ntin�a�is or discon#irruous �a�CE �ra�nk�d an eiCh�r a�ar��ior�� or a� �ai�n�� �at��rn lnf�r���o:�k khe iak�ra� The f�bnc shall be rnl€d�w res��#��#, rot pr�of, sha�l be �alisf�c#ary �or �ise in a we1 soil an� 2�ggregale environmenl, COn#��n �ia#rav�cs��t s#at�ifizers �n�i havA rronr�vell�nc� ed�e� �`he f�bric; shall rr7eel kk�� f�llow+n� ��t�uirerr��nts w�er. sarr�p�ed and Ee�le[f ir� �ccordance with ##�e �neti��ds in�icated, 7o�vr�sro � ASC-�7 f���� D� i �I���Tl�h�A1L �l���1�4� ��NDlT��h�� T�s! Orl�in�l Pl��rsi��l Prqper#�es C1�e€��d R�quir�ments F�l�ri� weigh�, �n �� ��b�er�t ��r�per�t�re aE�-drio�l ter��ian free s�mpl�. ex�resse�3 wn ozJsq,yd 54�H�'T iesx 11��1#�od Tex-�16-� "1'asting of �a�s#r�,�ti�n Flb�rs,� 4,0 r�ir��m�r�n far und�r dr�ins anu �lope �tabilizalion. �_(] mFnimurrt for ��biarrs F�eve�ment INat�T flaw ra#e I�y f�Hing he�ck rr��tho�, 7.9 inch�s {�p �r��} ta 3_� incl7es ��� cni} or� � r�rch ID ��ilr�der wik�� 1 in�h� diameter ��i�ice, wi#h flow ra�� expf�sse� tn �aCJsq, ft{rniriuke, �'�x-818-J B� rr�i€�irnur�r �rea�€in� laad in �t#�rer mschi�r� ar ,�S7A+1 Des�gnatior�: 1�0 m�nimum c�oss-r�achir�� �f�r�clic�rr, �x�ress�d D 1�8� �rab rn�thod � as ir� p�un�Js. i�io�lrfi��l hy 7ex-��6-J E�uGva��nk opening si�� {L�� �W-0�2��. LJS A{rrrp �orps of 7� t� �{}Q �t�ndard si��e r�� } �nganee�s: ��v�l Work� �o�str�ictcan �u�d� �p�c�fic���ae�. ,�Pf��ti� Fil�e� Fabr��; N�vern��r, 19�7 "�ppar���k e�ar�g�iioi�ry al bre�Jcqng ��T, Desi�na#ion� �p� m�xirnurrt loa�k in ��ther �r�a��rir�� vr �ros�- D�68� g�ab rrreka��d � as �n�chrn� dif�ckron, expr�ssed as rr;�dif�ed by Tex-F���-J p��cent fi'he "Filier F�brrc' �f�a�l ��� ;�7stalle� �n acccarcianc� wiCh the m�n�rf�cE�,rcr�s r��omrrte�dak��ns as indre�ted or as �ireci�d by #he �r�gi�eer. UUf�er� �ap�ir�� �S r�C�4Jif�d, IE Sri311 bE If1 ��C�����I�.� 1+�Ifih tf1E Fit81�Uf��lU��r S FE��17'4f7tCf���tr�r1S Back�+ll;ng arou�tid R�e rilter �a�ric shall b� �E�r�e in ��ch a way as n�R kv c�amage �he F�Itc�r ��briC rr�alerial d�ir+ng !�� pla�emenl, Th� �ni# �ri�� bi�i ps� L.F. �hall be f�ll c�mpens�tio� for aal labor ma�er��ls. ec�ur�rn��Es_ taa1�, arrd �ncidenlafs rr�cess�ry ta can�pl�le ��� work. D�1-�,2 i��PL�4���1�{��VT �F �" ��I��R��`E SfD�W,#L�{ 'fF�is it�m shall �ncl�rd� Ih� rer�t�v�f ar�ci replace�l�enl of �x�stFr�g c�ncreke sitlewal�C d�� #� ��iiur� �r Irs sik�iation wa�e�e cur#� �nc€ gukier is replaced �o adj�st grades !� e�irnir��,ke pon�fir�g w�#�r wiRY� s�m� �}ay �rs��-of[ of th� rcrn�ve�i mal�riaR to a sui�abie au�npsE#� F�r s�ecrf�c�tions go+�er�ir�� #his rtem see I�en� I��. ���4 �R�rnoving �I� �an�rete', arrd It�m �io. ��4 "�oncrete ��devwalk �n[[ [�ri�ew�ys". raaosv�� A��-�8 PA��T ��4 - �1D�IT1�ON1�1� �P��I�#I� ���1DlT1�f�S Th� unst pric� b��i per squ�re y�rtJ sha�J be #u�1 cor�lp����#�c�n �or �al labor, m�ter�ial. �q�ipmer�l, �uppii�s, anQ �n�id�nzaGs nec�ssar}+ Xo cornp�e�� tf7� rent�v�l �nd �e�lac�n�e�k war�C. �A�-43 k��Olh�M��1D�D S��GIU�IV�� �F �O�ISTRU�T4�EV Ir7 o�der ko f�ciG�#ate #im�l� recar���ru�tian oi kh� affec#��i roadw�y ��r�����s {suk�sequ��rl �� wa�er�se+r�er iri�t�l�atson} ur�d�� ttte �Ik�'� raadvu��+ n3ac�ten�nc� pro�rarn, it is re�ammende� th�k t�e pro�aseti w�#�f �nd�or sanikar�y sew�r rm�rove�enks be c�����t��i �n i�e �raje�l s�f�e�s ba��� upon k�� fa�yowi�rg se+�uence; 'l_ Dajlas Av�n�ie �_ �trong �tr�et �. �ortr�er Boukevard 4. Lude�G� �t�eel � � � A�t�� ta�e wc�rk ��art rt��le h��s be2n �stablo�hed, khe s�fec#�d co�tr�ctor sl�afl be requir�� t� subrnit �he begir�r�i��tig a�d er�d�n� da#ea fvr all +r�►�rk (inc��ad�ng pavemen� r�pair) c�n each o� tl�� proaect ��reets. P�ease be sdv�se� tha� th� con#rs�kor has tl�e o�l���n of su�rnikk�ng ��if#�ren� seq�e��e oi c:��stru�tiar� k��� �tated a�ov� Tk�e �or�tract�r �hall not be a�lawe� t� �egi�r work (but !�r'n� �hae�es will begar� on the projec�} �ntil #h� preFerred sequer�ce of ca�s��uction arr+� th� start �nd �e�d wark dete� fc�r e�ch �i�e�� '�av� b�*�n s�brrzil#ed to ll�e City, r��us��� 1���-�i9 SECTION E - SPECIFICATIONS JAN UARY 1, 1978 All materials, caflstruction methods and procedures used in this project shall conform to Sections E1, E2 and E2A of the Fort Worth Water Department General Contract Docvmenfs and General Specifications, together with any additional material specification(s), constructian(s) or later revision(s}. (See revisior�s listed on this sheet). Sections E1, E2 and E2A af the Fort Worth Water Departm�nt General Contract Documents and General Sp�cificatior�s are hereby made a part of this contract dacument by reference for all purposes, the same as if copies verbatim herei�, and such Sections are filed and kep# in the offce of the City Secretary of the City of Fart Worth as an official record o# the City af �ort Worth. INDEX E1 MATERIA�S SPECI�ICATIONS E2 CONSTRUCTIOf� SPECIFfCATIONS E2A GENERAL DESIGN DETA]LS ReWisions as of April 20, �981, follow; E1-2.4 Backfill: (Correct mEnimum compackion requErement to 95% Proctor densiky ar�d correct P.I. values as fol lows:) c. Additionaf backfill requirements when approved for use in stree#s: (1) Type B Backfilf (c) Maximum plastic index (PI) shall be 8, � (2) Type C Backfill ' (a) Material meeting requirements and having a PI af 8 or less shall be considered as ,. suitable for compaciion by jetting. : (b} Materia! meeting requirements and having a PI of 9 or mare shall be considered far use � only witn mechanica� compaction. E1-2.11 Trench Backfill: Proctor density unchanged}. E1-2,11 Trench Back�ill: Proctor density unchanged). ... .� (Correct minimum compac#ion requirement wherever it appears in this section ta 9�% except for paragrap� a.1. where th� "95% modified Proctor density" shal! �emain (a) Material meeting requirements and having a PI of 8 or less shaa! be considered as suitable for compaction byjetting. (b) Materia! meeting requirements and having a PI of 9 or more shall be considered for use onfy with mechanical compaction. (Correct minimum campaction requirement wherever it appears in this section to 95% exce�at for paragraph a.1. where the "9�% modified Proctor density" shall remain .l �I CfTY OF �ORT W4RTH, TEXAS TRANSPORTATION AND PUBLIC WOR�CS DEPARTMENT TECHNICAL SPECIFICATION �OR MANhOLE J�INT SEALIi�G A. GENERAL This specif+cation couers a cold-applied performed flexible butyl rubber or plastic seafing compound fo�r sealing interior andlor exteriar �oin#s on concrete manhole sectians. It govems afl manholes, vaults, e#c., constructed for tfi�e City of Fart Worth Water Department, excfuding only the joints usir�g a trapQed type p�rformed O-ring gasket, and shall require a bitumastic jvint sealant in al1 join#s as per Figure M attached. B. MATERIAL,S This sealant shall be prefarmed and trowelabfe bitumastic as manufactured by Kent-Seal, Ram-Nek, E-Z Stick or equal. The joint sealer shal! be suppliec! in either e7ctruded rope-form of suitable eross-sectional area or flat tape form and shall be sized as recommended by the manufacturer and appro�ed by the Engineer. The joint sealer shall be protected by a suitabfe remo�able wrapper and shall not in any way depend on axidation, evaporation, or any o#her chemical action for either its adhesiv� properties or cahesive strength. The joint seafer shall remain totally flexible without shrinl�ing, hardening, or axidizing regardless af the length of time it is expased to the elements. The manufacturer shal! fumish an affida�it attesting to the successful use of the product as a perFormed fiexible jaint sealant on concrete pipe and manhole sections for a period of at leas# five years. �� C. INSTALLATiON OF JOINT SEALANT Each grade acfjustment ring and manhole frarrte shall be sealed with the above specified materials. All surfaces to be in contact with the joint sealant shall be thoroughly cleaned o� dirt, sand, mud, or other foreign matter. A prirr�er shall be applied to all surfaces prior to instailing the joint sealant in accordance with the recommendatians by the manufacturer. The prcateetive paper wrapper shall remain on the joint s�aiant until immediately prior to placement �f the pipe in the trench. After remoWal of the protec�ive paper wrapper, the joir�t sealant shall b� kept cl�an. Install frames and ca�er over manhole opening with the bottam ofi the rings rest�ng on bitumastic jaint sealer. Manhole frames and covers shall be McKir�ley, Type N, with indented top design, or equai, witi� pick slots. Frames, unless atherwise shown on the drawings, shall rest on two (2} rows (inside and outside) of bitumastic jaint sea{er. 2. Grade adjustment rings shall also rest on two (2) rows of bitumastic joint sealant. D. SEALING ANDIOR ADJUSTING EXISTING MANHC?LES Excavate (rectangular full depth saw cut if in pavement} adjacent to the manhole to expose t�e entire manhale frame and a minimum vf 6 inches of the manhole wail keeping the sides of the trench nearly verticat. Rema�e manholE frame from tk�e manhole structure and observ� the condition of the frame. The existing frame shall be used wherevet possible. Any existing frame shali be used wherever �ossible. Any frame ` M.1S - 1 that is not suitable for use as determined by the Engineer shall be replaced. Separate and observe the car�dition of the grade adjustment rings. If the grade rings are loose, detenorated, broken, or show structural defects, repiace them in accordance with these specifications. Replace adjustments that are constructed of bricl�, block, or materials other than precast concrete with precast concrete rings, or where necessary, and appraved by tt�e Engineer, a precast flattop sectian. Precast cancrete rings, or a precast cancr�te Flattop section will be the anly adjusfinents allowed. 2. In brick or block manholes where ii is difficult to determine where grade adjustments and walls meet, replace the upper partion of the manhole ta a poinf 24 inches below the frame. ff the walls or cone section below this level are structuralfy unsound, notify the Engineer priar to replacement of the grade adjustments or mar�hale frame. Existing brickwark, which is structurally satisfactory, if damaged by the Cantractor, shali be replaced at the Contractor's expense. 3. Wire brush manhole frame and exposed manhale surFac�s to remove dirt and laose debris. Caa# exposed manhole surfaces with an approved bonding agent followed with an appli�ation af a quic�c setting hydraulic cernent to provide a smooth wor�ing surface, 4. lf the inside diameter of the manhole is too farge ta safely suppor# new adjustment rings or frame, a ffattop sectian shall b� installed. 5. .loint surfaces between the frame, adjustment r�ngs and cone section shall be free of dirt, 5tones and voids to ensure a watertigF�t seal. Please a flexibEe gasket jaint material in two concentric rings along th� inside and outside edge of each joint, or use trawelable material in lieu of preformed gask�t material. Pasition the butt joint of each Isngth of joint material on opposite sides of #h� manhole. Not s#eel shims, wood, stones, or any material not specifically accepted by the Engineer may be t�sed to obtain final surface eievation of the manhole frame. 6. 1n paved areas or future pa�ed areas, castings shall be installed by using a straight ecige nat less tt�an #en {10} feet long so that the tap of casting will conform to the slope and finish elevation of the paved surface. The top of the casting shail be 1I8 inch below the finished eler�ation, Allowances for the compression of the jaint material s�all be made to assure a praper �nal grade elevation. 7. Manhole rims in parkways, lawns and other improved lands shall be at an elevation not more than (1} inch or less than one half (112) inch above the surrounding ground. Backfill shall provide a uniforrn slope frar� the stop of manhole casting for not less than three (3) fee# each direction to existing finish grade of the ground. The grade of al! surfaces shal! be checked for proper slop� and grade by string lining th� entire��� area regraded near the manhale. 8. Manholes in open felds, unimproved land, or drainage cvurses shall be at an ele�ation shawn on the drawings or minimum of 6 inches abave grad�. E. MEASUREMENT AND PAYMENT The price bid for new manhole installa#ions shall include the cost of joint sealing and payment will be made �ram tl�e appropriate Bid Item(s). �or existing manhole adjustment and/or sealing, the cost af sealing shail be included in the appropriate bid item and payment will be made for these iterris. MJS - 2 CITY OF F�RT W�RTH, TEXAS TRANSPORTATION AND PUBLIC WQRKS DEPARTMENT TECHNlCAL SPECIFlCATION FOR MANHOLE JOIIVT SEALWG � A. GENERAL This sp�cifcation covers a co[d-a�plied perfiormed flexible butyl rubber or plastic sealing compound for sealing interior andlor exterior joints on concrete manhole sections. If governs all manholes, vaults, etc., constructed for the City af Fort Worth Water Department, excludi�g only��the join#s usin� a trapped type perFormed O-ring gasket, and shail require a bi#umastic joint sealant in all joints as per Figure M attached. B. �VIATERIALS This sealant shall be preformed and trowe�able bitumastic as manufactured by Kent-Seal, Ram- Ne#c, E�Z Sti�ck or equal. The jaint sealer shall be suppfied in either extruded ro�e-form of suitable cross-sectional area or flat tape form and shafl be sized as recommended by the manufacturer and ap�ro�ed by the Engineer. The joint sealer shall he protec#ed by a suitable removable wrapper and shall not in any way d�pend on oxida#ion, e�aporation, or any other chemical action for either its adhesive prope�ties or cohesi�e strength. The joint sealer shall remain totally fiexible without shrinking, hardening, or oxidizing regardless of the length of time it is expased to the elements. The manufacturer shall furnish an affidavit attesting to the successful use of fhe produc# as a per�ormed flexible joint sealant an concrete pipe and manhole sections for a period of at least fi�e years. C. fNSTALLATfON OF JOINT SEALANT Each grade adjustment ring and manhole frame shalf b� sealed with the abo�e s�ecified materials. AEI sur�aces to be in contact wi#h the jaint sealant shali be tf�oroughly c�eaned of cfirt, sand, mud, or other foreign matter. A primer shall be applied to all surfaces prior to instalfing the joir�t seaiant in accorda�ce with #he recommendations by the manufacturer. The protec#ive paper wrapper shall remain on the joint sealant until immediately priot'to placement of the pipe in the trench. After removal of the protecti�e paper wrapper, the joint sealanf shal! be �ept clean. Instail frames and co�er over ma�hole opening with fhe bottom of the rings resting on bitumastic joint sealer. Manhole frames and covers shal! be Mc�inley, Type N, with indented top desigr�, or equal, with pick slots. MJ5 - 3 ,L Frames, unless ot�erwise shown on the drawings, shall rest on two (2) rows (insid� and outside) of bitumastic joint sealer. 2. Grade adjus#ment rings shall alsa r�st on iwo (2) rows of bitumasticjoint sealant. D. SEALING ANDIQR AD.IUSTiNG EXISTING MANHQ�ES Excava#e (rectanguCar full depth saw cu# if in pa�ement) adjacent to the manhole to expose the entire ma�hole frame and a minimum of fi inches af the manhole wall �eeping the sides of the trench nearly vertical. 1. Remo�e man#�ole frame from #he manhole st�ucture and abserve the condition of the frame, The exist�ng frame shall �e used wherever possible. Any existing frame shall be �sed wherever possible. Any frame that is not suitable for use as determined by the Engineer shall be replaced. Separate and observe the condition oi the grade adjustment rings. If the grade rings are loose, deteriarated, broken, or show structural defects, replace them in accordance with t�ese specifications. Replace adjusfinents tha# are constructed af bric�, black, ar material� o�her fhan precast concrete with precast concrete rings, or where necessary, and approved by the Engineer, a precast flattop section. Precast concrete rings, or a precast concrete flattop section will be the only adjustments allowed. 2. In bric� ar block manholes wher� it is difficulf to de#ermine where grade adjustments and walls meet, replace the upper portion of the manhaie to a poir�t 24 inches below the frame. If the walls or cone s�etion below this level are stfucturally unsound, notify the Engir�eer prior to replacement of the grade adjustments or manhole frame. Existing brickwork, which is structurally satisfactory, if damaged by the Contractor, shall be replaced a# the Contractor"s expense. 3. Wire brush manhole frame ar�d exposed manhole s�rFaces to remove dirt and loose debris. Caat exposed man#�ole surfaces with an appro�ed bonding agent fo[lowed with ar� applicat�or� af a quick setting hydraulic cement to provide a smooth working surface. 4. If the inside diameter of the manhole is too large to safely support new adjustment rirtgs or frame, a flattop section shalE be installed. 5. Joint s�rfaces between the frame, adjustment rir�gs and cone section shail be free of dirt, stones and �oids to ensur� a watertight seal. Pleas�e a flexibie gasket joint material in tw� concentric rings alang the inside and au#s�de edge of each joint, or use trowelable material in lieu of prefarmed gasket material. Position the f�utt joi�tt of each length of joint material on opposite sides of the manhafe. Not steel shims, wood, stones, ar any material not specificafly accepted by the Engineer may be used to obtain final surface elevation of the manhole frame. MJS - 4 6. In pave� areas or future paved areas, castings shall be installed by using a straight edge not fess than #en (10) fieet long so that the �op of casting will conform to the slope and finish elevation of the pa�ed surFace. The tap of the casting shall be 118 inch below the finished ele�ation. Allowances for the compression of the joint materiaf shall be made to assure a proper finaf grade ele�ation. 7. Manhoie rims in parl�ways, lawns a�d other improved lands shall be at an elevation not more � than (1) inch or less #han ane half (112) ir�cF� above the surrounding ground. Back�ll shafl � pro�ide a uniform slope from the stop af manhole cas#ing far not less than three (3) feet �ach direction to existing finish grad� af the ground. The g�ade of all surFaces shall be checked for proper slope and grade by string lining the entire area regraded near the mar�hole. 8. Manholes iri�open fields, un�mproved land, or drainage courses shall b� at an elevation shown on the drawthgs or minim�am of 6 inches above grade. E. MEASUREf1AEI�T°�AND PAYMENT The price bid for new manhole installations shali include the cos# vf join# sealing and payment will �e made from the appropriat� Bid Item(s). For existing manhole adjus#ment andlor sealing, the cost of sealing shall be included in the apprapriate b�� item and payment will be made for t�ese items. �� MJS - 5 t PART F � ����I�fCAi� �� 1�SU�e�ECE � C�Ni�C�'��S COI�lP�I�NCF IfViiH �OR��RS �O�I��NS�►`i10� L�►ell�S � ��N���� ���1Pl�I�►NCF TO STAT� Lr4� • ��R�ORIl��NC� �OI�� • ��YII�I�Ni �OI�D � �A�N��[��NGI� �O�1D .� ,l f � -- . _� Q�l23/2002 �9:57 81�ling - ------ - Co��ps6 � 8y�Wil�s oe Slruchxes ��I�cerd t4 � -Eb�ntigs dei9rau�ltl Ut�i�es �w a�f�ls S-- ` Cot�ehen At�amabila Padlc.y ,7ACKSON CONSTRUGTION PAGE 02 . , � 1 ��rth'�t� af I�s�ranc� i0: Glty 4� �0� V3farth �aie: Jan�r�ry 14, ��41� I��m� 04 i��a��c�: Wat�r and Sanitary Set�P Repla�rn��t �r��'act �i� W5M-� PCo�d�t Nu��: �1N��(76a530176��U1P��•�74SS0773�50, ls to r,er�ify that: Jau�c�ar� �a�s�ru��i��, Ltd, ls. at the d�t� cyf this caeriiii�at�, I��ur�d iay t�ls C�mpany wit� rospeG 4� ti�� �►�sirt�ss ���ati�ns heteir��f�r c4e��'ibed� �or Fh� ty�a af i��ura�ae and a�aardanc� wi#� �r�v�.s9 7ris o� tk� 5[�nd� �OE��3�5 ���� �ylqi� Comp�riy, and h����r l��ee�z�att�� ���c��ed. ��Wris kn stand�rd p�Eley not�d dtl flev�ese si� #�er��f. ; i �eoFl�o�� ���@ 4 OR� L'r��iry� tr�ur�nce ([�ubRc 6kab�ily} ; ,. . �7.7478��43 iY�"� O� 1t�SLI�N�� - -- �C4742���1 - �ld00� --�� �IiC9l � t�llt+l —•-- � ��ni� occusreeoe $7�aoo�OOQ () �roper�y �age; �aeh Occ. �IncL �5 d�6U7 1q�1� j� 1137�YdQ0� --�e� Qcc. Slnc� � �iC) 46G{�T Bo� 40 ia�ti�� � ���0�—'-T ti0l9f2�1 1�f7120Q2� �ach 4C0. �I�c6 t"l ix} �U�hf�t7�8�o� - s�►�r�t � �al9rzoo� ! i �trac#�ai L3IibH�VY (%Q 46��a�0i � �rr �a�t�l 4� 8�a -``�L�-- �-L�i101303T3� � iD11f20C1 9Q11120Q2 �ot�►aao� �aur2oox �ad�y 1�+1: �cl� �ts�1.400,�U0 �L"" �ach Oca �Sno6 {�}' P[e�'�y �anlage; L�aoi9 ��lncl ['�} �di{y �ar,� C]ca. $lnol,('� Propo� aatsna�e: ��, �. �d6'�"��� �� ��. , , � ., . ��rC►��,�t� �to.qao,oaa i�,�ti��s ��v�r�d: �Ity �f ���t Wer�'� D�scripNcr� �� �p�r�Gon� cavered: IAl�ter ar�d S�+nr�r i�roject il�i� �faov� p�ltc�e� eiih�r i� th� ��y 1t�e�4f ar �y app��riai� ertdors�rr�r�ts ��av[ded that tF��y �y t�nt be �h�rn,,t� I ar pn�e11� by th� fnsurer in fess I�an fsve ��) days a�er th� insUr�d [�as receiv�d wrt�t�+ �o#ic� �F � teH �Eisrtgefor t�r►ceEt�tia�� : W�er� �FP�ic�� I�ea1 lauvs ar regul�#iar� r���ite �nn�#han �v� �a} d�ys �chaa! n�ti� of �trange or ' cancel�a t t� be �ssur�cl, t� �bov�e poiiei�s eant�i� suc3r �pe�l�l req ' m�nt�, �er iN th� �ady . t�er��f �r qy appropr�at� ����r��me�f #►�re to �i�a���: � �g��cy: Cable �ravens in��r���Ag��y Y ��� �. ��ral�t; Ar4���n1, T�x�s i�1� �ice Prasid�rtf _,., _, Ti�l� THE �iR�e'Ql�i7 ZL�SVB�N��'� CQMPAI�Y � _ I Certificate of Insuranc� TO: City of Fort Worth Date: January 14, 2002 Name af Project: Water and 5anitary Sewer Replacem�nt Contract 2000 WSM-E ' Project Number: PW53-006053Q176Q201P558-070580175350 Is to certify ihat: Jackson Construction, Ltd. is, at the dake of this cerEificake, Insured by this Company with respect fo the business operatians hereinafter described, for the type of insurance and acceordance , with provisions of the standard policies us�d by fhis Company, and further hereinafter described. �xcepfions to standard paficy noted on re�erse side hereof. � T�Y. pe nf Policy � Worker's Gompensation Comprehensive General � L.lability lnsurance (Public Llabilify) � � ,� Blasting Collapse of Buildings or Structures adjacent to Excavations Damage fo Underground Ufilities Builder's Risk Camprehensive Au4omobile F'o[icy Cantractual Liability Commerclal Umbrelfa TYP� OF INSURANCE (?� Polic No, (X� 46�QTD56201 t��) 46CQTQ286�1 (X) 46CQT028661 {X} 46CQTD28601 {X) 46CQT028601 (Xj 46UENQ7�29i01 (X} 46CQTd28601 X UM092a3734 Effective Expiration 14/'{f2001 1 Q11I20Q2 10I1120a1 10I4l20a2 '[ D1112U01 1011120Q2 '{0111204'{ 10H12d02 101112D01 10/1/2002 10/1/2001 10/112QQ2 1011l2009 1011120�2 14I1/2001 1 Q!1!l2002 Limits of LiaSilTty Sodily ]njury: Each Occurrence $1,OQ0,000 {') Property Oamage: �ach Occ, $Incl. (� Each pcc, $Incl. {* Each Occ. $Incl. ( ) Each Ooc. $Incl. (•} Bodily Injury; Each Person$1,OD0,000 CSL** Each Occ. $Incl. {�')* Property Qamage: Each Occ. $Incl (•") Bodily Injury: Each Occ. $�ncL(`) Property �amage: Each Occ. $Incl S*) Each Occ. $10,00O,OOD Palicy Aggregate $1 Q000,000 Locafions co�ere�: City of �ort Wor�� Descripti�n of operatians covered: Water and 5ewer Project The abo�e policies either in t�e body thereof or by apprapriate endorsements pro�ided ihat #hey may not be changed ar cancelled by the insurer irt Eess ihan five (5) days after the insured has recei�ed written notice of such changelor cancellation. Where applicable iocal laws or regulations require more than five (5} days actual notice ofi change or cancellation to be assured, the abo�e galicies contain such special requir nts, ei er in t o � thereof or by appropriate endorsement there to attached. t � Agency: Coble Crauens Insurance Agency f� ��' By 202 �. Border; Arlington, Texas 76018 Viee President 7itle CONTRACTOR COMPI..IANC� WITH WORKERS' COMPBNSATION LAW Pursuant to V.T.C.A Labpr Code S�ction 406,095, Contractor certifies that it provides workers' compensat�on insurance coverage for all its employaes amployed pn city of Fort Worth Project Numher PW�3- 060�301i6020/�'S58-0'�05SU17S350 JACKSON CONSTRUCTiON, LTD. C NTRACTO� `�=f./�� ay � � � gc� P� ��� �� �e� Title I�Iv VoZ- Date STAT'E �F TEXAS COUNTY OF TARRANT 0 � BEFORE ME, the undersigned authority, on this day personally appeare ��i, l�own to �ne be tkie person whose name ' subscribed to e foregoing in�trum t, and ackno ledge o me t�a t he executed the same as fhe act and deed v ', or the purpose and consideration therain �xpr�ssed and in tYae capacity the in stated. � GIVEN UND�R MY HAND AND SEAL OF OFFICE this f�� day of ���l�l�O[/I.tJ{� . �0 Do� • Q . . ':1\`�c�����'P �� �f�' � � : •9� ���, , � �'�9 ti`4-�� . . � � [3P � �' •- ' ��`'�''�i.,��� 16 2��� � c � � `. ot y Public in and for the State of Texas � FER�ORMANCE BOND THE STATE OF TEXAS COUNTY OF TARRANT � KNOW AL,L BY' THESE PRESENTS: Thai we (�1) ,TACKSON COIySTRi7C�YON. �,TD. a(2) � CORPORATYOIaT of TEXAS, hereinaiter call principal, and (3} �** a ; f corporation organized and existing under the laws of the State and fttlly authorized to transact business in the State I of Texas, as Surety, are h��d and frmly hound unto the Ciiy of Fart Worth, a municipal corporation. organized and , existi�ng under the laws af the State of Texas, hereinafter called Owner, in the penal sum o£ 4N� MILLION TWO HUNDRED QNE�THOUSAND EIGHT HUNDRED THREE AND N0/100 .................. {$1,201,803.40) Dalla'rs in lawiul money af the United States, ta be paid in Fort Wortt�, Tarrant County, Texas, for the payment of which sum well and truly be made, we 4�ereby bind ourselves, our heirs, executars, administratbrs and successors, joinfly and severall}i, firmly by these presents. � � THE CONDi'I'ION OF THIS af: OBLIGAT[ON is such that Whereas, the Principaj entered into a certain contract wit4� tha City of Fort Worth, the 4wnar, dat�d the of � , 2002 a copy of'which is hereto attached and made a part hereof, for the construction of: -� � WATEIZ AND SANITARY S�WER REPi,AC�MENT CONTRACT 2000 WSM-E designated as Project No. (s) PWS3-0645301760'�O/PS58-070580175350, a copy of which contract is hereby attached, referred to, and macie a park hereof as fully and to the same extent as if copied at length herein, such project and construation being herainafter referred to as the "work". �' �. ,+ � NOW THEREFDRE, if the Principai shall well, truly, and faithfuiIy perfarm the work in accordance with� the plans, s�eci�ications, and contract documents during the Qriginal term thereof, a�►d any extensions thereof which may be granted by the Owner, with ar without notice to the Surety, and if he shalL satisfy all claims anci demands incurred under such contract, and shall fully indemnify and save harmless the Owner from all costs and damages ;` � which it may suffer 6y reason of failure to do so, and shall reimburse and repay the Owner ail outlay and expense which the Owner may incur in inaking good any default, then this obligation shall be void; otherrvise ta remain in - full force and effect. ***INDEP�NDENC� CASUALTY AND SIIRETY COMPANY , ,` , � �� � PROVIDED FURTHER, tktat if any lsgal action filed upon this bond, venue shall lie in Tarrant County, State of Texas. � . � •AND PROV[DED �URTH�R, that the said Surety, far val�e received, hereby stipulates and agrees that no change, extension of tnne, alteration ar addition to the terms af the contract or to the work to be performed , thereunder or the specifications accompanying the�same sha11 in any wise affect its obiigations on this bo�d, and it does hereb}+ wai�e notice of any such change, extension oi tune, alteration .or addstion to tha tern�s of the contract or �' � to the work or to the specifications. . � . �� IN WITNESS ViiHLREOk', this instrumettt is executed in 10 counterparts each ona of whieh shall be } � deemed an originai, this the �,oF _ _ _ __ _. 2001. � - ATTEST: Prmcipal) cretary � ,r � : �. (SEAL} .1� - � , � Witness as to Frincipal � � 5112 Sun VaZley Dr. � �.-..._�`ort Worth Address TX 76I1 AT'��- �- f- . . \�� V \ r__.. ., ��"__�.� _ t �1` c� � c�� �� . '-"��'� (Suiety) Secreta • (S�AL} , . � - �_�..t._�1 �� -�'�d�/ � W�4nes�a s to Surety 202 E!Border'��201, Arling�on, '�X 7601Q , (Acids�ess} (8I7-794-1600) JACKSON C4NSTRUCTY�N. LTD. PRINCI� I� (4} BY� - �'1' . Lazry , Ja son, Presiden� of JCI Title: Partnexs. Inc. Genpral Pa.xt.npr �112 SUN VALLEY DRYVE � FORT WORTH, TX �6119 (Address) Independance Gasualty and Surety Company � �Surety �% BY: � •- �- ikr ! �4 �� � , ` {At�o�nay-ip=fact} (5) � M. Crow].ey P.O. Bax 429, A�lington, TX 7604�-�0429 (Address) NOT�: Date of �ond must not be , prior to date of Contract (1} CarrectName ofComractor (2) A Corporation, a Partnersiiip or an Individual, as case may be (3) Correct name of S�ety (�) If contractor is Partnership ail Partr�ers should execute Bond (S) A true copy of Power of Atto�xzey shall he attached to Bond by Attorney-in-Fact.. ZCW GRQUP No. 0004�a2 Power of Attorney Insurance C�mpany of the We�f The Explorer Insura�ce Company Independence Ca�ualty and Surety Company KNOW ALL MEN BX 'TI�ES� P1tESL�NTS: 'That InsuTance Gompany o£ tha Wast, e C.�rpor�finn duly arganized under the laws of the Staka of Califomia, The Bxplorex Xnsuranca Company; a Corporation dvly organized under Ehe lews of the 5tate of Arizana, and Indapendenca Cesualty and Surety Campauy, a Cnrporation duly organized untiar the laws o£the Sta#e of Taxas, (collectively referrad to as the "Companieg'�, do hexeby appoint : JA.CK 11+� CROWLEY, PA�IC7A, A. FM1TH A1�ID RO�FRT W, PiJRDIN their true and lawful Aftomey(s)-in l�act with authority to data, execute, sign, seal, and daliver on behalf af #ka Cornpenies, fideiity and surety bonds, undertakings, and other sixnilar coxit�acta of euretyship, and any xelsted docwments, . TI�T WI'1'�$S WFiER2iOF, tkia Compas�iea hava cawaed these presenta to be executed by its dulq authorized off'icers this 16th day of 3anuary, 2001. r �svdnwry�, �t�Suq ��s �`i''[r'� ' ���r�{ad o���apd�q�'9�Y�� cT' � a SEAL e� � � �.� �'�a? ,d" �° � ° �g owa �, +�ur�* �yd k�° oy� � ��. � . � Jobn H_ Craig, Assistarnt Secretary INSUItANCE COMFANY OR TH� WES'� THE �XPLOi�R. INSLJR4�ICE� CDMPANY IND�PEND�iCE CA,S�IAS,Ti! A,NII SURETY COMPAI�IY 3nhn L�. Hannum, E�cutive Vice President Statc of Celif'arnia Couxrty af SeaDi�ego � Ss. dn Jenuary 16, 2001, befora me, Norma Fortec, Notary Public, personally appeaxad John L. Hannum and Joiu� H. Craig, persnnelly known to me 4o he the persnns whose nsmes are subacribed to tha within insh-ument, anci aolrnowiedged ta ma t�t they executed the aame in their suthnrized eapacitias, and that by Y�I61f BIgt18�6B DA i�18 ]I1SE1't1A1B11t, th,e eniity vpcu► bahaJ.£ oi whiuh the pereons aoted, e�ceouted the instrument, Wifs�e�s.my hand a�d offiaial seal. ' � ,,. �•1,; -.:.I''1 CC�MMp# 257� b�.� � � �p - hQTAHV F'l�BLTC-b�kLIFO N1A �� `J�� �1 �RNPlEaO.�,.Ei�1N�' d �� � � �` � yl Cornm]R�idn.Ek�h re& � .�. AAAFi�h4�1&Y20b4 �� ' Norma PnrEer, Notary Public � RE50LVFIOI�S TIfIS PQWCT Of AL�O[7ABy IS Q,C8I1}C� BriC� 16 81�f1P.d, sealed and nntnrized with facsimiie� sig�elures.aud aeals under authority of the following resoluti.ons aciopted by the Tespecd.re �oards of Directora of each of the Comp�ni�: � "RBBDLVED: That the President, en Exeauiiva or 38xtioe Vica Pze�zdent of tke Compa�, tageFhar with 4he $eorotary or any Aasi�tant Secreiary, are hereby suthorized to execn#e Pawera of Aftorn�ey appointing it�a paxson(s) nsmed us Attnrney(s)-in Faat to dete, exeoute, eign, � seal, and delivar on behalf of tha Campamy, fidelity and aucaty bonda, undertalcings, and nther similar aontrants of suretyahip, and any related doaumenta. . R�SOLVED FURTHBR; That tha sigeatur�s of the o£ficsra making the eppointment, and tha siguature of any officer oertifying the validily and ourrent status of the•appointmant, may be fecsimile representations of those signeturas; axzd the signature and seal of ainy motary, and tize ee�l af the Compeuy, may be fecsimile reprasentationa of tlwse signa#utea a�d seals, aud auch facsimile reprosentations she11 heve the same ' force and effect aa if manuslly affixed, The t�csitnil.e repreaentations referred to herein may be af�'i�ced by stamping, printing, �ing, or photocopying.'� . � ruaTmrr.a�ru. T, #3ie uade�igned, Asaistent 8ecretary of Insurence Compeuy of the Wast, The Expiorer Insurence Company, aud Indege�ndence Casualty and Swety Com�aany, da he�by certiiy that the foregoing Power oF Attorney is in full forca and effeat, and hss not been ravoked, and thet the abeve resoiutiqns were duly adopted by the 'xe,spective Soards of T3jrectors of the Comparaias, and are now in full foxce. IIV WiTNBBS Vf�REO�, I Iaave setmy hand this day of . John H. Craig, Assistant Sec�tary To verify the authenticity of ikxis P4war o£ A#onney you may aall 1-SQO-877-1111 and a�k fox the Surety Division. Pleaae xeFer to the Power oF Attorney Number, tha above named individual(s) end deteils o£ khe Yiand to whiah the power is attached. For informa�ion ar filing clauns, plaesa contact Surely C3aizms, ICW Group, . 11455 El Camino Reai, Sen biego, CA 92134-2045 nr cell (858) 350-2d00. • PAYMENT BOND t � � . . THE STATE OF TEXAS , � COUNTY OF TARRANT '� � KNOW ALL �Y THESE PftE5ENT8: That we (1} 3ACKSQN CONSTRUCTION, LTD. a{2) of TEXAS, hereinaftsr called� Principal, and (3,) *** , a corporatian organized and existing under the laws af the State and fully authartzed to transact busin�ss zt� the State of Taxas, as Surety, are ,t heid and frEnly hound unto the City of Fort Worth, a municipa3 corporation organixed and exisiing under the Iaws of �� the State ofTexas, hereinafter called Owner, and unto ail gerson, tirms, and catporations who may futnish materials far, or perform labor upon, the buildiqg or improvements hsreinafter referred to in the genal sum of : �' �1 ONE MILLION TWO �UNDRED QNE THOUSAND EIGHT HUNDRED THR�E AND N0/1Q0 .....:............, �� ($1.Zb1,803.041 Dailars in lawful money oFthe United States to be paid in Fort�Warth, Tarrar►t County, Texas, for f, � tha payment of which sum wi[i and truly be made, we hereby bind ourselves, nur heirs, executors, administratnrs and successors,�ointly and severaliy, frmly by these presents. THB CONDITION OF TH1S OBLIGAT[ON is such that wherEas, the PrinciQal entered into a certain �' contract with the•City of Fort Worth, the Owner, dated the d,ay of A.D. , 2001, a�copy of which is :� hereto attached and made a pa�t thereof, for the consideration of:: . WATER AND SANITARY S�WER REPI.ACEMENT C4NTRACT �OOQ WSM-E � designated as Project No. {s) PW53-OGD53fl1i6D20lPS58-07058D1q�3�0, a copy of which is hereto attact�ed, referred ta, and made a part hereof as fully and to tha same extent as if copied at lenbth herein, such project and ,� construction being hereinafter referred to as the "work". � �L ' NOW THEREFORE, tha condition of khis obfiga#ion is su:ch that, if the Principal shall promptly mak� payment to ail claimants as defqed in Chapter 2253, Texas Governtnent Code, suppiying labor and materials in the prasecution af the work pravided for in said Contract, then this obligation shall be nuII and void, otl�erwise it sha1S rem�in in full force and effect. . **�INDEPE�TDENCE CASiTALTY � SURETY' COMPANY !� 1� THE BOND I5 MADE AND �NTERED into sotely for th� protection of a!1 clsimants supplying labor and matcrial in Ehe prosecutioq pf the wark provid�d for in said Contract, as elaimants are de�ned in said Chapter 2253, and all such claimants shal! have a direct right of action under the band as provicied in Chapter 2253, Texas Go�ernment Code. � � � PROVIDED FURTHER, that if any lega! action be filed upan this bond, venue shall lie in Tarrant County, � Texas, 3tate of Texas, and that the saEri Surety, for value recei�ed, hereby stipulates and agrees that no aha�ge, ' extensian of time, alteration or addition to the terms of the contract ar to the wor� to� be performed thereunder or the . 3 specification accompanying the same shali in any wise affect its obligation on this bond, and it does hereby waive ,� notsce of any such ahange, extension of time, aiteration or addition to the terms of the contract�or to the work or the , I specifications. �ROVID�D FURTHER, that no fina! settlement between the Owner and the Contractox shail abridge t�,e right of any bene�iciary hereunder whose claim shall he unsatis�ed. � �� 1N WITNESS WHEREOF, this instrum�nt is executed in 10 counierparts each one of which shall be deemed an original, this the ,�_day of A.D., 20D1. � .i A � � . (Principal) Secretary � :� < Witness as to Principal ,� � 5� 12 Sun Valiey T}rive For� Worth, TX 7b119 � Address � _..� i �, : � � �- � � � ��t,� - - (Surety} Se etary � , ;� {SEAL} .�AEKSQ CONSTRU TIO , LTD. PRINC L (4 BY. a�' y t1. .lac on, Yresiden� o� JCl Title: P���n���� zmc. General Partner 511� SUN VALLEY DRIVE FORT WORTH, T�C 76119 ' (SEAL} (Address) In.dapenden�'Casualty and Su y Company Sur�fy ' � ;a � � ,, "� BY: ��_� ,I'`-�' � (Attorney-in-fact)�(5) J k M. Crowle�r P.O. Box 424,.Arli.n�ton,�T 7b004-Q429 (Adc3ress) , 202 E. Border ,��'20I, Arlington, TX 7601Q (Adc3ress) (817-794-1600) NdiB: Date of Bond must not be prior to date of contract t�) �2) (3) {4) (5}, � as t Surety ��--�-�c� Correct Natne of Contractor A Corporation, a Partnership or an Individual, as case may be Correat name of 5urety If contractor is Partnership aIl Partners should execute Bond A true copy af Pawer af Attorney shall be attached to Bond by A�torney-in-Fact.. No. 0404782 �ICW GROUP � Power of Attarney - Insarance Campany of fhe We�t � The �.xplorer ��urance Co�pany Xndependence Caeuulty and Surety Campsny KNOW ALL MEN BY TIIESE PRE3LNT5; That Inau�ance Comparry of tha West, a Carpnration 8uly arganized under the laws af the 8taee of Califomia, The Explorer Insuranca Company, a�Gorporation duly organized under the lawa of tha 5tate of Arizons, and Indepandence Casuslty and Surety Compsny, a Cvrporatinn duly organized undar the ]aws af tha State of Texae, (aoliectively refarred to. as the "Compaxues'�, do hereby appoint T14�Y€11'L Q2UWLEY� PA'i'12TCIA A. SNIITH AND Rt713TRT W.�P[JItDIN �I tiieu true and lawful Atfomey(s)-in-Fact weth aufho�ity to date, execuie, sign, seal, and deliv�er en baba�f of the Campanies, iic#elity �nd sucety honda, undertekings, and other aimilar contraots of suretyahip, and anq reieted doawnenta. . ' . IN WITNESS WI�:f2EOF, the Comganiea have asused Ehese presents ta be execvted by its duly autf�nrized officars #his 16th day of January, 2Q01, �a�r�r�,r IS58Uy �'� +4ya �� pvo� Q� � � ��� � o� � ��i* pe 4 �+t,�` ; .��,�AE� n � "' �'jonn `4 a o 43t+�� ��'1 L�� o� � � 3olttt H. Craig, Assistat�t Secretary nvsr�vc� can�raivY n� r� w�x TA� I�3�IaOXi�R XNSY7k2l�,N(.'� COMYI�NY INU�'�i�NCfa CA,SUA�,'J."1' AMl SiJ�tETY CONiRANY �- John L. Hannum, E7cecutive Vice Prasident Stats of Califamia County of Sen Diego � g5• On ]'an.uary 16, 2001, bafare me, Norma parier, Notary Peiblia, pexso�valfy appca�tad 7ohn L, Fiann�nx and dok�n �I, Craig, persanelly known to ma to be ttce persons whose t�ames gre subsaribed to ihe rvi#hin instrumant, and anlmowledged to me thQt ihey ezecuted the same in their auth�rized capaci�iss, and t]aat 4�y their �ignatures on the instrument, the exiti4y upan hahalf nf whioh the persane acted, executed the insfrument, � " ��... . � . �DRMA.!?t?f.iT�l� ' "'� _ 1I^�,QMiVi..�#1Z6754b �V � .�. ' •NDi"ARYF*U�l.l�-C,A[.I�q NIA. '� � � ��� ni��n cc,�a� � �' ' y: amn�iRsin�i..Xpite� .�, MAFiCI-f�t�.��00A � Vftifness my hand and official seal. `1� � Norma ParEer, Notsry Pubiio I2ESt)LYJT'iONS This Power of Attarnay is granted end is signed, aaaIed and noYsrized with fscsimile signatuias.and aeals �der aulhor-'sty of the following resolutions adopted by the xaspeclive Boerds oFDirectors of e�ah of the CoFnpanies: "R£80LVED: 'fhat the President, an Exacutive or Sanioc Vice Prasidant of the Compa�+, together with the 5earetsry ar any Asaistent �earatary, aro he�rehy autb.orized to �ocute Powets o£ A4tamey appointing filte parson(s) named as Attarney(s)-in-Feot to dats, executa, sign, seal, a�d delivar on behalf of the Company, �idelity afici surety bands, undertakings, and other similar aontrant� of suretyship, and any relatsd documents. � RS$OLVSD FUR�HER: That the eignatures of tha ofCFoers making ihe appointment, and the eignature of any otiicer oertifying the valiciity and auirant atatus of the appointme�t, may be facsimile repreaentadona o£ thosa signatureH; and tha sig�tature and seal a£ sny notary, snd the seel o£ the Company, may be £acsimile repxesentatiune o£ those signatures and seals, and auoh facssmile represantations shall heve the same foz�e atid effact as �i£ manually affu�ad, '�Cha £aasimile re�eaentations referred W herein may be ef�'txrd by simmping, printing, typutg, or p���AY�B " . CLRTIFICATE I, t�a underaigned, Asaistant Seceetary af Tnsurenca Company of the Weat, The Bxploxer Snsw�ance Co�an�, sad �ndepandettes Casuslty aad �refy Cnmpnny, da herehy aertii�yy thai the Fozegaing Pow� of Attoxney is izi £ull foxcv an�d ef£ect, and h�s not baen revaked, and that the $Uove reaplu6or�s were duly adopbed by the reapeative Boarcie of I?irectors o£ the Gompanies, and sre nnw in fuil force. IN WiTNESS VJHEREbF, I h�ve setmyl�and th�s dsy of , . � i � , . � Jolu� H. Craig, Assistant Se��ratary To verify the authentiaitiy 9f �th�s Pocuer of Attorney ynu may cali 1-840-B97-I 11 i. and ask For the 3uraty Division. Pleaae raPet to tha Powar o€ Attornay Nucnber, the abnva nemed individual(s) and details of the bond to which the power is altached, For in£orxnaYion or iilit�g alaime, pleeae Cantect 8urety Claims, ICW Group, 11455 Bl Cemina Real, 5an l�iego, CA 92I30-2045 or call (858) 350-240q, _ f s'r t .� i ,� t � 1 1 :6 � � .. ��� a � THE STATE OF TEXA.S COUNTY OF TARRANT MAINTENANCE BONI] :� � � � KNOW ALL MEN BY THESE PRESENTS: That (1) JACKSON CONSTRUCTION. LTD. as Principal, acting herein by and through {2) �arry H.� Jacicsan its duly authorized Pxesidsnt and t�) �`�`� a cflrporation organized undar the laws af the State of TEXAS, as sisrety, do hereby acknowledge themsel�es to be held and botznd to pay unto the City of Fort Worth, A Municipal Corporation, chartered hy virtue of Constitution and laws of the State ni Texas, at Fort Worth, in Tarrant Caunty,. Texas the sum of OI�IE MiLLION TWO HUNDRED ONE TH�USAND EIGHT HITNDRED THREE AND N0110U .................. . f�I,�01.��3.4U} �]awful rr�oney of the United States, for tha payment of which sum well and truiy be made unta said City of Fort Worth and its successors, �said Contractor and starety do herehy bind themselves, their heirs, executors, administrators, assigns and successors, jolntly and se�erally, This obligation is conditianad, however; that, W/HEREA5, I ` --, the Principal has en#ered inta a certain contract with the City of Fart Worth, datefl the day af � Z002, the perform�nce of t�e following described public work and the construction of the following d$scribed public improvements; WAT�R AND SANITARY SEWER R�PLACEMENT CONTRACT ZDUO WSM-E all of same being referred to herein and in said contract as the Work and being designated as project PW53- 0605301760ZOIPS58-0705$Ol'�5350 and said contract, including all of the speci%cations, conditions and writien instruments referred to therein as contract docuinents b�ing here6y incorporated herein by refereriee far all purposes and made a part hereof, the same as if set out verbaiim herein; and , �VH�R.EAS, in said Contract, .Contractor binds itseli#o use such materials ancf to so� construct the work that it will remain in good repair and condition for and during the }�eriod O�ne (11 Year after the date of the final acceptance of the wark 5y tEte City; and WHEREAS, said Contraetor bi�ds itself to maintain said work in gaod repair and condiiion for said term of One f11 Year: and, WH�REAS, saici Contractor binds itself to repair or reconstruct the work in whole or in part at ariy tim,e within said period, if in tl�e opinion of #he Dir�ctor of the Water Depat�tment of the City of Fort Worth, it be nece�sary; and, �*�INAE�E,�ENCE CASUALTY AND SURETY COMPAIdY WHEREAS, said Contractor binds �itself, upon recciving natice of the need therefore to repair or . xeconsiruct said work as her�in �rovided. � �, . f I�fOW THERE�'ORE, if said ConEractor shal! keep and perform its said agreement to maintain, repair or I reconstruct said work ip accordance with all the terms and conditions af said Cqntract, these_presents shall be null and void, and hava no force or effect. Otherwise this Sond shall be and remain in full force and effect, and said City � � shall have and recover from the said Contractor and its surety damages in th� premis�s prescribed by said Contract. � This obligatian shall be con;tinuing ane and successive recoveries may be had herean for successive breaches until the full amount hereof is exhausted. t ' �r ,� �€ ,� � ; � �� � �. .}L � WHEREAS, all parttes covenant and agree that if any legal actioq be filed upon this bond, v�nu� s�Zall lie in Tarrant Coanty, T�xas; andx IN WITNESS WHBREOF, this insCrument is executed in 10 countetparts, each one of which� shall be deemed an original, dated . 2002. ' ATTEST: `� �C� (i'rincip ecretary (Seal) �iACKSON CONSTRUCTION, LTD, PRINCIP (4) �Y; . Larry ..7 ckson., Presiden� af 3C�. Title: Partners, �nc. General Par�ner �.. _.. "" C'� . . Wimess as to prsncipal 5112 Sun Valley D�cive Fort Worth, TX 7b119 (Address) % A`F"C ST• ---- � ������ ���� r ; � {Surety) Secre ary (SEAL) � ���J ess as to Surety Sll.� SUN VALL�Y DRIVE FORT WORTH, TX i61�19 (Address) Independ�nce Cas�a1 y+ . y� S rety Campany rety r � ! �3Y: .� ; � /� � `-� '� � � (Attomey-in-fact) ( ack M. Crovrley I'.0. �ox 429, Ar�ingtan, '�X i6004-0429 '� (Address) N4TE: Date of Bond must not be pxior to date of Contract (1} Correct Name of Gontractor {2) A Corporation, a partnership or an Indiwidual, as cas� may be � {3) Conect name of 3urety (4) If Contractor is Partnership all Pariners should execute Bond (5) , A�rue copy of Power of Attorney shall be attac�ied to Bond by Atiorney-in-Fact. 20� E. Ba er 4�201, Ar1�ng�on, TX 7601.0 � -- � {817-794-1bQp) . No. U(1p4782 Xcw cxou� Power uf Atiorney Xnsurance Compaap of the West . The Explorer inaurance Campany Indepcndenee_Casualty and Surety Campany KNDW .ALL MEN BY TF3E5E PRESENTS:. That �nsuranca Company of the West; a�azporatian duly orgatvzed under tha laws of tha 8tate of�Ca6fomia, Ths Explorar Iusuranee Company, a Corporatian duly organized undeT tha laws o£tha S#ate of Arizona, and Independence Cesualty az�d Swrety Com,pany; e Corporation dulq organized under the laws of tha Siate of Texas, (co1kectivaly referred tn as the "Companias'�, do hereby apQoint � J.lCK A+L CROWLEY, PATRICIA A. SNTITH A,IV�] RQ�EIZT W. PURDIN thair true end Iawfut Attomery(g)-sn-Fact with auihority to date, execute, sign, seal, and deliver on. behalf o£thv Companies, �idelity and surety bnnds, wnde�afdngs, and other aimilsr aontrects of suretyship, and anq ralared documents, � IN Wi'I`NESS VJi-IEI2SOF, the Companies have caused these presents to be executed by its duly au�hnrized of�icsrs this � 6th day af 7anuary, 2001, �� • acW►+u�r�, tiS58U �� Mb i ��oaraur� � ae��apo�f��'�� � �� , �en1.� � i S� 4 n � �p �, o � � • �=oua ` b� e . ��' �yl t+E�� � � John H. Craig, Assistant 5eeretary Stata of Cali£orYtia Cownty oi San Diego } s�� INSLIRAlVCE COMPAINI' OF'rHE WFST THE EXPLORER INSURA�NC� CUMPANY 1NDEPENDENCF. CASUAI.TX AND SURETY COML'ANY 3ohn L. Hannam, $xecuti�o Vice Prasident On 7anuary 16, ?A01, bafo�+e ma, Norma Porter,lVotary Public, paxaonaily appeared lohn L, Hannum and 7ohn H. Crnig, peraonally known to me Eo be the persons whos� names are aubsnribed ta the within instruinent, and aolmowledged to ma Ntat they axecutad the ssme in their autk�vrized capanities,'amd thst by tb�e�r sig�tures on the instrument, the entiry upon behali nf whioh ttze pexsana aoted, axecuted the instrumant. � _.-.,.�.,:...w.,.�� — . - - - . .. .. � � . . NOi�M,4�.POR.I'�f3 �- �. '" CfJMM..'a�1�5754� � �. ' - NBTAFiV HIIBLIC-�,4LIFOANIA ' � SA�v ni��o. �uN�r �' 'FAy, .c��fiiniaeiai�.�xp re� � MARCH �14�,. �OQ4 �� � Wihtess�my hand end afficial seal. �� �� �� Nortna Parter, Nntary Public RT?30LUTIQNS '�'his Power of Attomey is granted and is signed, sealed and natariz�d w�itlz far�imile signatuies.and seals under authority of the followi.�$ zesolutions adopted by the respecti've Boards of Direatars of each of the Caznpanies; "�SOI.VEA: That the Preaitlent, en Fa�eautive or 5ar►ior Vice Prasidant of the Company, togethar with the $ecretary or any Assistaat Secretary, ara hateby authoxized #o execukePowers ofA4romey eppoiniing tha parson(s) named as Atfomey{s)-in Faqt to date, execute, sign, seal, end deliver on beh�lf af the Compa:ty, fidelity end aurety hande, undertakinga, and ather simi�ar camracts of suratyship, and eny related dacuments, • RE50LVSD F[]R1T�R; 'I'bat the signatures o£ the o�icera making the appointrnent, and tha aigneture of any off'icer oertifying tha v�lidity and current ststus oF the appointmant, may bv facsimila ropreeentat'sons of flioae signahuas; en� the aig�ature and eeal a£aoy notary. „ snd the seal of the Connpany, may l�e £nnsimile representatinns of thoae aignatunes and sesls, and such facsi�rWe rapraserstations shall have the seme forae aad effact as if manually affixad, Tha iacaimile representations xe£enred'to herein may be af�'ixed by eiarnping, printing, typing, or P�?o��PY�8� �� CERTIFICATE I, the underaigned, Assistant Saoratary of insurance Company of the West, The Explorer Insurance Company, and Independence Casualty and Surety Company, do hereby certiiy that the faregoiaag Powrer of Attomey is in ful! foxce end eff'ect, end has not been xevoked, and that the above roanlutions were duly adopted by the raspective Boards o£ Diractara o£ the Companina, and axe now 'sn fuil farce, ]N WPTNE55 Wf�REbF, i have sat my hand #his day of '. . . Jolm H. Craig, Assistant Secretary To verify tho authentioity oi this Pnwer of Attomsy you may aa11 1-$00�877-111 ] a►�d ask €or the 5urety Divisian, Pleasa r�fer to th� Powar of Attoiney Number, the above named individual(s) and datails of tha bond to whiah the powgr ia att�nhed. For nsformahon or filing claims, pleaso con#act 3�xety Claims, ICR' Qroup, 11455 EL Caminv Roal, SanDiego, CA 9213��2045 ox aall {858) 35U-2400, . • PART G - CONTRACT THE STATE OF TEXP�.S COUNTY OF TARRANT � •r i , THIS CQNTRACT, �nade and entered into tlie . day of __ , 2002 by and between '` the City of Fort Worth, a home-rule municipal corporat�on locateci in Tarrani County, Texas, aciing ,, through its City Manager thereunto duly authorized so to do, Party of the First Part, hereinafter termed � "OWNER", and JACKSON CONSTRUCTION, LTD.of the City of FORT WORTH County of I. TARRANT and State of TEXAS. Party of the Seeond Part, hereinafter termed "CONTRACTOR". WITNESSETH: That for and in cansideratian of tl�e payrnents aaad agreements hereinafter � mentioned, to be made and perfarmed by tlle Party of the First Part (Owner), said Party of the Second 1'art =� (Contractor) hereby agrees wi�h th� said party of the First Part (Owner) to comr�aence and complete certain improvements described as follows: .L WATER AND SAN�TARY SEWER REPLACEMENT CONTRACT 2flOd WSM-E And all extra work connected therewith, under tl�e terms as stated in tUe Contract Documents, and at his u r (their) own prroper cost and expense to furnisl� a11 tb� materials, supplies, maciiinery, equipment, tools, � superintendent, labor, bonds, insurance, and other accessories and services necessary to cornplete the said construction, in accorda�nce witl� all the requiremea�ts of the Contract Documents, whicl� include all inaps, ._ plats, blueprints and other drawings and printed or written explanatory matter thereof, and the ' specifications thereof, as prepared by the Engineers einployed by tlze Owner, eacl� of which has been �� identified by the endorsement of the Cantractar and the Engineers tlierean, together with the Contractor's Written Proposal and ti�e other parts of the Contract Doc�ments hereto attached, incl�ading tlie Fort Worth :� Water Depai�tment General Contractor pocu�nents and Generai Specifications, all of which are made a ,�. part hereof and collectively and constitute the entire cont�•act. � ,V The Contractor hereby agrees to commence work witlain ten (1D} days after the date written notice to do so shall have been give�i to him, and to suhstantially complete satne within the time stated in the propasal. The �wner agrees ta pay the contraetor in current funds for the perf'ormance of the contract in ,, accorciance with the Proposal subinit�eci there%re, subject to additions and deductions, as providec� in the ;� Contract Documa»ts a�id aI1 approved modi�cations thereof, aiid to ma�Ce payment on account thereof as pro�ided therein. IN WITNESS WIIEREOF, the Parties to these presents ha�e executed this Cont�act in 10 counter}�arts in the year and say first ahove written. � � Citv of Fort VVoz�l�, Te�as f�wnerl ; ! Party of the First pa � I �' , BY: ASST. City Manager CW �I� � � � ���i�� 1�.��0������An .1, .-�::-.�� ��, ? ..-^ ���� JACK�ON CONSTRUCTION, LTD. ,� ; I. � �112 SiTN VALLEY DRNE FORT WORTH, TX 76119 Contractor " By: � Title: � ( Q.A� r� C� �O �� A,�PROVED: � PG� r ��� ,!''..' �'�'. `� � A. Douglas Raden�aker, P.E. Directar Depa.t-tm�ent of Engineering CW ATTEST: /� y� "�1 • ��!-!l ,__ • u y� r City Secr�tary (Seal) WITNESSES: proved as to Forrn and Legality: �, � st. 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STREET PAVEMENT � � -TEMPORARY PAVING REPAIR SHOWN - FQR PERMANENT PAVING REPAIR DETAILS SE� FIGURES 1-5 OR A5 SPEC1Ff�D IN iFiE PLANS OR SPECfFiCATlONS. j���� uo�o�'a°a�a"a"q�o�o"b°o�o"o�'o°O�ouo�P"oupuoopunaQativpooaa4da- a a u o a o o ti o o.o„o o p o 0 o n o a o a„q„o q o„o 0 CIi�� MIN. 6" COMPRC ED ���/���/��f, ' Q � � . �i // �A///�!�%/����✓����%�� a ' � � 4 � � ' . + „ BOTTOM OF T�F�PORARY OR � ' • � ° , ' P�RMA�lENT PAVEMENT REPAIR � � � �xasT. sASE , . . , ' . .. . . � •TYPE C BACKFILL � ' � �. .� • . �� � • � .� SEE SPEC. E1-2 = SAND MATERIAL � � � . �' �� � � ' 1'-6" MAXIM�}M EMBEDME{�T . � ' . • � � �. . � � . 5EE SPEC. E1-2 � • � '. '• . � . •; � MINIMUM 6" SAN� . � .' . � . : . � � E�IBEDMEI�1' COVER . � . . � . Q�� �. � . MINIMU�I 8" EMBEDMENT • INCLUDED IN I.INEAR F�DbT B�D PRICE Q� P�PE F�I�URE A �WATER S�ZES UP TO & lNCLUDING �2") NTS REV� MARCH 25, 1999 � �, � �, � � m �, � �; � C QI � � �11 � � �ro a � .� v � i � EX�AI/ATION, BACKFILL ANQ PA1/EMENT ; REPAIR UNDER EXISTING STREETS � MIN, 2" HOT OR COtQ MIX ASPF-iALT � --�'�M�ORARY PAVING REPAIR SHOWN - f OR PERMANENT PAVING REPAIR pE�fA�f�S I�XIST. STREET PAVEMENT 5EE FIGURES 1-5 OR AS SP�CIFlED IN J 7HE PLANS OR SPECIFICATIONS. sA II I 7 , 1' � ,�" . 'F.' f up�p�DU0�6�O�O�Ouo�9-6uO�P"O�o�O�O�b�0�0�0�0�(fVOUO�O�OVOVOu � 0 0 a o 0 0 0 0 0 0 o O o n o o ] O O O O O o a O O 4 O O �;; �� FIi� ' COM�CTEO � I�III������� j��jl � d ' . �� �X 8 �, MATEftI � f��� �%%/���'% . ' a' , . , d t ' ` � . BOTTOM OF TE�IPORARY OR ' � � ° _ Y � ' PERMAPIENT PAVEhAENT REPAIR ' �. ' EX]ST. �AS� � �TYPE C BACKFiLL r SAND MATERIAL S�E SPEG. E1-2 �MB�pMEN� 1'-6" �fAXIMUM R 5EE SPEC. E1-2 � Y= 1} 5�WER - MINIMUM 12" I SAND EMBEQh��NT CQVER 2? WATER - M�NIMUM 6" �_ ' SAND EMBEDMENi COV�R = CRUSHE� STOiVE o� � SEE SPEC. E1-3 MIiVlMUM 6" EMBEDMENT '�� ' = INCLUQED IN L�INEAR FOO�f BI� PRICE OF PiPE Q fl �� m m �i 0 rn rn �IGURE B � � CSEWER= ALL S1ZES} � �1NATER S1ZES 16" & LARGER) � b � NTS REV� MARCH 25, 1998 " . 4 � . '_"" ' "" "'-" _'" " __ ._. - . ._' " . -. _ . _..._"_ " _" " _'" _. _ _�_ "' __ """". .. .._ ._.. I � u �o a N .y R1 � 0 �flNl�l�ti� b" lNITIA BACK�ILL COVER MINIMi�M 6" Eti18EDMf��tT I � I�I�I I i . > 7YPE "C` BACKFIL.L i•r.�,- .,; . „. , I����' SEE SPEC. E1--2.3� �*::;c��". ;';;`��.,';;,='•r� G.C.D. y. � :r. '�i. :;... =� � � � `� � �+ '•.�^:'"• ! ��— ~` �}"� �`• •• SANp 1�SATERIAL E�lBEOMENT 4 -�4,.�1_ .Y= ��.. �I I I � .�•-'' '.:�.r:.•' & lNI71Al BACKFILL I' :`r'�� ;:� f' � �I � I SEE SPEC, E1 �2.3 G.C.D. �� L.�. . �; ��\ L� I I= ��:�'t~'��'�� ���`�'���`���Il .. , . ��{�� . .. .. � '��:.'�;.:.�;�- =f l I�f I 1=1 I I..�I 1 I=1 I I�I I f�-� WATER: SIZES UP T� AND 1NCLUDING 12" - � ��� � �_ MINIMU�A lN171AL BACKFIL� COVER: WAiER — 6" SEWER — 12" SiORIv� DRA1t� — 12" �Si`����� 6�. I � � I ' ' l�III ; ��.: ;: : � �l" ,;;:.::� .:��.:�: � � �:.:. �..;.�.r���`=�� .,,,:,�.' —� �,'``yT� ,.;.__.;:,( — � � :'4`, �yq�:�' 1ll I I ] o°.. . •d •fP° —I I I � O� •�D 4 • � o'D' C • � I I—J � V R up^'�•a o0o q II �-- �.��.a • �aead: iY�'E "C" 6ACKFELL SEE S�'�C, E1— .��.3� 2 ,�i G. C. D. CRUSNED STONE OR SAND I�ATERIAL 1NlT]Ak. BACKFILL 5EE SPEC. E1-2, 4(b} OR E1--2.3 C.C.�. EMS8EDMENT —� I I—� � �—� � ,—� , �_..—� � ,—i CRUSHED STOhiE I I- =1 I i=11 f=1 I 1=i I 1=1 i I=1 I! SEE SPEC. E1-2. � —I I f—i I I—k I 1=i I 1=1 I 1=l I�= GC.D. WATER: SfZES 1 fi" AND LARGER SEWER: ALL SIZES STORM DRA1N: ALL SIZES Q MATERIAL SPECIFICATIONS SAND GRADA�lOiV SIEYE S1ZE % REiA1NE0 �zoo �ao P.l. = 8 DF2 LESS CRUSFiED ST01�� GRADAiION SIEVE SiZE % RETAINED 1" p �/��� a-- � s 3�8" 55-90 #4 90--100 uR 4�—inn THE ��iBEDhSEN7 At�D SACKFILL D�TAILS PRQVIDED ON TNIS SHEET SHAtI, REPLACE A�'PRdPRIATE PROVI540�15 OF BOTH 7HE Ei--2.4(b) AND �1-�2.� OF 7FiE G.C.D. ANa 57�. SPEC. ITEM 40F OF 7�i� TPW STANQARD SPEClFICA710N5 FOR STREET dc STORA� DRAIN GOHSTRUC710N. AL4. OTFiER PRaVISZQNS OF THESE 1TEM5 SHA�L APPLY. WATER, SEWER & SiORM DRAiN E�48EDMENT AND �ACKFlLL DETAILS � rtTY r1F F�R�' �ORTH—CONSTRUC`I�ON STANDARD . . . _ .. . F__ _ . .__, .._.... � . . REPLACE PAV�MEN7 Tf] NERREST JQINT SE� L�NGiTUDINA� JDII�T SPACI �!G No. 3 BARS ON 24' CENTERS BflTH uAYS 11ITH MIt�. 2 BARS LOHGITUDENAL IN ��DITCFl. : EXISY. CURB CLASS ' A' REI�IFCIRCEB C��lCRETE & GUTTER � EXIST. C❑ . PAV�MENT REPLACEMENT EXIST. C❑NC. EXIS7. CUl2B PAVEMENT PAVEMENT & GU�TER EXISi. J T Z EXIST, .! T � � - , � , �- - � . . _ - - - . u-� - � . �_ _•�. �� �: ,�� y_ j . EXIS7. SUB C IF ANY) IST. SUB BASE C IF ANY) �� °` REFER T❑ FIflJRES ' A' AND ' B' I'1 f,� ' /'� 1 %.� /.� !• '\� j � r;� -�r'1- ! ; � � �' ��.� � � �.1�����1j-. e • a �� � , a b' M I . o � " � ". ►—� Z�� e o� � • • � � � •i 12� • + o e� e o . � o�. �� . eo8 ' ��`a °�°o ° � �� 0 0���a . ° o. a o. 2i 27 C��lCRETE .� . • ee . e . d o. Q Q � 0 0 o V �j � o � NQTES� �¢ 5 • a � �i ` ��8 � B� p�o Q1 REINFORCE➢ C�NCRETE PAVEMENT VILL BE REPLAC�D T[1 �RIGINAR 37�PTH ❑R ip A HTNTMUM DEPTH E1F 5', 1/HICHEVER IS GREATER � IF STEEL EXIS7S IN Cl7NGRE1'E PAVEMENT TO BE CUT, THE STEEL SHAL!_. BE Cl1T AND SALVAGE➢ AS POSSIBLE. A MINIMlLfM LAP SPLICE DISTANCE dF 12' VILL BE PROVTDE➢. � 03 REINFORCED C❑NCRETE PAVEMEENT VILL BE REPLACEA AS SHpVN �VER TRENCH Ih THE EVENT t�QN—REINF�]RCEI1 CQNCRETE PAVEMENT IS REH�VED. Q BEDDING ❑F PIPE TQ MATCW ADJAC�hT SECTIONS ❑R SPECIFICATION 402, 1lHICHEVER IS GREATER. FIGURE 1 TYPICAL SECTI❑N — TRENCH REPAIR C�NCRETE PAVEMENT CITY pF FaRT V{]RTN TRANSP�IRTATi�N/PUBLTC Vt3RKS DEPT. ENGINEERING DIViSIQh! NOY 70 SCALE LCII+EGIT�'DlNAL J❑INT SPACING srR�Er gpACING t! I DTH 28' & 30' ON r� 35' & q0' �N G a$' FR�H BACR ❑F CL1RB 44' �N C�6 11` �FF�C a$� 60' �r� c�a� iz• n�F�c 6' � IB' flFF�C i I I i � FIG. 1 � REPLACE PAVEMENT TQ NEAREST JdFNT SEE LONGITU�INAL J❑INT SPACING � - No. 3 BAi2S ❑�! 24' C�NTEi2S B�17F[ uAYS NI7H MIi�. 2 BARS Li][VGITl1DINAL IN TIITCFi. CLASS ' A' R�IHFi]RCED CQNCRETE REP�ACE CURB PAVEMENT R�PLA�EMENT �XIS7. C❑NC. EKIST. CURB & GUTT�R � PAVENEENT & GUTTER EXIST. Jfl �S z �XIST. J❑ � . . . - � I �•—'i.�i ��i ��-'65' ..1�,1`t�,��. i _f-� .� ' i �� i� ._ � . , E i � `ll�l� .� e �—� `1 =1:. v�. e o . � � 12 4 • d • • o � , o o � o �' � a • ' ,° . � � � ,a 2� 27 CaNCF2E'IE O a � e o# � e P . � a o . deA � ae � a . o o e� e s •poe 0 0� o°� REFER Tfl F" IGI�RES ` A' ANA ' B" Q PR�PCISED P I P� p Q � p DITCH VALL�= � � 1 p �d � o � p Oo� � � NflT�S� , Q1 REINF❑RCED C❑NCRETE PAVE?4FNT VILL BE REPLACED TII ❑RIGINAL DEPTH ❑R T� A HINIMUH DEPTH QF 5', uHTCliEVER IS GREATER._ [� IF STEEL EXISTS IN CONCRETE PAVEM�NT 7❑ BE CLiT, THE ST�EI� S1-IRLL BE Ci�T AND SA�VAGED AS PCISSIBL�. A HININlJH �AP SPI..ICE DISTANCE a� 12' S�ILL BE PR❑VIDED. 30 R�ItJF❑RCED C�NCR�7E PAVEMENT VILL BE REPLACED AT S}iQ11N �VER TRENCH IN THE EVENT NQN—RETNF�RCED C4AtCRETE PAV�MENT IS RETi4VEIl. 40 BEIiDIKG IIF FIPE T� �7ATCH ADJACENT SECTTi]NS ❑R SPECIFfCATI❑N AQ2, V}�ICH�VER IS GREATER. FIGURE 1.B TYPICA� SECT�ON - TRENCH REPAIR GONCRETE PAVEMENT CI7Y QF f�RT 1[nRTH TRANSPQRTATION/PUHLIC V�2KS DEP7. ENGINEERING IIIYISION NOT T� SCALE IST. SiJB BAS� C IF ANY) L�NGI�'�BiNAL J�IN7 SPAC I �JG STf:EE7 SPACING uIF]TH �8' & 3�' ❑N � 35' & 40' �v d� s' FRE3H BA� OF CURB 4 4' �1�i C �& 11' QFF LC 48' ON CL6 S2' C]FF�C 6D` 6' � I8' ❑FF�C FIG. 1B � I EXIS7. CURH & GEfTTER ; � i EX I ST. H. M. A. C, PR1]PCISED SIiRF'ACE N��3HB� S2�iARS L�tJGETLlDINALHINAI]ITC1i H, M. A. C. E2EPLACEMENT E 1 1/2 ' MTN. ) �XIST. Ct�RB i �GUTTER I SAu CllT � _ � , . . . � . . ^I�Y—)�a�..�L . � i � � � z�iMq � •r � �• � �. _ o '�' � ! • r •'�fs'�'!'. r 'b _ ! p O � - - — �. r � f � �� - Q O — O � — ° 6" MI . ^� � EXISTING C❑NC. BASl� 12' o`' "� � � � �� ' �XIS71NG SUBBASE ° ° o•'' ° ,° °a' v° f2' ( IF ANY) u oe ° p�•4 ° • e e a • o • rn • • i�LASS ' A' REINF CnNCi2ETE BASE PRIME C�A7 EX I ST. H. M. A. — SURFACE SAW CUT---�, � � �r� o • e • a o• •••• � " ,••, 2� 27 CqNCRETE .� • , aQa �� REFER 7Q F IGURES ' A' AND ' B' a_ PR�POSED PIP�--�'� �° DITCI-E 4fALL Qo 0 o Q�"" 0 d l�� i 8� 1 1� �� 9 NaT�S� O REINF'[�i2CED C❑NCRETE BASE 4fILL B� REPLACED TQ ❑RIGINAL DEPTH QR TD A MAXIMUM DEP7H QF 6' , uH I CHEVER I S. T�iE GR�ATER. � IF ST�EL EXISTS IN CD�ICRET� BASE T❑ BE CU1', TI-�� STEEL SHALL BE CIJT AND SALVAGED AS PQSSIBLE, A MINIM[!M LAP SPLICE ➢ISTANCE ❑F 12' 4lILL BE PR❑VIDED, 03 REINF"ORCED CONCRETE BASE 41TLL BE REP�ACED AS SH�W�f ❑V�R TRENCH, IN THE EVEI�T N�N-R�iNF�RCED �❑NRETE IS R�M❑V�II. � ALL EXIST ASPHALT CQURSE SHA�� BE REPLACED 7p 7HE ❑RIGINAL DEP7H, MINIMUM PAVEMENT qN ALL ASpHALT STREETS SNALL B� 1 112 '❑F FIHE GRADED SI�RFACE C��RSE. O5 BEDD;NG QF �IPE T� MATCFi ADJACENT SECTI❑NS ❑R FIGURES 'A` ANA 'B' uHFCHEVER IS M❑RE STRINGENT. Q 2� 27 G[]�lCR�TE MAY BE DELETED IF HALF THE SPECIFIED 7HTCKNESS l7F 2�27 IS ADDED 7❑ THE C�ASS ` A' CQNCRETE. , FIGURE � ASPHALT SUR�ACE & REI.N�ORCED C❑NCRETE BASE wor To scA�e e EXiST. CURB & GUTTER� SEE NQT� BEL❑W PR❑P�SE� �X T ST. H. M. A. C. H• �• A. C. REPLACEMEN7 "" SUR�ACE «� �I�' � EXIST. H. M. A. C. SA1! CllT �UR�AC� � SA1! CUT I' .��.� - .�! � • �.��. - .�l � - f.� r,f — r•� �� •r.� �— r��'�.�— f.� 1 : � ! I � / . : / -�� r �:�� � 8` MI •�:�� r �:►� /'� � _ . ' /'t f,' /' a � ' /'� � f�1 . p� 0 � • � � �tt` 1 ��S � a . e e a s.� � O� � O� • �Oi - . • • � • • 0� - � p 8 � EXIST. CURB & GLITTER �� EXISTING GRAVEL BAS� ° ' �� �XISTIN�i SpIL SUBFiASE � = o a S ., e . e o ` ,. " � e ° ' - • ' PRTME C�A ° ��' 2� 27 CaNCR�TE . ,o. . : NIITES� PRQP❑SEfl PIPE—�--'�� DITCH IiALL—� �o � � a n� d ne/0� 1 �� d � � �Q � Qp o q� � RE�ER T❑ �IGURES 'A' AND 'B' Q 2� �7 C(]NCRE7E SHALL BE I�[STA�LED AMIf� ❑F 8' BEL❑1! Bnrr❑r� a�- �xisrzH� H. M. A. C. PAVEMENT Q ALL EXISTI�tG ASPHAE.T SNALL B� REP[�ACED f❑ THE ❑RIGI�JAL DEPTH. MINIMiJM PAVENlENT REPLAGEM�N7 SNALL BE 2' �F FINE GRADED SLlR�RCE C❑URSE. � BEIIUING []F PIPE TQ MATCH ADJACE�IT SECTI�l� aR SPECIFICATIDE� �402, 11HTCHEVER IS MDi2E STRINGENT O l�N MAJ❑R PROJECTS, TH� PROJECT �t�GFNEER OR ➢ESIGNEF2 MUST EVALIlATE THE FULL 1lIDTH aF EXISTING H. M. A. C. PAV�MENT AS Tq TNICiCNESS, C[JNDITIDNS AhlD ABILITY T❑ W I THSTANII C❑HS7RUCT I ON LOAD I t�G. I F A�PR�]PR I RTE, 7�kE �'ULL u I DTH �F SElR�ACE SHALL BE REhiQV�D AN�7 REPLAC�B WITH AFPRpPRIATE TREATMIENT T� EXISTING BASE ❑R SUBGRADE MATERIAL. FIGURE ASPHALT PAVEMENT NDT TO SCALE 4 REPAIR DETAIL r V �� � ���:��� . � I ��I� �I i . �+.,�N/ �4.:• L1 �G�/ •�:Yi\1Y¢�. � . � d • �:a . : ,'� ^`o ���C! /�/�� •.,, — m ; a: . , ' .: ii T ' �.i:,A. . �� .6': : � :• � .��a. :�'. 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LIST 3/��"° or Q" as appl Qca�1� ! 5���c9�r� �arpo��2io� �¢�p B- St��darc9 �serb S�op � g0� C�bow. �- PRete� �ox an� d�e¢e� t� b� Ir�sta4 1 ed by 0t'�� D - S�rvi�e �.��e • E- 81�c� Vi�oyl �ape, 3`0 wldea 6d' a'�ove groun� F � At'e� to �e �ack�d 0 9�� wl �4� gan� ���1! � �C� ���E� ������� ����Q . i� ... i�i��'��...2 �f-�7 ��ter��o �2-07 Const�'uc�4on e i � I � '`�� � / � ,,�,,: �,�.,�i,., �..Q:,,. r : -�-. �.:'•� ,.:�,;,ti7o..., �{ , . �'.- � ' ��j� : ' ; �.. . e :� ' o�D'r Q �/} • •� �i . . ,�l . /� a .�.: � Y • . • r' . � :�.; •• �' •'�;.,� : Y ��.,�.O�:O� r _ i,�,�,`;.+�e":��. �:�;��i��+. , , , , . . .''� . .''.► ° • � _I � � + _ .J.n.�r'r Raadway Base Valva Op�rating �Vut is ; Ire �'han 3' �e10+�+ Pave� ��t 5urface - Provide '-tension 5tem �0 1' Be�ow vement Surf�ce. � � i I , � � i -- - - - --- � i ~f � 1 �l f f I � � �� + . — .,' ,� a i T Perta ins ta Ai 1 �e 1da i ve 5 i zes �" Thru I2" � d � � � '� � Surface Material � _ /� // � Q. ��� � �•' �� . �. . m��a^:�• ...; �: � ..� . s � � i • :� '• �' + '�� / /' `�• �!•.,0•; �.:�r;.i� O ii' �,• �: ,�s�'• •m• . B%� • �� . , �, '� � ..'. . �, . .' ..� • �� , . � �� MclCiniey Iran and Steel Lo.� No. Y85 three piece val�e bax or equal. _ �ate Valve Torque 6oi�s prior �� �� to backfiill. � � � "1a i r��/ � � iY���,�� G�i� ��LV� ,��D ��X, ��i�NS I�N ��� �1 D�T�4� � �I��1�� � io�� . � � � 1-IOMaterial E 2-►tl Car�struct ion , _ �s I �••• .. • � �Q. d • :� Y G A ' o ' °': d•� . �a� i: . �, � �Q� a. . ' ' q a, �- ' =�p p. i �_'` .. '. '� _I .. � , �' ,M j�l��, �` Ir� �_ � �I I 4 I� ` � ',�� / I / — � I � � � � �1 � - '_`�r i� '.• y � � ------�-- - -^ ""F _ � +'/� � -��" —����� � , i 40. DQ. ' n [ �C� � �h e. a.� ��� roTC S . "':,•.��:�._ � GiNCNiIOp I81LL f .: �,'�. "`�:': O � ur� 4 a ._C.�:.qy 1, y'(�y(— A ' � [ —` ` N � R � � f , nr; ��lj� -��.. �c ���� ��� i�4 i72" �.. yd.. �1.. i�.. iy •�a �� �� � � : i;; IE" 1C' 27' l!•' 12" SI i!Q" t" La�� 1Z^ I]^ I�" �i' °a � ' 1C• 1z^ iR^ �2•' �2^ 56 S�e•• �.. �y�. �_�. i2•• Z�^ ei• :c•• ��•• is•� ra� �z•� it•� w sle�� ,.. �.. ie.. �„�• �c•• td.. ��.. I • .�:i ia�� �e•• �a•• �r• :c-� �o• jo�� ia•• �r� �x�� �z•� eo ve�• a� i. .'• :�'.':.: • � ie� s:�. rr� iz�. Gr. sa r�a�� �» �:» �e�• ra�• �a^ :�,• �a. t; ..,�q�', . r:� �:.. s,,�. b.� ,5.. r. iar )�m• 5.� r�.. �o•• :a• sa. �ff� „t.. •1' �•a•'g' •B'� � �tl" l6.. ��. ir�• im' i2f S/S" �.. yo�. tw• t6.• 4i,. 1�.. ,�. ,} . :4,.. �� s iot„ i�„ j2„ �6" ,,�. �: '.a�,Q�... � y�. Sy. a•• g• is•� r�� ��2�. �.. _ .. t�• • • 1 Oi.�tiien• �re e�w� an e�r�:sa� Carl:�� 7�1.. h�� • . •• •' 4 .�a rf�. co, ar.,��s �o. el9f. ww 1-x•6�. o, • ��o�,J rr.i4�d S"�I-T0. li'• ��ta w�.e �ia+.iun� i�� r' . O an �ra�I a+ Cauleg �e. 10� �..�e+ IG ++� _=• +/! },, � • SW` yye■ rai.� 6iwntiio�/ ur :n�e r� Ors�nq - - u. t Ma� 97-il�Sd� uua i=-�7-l0. .o' � �o �a �. - � •. ::i::.',' " •.�.�:.. �.•I � �.9;n: %` � ,1��` , � � ��D' �pNCRETE TOP VIeW� L�55 I�idHilOL� --" � i '' �' " COVEA AN9 Rlkl iPESTA�L.ATiON ` ' •'r{y..:9. �: ,, , . . I p• - I'..' .' � o. :; ' •�.. 00, i..::� ��,6 '` i `° i � , �; � r 't• . 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Q �� �•'4- 1500�' Concrete I �. •�.t•;T �•�pi �'�.r"�, �j�'�•t � . .. : .i ,� • � I �% � ��,J•• - , �S . 1 ''- ' . � �+.r'd = �•�� :_' �� ' i � '' � _, , ; Y'•',;Y••.; � tl I { , -:"•'' � =;� � ;;;;. ;.� Be�d I � `r ` t�X�t P .r� ;. �:'`'r.�;; � - -� _ � ••�••p•� � ' ••j'P �•,O " � � "E" Iy�OQ� Cancrete � � 1",^ • .. �� ��R���f�T�L ����K1NG T��I�� �'�Di mens i an "'Xr' �lay Uary I f NeceSsary To Provi cfe Bear i ng Aga i ns t i3nd i sturbed f rench Wa 1 1 1 �°-� 15' 22" - 30' . 45° 96° -T Tee �iPl ug _�.� . r�in. ,•��x, r�an. �Max. �Min. Max. ---.�{ir�.� Max. i Min. �9ax !'A'" Ar� Ugl "R" Are� Iln1 , "`�„ _.Area ..yol , „�i' Area Vai . � " '� ' area .9a .8 .a5, .95 -9� ,05 .g5 .�o .a5 .9� .Ez .05 l.16 .� .05 .gp :� .�� .9$ .ga .05 r.QS l,fo .05 1� 3 r,99 .05 t.19 1.�+1 .05 �a . S . p5 . 95 . ga . a5 1. 4 ► 2 . �o . a5 _ t . �6 3 . �7 . � a _��' 2 . 4E . t I .90 .� .05� i.26 1.6+� .o� �.79 3.2Q .1 2.1$ 5.62 .2 1. 9 3.�� .15 _ _ - _ _ ., _.�� - - - I.iQ 1.2 .Q5 1.4$ 2.3D .1 2.14 4.5� .2_ Z•83 �.00 .3 z.3� 5_�5 •2 . �.-- - �.4� 2.0 .1 2.00 4.00 .l z.�3 �.oa .�+ �.�514.10 .65 3.�6 la.oa .5 �.7i �. lo .2 z.54, b.2� .3 3.5z �z.4o .6 4.7a �.oa 1. i5 3.9�i5•55 .?5 2.2�_ �+.50 ,z5 _3.ao 9.00 .5 �.�5 I�to .95 5_.6� �Z.oa �.�� 4.7bz2.bo t.a5 2.bb 7,1a .55 3.7� �.z� �.o �.3o z8�.2o 1.75 7•OS ��ao 3•�+ 5•9� 35•33z.1 � i pe X�.. -�, size �irn. . - - � � t= �„ �. � ��� - _ � , � �" �-� , ia�� i.5 I 2" 1 . .�i � ��� z Z�'� 2 � 2 #" - Z - 30" 2•5 36" z•,5 �.33 10.Q0 .iS 4.5o z��0 1.� 6.35 40�80 2.b� �.5� 72.Oq 5• 1 7.2�>> .�0 2.g5 �+Z�� .. 3 �. 2 13�1..2 � 25��.bo .�.i�7�----- - -�-- �- q �.3a E�.oC 4.75 '�8,� 3 �.3� t�.3o �.6 6.00 ,36�0o z.9 �.�8, �a .4 � � . i4 r�. � ia.4 q.�o �0.03 �.�� I � j�5��, -�.0 4.0o y2.5Ga.DD b.70-��QO �.�00_ g.�y0 S�.QO 0.00 i3.U0 �7,n i�_n 10.� 1�5DQ12.aC . .�, .� - - - H�`��5: Minimum areas shown are in 5quare feet, Valumes 5hown are i� 6t�bic yards. Verticai dirr�nsions af a1] biocic bearing areas �ha11 be ide�tica� to the i�ori�ant�l dimen�io� �hown. � ���������� �L��� ��� ����� � _ �___ P.S.�'. soil bearing value. 9� ��� l� a 1 � ��� �� � � � � � E�i- ZQ Material ]�io]8 E�z-�0 Constrvctio� ;/ ,\ b. . � �,.•� � ' � `;'•;� ��a?,•`'; . \�7( •` �.,r��+`�ti`�� � l 0# Concre�� Seil Bel! Bend .` � ~'^`+�• l�1�'�•� .J � i.�ti.�a, .y: � -�..�:.'� `• .~1 r• ��.�� �4 �U���� ������ d����� Be1ldBet] � Be�d j��aryr C�f1Gi@t� Keep a m� n. af 1'�Q" eiearance �ie#ween conc. ar�� Jo i�ts or bo] ts or� �• 1 • � � #��• c�- in excess of 1�00" , jetaiied. M. ,�. - M. J. Bend _� ` � a. �' o ,_ � a�a _ _ � o s -` �1 r'°'�''�.�``"- '�! � � '1 .t , � i. a t„ �yqi �� �. wr�'��r'4t �� � �� � � �. ��vp• ��piE; Trench width: 1, pipe 24" i.d, and smalier � Z4�" or o.d, �- 12" wh i cf�ever i s great er. Z, Pipe larger than 2�" = o.d, of Pipe + k8". 3. Cra�te 5ha I i extend a mi n. of 6'' beyar,d each side af pipe. o�� 4�•'•: c` "���.'���� � �� � _ !„�;�'���:,r:�::.a.� a�,y��' �� :,,4 �� ":�`; fA � Y f,S r� \7 ��.�.�.; :'.:ii�t � r �pi �� '� Typ. / � • j r"'�`i a''I j� /���;+�-'�..! `+�: l.'.r� r �+,y �i i ,�; �' �' � r�'.'%� ���� •�T� ,f. :;r' i, . r'�.�°x. 6'. Main -,- t _ �- ,-- A+. i i1 � �� ' : :V' % �;•�i 'S ='r , '�:,.�:;�.-.��=-`•'i�,�r'' _ 1500� Co�crete * •� ..,''" ' :7 r� �*� �" �: + i'.+ �Q��i���llC�� J�IIUT Main � � - --- �- -- �� _ _ (� _ -- - �- ':.`='i;'••;�.. � �.. .,....-�,}� , . �, ,.yL.;1 f'..1`t:,r,�"r, 1'_>�Q ��.��.:'IP.�.}Yy aA'li'4 �•J,y. %ti• . �r� �; • F..•. r. . Ir- . . ",� .t • . �a.A : �lG101 �,.r'• , '.�+!;-,�; ; �. ;�' �f•' . �j. � �� . .�,`�`. �r, ..ti ,,•r i� .+e�•� • �,�r' �,�, � � � Lf.�i ; f� �� L^ •i� ••i:. � � ii!' ti 1 •; � • �r,'�:. � . ��Cr �• �� i �Y'•''� r 1 �.�: ?'1• , +' �•.r': r T at. °'' .=�}r ; %� "• � G,� g si„ . �.�� ^�ti" � �r-• � - 2� a0�� � �YP• ���� ��� s�ic7�T ����� � ����� ����� L� m �Qt,e; When cr�dje is 5}inwr� or speci fi ed for �nstal�ation on �oncre�e pipe t�e fuil joint l�ngtl� vf the pipe ar fitCing sh'�� � cradled. ������ �� E �-20 MaCeriais � 2-2Q Construction Class "B" (�5��#� Gancrete #� Steel �r • �. . . }I ; �. � • 4lrap pipe with , I 1 S� rovf i n g f e 1 t �� �, I! '� . - Form a5 necessary �.l3 �EI�D5 9D° ��° 223 /2° 11 1 /4� � �Voi. Req'd. C.�.-- 39.99 ZI.64 ]1.03 �,54 A F�. 2.50 1.a2 1.Q �.7� 6 � F�. 4.0 3.88 3.�6 �.75 -- C F�, 4.0 3.�� 3.36 2.7�' e �Vol. Req'd. C,F. 71.09 38.47' �9.61 9.85 � A F�. 2.83 1.G� ].5 7.D • 8 B �t. 5.0 4.� 3.6� 3.� �� C �i. �.D 4.8 3.5� 3.2 � �'Vol. Req'd. C.F, �1�.47 60.�1 3D.fi5 15.40 � � A '�t. 3.25 i.9� i.75 1.5 � �� � ��. �.9 �.6 4.25 3.ZS o C ��. 5.9 5.� �.25 3.25 � �Yol. Req`d. C.F. a 159.94 86.5fi 44.i� Z2.i7 .v� �. A F�. .` � 4.I7 3.t 2.42 1.c 1.4� 1.25 a 1� � ��. 6.2 6.0 �.54 4.2 __ C Ft. _fi^2 5. 0_ �. 54 4. 2 .- �Uoiur�e calcu�ated an the bas�s af cancrete reac�ing �hrust on �he respec�7ve bends under _ an in��rna� p�essur� �f 1�0 �5�g a� �he rat� o� 1�0 lb. w�. pet� c�. f�. af �an6re�e. ; ��A� �L� A 0 ' i i i I ; 1/�RTt��4� �IE- �o�i�V �L�CK d�i�l� �f � � I � � � � � � �1-20 t�ateri al •� � , ]-1�7$ ----- - ���20 Constructia� ,,.,. . o a:: .o a, �: c'a . .�4 ' � I \� ¢. :Qa I/� f6 •'�?: I I �I / I � � - �� � � i �� I ! i ���� I `���. J�'� '�,,� =p: / �: Ke�� co�cr�efe e1ea� af pipe joints and boits '`��� `��`; � ��� ' _:.�, � � � � �' . i / i� � ' �b� '�.si'o� +�; �� • �r �� u ���� � Q,uant i t i es wi 1 I be spec i f i ed on plan� or directed by Engi� neer. Grout ❑ver expo5ed f� steei straps � R . .�! � � • : I � �''�'�'�� #4 Bar Steel StrapS � �� variable�quantity \ depending an thrust. Keep cnncrete � clear of pi pe � jai�ts a�d bolts : � � � ` : P.'t � � � !� .�.:.�: � 'o• � ��i. � w�'~� � � ' � � . �'� '� ��` � ,r � \ 4 � �,� � �� � � � , i ° '� � � �; '� ��� �, � '=�.;� ���c�' � ` •.Ff �qe .� � r�► •.�1,' �� �\V /' : . . l • �� Q,'� ��`�' B I . •v tl57! �: p. ;. '� ' ;r %� � � ,-.�F bars bath ways '� _ 6" c/ c ��' , �o � � � � � � � � � 1/��`�i�AL �D��D�"�N ����� ���� �{{�� 1 � �1-20 Materia] 6�` 6� 1 � Pn_�n Cnnstruc#ion Form as NecesSary � z5aor:' �ancrete a I �" .� r� �'� � � ' � �" F, �+ � � � �ti� � � � 1 � �� Keep Cancrete -. ' � Ciear of Pipe . �..�,� Joints and - '�� - u, '$� . f �0��5 0 �� / i / . � � �- � � / / � � % � Provi de Formi ng as hfeces s a ry 2500n Concrete . ' r � � .. • ' • � Qi� P- .: _ � ': _ ',+ � i •'a v `':., !:� / i � `� ;•�: � � 'F :,, ��� :4�,•�� w� / ''" / �.�'� . �':. Bar3 �ntf� Ways b" c/e ,Q.. . /" ���� � Quant i t i es wi I 2 be specified oR detail �1ans or direeted by �i�e Engi r�eer � ��� ��1 �� � � V���l��4� il�-D��IR� �L��K F�CU�� �� #� Steel Bar 5traps in variabie q�antity depend- ' ing an thru5t. � -1�]$ . � i-20 '4ateri al ' � � g 2- �0 Cor�s t ruct i on / 1� �i , � , «t , �r �r �I � r! � �1 r� rr � r�f � 1 I � i jl f � J — ,A� d��� , �� � .�` . �.e ...�. Ya. � PrDV i�� i�.� t�� :.;o�o:A�� for C.I. pf� or _\\\_���=�!� MJ � 1 1 oal t 1 e� i r �� f OI' 6Df1C. � 1�� — �i�� anc�ar eo�p� 11i , _ _ _e va,.�. p9�n , - -,-- _ � -`.�-- ;; . ��- �\ - •� � �. � ��1'� n\ : � � 3�" R Cut�out in Grade �i i ngs See Fig�re � �� . . , . .. . . . .,.�� ,�ti � .. � ��'''6:' �aR:ooa.,..; ., •'a'•4' o p r • a:� - • ��'i•O m •"� • q '. � � s 6'O `•' p'-` � � � �5 ����_"j���ii�—���`��� II ::, _ - - -- �'�' . ��' - .-�.. . I� : o � to•,. :O' � �1, �I' io f�o: ry„� '. �,p " 9:1 u I , , • ; � �� , . • : w Il� ���i� { ' � � •W-- _ � . � .,a 11 ' ' 4:. �11 � O.��� e�� 1 2500# eoncret��'a 111 � � �'"'. ': ,� � suppflrt �� :a ;�, Mortar ���: � 1�12 � �O �: p-0o.ti '�` - -. �'A• ; � . �m. o., �;' e'�:,o.•r iy � ����«t =11ti =111�11F+ ; �� 1 1 ��' � �� � �Ref: E 2-� ; 1EI I _ _ , + � ;4:� �" h4 i n . I 111 �° � -� _�_ � S 1 ope a s ��• �.ed ge I-�,� �'.m: � f l . �..: '� .:�-` qr� 5}lO�i+(1 '� �'�— ' ' ' _ . A1 •.�•! l�� : .ii. .} • .�::r-•rh e �� ��'fww- tp�,^ .� 7 � ~ � '•� .�q '����', .�� � � Q11 - .�.o� 1 11 I ! 1fl t��� � :.4.:: � �• .. �A� 8 _ �..j., 4 1� � � -- � ^ — .� ' e - • �►� � . � .�. � . .9r. , .i�' �t� � ���i \ _ � ;j — �� ���� � a:.� �a� s e'_. :�• s _� , F1J G�te V�IYc � � l�`� �16'��" � • � i a. . ��� �qin. �� 5��1 Qipe t� �all �ioi� �ut-o�t wIth �o���hrink ��t�� �q�a�l �0 1 part IAlce�te, i � ���t e��n�� � �a��s sar�d. Z �Ya t 1 s�f 6�15`L'iSJ�� lOfl sh�i i�o��� ta �igu�� !�� 3 Class "F" �+��a# ����ret� wit� Ibo. 6 st�el b�rs spaced �'+ �/c aaeh way. Ste�l �ar � _� �p �y �q �a�er go be �" ��fl•� 3" �x. frnm �ottom of �o� 51�b a�d fram top �f �floor s�ab. . ��Fi1����6d ������FF I��� `�' . � DIAI��`��R SUhA� [NANH��E ��i��L ; � j��0 Material ' � I � � � � � � E 2�20 Canstruct ia� , _ . �R — -- � _ �— '-- �—�� ! � P{CI , �—�� � ���� l � _ .� _ `�� n�.� .� _ �` � ��, � � � �� , , ` � . . � � ; � 70P OF CONCRETE CONE I IRI C ELEv TiON L�� ���5►+ . , � .. , iA0NOL1TFpC CONCRETE OR ���. �-Bty' � ,� �� I A.S.i.A1. C-479 PAECAST • I REIkPORCE� �AkHpLE S� � a •: SECTrONS oR �qu�, �:' .:+ I ' ;, R�F.E-�-�� � ,• I � ER�IA-5TFP •�00•2. � I � .,' • � nR Eou� ,u� i I ••. AGGERED �S �:. '� �Own •; � ' + ' �h . �;, � � � �. � i �� . � � ., � F � I 5� � I A -�-m�rt� •:, � . � ,; . CROU� i� PRECASTI �- � ••�. � •.1,. : • :• : • , •: r �: _ :e. :Q��.��. ' �.�'+-:�,.;� , r`: . :�• ' . . . •r '•• ' � • I - CLA55 � f1009•F CdKCFlE7E ' tQ �' OIA. FOR SfYuER pIPE UP Tp 21" �I�1. ' S' UTA. FOft SEWER PIPE UP T� }9" pIA. FRk'UI� +46'O Y4" S11A COvt k�G(IPL.EY �RQP1 1FORK5. lul qP1IH PICK SLaTS OR ;�,_ RFf � F. 1_I4 P . , 4 [A - 2"x8"XY4" t.Q. PREGAST RE�pIiCED CONCt1EiE CIiI�D� RnIC5,CONFOHkvNC i0 A.S.T.Id.. �. 478, 4R EOUN. IdAY 9E Ii�Ep PI LlEU 0� BRICK. CJ�STNG N+� kIE�710.E LIQS - z 'o � I � , m�z � 0 8 � :: � , � . � l�',�RAp� iQ EXTE� �ETE ,;���f, _ I TO PIPE BEl.L I � ;' I- � , �.=� � A-A .: : H '%' q � . � , :�!.• '� ,"% B-� � STANDARD SANITARY SEWE� MANHOL� _, (PRECAST SHOWN7 � NDT TO SCAL� � i �' _ 1 � �� - , , ---`� .I , - , .�., coMPAcr�D — � � � � �. ,�r,� C�AY OR � ' � �-SACK CONC. �' " - " � � � � � � � � � .. . . _ , �.�. , _.�. - � .� . - . . - - .. . _^,� „ - i--- - �� - - � EMBEDM�NT SEWER MAIN �L�� ��M P���1�� �w. T. S. _, —� _� , --,�, -- _ , � , � , � f�1 I 1=I I I=: .,�11 ��=; I I I=� � -' 11=I i f � 1' I1l; �Il =�;- - �.- � ;I= �� � - � - =�-I I COMPACTED � _ � � -�- ; �_ 3' A�f1N. CLAY �R 'J t ; '~ ,' -- 2-SACK �ONC. f � ; � - � � � � �- - ;�;.� _ _ 6p MIN. BEYON� � � -f NORMAL TRENCl� � �- , '- 1MD 7N AND DEP TH ��� �_ � SEINER MAIiV ��AY ��h� ���i1�N . � N.i.�. „ �,� .S �� �� %�� i i 1 f iI 4 1 � � � F f t i � � �LA Y �,�M CONS' ���C T�IaN �� ��.� � _ _� _ , � _�_ � , �.ol ���� � a r r� 0 n� � �1 � � 4.0' � _ _ ._ . � 9 � . . . � `� l �i .__ � , .'��.�. . •I � �$ - � d AE� AAS TYP . - - -+ � � ���Y� . � � ♦ j fi- . �US� 3QOQ� CLASS % / � � �� -_�j. lA CDNCR��� . �� � � � � 6 . � `` ` . �� / � �' ��~ �\ 1 . I � ` , l- 1.t � 1 I � � - - � . �. 1 . =�E` ` .� •� � � � � � � • �/ �� �� �_ � , ; � „ � �� �-`� ��� �' � � � �. _ . � .� � , d ,�--_ _ _ $— _ -� __ _ � CONC . �0��.�A � H€IG�ii' VARI�5� � CHAM��R iY�, — e � 6 �i�1ar. P�la�. � _ a l� � � i � �A�[%ND e� � � �-��� �: � � o � _ ` - ` �' �� i •�� �l ,.� �,�.��n ` . � - �'f,�.d�t R�NC � . � 4 � . s � . • � � _____ — 5� �{�N_ �'.�� ! �'.�� � : ' • ' � - ' I�Ab N�CK . . • 3' MIN�MLJM C'A.5'� ! '�'L��� �'N�l�L � �Xi�iY� iD i�� �F �' �i �ONCR��� � � .1,���,�A �E�. J a • ' � •� � � G'.4��' � . eu — —- � OLL.Q� Sh'stLL �.r��'NO :� ° �E� �h' "'TT�e�d OF L�M��� GR,4�" R�NG �"_: ���R ���. J SE�T� F��UR� 12� �oNCR��� M�N�DL� D�TA�� --� H�IGHi V1lAIE� C��I�AR . Ei-20� �1 Mb,�'EAIAL �2-20.2� C�NSTFiUCTION � ..., �.-,,, � � } _ a v � - � � •` 1 f9 � � � �� �� � '� �� � c a � � v� ..� . � �' °' I � � I� � . � � � � � �� � � b �� ` � � . � m N � �� ti D � } � �-r n�aawav _ . "� -- � � � � � - _. 01- ,, -'I!„�►o'�II�A'+�1r1i �Candard � ..I�r _ �urb � Gutter� � � � , / �'' !� �,' .��` . :�:— a';'f :�� ! .�i " �.• I� ' � � � �. �' • ( i � � �'��•" ;�� �• y ��•••� • �� � � N ry .. :�,�• d . _..�^� , / 4j L 'Z 1 .,L}1 � � /� � � fC � _ [7 1� d � ' I r_ � � � i� � � �— / � � � ;� � `� � � i � � � �,� 1 �� � � �� �� 1 I_ � ��adwa�� .o �_ _� I . �:' �i n. �WaterC i ght� �P I�� _ . � � � ��:� �. - � .,., —_ .— - • � � � �_ � � Grade # . _ . '�F" � ne� Mi r�. � . _ rGon�Ser�i c ��_ P^ p _ - � . � _- � �If C.I. Min, Grade 1� I � � ti� . � I `� ! �S�rvice � �_ ^_ . �_ Standard Curk • ` G�tt�r Seet i c�n � ! _ / � _ � __ `�.� � •� l.i �e �� ND�"E: �e�s �li i 1 �e l�sed an Al l�e�vice Li�es �or����u�i�d At S�m� iime As Pub3 i e 5�+r��� '] -] �%� �YPI CAL 5�CT10N ��. _--a No�e; �mbe�ment and backfill a� r�quired� for adj_�cent �ewe� main sE�all be included ir� the pric� �id �per sewer se�vi�e camplet�: in p�ace• � � f _ �� � ( � ) �e�a��° ��rva€e �ir:e lac���.�n � �a� �� ��xke� �ai t� ��� v�fly� ���� �� �eas� 3 n �ri d� �nd I� r�i� thi�k ��°���i��d �� �€�� eflr� �i $t�� �eP�i�� an� �x��r�da�g �fl����F� t�� ���k� �ili � t.�� �c�bfl� � h��rs� �e�va�� ��r����ta �n b�hir�� ��� p��p���d �u��. ���V��� ���� ������� ��L76�R� � i� El-9 Material ���9 Construttion � , � , � �xistir�g s�rf��� �a�k�i�I �s 5��6If14'� a.�-� y � �T�•. ' �.__ - . � � • '��i�'rf --�--.'i'N�,'u ��rt�7lrx�Tf�; , � , . . . � i r . , � • � � , � � � , . � � � � -� • � ' � . � � . � � I � • ' fl � . ' . � � � + �U ! � � � � , � � � � � • , f , � ` • � � � � " , ' dl � � � • • • � , -_�_ ; ! _ � � �' : • � .T• �� �� • � � � , • • � : t • . i �' �'� y5 � • � • � . ' • • • � ' y't: t 1�'..�' � • ,�'�}.•�._, � � �� y.�•� � . `yyfa;�:•,'` .+, �4�''��,�'�• � • �'l�.n"' . � '. �{•`��r•N' •••' •�', • � f � ' ' ' �� �#f '�`� ' 'M � �=Ti.'�+r,. . � • . , •` •�ip':'S • • ' •�. �• '� - . ` 1 •� t • • • • ' Y . �,� �� , � • �•' •�;�`�4'^`r � � � ... { ti f..: � *� �4'��in �l� ��•� y.M�' ~ � �' �•� nP! 'r L � �� • • "J C� � •• • � • I i f� "+ � •�•� Q�` '� •/ �[ ':�Y�v-� �� ' , � �� »;�� `. ',•,F �' ; :.,,' ,�, ��� -� � ' •� � � • • �, : • i�� 1! . �; :w�V- ti+� _ ♦e••��' �..�. . �Y`' � ''•���•'' • ��,�� a ��' � � + .� . ,'_ � : � . �'.,, �' `��a r _ •�. • .�i- �' � •� IL' � . i� • � � � ;�•. ,.�, �...� -;:�:�•:. � . ' •' � , �,.�: �. _���. • .�. •'d . •.r ;-, x• 1 _ �.� ,.��- �• ; : - � .��•,.; '-. . : ��., db: s � �J .� ` �:�•: �'�a �� . . � , ''. ': v'r� d• , • • �": •r �� : �' - 1 r� • � .i 1i=dl�� �il�ii� , �I;11 �; y'i ��Tj! , yi� 1� '=��d _ _- . ..- - � ���� -o� �f �" mi�. dimension. b" max. tar pay purposes w�en bid per evbic yard. � 6s' min. dimen5ion. Max. far pay purpc�ses snalt be �" t��� ma i ns 2�" and sma 2 1 er, 9" on ma i ns 30" and' I arge r�, when bid aer cuhic yard. �3 4" n�i�. dimensior�. �" max. for pay purpase� r�he� �id p�r eubi� yard. � ���55 '�€'� ���d# C�ncrBte. ; ti �� ������ �_i_�R ���������� �i���� ��� �����i.� � i-7 Material E 2-] Construction f � I r ___ ____ ___ -__ _ _ _ _ _ _' . . . .. . . __ _ APPENDIX B I! � i�4lLF�0�1� ���MIT°S UNIO{� �/�Gl�l� �AILROAd C014�PACVY Real Eslaie �eparkment A. �. Uhrich Assistant Vice PresPdent J. A. Anlho�y Oirector-Contracls D. D. Brawn Director•Real Estate M. W. Casey General DlrecEor-Speaia{ Properties J. F. Gade Directot-Facilily Management ' u�oH 4 'PA61F1[ I �,I� �,I���,�1 1800 Farnam Street Omaha, Nebraska 68� 02 Fax: (402) 997-3601 August 31, 2001 Folder No. 198Q-b4 MR. FRED 5COTT FT WORTH, CITY OF IOaO T�iRDC�CMORTQN ST. FT. WORTH, TX 76102-63I 1 � � ,]. L. Hawkins 4irector-Operations 5upport M. E. Heenan airector•Administration & Budgets b. H. Lightwine Direclor-Real Estale T, K. Lova Director•Real Estate RE: Proposed 27" Water Pipeline Crossing of Railroad Progerty at Mile Post 243.40 on the Dallas Subdivision at or near Ft Worth, Tarrant County, Te�cas. Dear Fred: Attached is your originai copy of our Agreement, fully executed on behalf af the Railroad Company. When you or your irepresentative enter the Railroad Company's property, a copy of this fully- executed document must be a�ailable at the site ta be shown an request to any Railroad employee or official. If this construction is to be done by a cantracEor, before work ean begin, the Contractor's Right of Entry Agreement must be executed by the contractor and returr�e�i ta rne, together with their proaf of insurance, as provided in #ius Agreement. In accordance with the term5 of the Agrecment, you are reqaired tn notify ths follovving Rail�road Company's Manager of Track Maintenance and the Fiber Optics Hot Line at least 1 Q days in advance of thc date you plan on entering thc right of way for further instructions and approval to cammence construction. Mr. Charles L. Cutrer, MTM Union Pacific Railraad Company P.O. Box 2368 Rm. 305 Ft. Worth, TX 76113-23b8 �'�one: 817/$78-Q843 Fax: S I7i878-�Sb2 Fiber Optics Hot Lie�e: 1-804-336-9193 :l FT W4RTH, CITY OF Page 2 As a.n additiana! note, the casing and carrier pipe rnust be pjaced a minimum of tvvo (2} feet below any existing fi�er aptic cable, Any open exca.vation required wit3iin five (S} feet of ths fiber optic cablc must be dug by i�and. A11 future insurance notices should be forvcrarded to: Real Estate Department FoZder No: 1980-G4 Union Pacific Railroad Cornpany 1800 Farnam Street Omaha, NE 68102 Ifyou have any questions, please contact me at {402} 997-3523. Yours truly, ` .�� M Gross Contracts Representative �1UDIT .^������ Pi X 940206 Form Appraved, AVP-i.aw Folder No: I980-b4 PIPELTI�IE CROS�II�G AGREE�EI�TT Mi�e Post: 243.40, Dallas Subdivision Lacation: Ft Warth, Tarraz�t County, Texas THIS AGREEMENT is made and entered into as of May 9, 20D1, by and between UN�ON PACIFIC RAILROAD COMPANY, a Delaware corporatian {hereinafter the "Licensor"), and FT WORTH, CITY OF, a Texas municipal carporation, whase a�dress is 1400 T�uack�arton St., Ft. Worth, Texas 76102-6311 (hereinafter the "Licensee"). IT �S NiUTUALLY AGAEED BY AND BETWEEN THE PARTIES HERETO AS FOLLOW5: Article I. LICENSE FEE Upon execution of this Agreeme�t, the Licensee shall pay to the Licensor a ane tine license fee of FIVE THOUSAND FORTYeTHREE DOLLARS {$5,043.00). Arficle II. LICENS�R GRANT5 RIGHT. ln consideration af the License �ee to be paid by the Licensee and in £urther consideration of the covenants and agreem.ents here�n contained to be by the Licensee kept, observed and gerformed, the Licensor hereby grants ta the Licensee the right to construct an� thereafter, during the term hereof, to maintain and operate only a 27" water pipelitxe crossing (hereinafter the "Pipeline"} .l in the locatian shown and in cos�'armity with th� dimensions and specifications indioated on the attacheti print dated April 24, 2001, cnarlced Exhibit �. Under no circumistances shall Licensee rnodify the use of the Pipeline for a purpose other than the above-mentioned, azxd said Pipeline shall not be used for any other use, whether such use is currentIy techna2ogicaIly possible, or wkether such use may come into existence during the life oithis Agreement. Article III. CONSTRCICTION,1YiATNTENANCE AND OPERATIO�I. Ttie grant of right herein made to t}�e Licensee is subject to each and all af the terms, provisioris, conditiasls, limitations and covenant� set forth herein and in EaLhibit B, hereto attache�. .! Article IV. IF WORK TS TO BE PERFORMED BY CONTRACTOR. If a contractor is ta do any of the work perf�or�ned on the Pipeline (including initial eonstructian and subsequent reiocation or substantial mai�tenance and repair work), then the Licensee shall require its contractor to execute the Railroad's form Contractor's Right of Entry Agreement. Lices�see acknawledges reeeipt of a copy of the Contractor's Right of Entry Agreement and understanding af its tem�s, pravisions, and requirements, and will inforn� its contractor af -the need to execute the Agreement. Under no circumstances will Licensae's contractor be aliowed onto Licensor's premises �ithout first executing the Cantractar's Right of Entry Agreement. Article V. IN5URANCE A. The Licensee, at its expense, shall obtain the insurance described in Exhibit S-1, hereta attached. The Licensee will alsa provide ta the Licen,sor a Certificate of Insvrance, identifying Folder I�o. �980-64, issued by its insurance camier confirming the existence of such ialsurance and that the policy or policies contain the following endorsement: UNION PACIFIC �tAILROAD COMPANY is named as an additional insured with respect to alt liabiliti�s arising out of the existence, use or any work performed an or associated with the 'Pipeline' located on RaiIroad right-af way at Mile Post 243.40 on the Dallas Subdivision, at or near Ft Worth, Tarrant County, Texas. B. If ths Licensee named in this Agreement is a public entity subJect to any applicabie statutory tart laws, the limits of insurance describec� in E�bit B-1 shall be the Iimits the Licensee then has in effect or which is required by applica.ble current or subsequent Iaw, whichever is greater, a partion of wiuch may be se�f insured r�vith the consent and approval of the Licensar C, A11 insurance conespandence sl�all be directed #o: Folder No. �.980-64 Unian. Pacific RaiIroad Company Real Estate Department 1804 Farnam Street Omaha, NE 68t02 Artecle VI. TERN�T. This 14greement shall take effect as of the date first herein written and shall continue in full £orce and effect until terminated as herein grovided. Article VI�. SPECIAL PROVISiONS �- N�NE IN WITNES S WHEREOF, the parties hereto have caused this Agreement to be execnted as af the tiate first herein written. U1�tIQla7 PA�IFIC RAILROAD COR'IPA1�Y By: C� , C�.�_�► '�-.� - . Nlan�g�'r Uti4ities �+"I' W�RTH, C,�Y �' • �i,��`7� � - � - .�,�t�i � � PLACE ARRQW 1N�ICATING NORTH FOR� nR-0404- B D I RE 'T I ON RE�.AT I VE TO CR0551 NG ,.P kEV. 5-- 1 5- 98 �;���a T T�''� y `T www.uprr.com I `�/ �I.li , ���JL./� L \ �� \ p��l ������� a�v� ]�Il�]E]L�I�T]E �]f$����liTG . � ; �.�-� / ., �v� NOTE: ALL AVA 1�AB�E D IMEN510N5 ML15T 6E �=w�� NO SCALE_ Fi���n IN 70 PROCESS TNIS APPL[CAT16N. . I I ,�, _ a�"/ � _ A O � o �� RR� S R,W 4 * . � ���1 � 15'``� � I �r" � ���ry � ��WFT. '�' � � � ��p�o r�� � �i . r. � - aw�l.�„ FT. '��'ti _ �� f �� pl� ,.'s (SEE NOff 3 8 5y � (SEE NPTE 3 8 5) S�l.. ����FT. �� o r •.'I = (a riY> ° :� ", • J 1 " 1` , a �,j r �, f}. � aa _ � aa T "Li;i.fn.�' —> �--T4�'�r�' �•�..'�� 10 �� r�. � (Ai�[GLE OF GRO551NG �� d�/� I [NEARfSf R.R, �Z]WHI Gti g U tt) f4 Mk17�1 TRACX ¢ T !Z f'� � f NEARE3T R.li. TDWNI ? � 1 I-I—I— -I- �`�. I--! - I- I'� I I I I-1�=! �'� I I��'� I� I ��=�1-,_ �I—:,�`-1— I- 1---I- 1 � I. , ��►3 / �... . ,, ���� .O f; .. �i- :t.: i. � , . i �': �. "� .+.�.. Y �'� 1� i r� f?� .��.;: .:. � � ;f � � � (�ESCRiBE�tl%E� 08JECT) (�ESCR]BE FI%ED OBJECT) � '_ _ f = ti, _� ( 5EE NOTE 6) n ( 3EE MQ7E 5) , ti, , I `�G=~�"Z,� � f pISTANCE A�ONG TRACK FR�M S�CTION LINE LRO551NC) 0. �' , ( ;�. _.. +OO F'7, y ��� � , , .. d Gr��r, ,I",;,y,i,-✓u'r: / 2 �''� ,� o � ;,� � '_ � - _ _ ... . .. � T: , . .- ... _ �i � r .�• IQ�' 1l'- i �. C/iT/'!; vi.' � � `` �$� (NOTE: THJS O]MEHSI�UN RE011IREP IN A�L CA5E5. �" ��� /]r /� l� "� � AY LOCATIONS NOF US]NG SECT[ONS� 0151ANCE � /7 �� Tq A LEGAL Sl1R4EY LINE [5 REOl11RE0) �� � '— % RH' S R/Wd � �-.— , o c . . _-p � � . � � _ _ . ° � _ ����Fr. ,�: r7�.�Fr. =I� ��r. _ x � � � `� d � � ceouw d STEEL CASING WALL 6iIN. Q35T � I suRv�r� T�l]CKNESS CHART �I ' {Sea Nota 2) `- ' M[NIMUM nIAMETEA OF � � � �T � �SLIBGAAOE � TH]CKNE55 CAS[NG PiPE ROADtllU .2500' I/4' 12" OR LESS 1 E 1 .�izs• siis- avE� i2--ie• `?'7's3 FT. ' .3750" 3/B" D4ER 18"-22" (a.s Fi �oN.) � .43T5" 7/16' DVER 22"�2B" �; r � 1l.�1 . SOoO" i i2' OVER 28"- 34" � �' � FT. (20 F7. MAX.) i FT. SgAL GASINC ,�SEAL CAS]NG CASING PIP {Sas Note q} 3 F7. M1N.) •$6��� 4��� 4yER �q�'42� � °� �.+� � � y � �% .6250' 5h8' OYER, 42"_48" _ ���....__._-----,------T._�._._------'1 �� - / \ OVEH 4B" M115T BE `�j � / I ,.d C�RaIER PIPE ♦ C APPROYEO BY R. R. C0. !� "�--�--�.._�-- ----�.�._�...� -----------*_ / \ NOT�7 TH[5 CiiApT IS ONLY \ � FOR SMOOTH STEEL CASING � � /, I I \ � PIPES MPITH LAINIIAUId YIELb � ' STRENGTH OF 35� 000 PS I. � �� --_ z n .: is FT.� I � , I� Is Fr. � f FT� � �_ ��` �r. � FOR�AULA T6 FICURE CA51NG � � I � I LElVGTH W[TH ANGLE �F fial.S FT� CROSSIHG 07HER 7HAN 90° ��_ 1��,� FT. �.I g �.� NOTES : (Ck5[NG 4ENGTH NHEN MEASURE6 ALONG PIPEL[NE.) r�' li ALL Htl8120N7A4 �ISTANCES TO 6E µEA5U7ED A7 R[GHT ANGLES PROM Q OF TRACX. � S�� � z} �RSIN6 T� EXTENO BEYDND TFEE g pF 7RACK AT RIGHT ANGLES TNE CAEATER OF 20 + 20 FT.� OR 34 FT.� `rh�� 8 �' AN� BEYOHD Li�tR OF FAfLRQAD R[CHT-��-YYAY IP MELESSARY i0 AftflVI�E PROPER LENCTN OIITSIOE Di 7RACIC, �ry ��N, pfST. 31 YIN[1,11YA OF 50' FROM 7HE ENO OF ANY HA[LRDAt1 6B]OGE, � OF �Hv CULYERT� UR FROA1 ANY 51PITCHIHG AqEA. � jNoif 2} 4k 51GNAL AEPRESENTATIYE MI15T 6E PRESEMT OIIRIHC IHSTA4lA710N IF R�[LROAO SIGNALS AHE fN fHE ViCINITY OF CROSSINC. /� rp�CR 5} ALLOIPABLE FIXE� 08JECT5 [NC6�OE: 9ACKYJALLS OF BRIOGES; 4 OF ROb� tR0551NG5 8 DYERHEAO Yll�tllJC75 f WYE ROAU NWiEI, 48 CULVfRTS. 61 CASJNG RMO CAARIER PIhE 1A115i Bf PLACEO A MIIRI�U� PF 2 FEET BfLOW THE EXISTING FIBEFl OPTIC CaBLE. ANY EXCAVA710N HEQW RED NlTHIN ' 5 FEET OF THE EXtSTtNG FIBER OP1EC CFBLE NU57 9E HAN6 OUG. __ _�, � A} 15 P[ PEL 1 NE CR0551 MG M!I TH 1 N DE� I CATE� 57REET ? YES;�NO; ���I�$�` ���� � 81 1 F YESr NAME OF STREET _��� �' IFpR pA(lpAAO �s� a+�n D) D[STR[BUTION L1NE OR TRANSMISS[ON LINE �' ;� c� CARRIER P1p� : , UNIOi� PAC[FIC RA]LROAD C0. � COMMO� f TY Tp BE CONVEYE�_f ��' . t.. :,. . OPERAT [ NC PRESSUR�, sr O' A��T�R -7 7�� • �y{ATER ] AL n���' � 4���� isueaivosiaH� WALL T}f I CKNE55 ��% � i , � �E1 CA51NG PIPE : ��{�" "�r:�'.'� y:.;�,.' , Me P'��'3.a+� �. 5. ILP��}H�? VIA�L 7H I CKME55 �O l ANIE7ER � � � ;MATER ] AL �� � NOTE : CASING MUST HAVE 2" CLEARAI�CE BETWEEiV GREATEST ENCAS�Q �+�e.I�� � CROSS I NG AT OUTSIDE �tAMETER pF CARRIER PIPE AND INTERIOR nIAMEI"�R �F �� ',/ , CASINC PIPE. WHEH FURN�SFlING Di�IENSI0N5� C1VE Ol1TSIDE QF Wf1� �/`/'� �_� CARR I E R P 1 PE A�lD I NS f DE OF CRS I NG P 1 f'�• NGXfST [ITYI � eou��,� - , 5r.re� I •' F1 METHOD OF INSTA�LING CAS1iVG PIPE UNpER TRACK( Sf: ��� �..F �� �,(f��,� X DRY 60RE ANO JACK ( WET BORE NOT P�RMIT7EQ] � � �{pp��[{Nj� TUNNEL � QTHER Z`�"ZO4s 1 .�'C) W1l.L CONSTRLICT[ON 8E BY AN d11T510E CONTRAC70R?�YE5; n�q� R� F I LE NOo Y {]ATE �� HM D]STANCE FROM CENTER LINE 4F TRACK i0 �VEAR FACE OF 60Ri�NG AND k� A t� N I N c JACKING P[TS WHEN MEASl1RE❑ AT R]GHT ANGLES �0 TRACK L�'�" I} dPPL 1 CRHT HA5 CONTACTE� I- 8D0-336- 9 i 93, �}o� ��k. � OEYARTAfE Y R'�1157 Bi CDNTA TEO IN` AUYAMCE I iJ. P, CpMMUN I CAT I ON �EPARTMEN7, AND HAS OETERMi1 NEQ f 1 BER oF Arrr YfORK i0 OETER►IIME EXISTENCE ANU � 4PT [� CABLE,_:; D�ES ; DOES NOT ; EX � 57 1 N V 1 C I N[ TY DF LOCATIpN OF F19ER 6r71G C�91.E. I � WORK TO BE PERFDR�AED _ T [ CKET N0. ��•. � ,' • ,: �`-�� � �. 1�� � �'., �,� �" PH�f : I-80D-J36-4193 — — PL X 980112' Forrn Appro�ed, AVF-Law EXHIBIT B Section 1. LIMITATION RND SUBORDINATfON OF RFGHT`S GRANTED. (a) The (oregoing granf of right is subject and subordinate to the priar and continuing right cmd obligcxtion o[ fhe Licensor to use �d maintcEin its entire property including the righi and power of the I.icensor to cons#ruct, maintain, repair, renew, use, opercrte, chcmge, modify or rslocate raiUraad tracks, signc�l, communication, fiber aptics, or oiher wirelines, pipelines ana other facilities upon, aEong or acrass any or all parts of its property, al! or any o( which may be freely done Qt any time or times by the .. L.icensor without liability ta the Licensee or to any other �arty for comp�nsation ar damages. (b} The toregving gr�t is also sulaject to all outst�ding superiar rights (including thase in favor af ]icensees ancl lessees of the Licensor's property, tuzd others} and the righl of tF�e Licensor io renew c�nd e�rtend the same, and is made without covenani at title or for quiet enjoyment. Section 2. CONSTRUG"I'ION. MRINTENANCE AND OPERATION. � {a) The Pipeline shall be constructed, operc�ted, mainlained, repaired, renewed, modified and/or reconstructed by the , Licensee in strict conformity with �Jnian Pacific Raifroad Cn. Cammon Standard Specification l029 ccdopted November l949, and all amendmenfs tizereof cmd supplements thereta, wtuch by th'ts reference is hereby made a par�E hereof, except as may be modified � crnd approved by the Licensar's Vice Presiden#-Engineering Services, In the event such SpecificatiQn conflicts in any respect with � the requirements of any federal, state or municipal lciw or regulcition, such requirements shal! govern on ccl! points of conf�ict, but ' in r�ll other respec#s the Specification shall apply. (b} All work performed on proper#y o[ lhe I.acensor in connectian with the constzuctian, maintenance, repair, renewal, moditication or reconstruction o# the PipeEine shall b� dane to the satisfaction a( the Licensor. (c) Prior to the commeneement of any w�rk in connection with the construclion, mainlenance, repmr, renewal, modification, relocaiion, reconstruction or rennoval a# the Pipeline where it persses underneath the roa�dbed �d track or tr�cks oE the Licensor, the Licensee shall subzni# to khe Licenspr pl�s setting out the method cmd mrxnner oi handling the worlc, including the shoring cmd cribbing, ff any, rec�uired #o prokect the I.fcensor's operations, and shall not proceed with the work until such plans have been appraved by the Vice Presiden#-Engineering Seavices ot the I.icensor and then the wark shccl! be done lo the satisfaction of the Vice President-Engineering Services ar his czuthorized representativ�. The Licensor shall ha+re the right, if it so elects, to proeide such support as it may deem necessary for lhe safety af iis track or tracks during the time of constructian, mcnnt�nauzce, repcflr, renewal, modification, refocation, reconstruction or removal of the Pipeline, and, in the event ihe Licensor provides such support, the Licensee sh�ll pay to the Licensar, within fitteen (15) days after bills shall hcrve been rendered ther�far, ali expense incurred by the Licensor in cannection, therewiEh, which e�cpense shc�ll include all assigna6l� costs. (d) The Iac�nsee shall 3ceep amd maintain the soil over the Pipeline thoroughly compac#ed and the grc�de even with the adjacent surface of the ground, Sectian 3, NOTICE OF COMMENCEMEIVT OF WORK, Ii an emergency should arise requ�ring immedfat� attentian, the Licc�nsee shall provide as much notice as practicable lo Licensor befor� commEneing cmy work. In all other situations, the J.icensee shall notify the Licensor at lec�st ten (10) days {or such ofher time as the Licensor may allow) in advance of the commencemen! of any work upon property o( the Licensor in connection wi#h the construction, mainten�ce, repanr, renewal, madificatian, reconstruction, relocation or rernoval af the Fipe�ine, All such work shall be prasecuted diligenkly to completion. Section 4. LICENSE� TO BEAF3 ENTIRE EXPENSE. The Licensee shctll bear the entire cost crnd expense incurred in connec4ion with the canstruction, maintenance, repair and renewcil �d any und r�ll modification, revision, reiocation, remov�l nr recanstruc#ion of th� Pipeline, including c�ny and all expense which m6y 6e incurred by the I.ic�nsor in connection therewith !ar supervision, inspection, flagging, or otherwise. plx,exb Page I of4 Exltiibit B �Lx9aoi�2 � Form Approved, AVP-Law Section 5, REINFOFiCEMENT. RELOCATION OR REMOVAL OF' PIPELINE. (a) The license herein granted is subjeci to the needs and requirements of the Licensor in the opercxtion of its railro�d and in the itxlprovement and use of its property, c�nd ihe Licensee shall, at the sole expense of the Licensee, reinforce th� PSpeline, or mave al! or any portion af the Pipeline to such new ]ocation as the Licensor may designate, whenever, in the furtherance of iis ne�ds und requirements, the Licensor shall find such actian�necessary or desirable. (b) All the terrns, conditions and siipulations herein expres�ed with eeference to the Pipeline on property of the Licensor in the laccrtion hsreinbefore described shcrll, so tcu c�s ihe Pipeline remains an the properfy, apply io the Fipeline as madified, changed pr relacated within ih� contemplation of this section. Section 6. NO INTERFERENCE WI7'H LIC�NS4R'S OPERATION. Tf�e Pipeline and cctl parts #hereof wi#hin and outside of the Iiznits af the property of the Licensor shali be constructed and, at ali times, mcdntained, repcured, renewed �d operat�d in such rnanner as to cause na interferenca whatsoever with the constant, cantinuous and uninterrupted use af the iracks, property and faciiities of tha Licensor, �d nathing shall �e dane or sutfered ta be done by th�; I,i,censee at any time that wau�ci in any manner impair the safety thereof. Section 7. PROTECT]ON OF FTBER OPTIC CA$L� S`ISTEMS. (aj Fif�er optic cable systems mcry be buried on th� Licensor's property. Protection of the fiber nptic cable systems is of extreme importance sinee any brea�C could disrup# service to users resulting in business interrup#ian c�nd loss of revenue and profits. Licensee shall teiephone fhe Licensar at 1-$00-336-9193 (� 24-hour number) fo detsrmine if fiber optic cQbl� is buried anywhere on the Licensor's premises to be used by the Licensee. If it is, I.icensee will tel�phane the te]ecammunicafians compcxny(ies) involved, c¢�r�ge far a cable loeator, make arrangements for rEiocation or ather protectian of ihe fiber optic crihle, all at Licensee's expense, and will cornmence no wark on ihe rigM of way until all such protection or relocation has been accomplished. T..ic�nsee shaI] indsmnify r�nd hold the Licensor harmless from and against all costs, liability and e�ense whatsoever {including, withoui ]imitation, attorneys' fees, court costs and expenses? arising out of or cr�used in any wuy by Licensee's Eailure tn comply with ihe pravisions of this paragraph. (bj In addition to other indemnity provisions in this Agreement, the Licensee shcd] indemnify �d hold the Licensor h�mless from cmd agcunst cxi] costs, Eia�bili#y cmd eatpense whatsoever (including, without limitation, attorneys' t�es, court casts �d expenses) caused by the negligence of the Licensee, its cantractor, crgents �d/or employess, resulting in (1) any damage to or destruction of cmy telecommunications syst�:m on L.icensor`s property, �d/or (2) �y injury to or dec7th of any person employed by or on behalf of c�-iy telecammunicatians campcmy, cmd/or its contractor, agents �d/ar emEp�o}rees, on Licensor`s properEy, except if such costs, liabilrty or expenses are criused solely by the direct active negligence of the I,icensor, Licensee further agrees that it shall nvt have or s�ak recourse againsf Iscensor far cmy claim or cause of actian for a�leged loss o! proEits or revenue or loss of service or other consequeniia] damage to a telecommunicatian eorripany using Licensar's property ar a customer ar user af seivices of fhe fi6�r optic cable on Lic�nsor's property, Seciion 8. CLAIMS AND LIENS FOR LABOft AND MATERIAL: TAXES. (a) 7'he I.acensee shall fully pay far all materiats joined or affixecf to m�d ]abar performed upon property of the Licensor in conneetion with the construction, m�nten�ce, repcur, renewccl, modification nr reconstruction of the Pipeline, and shcsll not permdt or suffer any tr►echanic's or materialmc�rt's lien of any kind ar nature to }ae enforced agc�inst the property for any wark done or rnaierials furnished thereon at th� instance or request or on behalf af the f,icensee. 7'he Licensee shall indemnify and hold harmless the Licensar againsf cmd from any c�nd ali liens, claims, dem�ds, costs and expenses of whaisoever nature in cmy way connected with or growing out ot such work done, lrrbor performed, ar materials ivrnished, (b) The Licensee sYtai] promptly pay or disch�ge all tca�es, cha�ges �d assessments levi�d upon, in respect io, ar on accflunt of the PipelEne, to prevent 4he same from becaming a ch�ge ar li�n upon property of th� Iacensor, and so that ihe tmces, charges �nd cxssessments ]evied upon or in respect to such property shatl not be increased becrnase of khe locaiion, construciian or mmnfenance of the Pipeline or cYny improvemeni, appliance ar fixture connecied iherewith placed upon such properky, or on account oi the Licensee's interest therein. Wher� such tax, charge or assessmerat mcry not be sepcQately made or assessed to the Licensee but shall be included in the assessment of the prop�rty of ihe Licensor, then khe Licensee shall pay io the Licensar an eguitable proportion oi such tca:es determined by the value of ihe L'rcensee's prnperty upan property of the Licensor as compared pix.exb Page z of 4 Ekhib�t B �PL X 9801�2' Form Approved, AVP-Law with the entire value of such property. Section 9, RESTORATION OF LICENSOR'S PftOPERTY. In the evenE tne Licensor aulhorizes the Licensee to tcjke down �y fence of the Licensor dr in �y mcmnc�r move or dis#urb any of th� o#her property aE the Licensar in connection with the constructian, maintenance, repair, ren�wal, mocEificcEtion, reconstruction, relocation or remava] of the Pipeline, then in thai event #he Licensee shall, as soon as possibfe and cci Licensee's sole expense, resfore such fence cmd other prop�rty to the seune conditiort as the same were in befare such fence was tak�n down or such o#her properEy wQs moved ar disturbed, and the I.icensee shall indemnify and hold harrnless ihe Licensor, its afficers, agents anc! employees, against �d from any �d all liability, loss, tf�nages, claims, demands, costs and e�enses of whcYtsoever nature, including court costs cxnd csttarneys' tees, which may result from injury ta or death ot persons whamsoever, or damage to or lass or d�;strucfion of property whcstsnever, when such in}ury, death, dcanQge, loss or destruct'ron grows out o! or ar�ises trom the takang down of any fence or the rnaving ar disturbance af any other property of the Licensor. Section 1 D. INDEMNI'I'Y. (a) As used in this Section, "Licensor" includes odher rctilCoczd companies using the Licensor's property at or neaQ the lacation of th� Lacensee's installcrtion and their olficers, agents, and employees; "Loss" includes loss, c{amage, claims, demands, aciions, causes af action, penaffies, costs, and expenses of whatsoa�er nature, including couri costs cmd ecttorneys' fees, which may result frnm: (r�) injury to or d�ath vf persons whorr►soever (including ihe L.icensor's officers, agenEs, and employees, the Licensee's of#icers, agents, and employees, as well as any other person); and/or {b) cicunage to or loss or destruction of property whaEsoever (including Lice�see's property, darnage to the roadbed, tracics, equipment, or oth�r property of ihe Licensor, or properly in its care or custody). . (b) As a major inducernent and in considercrtion of the ]icense and permission herein gran#ed, the Licensee agr�es to indemnify und hold harmless the I..icensor from any Loss which is due lo or �rises from: I. The prosecution of any vw�ork contemp�clted by this Agreemenf including the installation, construction, maintencusce, repair, renevsrad, madification, reconstruction, relocation, or removal af the Pipeline or any part thereof; or 2. The presence, opercz#ian, or use oi the Pipeline or conlents escaping therefrom, except to the extent that the Loss is caused by the sole and direct negligence of the Licensor, Section l ll. REMOVAL OF PIPE LINE UPON TERMINATION OF AG1��MENT. Prior ta the teimination o[ this Agreement howsoever, the Licensee shall, at Licensee's sole expense, remove the Pipeline trom those portzons of the property noi occupied by the roadbed and track or tracks of the Licensar c�d shall restore, to ihe scitisfaction o[ th�; Licensor, such portions ot such property to as gflocf a condition as they were in at the tim�: od the construction of the Pipeline, I! the Licensee fails lo do fhe foregoing, ihe Licensar may do such wark of remova! tmd restoralion rlt Ehe cast and expense of the Licensee. The Licensor may, at its optian, upon such termincztion, at the entire cost and expense ot the Licens�e, remove the portions o( the Pipeline located underneath its roadbed und track or trc�cks and restore such roadbed to as good a condition as it was in czt the time of the construction of the Pipeline, or it cnay permii the Licensee to do such work o# removal and restoration to kh� satisfaction of 4he Licensor. In the eveni of the removczl by the Licensor of the property af the License�: and o[ the resioration of lhe road�ed and properfy as herein provided, th� L.icensar shall in no mctnner }�e liabie to dhe Licensee for c�ny damage sustained by the Licensee for or on account therea(, anci such removal cmd rsstaration shail in no mann�r prejudice ar impair cmy right of t�ction (or damages, or otherwise, thcit th.e I.icensor may h�e against the Licensee. Sec#ion 12. WAIVER OF BREACH, � The waiver by the Licensor of the breach of aazy condition, covenani or agreement herein coniained to be kept, observed and performed by the Licensee sha�l in no ;vay impair the right o[ the I.icensor to avail itself o( any remedy ior any subsequ�nt breach ihereof. plx.ex6 Page 3 ofA Exnibit 8 PL�X 98p1[2' Form Appraved. AVP-Law Section 13. T£RMINATION. (a) If the Licensee does not use the right herein granted or the Pipeline for one {1? year, or if ihe Licens�e con�inues in defc7ult in the performance ot any cavenant or agreement herein contained for a period of thirCy (30) dclys after wr9tien nofice from ihe Licensor to the Licensee sp�cifyinc� such defrsult, th� Licensor may, at its aptian, farthwith immediately terminate this Agreement by wri#ten notice. (b) !n additian co the provisions ot subp�agraph (Q) abave, this Agreement may be terminated by written naiice c�ven k�y either party hereta ta ihe oiher on any date in such nolice stated, nat dess, �owever, ihan thirty �30) days subsequent #o i�ie dQte upon which such notice shall be given. (c? Notice of default cind notice af term'tnation may �e ser�ed personally upon the Licensee or by mailing to ihe lasf knoum address of the Licensee. Termination of #his Agreement for any reason shall not affect emy af the rights or o�ligat:ans of the pc�ties h�retn which may hccve accrUed, or licrbilities, accrued or otherwise, which may have arisen prior thereto. 5�ciion 14. AGREEMENT N�T TO BE ASSIGNED, The Lic�nsee shall not assigri this Agreemeni, in whole or in pczrt, or cmy rigt�ts herein grcmted, without the written consent af the L.icensor, and it is agreed that any transf�r ar assignment or attempted transter or assignment o{ this Rgreement or any of the righis herein grcmted, wheiher voluntary, by operation o{ Iaw, or otherwise, without such consent in writing, sf�all be ahsolutely void and, rlt the� option of the LicensQr, shall termanate this Ac�reement. Section 15. SUCCESSORS AND ASSIGNS. Subject ta the provisions of Section 14 hereof, khis Agreem�nt shall be binding upor� and inure to the benefik oi the pw�ties hereto, their heirs, executors, administrcrtors, successars and assigns. pEx.exb Page 4 of 4 Exhibit B PL1WL1�R41AIAGE INS. 42116l01 Farm Appraved, AVP-Law Exyiar� �-� � Union Pacific Railraad Company fnsurance �rro�isions For Pipe{ine / �Ilireline 1 ��ainage bicens� Agreements Lic�nsee shalf, at its sole cast and ex�ense, procure ancE inainlain during fhe fife of this Agreement the follpwing insurance coverage: A. Cnmmercial Generai Liabilitv insurance. ihis insurance shall cantain broad farm contracEual liability with a single limi# of at least $2,000,000 each occurr�nce or c�aim a�d an aggregafe limif of at Isas# $4,Opp,OD�. Caverage must be purchased on a post 1998 fS0 or equivalent form, includi�g but noi limited to coverage for the foilowing: a Bodily injury ir�cludirog death and personal injury m Property damage � Fire legal liabiliiy (Not less than the replacement value af the portion af ti�e premises occupied) o Products and completeci operations The policy sha�i-also contain the follvwing endarsements which shall be indicated on the certificate of insurance: o "For purpases of this insurance, Union PaciTic Railroad payments related to the �ederal Employers Liability Ac# or a Union Pacific Wage Continuation Program or simifar programs are deemed nvt io be either payments made ar obligations assumed under any Vllorkers Compensatio�, disabilily benefiits, or unemployment campensation law or similar law." • Th� exclusions far railroacls {excepi where the Job site is more than fifty feet (50') from any railroad including but r�o# limited to tracks, bridges, tresiles, raadbeds, terminals, uncferpasses or crossings), ar�d explosion, colla�se and undergr�und . - hazard shall be removed. Coverage for Licensee's (and Licensor's) employees sf�all nnt be excluded Waiver of subragation B. Business Automobile Coveraae insurance. This insurance shal! contaiR a combined single limit of at least $2,A00,000 per occurrence or claim, incl�ding but not limited ko coverage far tha following: o Bfldily injury and property damage o Any and all motar �ehicles including owned, hired and non-owned 'ihe �olicy sha�� also cantain the foflowing endorsements which shail be ir�dicated or� the certificate of insurance: o "For purposes of this insurance, Union Pacific Railraad payments relafed to Ehe Federal Emplayers Liabifity Act or a Unian Paciftc Wage Continuatian Program or similar programs are deemed not to be either payments made or obligations assumed under any Workers Compensation, disability benefits, or unemploymen# com�ens�tion law or similar faw." o The exclusions for railroads (except where the Jab site is more than fifty feet (50') from ar�y raiEroad including but nof limited to tracks, b�idges, trestles, roadbeds, ferrninais, underpass�s or crossings), and explosion, collapse and underground hazard shall be remaved. + Motor Carrier Act �ndorsement- Hazardous materials clean up (MCS-90) if required by law. C. Wor�ers CompensaEion and Emolovers LiabilEtv insurance incfuding but not limited fo; o Licensee's sfatutory liability under the warkers' compensation laws of the state{s} affected by Ehis Agreement o �mplayers' �.iability (Part Bj with limits of aE least $5DQ,000 eaci� accident, $500,000 disease policy limit �500,000 each employee If Workers Compet�sation i�surance will not co�er the liability af �icensee in sfates ti�at require participation in state workers' compensation fund, l.icensee sf�all comply with #he laws of such states. If Licensee is self-insured, evidence of state approval must be pravided aiong with evidence ot' excess workers compensation cove�age, Coverage shall include liabifity arising out of the L3. S. Longshoremen's and Har6pr Workers' Act, the Jones Act, and the Outer Continental 5helf Land Act, if applicable, The policy shail also contain 1he fo3lowing endorsement which shall be indicated on the certificate of insurance: • Alter�ate Employer Endorsement a. Umbrella or Exc�ss Poiicies !n the e�ent Licensee utilizes Umbrella or excess policie5, these policies shaN "follow farm" and afFard no less coverage tha� the primary policy, Page 7 of 2 Ak./WULIR�.INAGE INS. 02l161D1 Farm Apprnved, AVP-Law �ther Rec�uirements �. Punitive damage exclusion must be deleted, which deletion sha�l be indicated on the certificate of insurance. F. Licensee agrees tn waive its right of recovery, and its insurers, through policy endorsement, agree to wai�e their right of subrogation against Licensar. Licensee further waives its rignt of recovery, and its ins�rers also wai�e their right of subrogation against Licensar far loss of iEs owned or leased property or property uncier its cere, custody and controL Licensee's insurance shall be primary with respect fo any insurance carried by �.icensor. All waivers of subrogat�on shall be indicated on the certificate of insurance, G. All policy(ies) required above (excl�ding Workers Compensatianj sha�l provide severability of interests and shali name �icensor as an additional insured. 5everabllity of interest and naming Licensor as addi#ional insured shall be indicated on the certificate s�f insurance. H. Prior to cammencing the Work, Licensee shail furnish to �icensor original certificate(s) of insurance evidencing the required coverage, endorsements, and amendments. The certificate(s) shall contain a pro�ision that obligates the insurance company(ies) issuing such policy{ies) to natif}r Licensor in writing of any cancelfation ar maierial aiteration. Upon request from L.icensor, a certified dup[icate originai of any required poiicy sha�i be furnished. l. Any insurance policy shall be written by a reputable insurance company acceptable io Licensor or with a current Best's Insurance Guide Rafing ofA- and Cfass V(I or beiter, and authorized ta da busi�ass in the state(s) in whlch the service is to �e,provided. J. Licensee WARRANTS that this Agreement has 6esn thoroughly re�iewed by L�censee's insurance agent(s)/brokEr(s), who have been instru�ted by Lir.�nsee to proc�re the insurance caverage required by this Agreement and acknowledges lhat Licensee's insurance coverage will qe primary. K. The fact that insurance is obtained by Licensee or Licensor o� behalf of Licensee shall not be deemed to release ar diminish the liability of Licensee, including, withnut limitatian, liabifity under the indemnity pro�isians of t�is Agreement. Damages recoverable by Licensar shall �vl be limifed i�y the amount of the required ins�rance caverage. Page 2 oi 2 UNI�h! P�CIFIC �A1LRO�D COIV��Ai�Y Reaf Estate Departmant R. q. Uhrich Assisianl Vice PrEsidenl J. A. Anthnny Director-Conlracts D. D. Brown Director-Rea1 Estale M, W. Casey General Director-Special Proparlies J. P. Gat4e Director-Factlity Management 1840 Famam Street Omaha, Nehraska fi8io2 Fax: (402) 997-3605 J. L. Hawkins pirector-0peraiions Support M. E. Heanan DirecEor-Administration & Budgets 0. H. Lighiwine DiraClor-Reai Estate T. K. Love DireCtof-Real Estate To the Contractor: May 9, 2�t}1 Folder No: 1980�4 Before the Railroad Company can perFnit yau to perfarnn work an its right �f way fpr the installation of pipeline crossing for FT WORTH, CITY �F, it will be neeessary to campl�te the encloseci Cantractar's Right of Entry Agreement as fallows: 1, Fill i� the complete legal name o£ the contracfor in the space pra�ided on Page 1 of the Contractor's Right of Entry Agraemant. If a corporation, give the state of inearporation. If a partnership, give the names af al1 partners. 2. �ill in the date construction will begin and be completed in Articie Vi, Paragra�h A. 3. Fill in the name of the contractor in the space provided in the signature block at the end of the Contractor's Right of Entry Agreement. If the contractor is a co�poration, the person signing on its behalf rnust be an elected c�rporate officer. 4. Return all copies of the Contractor's Right of Entry Agree�nent, together with yaur Certifeca�e of Insurance, identifying Folder No. 1980-64, as required 'rn Exhibit B-1, in the attached seli- addressed envelope. 5. Check, with� Falder 1�10. 1980-64 wrirten on the front, made payable ta the Union Pacific Railroad Company in the amount af FiVE HUNDRED DOLLARS ($�0(1.04}. Tf you require forrnal billing, yau may consider ti�is letter as a formal hill. In compiiance with the Internal Re�enue Service's new policy regazding their Form 1099, I certiiy that 94�-6001323 is the Railroad Company's carrecf Federal Taxpayer ldentification Number and that Union Pacific Railroad Company is doing business as a corporation. Under Exhibit B-1 of the enclosed Contractor's Right of Entry Agreement, you are required to pracure Raiiroad Fratecti�e Liability Insurance (RFLT) for the duration of this project. In addition to your Certi�cate of Insurac�c� form, you will need to provide an Ynsurance Binder, or an original of tY�e policy, that designates the specific RPLI coverage. As a service to you, Unian Paciiic is making this caverage available to you at the rate specified on the attached Ir�surance Application Form. You are not reqvired to purchase this coverage from the Railroad and are encouraged to shog the market for the best a�ailable rate. If you decide, however, that a�quiring this coverage from the Railroad is of benefit ta you, simp�y comp[ete the farm an� follaw the instructions at the bottom. After apprvval of the Contractor's Right of Entry Agreemeirt and the Insurance Certificate, y�ur fully-executed document wilt be retumed to you, with instntctions to pr,oceed. In no event sho�ai�d yo� begin wQrk untii you have received a copy of the signed Contracbor's Right af Entry Agreeme�t. If yvu have any questions, please cvntact me at (40�) 99i-3623. Yours truly, �, �'� M Grass Contracts Representative PL Xc�E R�E 940201 Form Appraved, AVP-Law FQ�d�r No: 1980�4 CDI�TRACTOR'S RYGHT OF E1�TRY AGi��i�l�' THIS AGREEMENT is made and errtered into as of the day of , 20 , by and hetween U1�TY�PT PAClFYC RAILROAD COIVIPAPIY, a Defaware corporation, (l�ereinafter the "Rai�road") and , a corporation/partnership, whose address is (hereinafter the "Contractor"). RECITALS: The Contrac�ar has been empZayed by FT WORTH, CTTY OF for the purpvse oi constructing {hereinafter "wark"} anly a 2�'" water pipe�ne crossing on and across property of the Raikoad at or near M'i�e Post 243 .40, Dallas Subdivision, near Ft VVorth, Tarrant Caunty, T�xas. The Contractar has reques#ed the Railroad to pemut it to perForm the work and Railroad is agreeable thereto, subj�ct to the foll�owing terms and conditians. I,I�����M� NOW, T�REFORE, it is rnutual�y agraed by and between the Railroad and Contractor, as fallows: Article I. DEFIPIII`IO1�T QF CO�TTRACTOR. For purpases of this Agreement, all references in this Agreemen# #o the Contractor shall include the Contractor's contractars, subcantrac�ars, officers, agents and employees, and �thers acting under its ar their auiharity, Article II. �IG�T GRANTED; P[iRPQSE, The RaiSroad hereby grants to the Contractor the right, during the term hereinafter stated and upon a.nd subj�ct to each and aI1 af the terms, provisions and conditians herein contain�d, to enter upon and have ingress to and egress fram the property described in the Recitals hereaf and as shown on the attached print dated Apri1 24, 2401, marked Exhibit A, for the purpose of performing the work described in the Recitals above. The right herein granted to Contractar is limited to those partions of the Railroad's property specificaliy described herein, or designated by the Railroad represen#ative named in Article V. Artrcle TII. TERIVIS A1�TD C4NDIT�OI�TS C�PTTAINED IN E�HIBITS B APTD Bol. The terms and canditions contained in E�'sbi#s S and B�I, hereto atta.cftetl, ara her�by made a part of this Agreemen#. Article N. AD�1 II�IS,'�'�ATIVE FEE. Appiicant shall pay to the Railraad FIVE HUl*�DRED DOLLAR� t��ao.00) as reimbursement £or clericat, administrative and hanclling expense in connection with th.e processing of this Agreement. Article V. ALL EXPENSE� TO BE B4R1V'E BY CONTRACTOR; RAII.ROAD REPRESEl�'TA'TYVE. The Contractor shaIl bear any and all costs and expenses associated with any war� performed by the Contractor, or any cos#s ar expenses incurred by the Rai�road relatirng to this Agreement. All work performed by Cantractor an Railroad's property shall be performeci in a manner satisfactory to the respeetive local Superintendent of Transpartation Services af the Railroad or his autharized representati�e (hereinafter the "Railroad Representative"). Article VI. TERlVi; TERII�YII�TATIOI�T. A. The grani of right herein made to Contractor shall cammence on , and cantinue until , un�ess sooner terniinated as herein provided, ar at such time as �ontractor k�as campleted its work on Rai[road's �raperty, tvljich�ver is earlier, Contractor agrees to notify the RaiIroad Representative in writing when it has completed its work on Railroad property. B. Tlus Agreement may be terminated by either pa.rty on ten (10) days' written notice to the oth�er part}+. Article VII. CERTIFICATE OF Il�TSUR.AI�TCF. A. Before commencing any work, the Contractor will provide the Railraad with a Certificate, identifying Folder 1�10. 1980-64, issued by its insurance carrier providing the insurance coverage required pursuant to E�ct�ibit B-1 af this Agreement in a policy which contains the following type of endorsement. UNION PACIFIC RAILROAD COMPANY is named as addi�ional insured M with respect to all liabili�ies arising out of Insured's, as Gontractor, perfarmance of any work on the property of the Railroad. B. Contracior warrants that this Agreement has beer� thoroughly reviewed by its insurance agent{s)/broker(s) and that said agent{s)/braker(s) has been instntcted to procure insurance coverage and an endorsement as reQuired herein. C. All insurance carrespondence shall be directed to: Folder Na 3980-G4, ilnion Pacific Railroad Company, Real Estate Department, I800 Farnam Street, Omaha, Nebraska 6810�. Articte Vl7I. CHOICE �F FORiTl�. Litigation arising aut of or connected with tlnas Agreement snay be institute�t and ma.intainea in the courts of the States of Nebraska. and Texas only, and the parties consent to jurisdiction over their person and over the subject matter of any such litigation, in those courts, and consent to service af process issued by such courts. IN WITNESS WHEREOF, the �arties hereto have executed thi�s Agreement in duplicate as of the date first herein written. i, � ;t U1�TIOI�Y PACIFIC RAILROAD CO1�PA1� � , : By Title: Telephone: Fax: Contracts Represen#ative (ContraGtor Name) �� �PtACt ARROW 1N�ICATING NORTH FORM QR-0404-B dIR�'TION RELATIVE 70 CRp551NG .°'� REV. 5- 15-9$ �; ��,� www.uprr.com v���' 7EI�i���]E� 1l1�I�T��]L�M�A�IaIE �� � �e¢ � l�Il�]E]L�N� ��$�5��1�� �� / '��`� tJOTE: ALL AVAI�ABLE 6[MEN5LON5 MU5T BE � v��`�P� N� SCALE FILLEQ [N TO PROCESS 1'Hi5 A�PLICATION. �� q OO �t- RR' 5 fl/R o� yJy�� �e�. --- oo —�i_ � �o I �, ! ' �. � „ �2 � �� FTy � FS. ' i ^" c�¢,�� SrI _ `" li . f. : i �'v;'.a. FT. `�,1... � + � P wi ` ,;'t ( SEE 1167E 7 B 5} ( SEE i40TE 3 a 5) . � i�� FT. � O� �� .; ;: ' o • � w :.�., , �n z � ,� � l ,~n T� a d !: -, r - �_ £`•• � U�-.� - �. o � : j-T�l-::'.. I'1,::,i�� O aw . ma 70 !r�?f,1/".�f�'-V� —t �I I' 1 NEAREST R. R, T�WN) �V, g °�� � ( ANG�E OF CA0551 NCI �� �` � f NEAREST R. R. TOwHI V �l' CL IAAIN 7RACK j+�,+� �y �f ��y.� � 1 I I I I h; - I I I i� I I I I I� I I.� I�--�I—�-1-- [ 1= I i�k ' I- I ;� -I-�— I--- I I I Q-,pti. 0�[ � F:4`.y;1�:r ,. ., r...�_.• , � �� Iln�ls �'}.;.'�' '•� �'?���f� ��' . k �� �� tiw(,7 (dESCH]BE Fi7SED OBJECT) (��SCR18E KIXfo �BJECF) ,, �Z=h'` ,_� {SEE NOTE Sy a (SEE NO7E Sj t, 4r s� � a 0 i3 FT. �� y V� ti��� 1 [ DiSTqNCE 4L6NG TRdCR FRQAI SECT! W7 L INE CA055ING1 � % 11J � �, l �.. �— \ � p a y ti �• �f� %"%' ,i •; :a°.;' • ir�i: / r � ?y � h - - FT. � � ` � � � 1 .�-f�}�'�-. ', . tl;r/'r.'.�i�' , � � � �$� [NOTE: THIS �IINENSION REOLIIRfO IN ALL CASES. - � p � '� /�J , �;�,•, � AT LOCAT]ORS NO7 LISING SfCTIDNS, �tSTANCE � 1 /7�� �� .`.� TO A LEG4L SURSiEY I.INE IS RE011lRED) \ � RR' S R/W � � u . " o - _ 1 0 0 — - . � ��°•�FT. 'I� '��FT. '�" I�T. _� � � ¢ ! - � � N ` I � ceourn ¢ �TH]CKt�ESSNCHART� � _ u�N. a�sr �� L susFx�� 2a� ( 5ae Note t) � ! � � ��- � �suece�oE � 'fHICKNE55 CASi�NGEPIPE ao�onEu .2500' i/4" I2� oR LE55 ; � � � � .3125" 5/16' OYER 12`-IB' r'�.F� F7. F .3750" 3/B" 04ER Ib"-22" I4.5 FT utN.) � .4375" 7/16' OVER 22"-2B" �"?!,�'� � ��.�! ,5000" I/2" DYER 28"-3d' • F7. {20 FT. MA%.) , � FY F�Fg � sen� cxs[Nc ,g�25' 9I16' OVER 34"-42' � SEAL CASlNG d' �./r CASING PIPF.I � Saa Nota 4j � y \ �% , 6Q50" 5/$' OVEFi, A2"_ 46" �`----^-------- ---�-......._....I,��L_ - / � ' \ � OYER 48' MUST BE _�� f ;.d° CARREER P[PE � ( APPROVED BY R. R. C0. _�------- -----�---�_1_� ____--_ - / 'L NOTE: 7H15 CHAi7T IS ONLY � � � � I \� � P PESMW7HHMINI UMAYI�ELU ' / ' STRENGTH OF 35� ODO PSl. ,� • _ _ i , I i i 20 r.: 15 F7.— I '-�--- � J5 FT.� .� � �_+� FT. � �: "� F�, ! FORML]LA TQ F I GL1RE Ch51 NG . r LEMGTH YiITH ANGLE DF � �� .l If:.?.z FT. I CRUS5[NG d7HER THAN 90� , 1v,:� fr. � � B �.r f I NOTES 7 (CpSIkC LE�FCIH WHEN IAF,ASWREp AI�NG PiPELINE.f �$'N, 4� li RLL HURIZONTAL OISTANCES 7p BE liEASLIRE� x7 tiIGM7 AMGLES FROY Q OF TRRC%. p 27 CASINC TO EXTEN� 6EYpNp TH� � 4i TRALK A7 RIGHT ANGLES TRE GREATEH 6F 20 • 24 FT.� OR 30 FT,� �y�� g i k� ANO BEY�N� C]qIT OF RAlLR00.0 P�4HT-OF-IYAY IF NECESSARY TO PROYIPE PR�pER LENCiH 0117$IQf �F 7RACK. �,� MAIN. QI5T, 31 IAIN]YJ61 OF SD' FROFR 1NE EH� OF ANY RAIL�i0A0 SF10CE� g OF AMY [LILVEB7, OR FROIA ANY 5tidI1CHIHC AR£A. �� �Np7� _} �, 41 SIGNAL REAR£SENTATIYE uuST Bf PRESENT ��1R]NG 1NSTALLA7IQN iF RA[LROAD SEGMALS l�Rf IN THE VICINI7Y aF GROSSING. (Q TRaCR 51 ALLONABLE F1XEd OBJECTS INCLIIUE: BACII1tlALL5 OF BR]OEES: 4. OF ROAO CROSSIH65 B OVEHHEAO YIAOGCS5 fGIYE ROAD NMAE1� OR CElLY6RT5. 6Y CASING AND LARRIER PIPE 4LIST BE PLACE� A MIfNIuIIY pF 2 FEET 65LD1R TNf E%ISTING FIBER OPTIC CABLE. ANY E%CAYAT�Ok RE6llIRED 1VITHIN • r 5 FEET OF THE E%IST[NG F[BER OP71C CABLE kl1157 BE HAk� UEiG. , A? I5 P I PEL 1 NE CR65S 1 NG WI TH 1 N DE� I CATEQ STREET ? YES� �: N0; ������'Il` ���� � 61 1 F YES� NAME OF STREET ��`% � �coa w�c�an�o usE o��n D1 OISTRIBUTION LIN� OR TRANSMI55[ON L1NE �: � � ci CRRR� �R P1 P� : � UN I ON PAC [ F I C RA 1 L ROAD C0. COMMOp�TY TO B� CONVEY�O �� •'"%•�� • A OPERATING PRE55URF PS] �,-, �, , ,.., #�4�I�� _ WALL TH]CKiJE55 '��•�;��" 'flIAM��ER �r �IuIAFERIAL -� � - � isueoivisioNi ,�. E! CA5[NG P3PE : ^,;Y �� � i�o P��'3.b�1 �a S. j��y���� f- WALL THICKNE55 ��� -��, ��IAMETER '- ��' ;�IA7ERIAL-,�`'.'•_� � NOTE : CAS[NG MUST HAVE 2" CLEAFiANCE BETWEEN GR�ATEST EI�CASED �•rel�� � CRQSS I NG AT OUTSI�E �IAMEZER OF CARRIER P1PE AND INTERIOR DIAMETER OF �/ �� ��� � . CAS IiVG P I PE. WHEN FUi2N I SH I NG D I MENS l ON5 G i V� OUT5 [ DE pF f CARR ] ER P[ PE AND I NS I �E OF CA51 NG P[ PE. � � fNEABfST CfTYI ICOLNTY) � 157A7E1 � F M METHOD OF l NSTALL ] NG CAS I NG P I PE UNflER TRACKt S] : �� � Q,F �� �(f��..� . u �� C DFY BORE AN a J A CK ( W E T B O R E N O f P E R M I T T E Q) ; y �4pp���/,qT� TUNNEL � OTHER RR F I LE NOe Iq�-6Y QATF ��2�V��'"` � . G1 W[LL CDN5TRl1CT[OIV 8E BY AM OUTS[�E CONTRACTDR? � YE5; N0� _ N) DIS7ANCE FROM CElVTER L1NE OF TRACK TO NEAR F'ACE DF BORING AN� w A� N I ry G � JACK{NC P[TS WHEN MEA5LIRED AT RICHT ANGLES TD TRACK ��`'" 11 APPLICANT HAS CONTACTE� I-80Q-.336-9193 �30� ��N•� �Ha���CCASI0N5� U. P. CO►'.WJNICAii0N5 � UEPAATAfENT A115T BE CONTACTEO IN A6VANCE � U. P. COMMUN I CAT I ON �EPARTMENT, AN� HAS QETERM 1 NE� F' I BL�R Oi ANY SfORK Yo nETER1AINE EXISTENCE ANO � OPTiC.CABLE� DOES ; p0E5 NOT ; E?fEST ]N Y�CINITY-OF� - COCAlIDN,OFFI9EROP7ICCABiE. ^- WpRK 70 BE PERFORMED . TICKET N0. !t'��-y''-� "�r•���•.'.' lv.lu"_=!+y PFWJE : I-90o-33fr4193 U'i'IE.:�T'IE5 X& E ROE 490741 Fonn Approved, AVP-Lar� EXHIBIT B TO CONTRACTOR'S RIGHT OF ENTRY AGREEMENT 5ectian I. N�T10E OF COMMENCEMENT O�' VVORIt - FLAGCiNG. The Contractar agr.ees to notify thc Railrnad Representative at least 48 ho�rs in advance af Contracror rommenci�g its wori: and at least 24 hours in advance af proposed perf�rmance of any wnrk by tf�e Contractor in which any person or eqtiip�zient wil! be within ?5 feet af any track. or will be near enough to any track that any ec�uipment extension (such as, but not limited to, a crai7e boom} will reach to within 25 feet o{a�iv track. Upon receipt of sucli notic�, ti�e EiaiEroad Representative will determine and infonn the Cantractor wkietl�er a flaaman need be present and whether the Contractor 3ieed implement ariy s�ecial protective or safety measures. lf any flagme3i nr other speciaF protective or safety measures are perfarmed by ihe Railroad, sucE� services will he provided at Contr�c,tor's expense with the understanding tltat if the Railroad provides any flagging or other ser�ices the Contractor shall not be relieved af any of its respansibifities or liabilities set forth herein. Sectio�n 2„ NO INTCRFL��ENCE WITH RAILRqAD'S OPERATiON. No work performed by Contractor shalE cause any interferer�ce with the constai�t, eontinuous and �ninterrupted �se of the tracks, �ro�eity and facilities af the Railroad its lessees, licensees ar others, unless s�ecifically permitted under this a�reement, ar specifical�y authorized ii� advance by the Railroad Representative. Nothing shall be done ar sui fered to be dos�e by the Cantractor at eny time that would in any manner impair the safery #E�ereof. When not in use, Contractor's rnachinery and materials shall be kept at least 50 feet from the centerline of Railroad's nearest tracR, and there sl�al] be no vehicular crossings of Railroad's tracks excep4 at existing open public crossings. Sectian 3. MECHANIC'S LIENS. The Contractor shall pay in fu[I all persans whn perform labar or pro�ide materials for the wark to be perfonned by Contractar. The Contract�r shall not create, p�rmit or suffer any rnechanic's or mat�rialmen's �iens aiany kind or nature to be created or enforced against any property of the Rai lroad for any such work performed. The Cantractoe shall indemnify and hold harmless the Railroad from and against any and all liens, claims, demartds, costs or expenses nf whatsoe�er nature in any way connected with or growing out af such work done, labor perforn�ed, or materiaEs furnished. 5ection 4. PROTECTION OF F1BEi2 OPTIC CABLE Sl'STEMS. a}. Fiber optic cah�e systems may be buriad on the Railroad's properiy. Protection of the fiber optic cable systems is of extreme importartce since any break could disrupt servicc to users resultin� in business interru�stion and loss of revenue and }arofts. Contractos shal] telephone the Railroad at 1-800-336-9193 to datermine if fi6er optic cab[e is b�ried anywhere an the Railroad's premises to be used by the Contractor. [f it is, Contractor wil[ telephone the telecommunications company(ies) involved, arrange for a cable locator, tnake arrangements far relocation or other protection of the fiber optic cabl�, all at Contractor's expense, and wifl commenee no work on the right of way until all such protectian or relacatia� has 6een accomplished. b), !n additio:i to oiher i�idemnity provisions in t�is Agreement, the Contractor shall in�emnify and hold the E�ailroad harmless from and against all costs, liability and expense w�atsoever (including, without lirr►itation, attorneys' fees, eourt costs and expenses) arising aut of any act or ontission of the Cantractor, its contractor, agents and/or employees, that causes or contributes to (1} any damage to or dastruction of any telecommunications system on Railraad's property, and/ar (2) any injury fo or death of any person employed by or on beE�alF of any telecomrnunications camPany, and/or its cnntractor, agents and/or etnp�oyees, on Railroad`s property. Contractor shall not have or seek recourse against Railroad for any claim or cause of action for a�leged loss of pro�'its ar revenue or loss of service nr other consequential damage to a telecommunication company us'sng Railroad's property or a customer or user of services of the fiber optic ca61e on Railroad's praperty. 5ecfion �. COMPLIANCE WITH LAWS. In the prosecutinn of the work covered by Ehis agreement, the Contractar Shall secure any and ail rsecessary permits and shall comply with �II applicable federal, state and Incal laws, regulations and enactments affectii�g tl�e v,rnrk. The CQntractar shatl use oi11y such methods as are consistent with safety, 'both as cancerns the Contractor, the Contractar's agersts �nd employees, the officers, agents, employees and property of khe Raitroad and the pu6lic in generat, The Contractor (without kimiting the generality of the foregoing) shali comply with all applicable state and fecEeral occupational safety aitd heaitt� acts and regulations. �'.II Federal Railroad Administration reg�Elations shall be fol3awed when �vori: is performed on ihe Railroad's property, �f any failure 6y Fhe Cantractor ta comply with any suett laws, regulations, and enactments, sha�l result in any fine, penafty, cast or charge being assessed, imposed or char�ed apainst the Railroad, the Contractor s�all reimburse and indemzisfy tlie Pnge I of 3 E�hihu B UTILiTiES X 8z E RdG 99U76I FOrm Appraved, AVP-i,a�3� Railroad Cor a�i�� st�ch fiife, penlfry, cost, or cl3nr�e. includin�, tvithaait linTitation altorne�•s' fees. court cnsts and expenses. The Ca�tractor f�n-tE�er agrees in the e�en� of an�� such action, iEE3on notice tl7erenf being provided by tfie ftailroad, to def'end such action f'tee of cost, cElar�e, or expense to the Railraad. Section G. SAFETY INS'i'iti1CTIONS. Safery nf personnel, properry, rail operatinns and the public is of paramowtt irnpartance in the prosecution of t�e work p�irsuant ta this agreemeRt. As reinforcement and in furtherance of overall safety measures to 6e nbserved by the Contractor;�nt! nat by way of limitationf, t�e followin�� special safety rules shal] be followed: a), The Contractor sl�all keep tltejob site free From safety and health f3azarCs ai�d ensure that its employees are compete��t and adequately trained in all safety and health aspects of the job. Tl�e Contractor shall have proper first aid supplies available on thejob site so that prompt firsi aid ser�ices can be provided to any �Setson that may be injured on the jo6 site, T�ie Contractnr shall prompdy notify the Railroad of any U.S. OccupatioE�al Safety and Health Administration reparta6le injuries occurring ta any person that may arise during the work performed on the job site. The Contractor shalf have a non-delegable duty to control its empioyees, while they are on the job_site or any other property of'the Railroad ta be certain they da not use, be under tf�e ini]uence of, or have in their possession any alcoha[ c beverage, drug, narcotic or other su6stance that may inhibit the safe performance of wqrk by Fhe ei�-tployee, b). ,;t The employees of the CnE�tractor shap be suitably dressed ta periorm their dutie� safely and in a manner tl�at wil! noi interfere with their vision, hearin� or free use af their hands or feet. Oitly waist lenqtli shirts with sieeves and trousers that eover rhe entire !e� are to lie wom. If flare-legged trousers are worn. the tro«ser �attoins must be tied to prevent catchin3. The empioyees should wear sturdy at�d protective worh bootc and at least the follawi�g protective equip�nent; (]} F'rofective head gear ihat meets AmericaiZ National Standard-Z89.1-latest revision. It is suggested tha# all f�ardhats be affixed with Contractor's or subcontractor's company lo�o or name, {2} Eye protectio�i that meets American National Standard far accupational and edncationaf eye and face protection, z87.1-1a#est revision. Additional eye protection must be provided to meet specific jab situatians such as welding, grindin„ burning, etc.; and ;3) Hearin� protectio� which affords enough atte�tuatinn to give protection frmm �oise levels tha[ will be accurring on thejo6 site. c). All heavy ec�uipment provided or [eased by the Contraetor shal! be ec�uipped with audible bacfc-up warr�ing devices. If in the I opinion of the Railroad Representative any of Contractor's ar any of its subconiractor's equipment is unsafe for use on the ftailroad's right-af-way, the Contractor, at the reqUest of the Raiiroad Representative, shall remove such ec�uipment fratn the Rai�road's ' right-of-way. Section 7. IND�MNlTI'. a). As used in this 5ection, "Railroad" includes other railroad companies using the Raiiroad's propeirty at or ��ear the location of the Contractor's installation and Eheir officers, agents, and empfoyees; "Loss" includes loss, darr�age, claims, demands, acEions, causes of actian, �enalties, costs, and expenses of wilatsoe�er natnre, including eourt cos#s and attorneys' fees, which may result from: (a) injury ta or death of �ersons whomsoever {including ihe Railroac!'s offrcers, a�ents, and emp[oyees, the Contractar's officers, agents, and employees, as well as any other person); and/or (b) damage to or loss or destr�ction of property w�rhatsoever (inc�uding Contractor's property, damage ta the road6ed, tracks, equipment, ar other property oFt�e Railroad, or property in its care or custody}. b7. As a major inducement and in cansideration of the license and permissio�i herein granted, [he Cantractor agrees ta indenmify and hold harmless the Railroad from any Loss which 6s due to or arises from any cause and is assnciated in witole ar in part with the work performed under this agreement, a breach of the agreement ar the failure to observe the healti� and safery provisions herein, or any activity, omission ar negligence arising aut of performance or nonperformaitce of this agreement. However, the Contractar shall not inderrEnify the R�ilroad when the Loss is caused by t�e sole negligence of the Railraad. e). The Cnntractor shall maintain whatever insurance co�era�e is neeessary to adequately underwrite its general and caniractua! liabiliry under the terri3s of this Agreement. E�Z°L' � OI J Lxliihu [i UTII.[ i fES 7; � E RO� 9+Ip701 fornt Approved. A��P-La�s 5ectinn S. R�S`f'OItATIQI�i OF PROPER'f1'. In the event the RaiEroad autl7orizes the Contractor to take down aEiy fence of the Raiiroad or in any manner mave or disturb any of the other prape�ty of the Railso�d in connection with the work to be performed by Contractor, then fn that event the Corrtractor shalE, as sonrr as possible and at Contractor's sofe expense, restore suc�z fence and ather praperty to the same condition �s tE�e same wene in before s�ich fenee �vas taken dowi� or such otl�er progertv was moved or disturbed. Section �. VVAIVCR OF BRCACfi. The w�aivet• by the Railroad of the breacli of an}� conditioi}. cavenai�t ar agreement hei-ein �ontained to �e kep[, observed and perfarmed by the Cantractor shall iii no �vaW impair the right of tFie Railroad to aWail itself of aiiy remedy t'or any subsequent breach thereof. Sectian l0. ASSIGNMENT - SUSCONTRACTING. 'T'he Contraetor shall not assign, sublet or subconEract this agreement, or any interest therein, without the rnrritten consent af thc Railroad and any attempt to so assi�n, sublet or subcontract without the written consent of the Railroad s�all be void. If the Railroad �ives the Contractor permission to subcoi�tract al] or any partion af the wark herein described, the Contractor is and shall re:nain responsible for all work oT subcantractors and al] wqrk ofsu6contractors shall be �a�erned by the terms af this agreement. Pa��c 3 ai'3 Exl�ihil [3 CONTRAC7DR'S RIGhlT dF ENTRY INS. U2146I01 INVD�VING PIPELINE,WIRELINE & DRAINAGE WORK Form Approved, AVP-Law EXHIBIT B-1 Union pacific Railroad Gompany Insurance Provisions �or Contractor's Right of �ntPy Agreement involving F'ipeline, Vilireline, or drainage Wor� on Ur�ion Pacifrc F�raper[y Contractor shaH, at its sole cost and expense, procure and mainlain during the life of this Agreement the following insurance co�erage: �' A. Comrrtercial General Liabilitv insurance. This insurance shali contain broad form contract�a) liability with a single limit of at leasl $2,�Od,00p each occurrence or ciaim and an aggregate limit of at �east $4,OQD,00�. Coverage must be purchased an a post 't998 !a� or equivaleni form, includfng but not limited to coverage for the foliouving: • Bodily injury inciuding deaih and personal injury • Property damage � � Fire legal liabili#y {Not less #F�an the replacemenf value of the portion af the premises accupied) � • Praducts and completed operations :� The palicy shail-also cantain t�e following endorsements which shalE be indicated on the certificate of insurance; • "For purposes af ihis ins�rance, Union Pacific Railroad payments related to the Federal Employers Liability Act or a UnEo� Pacific Wage Continuatian Program or simiEar programs are deemed not to be either payrrzents made or obligativns assumed under any INorkers Compensation, disability be�efits, ar unemplayment compensatian law or similar law." e The exciusio�s ivr railroads (except where the Job site is more than fifty feat (50') from any railraad '+ncluding but not limited to tracks, bridges, trestles, roadbeds, terminals, underpasses or crossings), and explosian, co�lapse and underground hazard shall b� removed. o Coverage for Contractor's �and Railroad's} employees shall no# 6e excluded m Waiver of subrogation 8. Business Automobiie Co�eraqe insurance. This insurance shall can#ain a combined singfe iimit af at least $2,000,000 per occurrence ar claim, including aut nat limited to caverage far the �oAowing: � Bodily injury and property damage • Any and al! motor �ehicles including owned, hired and non-owned The palicy shall also contain the folfowing endarserr►ents which shall be indicated on the certificate of insurance: � "Far purposes of fhis insurance, ilnian Paci6c Railroad payments re�ated to the Federal Employers Liabilify Act or a Union Pacific Wage Continuation Program or similar programs are deemed not to be either payments made or nbligatior�s assumed under any Workers Compsnsation, disability bene#its, or unemployment compsnsation law or simil�r law." o The exclusions for raiiraads (except where #he Job site is more than fifty feet (5D') from any railroad including bu# not fimi#ed #a tracks, bridges, trestles, roadbeds, terrninals, underpasses or crassings), and explosion, collapse and underground haaard shali he rernoved. • Motor Carrier Act Endorsement- Hazardous materials clean up (MCS-90} if required by law. G. Workers Com�aensaiivn and Ernployers Lial�ilitv insurance incfuding but nat lirr�ited ta, o Con#raclor's statuiory liability under the workers' compensatioR laws of the st�te(s} affected by lhis Agreement o Employers' Liability {Part B) with iimits af at least $50d,000 eacYf accident, $500,OD0 disease policy fimit $500,400 each employee If Workers Cor�pensation insurance will na# cover the liability of Contractor in states that require participation in stale warkers' compensa#ion fund, Contractor sha1E comply with the iaws of such states, If Contractor f5 selt-insured, evidence o( state approval must be provided along with evidence of excass workers compensafian coverage. Coverage shall include liability arising out af the U. 5. Longshorem�n's and Harbor Workers' Act, Ehe Jones Act, and tha Quter Continental 5h�li Land Act, if applicable. The policy shall afso contain the fallowing endorsemen# which shaN be i�dicated on the certificate of insuran�e: ■ Alternate Employer Endorsement � Page 1 of 2 GC,�N7RAC10R'S FtIGHT OF ENTRY iNS. U2l1fi101 INVQLVING PIP�l.1NE,WIRELfNE 8� D�2AINAGE WORK Form Approved, AVP-Law �. limbrella or Excess Po�icies In the event ContraCtor utilizes Umbreila or excess palicies, fhese palicies shall "iolipw forrn" and afford no less co�erage than the primary policy. E. Railroad Prntecti�e Liabilitv insurance naming only the Rai�road as the insured with a combined single limit of $2,flfl0,000 per occurr�nce with a$S,OOO,aaa aggregate. The policy shall be broad form .coverage far "Physicaf Damage to Property" (ISO �arm CG 00 35 07 98 or equivalent). A binder stating the policy is in p�ace must be submitted fo the Railroad until the original policy is forwarded to the Railroad. Other Reauirements F. Puniiive damage exclusion must be deleted, which delefion shall be indicated on the certificate af insurance. G. Contractor agrees to waive its right �f recavery, and its insurers, through policy endorsement, agree to waive fherr right of subrogation agains# Ratlroad. Contrac#ar further waives its right of recovery, and iis insurers also waive their right of subrogation against Railrvad for loss of its owned or leased property or prnpeMy under its care, custody and control. Contracior's insurance shall he primary with respect to any insurance carried by Railroad. All wai�ers of subrogation shall be indicated on the certificate of insurance. H. All palicy(ies} required abave (excluding Workers Compensation� sha�l provide severability of interests and shall name Railroad as an additional insured. 5everabiiity of interest and naming Railroad as additional insured shall be indicated on the certificate of insurance. I. Prior to commencing the Work, Contractor shall furnish to Railroad original certificafe(sj a€ ins�rance evidencing th� required coverage, endorsements, and ame�dments. The certificate�s) shall contain a pravision that obligates the insurance company(ies) issuing such policy(ies) to notify Railraad in writing of any carrcellation ar maferial aft�ratior►. Upon request fram Railroad, a certified duplicafe originaf of any required pvlicy shall be furnished. J. Any in5urance policy shall be written by a reputable insurance company acceptable to Railroad pr wiih a current BesYs lnsurance G�ide Rating of A- and Class V�I or better, and authorized to do business in the state(s) in which the ser�ice is to be pro�ided. K. Contractor WARRANTS lhaf this Agreement has baen thoraughly reviewed by Contrac#or's insurance agent(s)/broker(s}, who ha�e been instructed by Cnntractor ;o procure the insurance caverage rsquired by this Agr�ement and acknowledges that Contractor's iRsurance coverage will be prirnary. L. The tact fhat insurance is obtained by Contracfar or Raiiroad on behalf of Contractor shall not he deemed fo release or diminish the liability of Confractor, including, wi#haut limitation, IiabiGty und�r the indemnity provisions of this Agreemenf. Damages recoverable by Railroad shall nof be limited by #he amount of the required insurance coverage, Page 2 of 2 �V f� ,f .� ._ ,4. , �������� � ����r�����c�� ���o�-r � I i � �` �, i ,- � 'I .� ' ������������ ������ IVOT �VAi�d��� �T iblS ill�� I.! � �������� � ������� ���������� ����1�� � � i� .� Notice of Proposed Installation Utility Line on Non-Controiled Access Hig�way rex�s Department ol Transpar�ation Form 1062 (Rev. 4-93} {Previous version(s) nre obsoletc) To the Texas Transpartation Commission da District Engineer Texas Department of Transpartation Fart WortE�, Texas Date; April 6, 200f Formal notice is hereby given that the Citv of ForY Worth. Texas (�wnerl prapases to place a 8". 12" & 20" watcr main within Ehe right-of-way o[ U5 Hiehwav I�Io, 1$Q in Tarran[ Caunty, Texas as follows: The City of Fort Wnrth proposes to replace an existing 8", l2" and 20" water main within the Texas Department of Trat�s�sartation right-of-way of US Highway 180 (E. Lancastcr Ave.): 1.) The proposed $" PVC water main will ex�end within [JS Highway L80 righ[-of-way a distance of 12.3 fee� north of the south right-oF-way line of US Highway 1$0 at its intersecEion with Coriner Road. The praposed 8" PVC main will para�le! the sauth right-of-way line of L!5 Highway 180 a distance of 6Q feet and connect to an existing 6" water line within U5 Highway 180 right- of-way. Methad af insEallation will be by open cut, no pavement repair will be required. iznpravements are shown on sheet l4. 2,} The proposed l2" DIP water main will extend From the south right-of-way [ine of l]S Highway !SO at its intersection with � Conner Rvad in the nonh r�ght-of-way line of iJS Highway 1&D at its intersectron wilh Harwaod 5t. for a distance of i36 feet. � Method of installation will be by bore across U5 I80 thro�gh the existing underpass crossing underneath i!S Highway i80. IYo '' pavement repair wiIl be required within TxDQT right-of-way. Improvements are shown on sheet 14. 3.} The proposed 20" DIP or Pretensianed Concrcte Cyiinder Pipe wili extend frQm the south right-nf-way line nf U5 Highway 18Q at its iptersection with Conner Road north within US [-Iighway I80 right-af way a distance of 16.45 feet. "['he proposed 20" waier main will turn east far a distanCe of 1Q feet paralleling the south right-�f-way line of US }iighway l8Q and conneet to the exisling 2�" wa[er main within US Highway 180 right-oF way. Method of insEallation will be by open cut and will require a�praximately 185 square feef of reinforced concrete walk repair. Improvements are shawn o� sheet 9. 'I'he Line wiil6e consttuctecf and mainfained on the highway right-of-way as shown on the at[ached dr�wings anci i� accordance with Ehe rules, regulations and policies oF the Texas llepartment of Transportation (TX�OT), and alf governing laws, including but nol limited to, the "Federal Clean Water Act," the "Federal Endangered 5pecies Act," and the "Federal Historic Praservatian Act." Upon request by TXDOT, proof oF compliancc with all go�eming laws, ru�es and regulations wi91 6e su6mitted Eo TXDO'I' before coRunencemcn[ aF �onsGvction. Our firm wilE use Best Management Practices tc� aunimixe erosion and sedimentatian resulting fram the proposed Construction and we will revegetate the project area as indicated under "Revegetation Special Provisions." Our �rm wi]l insure tha[ trafhc eontrol measures, complying with all applicable portions of the Texas Ma��ual of Unrform Traffic Conlrol Devices, will be instailled and m�.intained for the durakion of this construckion. 'i'he locatio�e and description of thc praposed water line impro�emen�s and appurtenances is more fuE1y shown on the plan and profile canstructian drawing (4 copies included} which 'rs attached to this natice. Construction oF this line will begin on or after tiie lst day oF lune 20U1. � ���Q�C� - � � � ��� 1.1 iu�i L.��, � � h ,� ~ �'.iL F . :'• � �-� By signing helow, L certify thnt 3 art► authonzed ro represent the Owner lisked below, and tt►aI tt►e Owner agrees #o the conditians and provisians included in this permit. Project Title: Water and Sanitary Sewer Replacement Contrac[ 2W0 WSM-E Walu Project Na. PW53-D60530175976 Sewer Projecl No. PS58d170580I752G0 D.O.E. No. 31 l B Owner: By: � � �;{� _ ,., � � :� � ' � Ti tle Address: Phone No.: (8 1 71 87 1-7R41 Citv of ForE Worth. T�xas A. Dot�elas Radern�er. P,E. L7irector. Eneineerine Denartment 1(� Throckmortor� Slreet Fort Warth. TX 76102 Form 1682 (Rev. 9•93) (PYeviovs version(s} are obsalete) Form 1423 (Rev. 09-931 (Previous Versions ObSa�eie) A�PR01��4L T0: CITY OF FORT WORTH A. D4UGLAS RADEMAKER, P.E. 9 dQ0 THROCI4M�RTON 57. FORT WORTH, TX 7610Z Pe�ifi� ���-�1►J•��7-����4 Hwy. No. US1 �0 Maini�nance 5ection No. 04 Cauniy: TARRANT �ate: A�ril 2�, 2D01 Rev�ew�d & issued By; J. H�LYBEE .. The Texas Deparlme�t �f Transportation (TxDOT� offers no ob�ection to the location an the right-of-way of yout p�oposed INSTALLAITOIV �7F AN 8" PVC, ��" DiP, AN� 20" DIP WATERLIN�S as sf�own by accampanying drawings ar�d notice dated APRIL 8, 2001 except as noted below. It is expressly understood that the TxDOT does nat purpo�t, hereby, to grant any right, claim, ti#le, or easement in or �pon this higf�way: and it is fur�her understnod fhat the TxDOT may require the owner to re�ocate this line, subject to p�avisions of governing iaws, by giving thirtyr (30) days wriiter� notice. Yau are requested to noti�y this office prior to commencement af any routine of periotlic ma�ntenance wf�ich requ�re� �r�ning o# trees within the highway right a� way, so that we may provide s�ecifications for t�e exien# and methods #a gov�r� in trimming, #opping, firee balance, type cuts, painting cuts ar�d clean up. These s�ecifications are intended ta preserve our considerable investr�er� ir� t�ighway pfanting and �eaUtificafiion, by reducing damage due ta trimmir�g. The installatian sf�all not damage any p�t of th� highway and adequate pravisions must be made to eause minimum ir�conveniences to traffic ar�d adjacent �roper�y owners. In the ever�t the Owner fails to comply with any or a�l of the requirements as set forth herein, the 5tat� may tak� such action as it deems appropriate ta compei compliance. See special provisions t��ed °5pecifications for Buried Installatians" or `Spec'rf`ications for Aerial I nstallatians", as applicable. ➢�ddiiional �e�uir+e�eflfs: �'�?C ��ifNlMlJf� I�EPT4� �� �QVEf� FOR �V+� P1E�E f5 3f1" Afi��l] DI� �IPF la 24". P�.ACr A, F�E'I�LILY ID�f� �I�fhBLE Ai�1D SUI; A�L� �Jl,�i�K�R �1T �ACN RI�,N?� OC= �.NA�` ! I�V�' iNl�rR� S�I[] LlN� C�t�SS�S. Please noiify JUD1Tb i�JLY��� af �9i13i0�6��2 4� hnu�s priar fo star�ng construction of f�e line in or�ler fhat we may have a represen#afive pr+esent. The spec sheets, s#afe approved plans, and parmit approva� shall �be kepf on �he jab site fhrough th� duration of the rr�sfallafion. �exas Department of �'ransportation-Far� UVarth S#even �immon , . . istr�ct �ngineer _ 7 +��z�r ��,� ; ��- PenY G. �umett � District Ri ht of Wa Util' Su ervisor 9 Y �Y P I�iatice of Proposed Installatian Uti[ity Line on Non-Controlled Access Highway reXBs l7epartmenk of Transportation Farm ]082{Rev.9-93) (Previous version(s) are ohsafete) To the Texas TransportaEio� Coaunission do District Engineer Texas Deparf.ment of Transportation FoR'IVarth, Texas Date: May 21, 2W 1 Formai notice is hereby g�iven Ehat the Citv of Fort Worth. Taxas fOwoerl proposes to plaee a 8" water main within the right-of-way 4f E. Lcjov 82D in Tarrant County, Texas as follows' Tl�e City of Fort Worth proposes to replace an exisYing 8" water main within ttte Texas Department vf Tr�u►spudation right-of-way of �. I.o4p 820: 'I'f�e proposeci 8" PVC water main will extend from Dallas Avenue at it's intersection with the west right-af-way line of E. L:oop 820 a distanre of 7 feet. 'I`h,e propased 8" PVC ma.in will parallel the west right-of-way line af E. Loop 820 a distance of 37 feet and connect to an existing 16" water main within E. Laop 820 right-of-way. Methad o€ installatian will be by open cut, all warEc is within uza�aved areas and no pavement repair will be required far tk�is installation. Improvements are shawn an sheet 21. The line will be constructed and maintained on the highway right-of-way as shown on the attached drawings and in accordance with the rules, regulations and golicies of the Texas Department of Transportation (TXDp'1�, and all governang laws, including but not limited to, the "Federal Clean Water Act," the "Federal Enclangered Species Act," and the "Federal HistQric Preservazion Act." Upon request by 'I`XDOT, prooi of compliance with al] governing laws, rutes and regulatians will be subtnitted to TXDOT before commencement of canstruc[ion. Our frm rvill use Best Munagement �actices to minimize erosion and sedimentation r�sulting from the proposed Construction and we will revegetate the praject area as indicated under °Cievegetatian 5pecial Provisions," Our firm will insure that tra#'fic contral measures, complying with a11 appEicable portions of the Te�s Manual of Uniform Traffic Contro[ Devices, will be insta�Ied and maintained for the duration of this construction. The location and descriptinn a€ the proposed water line impra�emants and appurtenances is more fully shown an the pian and prafi[e construction drawing (4 copies included) which is attached to this notice. Construction of this line will begin on or after the 7st day of 7une 20Q1, By signing below, I certify that I vn authorized to represent thc Owner listed below, and that the Owner agrees to the conditions and provisions ipc[uded in this permit. rroject ritle: Water and Sanitary Sawer Repkaeement Cantract 2000 WSM-E Wattr Praject No. PV153-460530I75970 Sewer Projed A[a P558-0705801752b0 D.O.� No. 3t 18 Owner: By: Cit� of Fort Worth. Texas A. Douelas Rademalcer. P.E. rF � � ' � ��:�. �i� - � �'li� - - Title: Address: 1�irector_ �neineerine Denartmeot 1000 Ttuockmortan Street Fort Worth. TX 76102 Phona No.: f$i7l 871-7941 Form lasz(Rev. 9-43) (�I'CVk011S YCjS1O�(5� 8fC ObSO�dC) Form 1D82 (Rev. 09-93) (Previous V�rsions Obsalete) Ta: iHE CITY OF F�R� WORTH •-� A. DOUGLAS RADEMAKER, P.E. 1000 T�IR�CKMORi�N ST FORT WORTH, �X 769Q2 ����OdAL Aerrtti��" 22U-W-16fl-0�IU4 Hwy, No. i.P820 Mainte�ance Sectian No. 04 County: TARFiAN� Qate; May 24, 20Q1 Reviewed & kssued By: ,�. N�LYB�E The Texas De�arfinent of �'ransporta#ion (TxDOT) o�fees no objection to the looafion on the right-of-way flf your proposed kNSTALLATION OF AN 8" PVC WATER MAIN FOR 37' STARTI�iG AT 8' TO 24' OFF THE RIGHT OF WAY TO TI� INTO AN EXkSTiNG LIiJE as shown by accompa�ying drawings and notice dated MRY 1Q, 2001 except as noted belaw. Yaur attention is directed to goveming laws, especially ta Ar�ide 6674�w-1, Veman's A�natated Civif Statutes of Texas, per�aining t� Controi of Aooess. Ac�ss for seroing this instal4a#ion shail be I�mited to access via (a) frontage roads wher� provided, (b) neartiy o� adjacent public roads or str�et�, 8 trails afong ar near the highway right�f-way lines, cannecting only fo a� inte�secti�g r�ad; from any one or all of which e�try may be made ko #he outer p�rfion af the h'sghway right-of-way for norrnal service and maintenance aperat�ons. The Owner's righfs of �access to the through-fraffrc roadways and ramps shall be sub�ect to the same r�les and regulations as apply ko the general public except, however, i# an er�ergency situation occUrs a�d usual means of access for normal seroice operafions and wil! nat permit the immediate.,action required by the Utilit�► Owner in making eme�ency repairs as requi�ed for the safety and welfare of the pubfic, the Utility Owriers shall have a temporary right af acoess fo and from the thraugh-traffic roadways a�d ramps as neoessary to -� aocomplish the required emergency repairs, provided TxbOT is immediately nati#ied by the llt�7ily Owner when such repairs ar� initiated a�d adequate provision is made by the lJ#ilify Dwnerfor convenier�ce and aafety of highway traffa. It is expr+essiy understovd that the TxDOT does not pu�par#, here�y, tn gr�nt a�y right, daim, lifle, ar easement in ar u�on this highway, and it is further understood thaf fhe TxDOT may requlre the owner to relacate this line, subject ta provisions of goveming laws, by giving `hirty (3Q} days written nnfice. You ar� requested to na#�y this o�'ice prior to commencemeni of any mukine or penadic maintenance which requires pNning af trees wEtl�in t�e higf�way right-o# way, so thaf �re may pravide speci�cations for the exient and methods io govem in trimming, topping, tree balanoe, lype of cuts, painting cuts and cEean up, These specificalions are intended ta preserve our considerable investment in f�ighway pianting and beautif'ication, by reducing damage due ta trimming. The installatian shall not damage any part of the highway and �dequate provision� mus# be made ta cause minimum inoanvenisnees to tra�ic and a�jacent property awners. In tf�e event the Owner fails to comply wifh a�y ar all of the requiremer�ts as set fa�th hereir�, tf�e State may take such actior� as 9t deems appr�p�tate to compel compiiance. See speciat provisions ti�ed `Specifications for Bu�ied Installat�ons" or'Sp�cifications �ar Aerial Enstailatians", as applicabie, s� Addiiiflnal requiremer��s TH� MINIMUM DEPTH OF COVER SHA�L BE 3Q". BO�E �1LL EXISTING PAVED ROADWAYS, DRIVEWAYS, ANC} HIGHWAY STRUCTiJR�S. Please �otify Ji��I�#; �IO�Y��� at �1ir3�E!-6��� forty-eight (48) hours prior to starting cans#rucfion of the line in order tF�at we may have a r�pres�n#ative p�se�t. This permit with all ifs attachments shali be kept or� job site at all times. Tex artment of i�anspa�ation-Fort Worth Steve E. 5immons, � E. District � ineer � Z 1�-K' 9y: 4'e . ume� v ' District �ight of Way litility St�pervisor � I + �.�,., ;.;� . - `_ _ ��F;* _ _ _: `_ ,. -.. - _. • � � _ _ . . - :_�;= _ - � - - _.:h' a.�Y,'. . ..! - � : . � ' �. s ��c�.. . � � ... . .. .. '., - .i .. , � ; _.`_ . ., .. . . ' .1.... . .. ... . t .i:l.'� - • , ' _ -,. ' 'aj: . = , „ .. , - - t' . . . , , .. ' �r.. ..,. - � . . . , , . - � ' . ,y, . '• - s � .. -. . . , ,. .: . - ..[;.. v:, . � . . ,. ... � - '. .. � � - ., - ,., . � . ... .. - ' SF _.' . . _ _ �.' ' . ' � . - _i.... ., fi&.- I � _ . , • " _ � � . _ ��-- ��.f' . . � � ' - �j. . ' , . . ,. ... _ ..:l� w�l, .. �. , , . ., ' ' _.�y. �'_ - . : . : .�: . . r - ���=�=-:� � . : � -. . ; � -:s:_� _ . :�� _ = - - - , �.��.:r. � :� . _ . _ - ., � _. . � ,f ya'� " ' _ ' , - � : . , -. , ;:: s.. :�. . ,�,"...., . . .. . -- _ .. . , I` . . :F{. . . � ' _ r,, . . . � .a. . . .. '.:i.•;� , ..'� - TEXA.S DEPARTMENT OF TRANSPORTATION FQRT WORTH DISTRICT � ����������v�°� r���� �� ������a�� a ��� �or� Sit�n��r� �o�a� a�� h�urr fl��i� �h��l �� gi�+�� (Please have the follawing in�ormafion ready wh�n yau call) �EB��T �' HIG�I�AY 1��. lf�� ��P��ANY ��IViA� N/�I�E AiV� �ELL IrII�, C��`�'��T�R. C��9��1NY I�A�+Y� ��E�EN�A�1'� �I�iME ���E�lAf�'� ��1.04� 1��. ���i ��� ������ ���� �N ADDITION: ST�4f�ING P�us� b� done �4 haurs prior ta the job start STOCi� PILrN�' St�� piling wikl pnly b� p�rmitted with permission pr[or to the job st�rt. Dnce, �rmtssion has been granted s�ock pilEng can sta�t 48 hours prior beginning of the job start. The placement of the stock pile shail b� placed on the righ# of way 1ine. The curb and the pavemer�t wii� not I� obstruct�ti. I� there is an insu�cient amount of righ� of way (de�med on a case by case basis) it wil[ b� recommended that a construction easemen� b� obtained from �he adjacenf �roperty owner. Shou�d a job i� pl�ced on hold o� b�half of a part�+ other ihaf the Texas Department of Transpot�taa�ion, a grace penod of 48 hourrs wi�l be aliowed a� which p�in� materiafs and �uipm�ni shaEl be removed from the State's �gh� o� way o� the Texas Department of Transporhation reserves the �ight ta have ma�erials and eq�aipment removed and imp�un�ed at the ow��rs expense. �c�prron�s ro r�� �s �rR �u�E AE►4�AL CROSSIIUGS sha[I give a 72� Hr. (wo�k days) notice prior to the ins�ll�tion ��e Aerial Crossings Ode� S�ate Highways {p�ge ) L.AI�E CLOSURE.S'sh�ll give b�ir�g altered. *S� Lane Closu�e5 (page a 7�. Hr. {work days) no�ice prior to the flow of �rraffic r� ��.���� ���1���..� ��� ������ ��,���3��i��� ��i�� Not�fic��ion is required forky-eigh� (48} hours prior io the beginning af any excavatior� within the right o� way in order that the State may vet�ify tF�e existence o� any electr�cal wiring andjor fiber opfiic cable. For �LECTRICAL WIRING LOCATES cantact: Mr. James Ward � � 7raffc Signal De�artment Phone # (81i) 37Q-5571 �ar TRAFFIC MANAGEMENT �YBER LOCATES contact: Mr. Billy Manning Traffic Management Phvne # {817) 37D-6745 FAILURE T� PROVIDE NOTIFICATION WILL RESUL iIN THE I,�'1MED�ATE REPAIR AT HE GRANTEE:S EXPENSE, �� .� ��; �,... ,� T��S C��P��T���i O� `��41V�P��i�`��O�d ���°���i n�o. � s������ ��oux�����rs ��Ft. �f��i`AL�4iiON �F Uil��ii�� Ol� 1-��G�IIi�►/�Y �T�Hi-01���A"� ��D���f�►� i��l9l' QF �/�Rff Ig/�'T� HIG�fI�.� Y C�f�l�'I��P�R OR �'P.Ai� 1�`OR��S If any portion of related F�ighway is un�er constrUction, n� Ufiifity Owner's Forces or Contractars sha11 enter within the highway right af way without first �onsulting �Y�e H'rghway Contractar and maki�g necessary arrangements to coordinate instaiiation of its facifities with Highway C�nstruction. Ali work relative to ins�allatio� o� Utility Owner`s facilities shal{ be conducted in sueh manner as not �o interFere in any way with operations of the Highway Contractor. The above requirement5 with respeck to coordination o� work with H�ghway Con�ractors shall likewise apply ta work being done by State Forces. �'!'�'Ai9l[��5,�14I L����191 D�IgRO��iS�� �l'PiL.IiI�S No eh�anges sf�all be made in appro�ed location of utili�ies within limits of �ighway righ� of way witl�ou� prior a�t�orization of 7exas Department of Transportation. ���'�I�i1��/�T O� �ITd�'��F'��1�� AI�ID AI�PdI�i�191.4J�►C�� No deviations s1�all be made from the locatton of underground lines approved or � designated by the Texas Department of Transpo�tion e�tt�er durir�g planning or const�uctian to ��oid utility poles. Where suc� poies are adjacent to any proposed underground li�e, Uti�ity Owner shail make necessary arrangemer�ts with ather Utility � Owners �or moving poles �nd appur�enances andjor suppor�ing same dur�ng trenching - operations. Any poles, ancF�ors, etc. relocated to clear the proposed undergrour�d line ��at! be moved tow�rd tt�e �ig�way righ� of-way iine and lo�ation shall be subject to the 7exas Departmen� o'F Yrar�sportation appra�al. �`...._ � ' U:1'f�and Out\TXDOT Specia! Rec}uircments.doc Orig. lanuary 28. [ 992 r� _ _. Y MA11A T�XAS DEAARTN�E[dT OF TRA(VSPORT�T30id DYSTRICT NO. � SP�CYA� RE�UxR�ME'1VTS PAGE 2 �l-l�I4fI�'SIOI� O��f?�.1�L� DRA1'�,�II�G,� iD STAi�° �rin� af detail�d drawings showing exac� �lan iocation and pro�ife of ur�derground line s�alf s�bmitted to Texas D�partme�t of Transpar�afion wel! in advance of cons�ructior� o� Ifne, for verifcation that location of line is in accorda�ce with requirernenis specifed herein. �i�f�'1�+G ��' Ui'��.r1�YL%��'��1�.4,�V�I�C`�° o�° co�r��u�r�o�r Uii�ity lines sf�ali be sta�Ced 4vel! in ad�ance of cons�ruction of line so that Texas Department oF Tra�nsportaiion can inspecf staking ta verify that alignment conforms to �equirements sei out herein and that �tl�er� is no conflict with highway facilities. � lJti�ity Owner shai! give Texas Departm�nt of Transporta�ion not (ess than farty-eigh� (48) hours natice ahead of tiime when staking of l3r�e will be completed, f'+`" IV�i�'�2C�T�'01'� �'�A�A�Vl�Ol�d'M�Y4ri 4I��O�9 iIOI�A�/T�AR�Z�� �Y ��`Rl �9'�'�l ill� A.��ICYV1o9�IV i �rs ��Ii��l�'�'�'� Ld� i��IP� �Q �TH�R (li�Ili'iY O!�!!!V�'R�' T� is ex�e�ed that where tF�e installation of utility line has been ,authorized, such installatiari will be made within a reasonabl� period after approval of permit, otherwise, the� Texas Department a� Transportation reserves t�e right to assig� ihe location originaliy approved for the I�ne to ana�her utility. if constr�ctian of U�lity line has not been sta�ted within four (4) mvnths after date of approval, the Utility Owner snall immediat�ly r�otify the Texas Depar�ment o� Trar�sportation whether it is stil� intended to instal! the line a�d the date construcEior� will commence. If the owner intends to abandon a!I ar ar�y part of �he authorized location, the Texas Department of Transportation shal! be in�ormed �ccordingly so that such abandoned loca�ior� may be assigned to o�her utilities if deemed necessary by tf�e Texas Departrnent of irans�aorta�ion. � Cl:Viand O�tl`I'3CDOT Special Requirementsdot Orig. ]anuary 2$, 1992 ROW Ufiiity Stction -- - �- - � TEXAS ��PARTA9Ei�Y O� TRAIdSPORTJ4'fION DISfR�GT I�dO, � SPECYAL. REOUIRE�9ETfTS P1�GE 3 IIYS�€GT,X�I�I �Y ��i� �EPARiA��f�T O� ��d%6���f��sa iT�l� R�'�R�'�� ��i�i ��€�� Utiiity Owners shall inform their force�s or contraetors that all Utility installations aut�orized by Uiiliiy Agreement or Permit shall b� s�bjec� to s�ch inspection and tests as may be deemed nece�sary by the Texas Department of Transporta�ion to verify t�at work is being .: c�ane in accordance wi�h the Texas Department of Trar�sportakion requi�emen�s. A!I supervisory personr�el shal! b� instructed to furnish such information and cooperation as may be required ta per#orm such �nspectian. GaPYO� P�l�l��i' �l',�'J�,� �'�'f�° � - A copy of �he appro�ed permit shall be f�ept on the site of the wark a� all times when work is in progress. ��l�L T�l�i� SU��� C/%SIGiN �1P�� i1VS,��'�O/V The U�iiity Owner shail provide competer�t f�ll-t�me on-the-site su�ervisors or inspectors for all utility installatior�s either authorized by permit or co�ered be utility agreement with the Texas Department of Transportation. r�r�������o�a i��f� o� ��r��s Any pipe incorrectly-� located during� construction to conflict with any highway struct�re shall be remo�ed �and iaid in proper lor.atioR at entire expense of U�Iity Owner. �'�C�ig���� t�l�'��Gf�i��4 Y��C��.IT��S' DU�f+�G �l �'�T���+4 T�ip�l O� �,ih�E All canstruction operatior�s rela�ive to instal(ation of tF�e pipefine shal! be conducted in such manner as ta protecfi highway facilities from damage at �II times. �lS�'C���t O�° �X���� �i� VA iiOl ��fV� C�.�'�4/i� LIP Exc�s mai�rial from tre�c� excavatior� shali be removed from highway �-ight�of-way and job site cle��ed .up �nd fef� in satisfactory co�dition. 1 �... U:1Hand put1TXDQT Special Requireme�ts.doc Orig. lar�uary 28, � 992 n _.. � nnnA 7�XdS DEPARTN9Fl�fi7 OF TRAiVSpORTATXOIY D%STFtYCT �O, 2 SF�ECxAL REOUIREMENTS P�1GE 6 PRfii��'T,iDIYI BF�C�i�IVf Lli�L�TX�� a} Priar to select�ng a loeatior� for a proposed insta((ation or accepting a faeation suggest�d by the State for such ins�allation, the Ufiili�y Compar�y shal� t�ake a11 necessary steps to d�termine tf�at t�e �ocation is nofi already occupied by another Utility and ta dete�-mine thaf no damage will be dor�e to exisifng Utii�ties. b) Prior to beginning actual cor�structian operations �h� Utility Compa�y shafl notify ail ot�er Utility Companies wha may ha�e �aeilities in the ar�a so t�ey can determin� if th� proposed constructi�n wilf conflict with or otherwise damage their faciliti�s. US� �F Pl.��"1'�� PI���1Y1] 1P�a�YIM�%4��I� P.iPL a) Plastic pi�e may be used for gas Jines provided the inter�al pressure does nat exceed si�y (5�) pounds per square inch, they are �ncased frvm right-of-v�ray line �y ` to rigt�t-of-way line on crossir�gs an� have at least thi�ty inches af cover. The maximum size of plasti� pipe gas lin�s sha11 not �xceed six inches. b) Vllhere r�onm�tallic pipe 'rs ins�al�ed langitudinally, a metal wire shal! be concurrently ir�stalled or ot�ter means shall be provided for detection p�rpases. c) Plastic pipe may be used for water lir�es provided the mir�imum deptt� is thirty (30) inches. Encasemer�t shafi be as pravi�ed in Rule 21.45 of th� Utility Accommodation Poiicy. ���V� GPt�ClI4�D A�P�/�4i�l��f'���5 i� NIYY�l��Il��l■V t//��d/i�i/ Abave grQund ir�stallat�an, suc1� as pedestals, fire hyd�ants, met�rs, etc,, ins�alled as part of an undergraund utility shali be located �t or near the rigl�t-of-way line, we11 outside the highway maintenance operation area. ����� The u�ility company sha1l piace a read�ly iderttifiabie and suitab�e marker at each rigi�t-vf �`-�- -- way line for hignway crassings except wher� marked �y a went. U:IF�iand ClutlZaiDOT Sptcial A�quirements.doc Ori�. Ianuary 28. 1442 ItOW Utility SeCtion � �T�YL�T°l� ���i�Tf�U�"Y�N 1J�O�.P� �� �A�"�1 F���i`�, �l� �4 �141�� A�I � ��" fV ���`� �OR �➢i���'il( YN���1�����l�� Except, i� case of an emergency as men�ior�ed la�er he�e�n, no work �rhi�h requires ir��pectia� by ar� agent o¢ �h� Tex�� �epart�aaent �f iran�p����o� �+iil be permiL�ed on �afiurd�ys, �undays vr at nigh�. �n t�e even� the Utility �wner believ�s that Saturday or S�nday work is necessary due to an emergency, such as t�e necessity to avoid complication in ope��t�on o� owner's �tility pian�, or to permitted pro�iding t�at tF�e U�ility Owner agrees to: A: Obtain Texas Department of Trar�sportati�n approvai a� least 48 hours in advance so that arrangements can be made to have a Highway Inspector �res�nt. Failure to gi�e advance notice will be sufficient reason �o nat grant approval for working. � B: Require his Contractor tn ha�e sufFicie�t persannei and equipment on the job to efficiently pra5ecu�e the wark. C: Have owner's supervisor or inspe�or present on the job at a[! times while t�� above types o� work are in Progress. For nighttsme {ane closures regarding aerial cross�ngs see `�Aerial Crossings". � ., � II�����Al`� 1�Vl��i'�i�F�. To assure the safety of the traveling pubfic, as w�l� as the ca�tracto� and his crew w�ife minimizing on behalf of th� state its liabiliky, no wark shail be allowed during inciimate w�ather. By d�fnition inclimate wea�F�er is defined as Weather that is hazardous to the safety ar�d welf bEing afi one and/or anes surrour�dings or belonging, IncEimate weather such as rair�, fog, snow and sleet effects visibif iiy and/or iraction. The res�lt af working during inc�imate weather could resuEt in site sh�tdawns. In cases of emergenci�s! lights and traffic cc�ntraf devices shall afways be useo, wnii� following t�e guidelines of the TMUTCD. NOTIFICATION shall be given within twenty-four (Z4) hours via facsimile, telephan� and/or U.S. Mail as cfetermirred by district. ����� Appro�riate meas�res shall be re�uired in the interests of safety, traffic canvenience and access to ad}acent prc�perty. Appropriat� signs, mari�ings and barricades shal! �e placed by the utiliiy �rior tv the beginning of construct�on and shail be main�aine� �a properiy warn motorists, All traffic conirol devi�es shali canfarm ta the TMUTCD. Na traffic shall be bfocked or stopped at any time with ou� the presence af a vested �lag person to warn and contral trafFic. � Wher� the cost of �nstallatio� is the responsibility of the �tifity firm, the department shall re�uire reimbursement for it� cost of ineasures that t�e department may take in the interests of traffic safety, ar restoration and repairs to �he highway, which are made "'`' necessary by th� utiiity instailation. A1f u�iiity canstruction equipment s�all be �arked t�irty feet firom pavem��t structure wnen equipmer�t is not in use. ���� ����� � � Roadways adjacent ta utility canstruction sites shafl be ke�t free from debris, roadway ca�str�actian ma�erial, ar�d mud. At tF�e end of every canstrucfian day, cons�ruckion equipment and materia�s shall be removed as far fram the raadway as feasible: Tf mudding .. of the raadway acc�rs at any time, road shal� be cl�ared at ihe end af each day, with each ocGurrence when traffiC allows. Wher� urifity f�stallakion is compfete, the right-of-way shall b� reshap�d to its original condition or better and the area reseeded or resodaed to reduce erosion. Sf�aUld settlem�nt or erasion occur wirhin six (6) months after utility ins�aliation, the utifity shall reshape, reseed ar resad the area. The department sha�f specify prompt replaceme�t of sod, removal of debris, and any ather restoration necessary �o place the highway in 'cor�dition �quai to that pr�or to �he utility ir�stailation. � T�DOT wi11 restare sites that a�e left to an unsatisfactary standard {debris, mud, etc.) after noti�cation from tf�e Texas Depariment of Transportation. These sites will be restor�d �a an original or be�er grade. The Per�nitee sha!! reimburse the cost inc�rred for repairs by �,,� the State. These casts include matters of traffic safety or r�storation and repairs to anyfihing within the 5tate right-of-way; including,.but not limited to, raads, drives, terrain, landscaping, fence�, etc. � �i'ANDARD �XCEPTIONS FOR �' � � � � � � ��� � �I � � � _� � � �� � . � � � � � � � �, � �� �� � N � � b �° a �' �� o� a� �� � �v � u z W o� a� c� � �� u�i a �a a� �� �� ., gd � R�QUiREi�ENiS � --- �)C�SYI[�G LIN�S L.00ATI01� -- N�ar ROW [ine. Crossings LOCATION - May deviate from perpendicular shou�d be perpendicular. requiremen�s. Urban fongitudinal lines may VENT — At least one required, r�main except urtder roadways. MARKERS — Required DEPTN - Minimum total depth of 2�" if encased D�PTN — 18" usuai and " minimum or 1/z or 3p" if not eneased may be �ermitted. diam. of casing under subgrade; 30" �NCASEMENT -May be o�ni�ted on law Farm to tota! cEear depth at ai1 points where Market Roads and law vafume highways if encased; 36" total clear depkh where r�ot protected by a reinforced concrete slab ar i� 6' encased. (Langitud�nal) under pavem�nt surface and 4` undQr ditch. ENG4SEMENT — Under roadways, ditches and struciures. � LOC.�ITi�N - Near R�W lir�e. CrossEngs � snould be per�endicular. �� MARK�RS -- Required DEPTH - Minimum 18" under subgrade � or 60" under pavement surFace; 48" � minimum under ditches. Except�ons � may be allowed if protected by � reinforced concrete slab. � ENCASEM�NT — Not requ9red if welded � steel co�struction af hea�ier wall � � t�ickness and/or higher strength steef, � � coated and wrapped, cathodically � �protected and other measures as � required. Limits of protection are the � same as that for encasemer�t. � � � � � � � � � uu a Q � L4CATION - Near ROW tine. Crossi�gs should be perpendicular. DEPTN - 18" us�al a�d 12" minimum or Yz diam. under subgrade� 24': tatal clear �depth below sur�ace. c�NCASEMENT - Same as for encased high-pressure lines or none if catY�odicaEly protected a�d agree to future pavemet�t cuts. �OCAliON - Ne�r R�W line. Crassings shauld be per�endicular. DEPTH - 18" usuat and 12" minimum or '!z diam. ur�der subgrade; Z4" total c�ear depth belvw s�rFace. ENCAS�MENT - Under roadways to cEnter of ditch and under m�dians. F�cception al{awed for wide medians, for pipe at 30" or greater diam. under low volume roadways, and under side raad entrar�ces where justi�ied by traffic, raad condition, and locaf practice. L.00ATIOfV - May deviate fror� perp�ndicular requaremen�s. Urban longitudinaf lines may remain in a�ater separation. DE�TH - No exceptians permitted. ENCASEMENT - Not required if we[ded stee! construction of heavier wall thickrEess and/or higF�er strength steels, coated and w�ap�ed, ca�hodically protected and other measures as required. Limits of protection are the same as that �or encasement. 5uch increased measures nat required on bw volume Farm to Markef Raads and low valume �ighways if protected by a reinforced cancrete slab or if 6' e�nder pavement surface and 4' under ditch. LOCATIQN - May deviate from perper�dicufar requirement. Urban longit�dinal fines may remain in place �xcept under except under any roadway �a be� �re}ca�structed, provided there wiii be no fiature pa�emer�t cuts oth�r than on law volume roads. DEPTH- Minimum �otai depth a� 18" may be permit�ed. ENCASEMENT— IVo exceptio� permit�ed. LOCATIOlV — May deviate fram perpendicular requirements. Ur6an lor�gitudinal lines may remain in place excep� under any Toadways to be (re}canstructed, �ravided rneas�res are taken to avoid future pavement cuts on any high volum� roadway. DEPTN - Mini�um total depth of 18" may be permitted. ENCASEM�NT -- may be omiited for pipe of 24" �r greater diam. Under low volume roacis. NON-C�NTROLLED ACCESS HTGHWAY (CON'T� � W � � � � � � � � 4 � � �� �� � �� �� �� � d e� � � � � STAN DARD R�QLlIREM�NTS LOCATION - Near ROW line. Grossings should be perpendicular. DEPTH -�.8" �sual and ].2" minimum or �/z diam, unaer subgrade; 24" total cfear depth below s�rFace. �NCA.SEMFI�fC -Only if under pressure o� does nat meet standards. if encased, requirements same as water lines, MA'T�RIALS — Cast iron or equal at crossings of high volume roadways. Otners permitted for longitudinaf lines and crossings of fow volume roa�ways. L�CATION - Longiiudinai 1' ta 3' from R4W ar E�ehir�d outer �urb. Short exceptiot�s permitted. Crossing - NO pnles in m�ciian. Po{es 1' to 3' from ROW or �ehind outer curb, with varia�ion permitted oniy wF�ere ROW is over 300'. Crossings shall be perpendicuiar. At skructure, rerout� around approaches or sufFcie�t to provide f50' horizantal or 3Q'vertical dearanc�. V�RTICAL CLEARANCE — �.8' for communication �ir�es and 22' or greater as required by law for �ower lines. TYPE O� CONSTRUCTTON — LongiCu�inal lines si�all be sir�gle pole construction. EXCEPTIONS FOR EXIST�I�iG l.IN�S LOCATIqN - May deviate from per�endicvlar requirements. Urhar� longitudinal lines df satisfactory quality may remain at any location provided ma�hales can be satEsfactarily adj�s�ed and m�asures are taken to avoid future pavement cuts. MATFRIALS — Requirements for materials may be waived if line is of satisfactory quaf ity. DEPTH -- Minirnum total depth af 18" may k� permitted. L�CATIOIV - May deviate from per�endicufar requiremenLs. VERTfCAt C�EAFtANCE - No excep�ion p�ermit�ed. TYP� OF CONSTRUG�ION - No exception permi�ted. L�G4TiON - N�ar ROW line. Crossir�g should be LOCATIOlV - May d�viate from perpendicufar p�rpendicular. Lon�itudinal Eines may be requirements. llrban Iongitudir�al lir�es may � placeti by plowing or open trencki. remain excepk under roadways. -; � MARKERS - Required DEPTN - Minimum tc�tal depth of 24" if encased �� DEpTFi -�8" usual and 12" minimum of �/z or 30" if not encased may be permi�ted. C7 � diam, of casirtg under sUbgrade; 30" total cfear ENCAS�MEiVT - May be omitted on low volume �� deptt� at a1! paints where encased; 35" total Farm to Market Raads and law volume hignways � clear depth (wh�re not encased), if protected by a reinforcec! c.��crete slab or if fi' � ENCASEMENT — Under roadways, ditches and under pavement surface a�d 4' under ditch. structures. �� � �� �� �� �� � �� � � LOCATION - Near ROW line. Crossi�g shou(d be LqCA7I0N - May deviate fram pe�ndicular perpenclicular. requirements. W�ere encasem�nt is not DEPTH - 18" under pavement; �4° ou�side instafied, �tility shouEd agree to no pavement pavement area,�it�cluding �itcties. cuts. �ongit�dinal lines may remain except under ENCASEMENT -None required unless clirected eenter medians, througf�-traffc roadways or by District Engineer far hazardous iocations conneccting roadways (incl�ding shoUlders). s�ch as near bridges, structures, etc. Where DEPTH- Where materials and other conditians yr�r7rn.r.n.-.h' �' F�11-.J .�4:1'�.. L_..IJ '. '�. L• �. • ��w.�.."....��� 1� i�C� Ii����uc:u! u+.++l�r .i+iuuiu ayiC;C �u�liirr ChI.C}1LIv�15 Illdy LtC �?Ci11lIL�t'Cl rO( a ta no pavement cuts. reduction of 6" from standard requiremen�s. .�•�, �...... � w.. � � � � � � � � � � � � � � � ...�' � � � � � � � _�. � � � � q a a �� U � �� N a � m a � 8 0 z V - - - �Y�FtI�iDARD — REQUIRE�iEf�TS � LOCATION — Near RaW line. Crossings c� � should be perpendicula�. a� V�NT — At (east one required. 4 � MARKERS — Required �� D�'PTH — l��" usual ar�d 12" minimum ar �� 1/z diam. �f casi�g under subgrade; 30" �� tatal clear d�pth at all poin�s wf�ere �� encased; 36" totai clear depth where not � a encased. (Longitudinal} � e ENCASEMENT -- Under raadways, ditch�s, � �, structures and center medians. � Excep�ions allawed for wid� medians. �XCEPT�ONS FOR . _ �XiSi�i�G LINES LOCATIDN -- May deviafie fram perpendie�{ar re��irements. Urban fongitudinal fines may rEmain in outer separat�on, DEPTH — Mir�im�m total depth of Z4° if encased or 30" if not encased may be permitted. {Langitudi�al) �NCASEMENY — Under roadways, ciitches, structures and center medians. Exce�t�ons allawed For wide medians LOCATION - Near ROW line. Crossings LOG4TION - May deviate from ° should be perper�dicular. perpendicular.requirements. Urbar� �� MARKERS - Required lo�ngitudinal lines may remain in outer �� DEPTH - Minimum 18" u�nder su�grade or separatio�. �� 60" under pavement surface; 48" MARKERS - Required �� minimum under ditches. �Fxce�tions may DEPTH - No exceptions permitked. � j be allowed if protected by reinforced �NCASEMENT - Not required if weided �� cancrete slab. steel construction of heavier wall �� ENCASEM�NT — Not required if welded thickness andJor higf�er strength steels, �� steel constructian af heavie�- wall caated and wra�ped, cathodical�y �� thickness and/or higher streng�h steels, protected and other measures as �� coat�d and wrappeci, cathod�caliy required. Limits of protection are the � pra�ected ar�d other meas�res as same as that for encasemen�. � requi�ed. Limits of prot�cfian are the same as t�at for encasement. L�CATIOfV - Near ROW line. Crassings I.QCATiON - May de��ate from shauld be perpendicular. perpencficular requiremet�t. �rban � D�ATH - 18" usual arid 12" minimum ar longitudinai lines may remain except � �/z diam. urider subgrade; 24" tatal clear u�der center medians,�roadways in tE�e � depth befow surface. controiled aecess area, ar any ot�er ���iVCASEM�NT - Same as for encased roadway to be (re�cor�structed, provicied � high-pressure Gnes or none if cathodicaNy there �nriil be na future pavement cuis � proteeted and agree ta na future other tf�an on law volume raads. � pavement cuts. D�PTH- Minim�sm tatal depth of 18" may be permitted. ENCAS�M��IT — No exce��ian permitied. I �OCATiON - Near ROW line. Crossings LOCATIOIV - May deviate frorn ' should 6e perpendicular. perpe�dicuiar req�irements. Urban D�PTH � 18" us�a1 and 12" minimum or IongitudinaC lines may remain except 1/z diam, under subgrade; 24" tota{ clear under cente� medians, roadways within depth below su�face. the controllet� access area, or any othEr � � ENCASEM�fVT - Llnder roadways to center roadways to be (re)constructed, pravided , � of ditch and under medians. �xcep�ion there will be na future pavement cuts � alEowed fo� wicfe medians, for pipe af 30" other tl�an an tow volume frontage roads. ar grea�er diam. Under law volume DEPTH - Minimum total dept3� af �8" may ; frantage roads, and under side road be p�rmitte�. entrances where 'us ifed b traffi 7 t i y c, road ENCAS�NI�NT — Ma be omitted far i e Y PP ; condition, and local practice, o�' 24" ar greater diam, Under low valume CO�ETRai.LED �►CC�SS HiGH1�i1A,Y (CON'T) STAP�QARD �'XCEPTIONS FOR � � � w � Y � a � � d � � 0 c2 � ��� � � � ��� ��� � � � � �� �� �� z � �� O �a o� �� �� �� � � �� �Q REQUIR�M€�dTS LOCATI�N — Near ROW line. Crossings should be perpendicular. QEP'T'�i — 18" �sual and 12" minimum or'/z diam. �nder subgrade; 24" total clear d�pth below surface. ENCA,SEMENT � Only ii ��der pressure or do�s not meet standards. If encased, requirernents samE as water lines. MATEftIALS — cast iron or equal at crossings of high voiume ro�dways. Others permitted for longitudinal lir�es and crossings of low vvlume raadways. �XISTING l.If�ES LOCATION - May deviate from perpendicular requirements. Urban lo�gitudir�al lines rnay remain e3ccept under center medians a�cf roadways in the cantrolled access area, �rovided they are o� satisfactory quality and depth, manholes are adjustecf, and future service iines will not �iolate access cantro! or disturb any roadway. MATERIALS — Requiremer,ts For materials may be waived if iine is of sa�isfactory quality. DEP7N5 — Minimum total depth oF 18" may be permitt�d. LOCATION - Long(t�dina� Z' to 3' From ROU'J or I.00A'T'ION - May deviat� From perpendi�ufar behind outer eu�b. Short exceptior�s permit�ed, requirements, Cross�ng - NO poles En median. Poles ir� outer V�RTICAI. CLEARANCE - No excepiian permitted. separation only when ROW is over 300`, and must TYPE' OF COlVSTRUCfI�fY - No exception permi��d. be 30' From rr�ain iane and 2Q' from ramp shcaulder edge, Crossings approx. perpendicular. At Structures, reroute around a�proaches or su�cient to pro�ide 15Q' horizant,al or 30' vertical clearanc�. VERTICAL CL�P+�t,4NC� -- 18' far communicakion lines and z2' or greater as required by law iar power lines. TYPE OF CONSiRUGTlON — Longitudina[ lines shal� be single pofe constructian. LOCAiION - Near R�W line. Crossing sha�ald be perpendicufar. Langitc�dina� lines may be piaced by_p(awing or open trench. MARKERS - Required DEPTH -�8" usuai and 12" minirnum af �/z diam, oF casing under subgrade; 30" kotal clear depth at a!I poi�ts wh�re encased. ENCASEMENT-- Und�r roadways, ditches, highway structuTes, and center m�dians, Exceptions allowed Far wide medians, LOCATION - May deviate Frorn perpendicular rey��r�ments. Urban longitudinal lines may remain. DEPTH - Minimum tota� depth nf 24" if encased or 3�" i� not encased may be permitted. �`� ENCASEMEM' —No exception5 permitted. LOCATZON - EVear ROW iine. Crossing should be perpendicular. D�17TH - 18" ur��er pavernent; 24p outside pavement area, including ditches. ENCASEMENT-No�e required �nless directed by Districk �ngir�eer for hazardo�s locations such as �ear bridges, 5truct�res, etc. Where encasement 15 flOt 11'15�3II2d, utility should agreti: ta no pavement cuts. 'LOCATION - May deviate from �rper�dic�lar requirem�nts. Where encasement is not installed, utility should agree to no pavement cuts. Longitucii�al fines may rerrtair� except ur�der center medians, tY�rougt�-trafFc roadways Qr connecting roadways (including shoulders). DEP7H - Where materials and other conditions justify, exceptions may be permi�ted for a rec#uction of 6" from sta�dard requirements. � ����I� ��D TU�VN�Li�� �����L ���u��Erw�n��r� Pipelines crossing under sur�aced raads ar�d roads carrying trafFc wifihir� limits o� highway �ight- of-way shall be placed by baring or tunneling, �nless otherwise specifcally autharized by th� Texas Departmenti o� Tr�nsportation. Borings or �unnels shall be placed at such depths below bottom o� pa�ements as to provide r 1 sufficient depth of soil above �ole for suppor�ing superimposed {ive and dead loads and also 1� preven� �collapse o� s��porting soil be�ween hole and pavemen�s due to any bpring, tunneiing, ar casing jacking operatians. Boring andj�r tu�neling shall e�end past ro�dway crown lines �and outside��of ar�y shoulders adjacent to pavements. Pi�s excavated �or boring or tunneling operations snall be locafied so that any possibfe sloughing of sides af pit will nat endanger s�ouiders or pavements and so t�at barricades can be placed as speci�ied herein. All operations a�d equ�pmer�t relative ta tunneling and baring shafl be confined to areas outside of roadway shoulders and away from edges of pavements by .suitable barricades. Barricades shall be maintair�ed clear of shoulders at all times exceP� t�at in no case shat� the c�ear distance �etw�en barricad�s and �dge af pavement or face of curb be I�ss that eight (8) feet. : . � - ;, Wh�re material beneath pavemeni is sandy �or unsta�le and will be subjecf to cauing, l�oEe fa� casing shall be bored and cased simul�aneously and bored ma�erial removed throug�t c.�sing. Cutting face of auger or drill shal� not project more than six (6) inches ahead oP casing and no�water-shal! be used in conr�ection with drilling. Where material beneath pavement Ps stable and no subject �o caving, hafe for casing may �e bored first and casing �nserted in ho�e immediateiy afker compEe�ion of boring if permitted by the Texas Departmerst of Transpor�ation. Water shall r�ot be used in conjt�nct�ian with drilling if i� in any way causes sta6le material to ca�e or become unstable. �'UNIVELiR1� ° While hole is being tunn�led, c�sing sha�l be jacked into pl�ce as operations �- progress except a� hereina�ter specified. �� .� � U:IHand Outs1$aring and Tunneiing.doc Orig. 7an. 28, I496 ROW Utility 5ection Rev. 1/200Q F���U�I��� ��4�i'iCE� • L�c��e utoCii�r Igm,es wit��o ��e Qeast p�5s�b�e dc�te�e�e�ce witFn r�aj�� plar�tir�gs �r sp�car�e� p4au��s. • Nl�orn�ain a�leqa�ate clea��a��uc� ��r 16rnes �R�i �k�ESSIIIIE C���II�,�'CE, � A�.� �arunia�� s[�a�� c�rtfo�'cv� tn r���ognized tr�� �e�rgery �ZQ'��iQC�. s �re�erve o�a�tsaral cE�ar�c��r oi` �r��. o�terr�or►� rrv�cni¢�aa� m¢a�[be¢� o� I����cihe� g� �pr�a�'cd� asE�q1.1��� el�ar�ra�e. � • Ar�a��n� o� �I�ar�r��e steo¢aQc9 �ae d�ete�rtei¢aed by g�he r�te O$ �P'�[� �0'�W�FU. � Rerr►ova� mf �a�a�ch�� as ilda�s�¢�ate� prevent� stri�ping of �h� bark. a Ir� r�rnovaa�g [bc��r��f�es �h� �u� s�oc�ld C�� rnad� at a fork wath tF�e r«�rr�air�@�s� bran�h a� I��� �� '�hio�d th� c�oa�ete�- �� �C�oe �¢�� �erno�es9 o�o stanb sh�lf b� Qef�. e�►f! c�ts t�vva (�� ar�c[�es or o��a� �h�lE �� pai�a��� wat9� ar� app�o�es� ta�ee �r�ssir�� c�� pai��. � i'r�e�, w���� m¢�s� r�rna�in �a¢���gh�Cy ber,.�t�s� o�, �epea,��� ��-�r�ir�� ��� �le�����e sE�ot�ld b� r�e�nnm��d. � A01 wood s�a�il� b� r�rr�ovet� Lrom� �[�e �-ig�a�-o�-wiay ���9 �ospos�d ofr im ac�or�iav�c� wi�h tte� I�ws �ans1 ����clatio�s �� t�e cs�r�r�ur�it�r, c�a���, �¢�d� sfai��. • FA��C�RIE TQ ��P�1�Q.Y W�iFi i�C��E l�€��l��IREP�E�f'PS W�i�CF[ IRESIJ[L�� IN [���IAGE �R LOSS �� Tli� �RE� �'�� �AIIL��. �ESL[�.�i x�V ��E �AID 4���t�ITX C�P�1[�Af�V �EBE�C I�ESP��ISI�Q.� ��Ft C�N1�L�ETE t�EPLA�IEf►��EI��i O!� A E�16��,�.E��' ���IED e�6V� V/��tIIlE1r1� �� �'lf�E� (S�. j�� 1•�'•yti ��(' ...��, :-., - ��`1., 'a4�i;� .�•�t..� -E�- 1 ,,. '� � PRUNING SUGGESTfONS ��'� ;- .{;:� � � � 1 f 4 I~ �{`�' .+ `r}'~ �� • .�':� � � fi �,. ' • •• ���'� ��^� nj:;� � : �:;�; '�,� �y �; i��r;} .� , ' 9� ri k9 �`\�J 1 ;'V; �� ,,��'+�' �� � � .�---.:., ;� �' � ::;:::... 'o-.�:•.�ti�44� �{ ���.`, � y�y..— i . . 1 i3� �. �'��;<��;�. � ,...,...., ,. r..� ia>> ., .,,� N,� � ,��� �;rr �::iN i�.w� � .•\ �'.tj'(:r�Y �4�'J � .��� i;:;;;:';:e,�`� Sr' ' .t��is�,.,.�� �..:.'• "r�-..'� ,:� 1f'��, � ti'� r — `.5.15'. �' � �] ��:; � ^ `:. ' . '�": /� R y I�" '�'17ai '1%.7 � _ _ y ,. . . �a� � .s�� � oes�n�et� 1wEc WOoi�iGaTI0k5 � �..,w, � ,s�;.., �':`i;� =� ...... VfiLSEpvixL SYuwtlAr x �'i�:� ' .�"..� ..• uH0E5iR�BLE 70.�� MOaIFSCaT�ONS Sucn tru.une ���a�lanlN�Os as iltusl�olrE p�epituo��ti ��qh main�enonn to�h onE rkqnl•al••ar �rUO��Un�t�. .� :� �..`..n.�t;�,� h._ ;i.� t,at. -;;'�1j3�,�''. :•,`F4�'Y `i /..:'r, �.'�;� + ':�!.. y rc:1:: ��: �;� � �� � L•�,• .1�, � —"r. �_.�s 'y, -,,. � � +a�r - � � � � � i� --.�s�;�-�- �� UN6ESsRa84E OESIRiBLE . c� Re�sorl IimD �-6 Eicm � i}t cul. h � .� � � �� �' �1` .- � �"- Jj Und�rcu+ y,, vs .ur to,cvqn �,' IimD 9 •S2' I[om IF , mcin tiem �� RrmAve i1�D �`, Rn.thee,n 1 •IiR OR tYl�, •ilfl !ip �•4(k �') Il�ti� cu�. �� a} 1i.6 �, � :� : ;�; �� PROP£R 4i1n9 REMOYAL p2' d+o. ar ma-e} oesiRanit o[sisne�E uMo[SsnaB�E OES�AnB�C oE51Al�BLE �NDES�RaALF C.ftupter' S d- Pxurtirtg �c Brus'h hlanagement Where to Cuti Section 2 -- Prunirxg Guidelines Zn removzng a lirnb, the cut should be made at a fark where the rernaining branch w1II be at Ieast one third the diaaneter of the one removed. L�ow to �temave a Limb When removing a timb of two inche5 or more in c�iam�ter, foll�w this procedure to ensure that bark is not stripped from the remaining branch: Step 1. � Act�on -- - ._ _- � Illustratian - Undercut �/s of the way th�raugh the liznb, 8 to 12 inc�es from the main stem. �emave limb 4 to 6 inc3�es out £ram the first cu� 3. Remafve stub with an ev�n cu� so that a trace (callecl a `�colla�') stilX protrudes (about xJz inch). _ {. < -�k� .;; :: _,, ` � ,' � -:� ���� �� }��� ����'F�� � .�,� � .� ;��, . �, � 4. Paint the cut with an approved tre,e dressing or paint� Dispasal af Cuttings xta" col�ar � �' 0 All pruned waad and brush must be remaved fxom the right-af-way and dispose�i af in a�cor�ancc; with t�e laws and regulations of the community, covnty, and state, I�iSe�scu U1d11C41CS �CJ�1C�ldlly �uu3e uS�cted wi[ii Ud� wilij musi i�� properjy disposed of to prevent th� further spread of the disease. (See the following section on oak wilt far more inFormation.) Roadside Yegetation Management S-b TkDOT — 11193 Cftap�et' S— Yruriing & Brush Managemeni Sectian 3 o�k �v�it Background Sectiort 3 — Oak �It Oak wilt is ca�sed by the ;fungus Ceralacystis fagacearurn. Tt is cornparable to Dutch � eim disease, a fungal infecfian thai has destroyed entire eim papulations in the midwest and northeast United States. Aithough aII oak sp�cies can contract oak wilt, red or Spanis� oak and iive oak are the two most susceptible.' .r Oak wilt shauIt]" not be confused with aak decline. Declin� is a catch-a21 term used � when a tree uni�.er stress fal�s prey to any nt�mber af diseases or insects. Oak wilt '' invades the wat:er and fo�d tissues of oak roots, trunks, and limbs. It is a true wi.It ,� disease. . A.fY'ected As-ea Oak wilt has been found in se�veral caunties, rr�ostiy in central Texas. Confirmed �- cases of the disease have alsa been found i� other parts o� Texas. � ' I How it Spreads The oak wilt fungus most often spreads undergrriund from infected trees to adjacent - healthy trees through interconnecting roots. Sap beetles also carry fungal spores . from inf�cted tr�es to open cuts oar waunds on heafthy trees. The fi�ngus can aIso be spread by pn2ning tools. Also, i� is believed that a major cause of wide-spread : � infec�zon has been the.clistribution of fur�gus:infested 5rewood. ' Symptoms � Spanish or Red Oaks infected with the oak wilt fungus often die within one to fovr rveaks, while live oaks may die within a period ranging from one rnonth to t�wo years. ' Tnfected live oak trees sfiow browning of the leaves on indi�iduaI limbs. Also, Ieaves on infected limbs will sho�+ specific patterns of chlorosis or yelIov�ring. DefoIiation occurs quickIy after symptoms are observed. . � �Roadsicfe Vegetation Managemenr 5-7 TxDOT — 11193 (a volume af 1he Infrastrucrr�re Maintenance Manual) ������� ��� ������� D�SRIPTION. The iiem shall govern for preparir�g ground, p�aviding for sowing of seeds, mulc�ing with straw, hay, or celf u�ose fiber and otFier managemer�t practaces o� areas shown or� the plar�s and in accordance with ti�is item. It incl�des seeding for �ermanent erosion contro! and seeding �or temparary erosion control during tF�e i�itial winter s�asan. i�9�i��il�L� �E�� Al! seed musi meet the requirements of the Texas Seed Law including ti�e fabefir+g requirements far si�owing pure line seed (PLS = purity x germir�ation ), name and type af seed. Seed fumir�shed shall b� of the pervious season's crop a�d t�e dat� of anafysis shawn on each bag sha[1 be within nine months af the time ofi use on the praject. Lach variety of 5eed shall be fumished �or defivered in separake bags or cantainers. A sample of each variety of seed shal� be fumisned far analysis and testing when directed by the �ngineer. 6ufFalagrass sf�all 6e treated with a dormancy method appro�ed by the Engineer. The species and varieties of seed si�all be from among the types specified in Tables �"�`N� ' �A and 1B oF the 1993 Texas Department of Tra�sportation Standard �� 5pecifica�ons For Cvnstnickion o� Highway$, Streets and 8ridges. F�R`�g�,g��R Fertilizer sl�all conform to the requirements of Item 166, "Fer�ilize�". The fertilizer used shall have the analysis as shown an the plans. �A`f�R V1later shai! confo�m to the requirements of Item 1b8, "Vegetative Watering". h9 Ul�CH i�9l�f�9LI��H �R H�9Y1�9(/�C'ff - Straw mulch shafl be oat, wheat or rice straw. Hay mufch shail be prairi� grass, bermudagrass o� other hay of Jahnson grass or other naxFous weeds and fareign materials. It shafl be kept in a dry candition and shal! �e molded or rotted. C�'��UL�S�F��EI� f�9UL�'gf . It shal) meet the requirements of and be a�proved by tF�e Director of Mainter�ance a�d O�era�ons. A list of pretested and a�proved materials will be maintained and ca� be obta9ned by wrf�ing the Director o� Maintenanee and flperah�ans, 125 East 11�` street, A�stin, Texas 7$701-24$3. The mulch sha�! �e �p�ianed for use in conventional mechanical planting, � hydraulic plar�ting u�� seed or Y�ydrauiic mulching of grass seed, eit�er alone or with fertilize�s and other additives. The mu�ch shall be such that, when appiied, the mat�riaf shall form a strong, rnaistUre-retaining mat without the need �r an asphalt binder. Tt shall be kept in a dry condition un�il applied and shail not be molded ar rotfied. � SOYL RETEIVT�ON BL.A�iKET Soil reten�ian blanket shall m�et the requiremen�s of Iiem i.69, " Soil Retention ����k�r�. TA��i�l�� AC�Ni� Tacwng agents for straw or F�ay mu[c� shal� he SS-1., unless atherwise sC�awn an the plans. A biodegradable tiacking agenr may be used in fieu of the SS-� tacicing ag�nt when a�proved be the Engineer. Asphaitic mafie�iai s�afl confarrn tio the requiremet�Ys af Item 300, "Asphalt, �ils and Emuisio�s". ��N�7`RUCaT�01� i�EiH��� qf�er designated areas haven been camplefied to the lines, grades and cross sections sl�aw� on the plans and as prov�ded for in other items af t�is contract, seeding shall be perfa�med accordance with the requ�rements hereinafter described. Uniess otherwise approved by tf�e �ngineer, atl areas to be seeded shall be cul�ivated to a dep�h of at (east four (4} inches, except where seecfing is ta be don� �s€ng a seed drill suitabEe far seeding into untilled sa€!. ihe seedbeds shall be cuttivated sufficiently to reduce the soil to a state af goad tilth whe� the �� soit particfes on tl�e surface are sma�l enot�gh and lie clastiy enough tagetF�er t� prevent the seed from beir�g covered tvv deepiy �ar opt�mum germir�a�ion. C�Itiva�ion of tf�e se�d6ed will not be reqired in laase sar�d where d�pth of sand is four (4) inches or more. iY�e cross sectio� prerrio�tsly establisi�ed shail be maintained througho�t process of c�afti�abon. Any necessary reshaping shail be done prior ta any pianting of seed. P�14�R�iiNG S��►S81� �l�� S�E� NfIX�S A11 planti�g shali 6e don� between the dates speci�ied fo� each highway district except as speci�calfy authorized in writing by the Engineer. The pure live seed planted per acre shaq be of tr�e tyPe specifed in the Texas Department of Tra�sportatian Standard Specifir�ations for Canstfuctinn of Highways, Streets and Bridges Table Z for r�ral areas (warm s�asan}, Table 3 f4r urban areas (warm seasons), Tables 4A and �46 fnr temParary erasion c�ntrol {cool season) and Table 5 for temporary erosion control(warm seasan), with rhe mixtures, rates and planting dates eiccept as shown on the plans. ���ApCAST ���D��E� The seed or seed mixtu�e, in the quantity speciFed, shall be unifa�mfy distributed over the areas shown on the plans ar where directed by fihe Engineer. If tE�e , sawing aF seed is �y hand, rather than by meci�anicai methods, the seed shafl �" be sow� ir� two diret�ians at right angies to �ach o�her. If inechanicaf , equi�ment is used, all varie�ies of each comp�nenf is ur�iforr�fy app�ied at the specified rate. Wt�en seed ar�d fertilizer are ta be distributed as a water slurry, the mixture shatl be applfed to me area to be seeded within 30 minutes af�er � components are placed i� the equi�men�. After planting, the planted area shall be ro�led witt� a by the Engir�eer. slopes �ight corrugated drum roller or another type af roller app�-oved AI! rolling of the sfope� areas shalf be along the can�our of t�e STR/�V41 OR H�IY MULCH SE�`D�NG T�e seed or seed mixt�re, in the quantity specifi�d, shall be �!ni�ermly distributed over the areas sF�own or� fihe pEans ar where dir�c�ed by th� Er�gineer. If t�� sowing of seed is by hand, ratf�er ihan by m�chanicaf inethods, tF�e seed shali be sown in two dif#erent directions at right angles to each other, If inecha�ical equipment is used, all varieties of seed, as well as fertilizer, may be distrEbufe� simuftaneously provided that each camponeni is uniformly app�ied at the specified rate. Whe� seed and fertilizer are to 6e distributed as a water s��urry, the rr3ixt�re sha�l b� applied to the area within 30 minutes af�er alf components are plaeed in the equipment. Immediately upor� completion of pEanting seed, straw or hay mulch shall be spread �niformfy over the seeded area at the rate of approximately 1.5 tv 2.0 tons of hay mulch or 2.0 to 2.5 tons af s�raw mulch per acre, Whe� a mulching machine is used it must be appraved by the Engineer an may be equipped to infeet a tacking agen� i�to the straw or hay m�lch uniformly as it leaves the equi�ment at a rate of 0.05 ta 0.10 gafl or� tacwng agent ,�er sqUare yard of mulched area. When the tacking agent is pface� by hand, then the ra�e of application �or the tacking agent shal� be approximately 0.15 ga!!an per square yard. C�LLULOSE FIB�R P�9l1LCH S�EDING T�e seed or seed mixture, in the quantity specifed, sha�l be uniformly dis�-ibuted over the area shown on the plans or where directed by the Engineer. Tf the sowing o� se�d is by hand, rather than by mechanical methads, �he seed shal! b� sown in two directions at right angles to each other. If inechanical .e�uipment is used all �ar�eti�es of seed, as well as fer�i�izer, may be distributed simuftaneausly, provided that eacf� component is unifiarmfy applied at the specified rate. Wi�en seed an� fertilizer are ta be distributed as a water sl�rry, �he mixture shall be applied to that area to b� seeded within 3Q minutes af�er t�e components are placed in the �quipment. ImmediateEq upon completian of piantir�g of the seed, ce�fulase fiber rriulc� shall spread uniformly over the seeded area at he to�lowing rates: Sandy soils with 3.1 slope or less Sandy soils with greater t�an 3:1 slope Gay soiis with 3:1 slope or Eess Clay soils with greater than 3:1 slope _ __ Min. 2000 ibs./acre Min. 2300 Ibs./acre Min. 25�d Ibs. jacre Min. 3000 lbs.�acre `-- Cellula5e fiber muEch rates are based or� dry wEight of mulch per acre. INhen tr�pri. a m��lr�inn ma�hina annrnur�ri hv th� Fnninoar ��,�ii �.� ..n,�.----��+ F� --��--� the tharaughly wet mulch material at a uniform rate tfl provide the mulch coverage specified. bRI�L ���DIfVC The seed or seed mixture, in t�e specified, shall 6e unifo�mly distributed over the areas shown or� the p�ans or whe�e directed by the �ngineer. All �arieties af seed, as well as fertilizer, may be distributed simuitaneously prov�ded �hat each compo�ent is uniformly applied at the spec�fied rate. Seed shall be drilling shall be along the contou�- of the slope. After pianting, the area shail be roileci wikh a roller integrai ta the seed drifi, or a fight corrugated drum ro1(er or with anather type of raEler approved by the �ngit�eer. Ali rolling a� sEoped areas shall be on [he contour of the slopes. �iR�IV�' t�R HAY �U�CHIf�� Mulch shall be spread uniformly over �he area indicated ar� plans or designed by the Engineer at he ra*e of approximate[y 1.5 to 2.D t�ns af hay mulch or 2.�} to 2.5 tans af straw mulch per atre. W[�er� used, a mulchi�g machine approved by the Engineer shall be equipQed tc� inject a tacking agent into the straw or t�ay mu[ch �niformly as it lea�es the equipment at a rate 0.05 �0 0.10 gaflon of tacwng agent are p[aced by hand, then tMe rate o� aQplication for t�e tacking agent sha�! be ap�roxima�efy 0,15 gallor� per square yard. so�� �t�i��YIoI� �L���c�i I� specified on t�e plans, a soil reter�tian b�anket shaii be a�plied in accordar►ce with Ttem 1b9, "Sail Reten�ion Blanket", . . 1�VW���I�C Watering of the seeded area shall be car�ducted wt�en, in the judgement oF tt�e Engineer, sufficient seeding survival is thr�ate�ned by fisufficienr natural precipitation.and shall be ir� acco�dance witF� Item �68, "Vegeta�iv� Watering". 1��R`�L%��Ft Fertiiizer, when required, shalE be applied in accordance wit[� Item ib6, "Fertilizer". � �����I�G ��� ���� �����i� 7��NI1���4i�Y �������I' C�EViRO� � STANDARD SE�DING When specif�ed an the plans or directed by the Engineer, temporary erosio� cantrol measUres sha11 be �erformed, i�ese measures shall CC11.]lJl V� tF� �c�ving af seed mixtures apprapriat� fur the s��s�n and tf�� .-�. work and materials as required i� Article 164.3. These m�asures shalf be perFormed o�er thE areas shawn on the pEans or where directed by the � Engineer. Temporary erasian ca�trol measures shall be perf'armed in additian to otf�er "Seeding far Erosion Control" as herein specifed, The pure li�e seed, of the caol seasan plants, planted per acre shail be af the type specified, in the Texas Department of Transportarion Sfiandafd Specifi�ations For Construekion of Highways, Streets and Bridges in Tabies 4A and 4B, witil the mixture, rate ah� pla�ting dates, excep� as shown on the plans. ������� ��� rrV���I s��s�� i�����►�� ����Y�� ca����� SYA�]DARD SEEDING When specifiecE on the plans or dir�cke� by the Engineer, temporary erosion contral measures. shall �e perfiormed. Ti�e measure shalE consist of the sowing of seed a�propriate f�r the seasan a�d the work and materials as required fn Artitle ib4.3, These measures shall �e performed over ti�e areas shawri on the plans or where directed by �he Engineer. Temporary erosion contral measures shall be perform�d in addi�ion ta other "Seeding fc�r �rosion Cor�trol" as herein specified. The pure Iive seed p[ar�ted per acre shaEl be oP the type specif�ed in the Texas Department ofi Transpor�atian Standard Specificaiion of Constructian af Highway, Streets an� 8ridges Table 5, except as shawn on p�ans. MEpSUREMENTS "Straw or Hay Mulch" will be measured by the square yard or by the acre, complete and in ��� place. All "Seeding", �f the type specified� wi�l 6e measured by the square yard or �y �he -� acre, comp�ete and ir� place. �. . � ! f ; �� f "'" Dist 2 RURI�L ,�4R�/� liV/�Rf+�-�Ef�SO�I ����%f�� itA,i�: Yn pounds, �ure �i�re �eed (PLS) �9i�ture for Clay or iight Soils Ni�x�ure for �andy Soiis ���� �astem Sec�ion � Westem Section All Sections Feb 1 Green sprangletop Green Spra�gfeto� Green Sprangletop Tv 0.5 Q,5 0.7 May 1 ��deoats Grama Sideaats Grama Sideoats G�-ama (EI Reno) 1.8 (Haskeil or 0 Reno) (iiaslcell) Bermudagrass 1.8 2.2 p.8 �itde Bluestem Bermudagrass i.ittie B[uestem 1.! p.9 � 1.1 Indiangrass little Blu�e�n K R Bluestem (�-ometa or Qieyenne) �,.�} : , 0.7 1.5 Sand Dropseed SWitchgrass K-R Bluestem �,Z 1.2 OJ ' Swit[hgrass (Alamo or Sfackwea�) !.2 Total 6.2 Total 6.9 Totaf 5.4 ����li� ���� �a��.I�-'s��o� ����Y1�� ���: �� �0����r �E1i� `.IY� ���€� (��� �l��ure �o� �I�y or Tight Soils � Mixtu�e �or S�nd�+ . Soils Dis Dates Eastern Section � Western Section AII Secr�ons t Z Feb I Green SprangEetop Gree� Sprangfetop Green Sprangletop To 0.9 i.i i.i M�Y 1 B�rmudag�ass K R Bluestem K R Bluestem 1.2 1.3 �,3 K-R BI�e3tem ButFaiograss B�.tFCalograss 1.0 10.7 3..5 BufFa[agrass 8.0 Tota1 11.I Toka� 13.1 Total 3.9 iE�W���A�l� ����-S�OIV �EEDIi�� �ATEo �� paunc��,, P��� ���� ���d (f��) Dist Dates All SecHons 2 Feb ! Ta1! Fescue To Western Wheatgrass May 1 Wheat {Red, Winter) Tota1 �.0 5.0 3Q.0 39.0 f Dist Dates 2 Aug �5 to Nov 30 iE����RY C�Ol�dS�A��N L�GU�➢� S�ED��� f�►Y�: �n pounds, �ure LiVe ��ed (��� Ail Sections Crimson Clo�er Total 7.0 7.0 ��rw�o�r�Y �v�Rr�-���so� s���g�� �a-r�; �r� pounds� Pu�e Liue �e�ci (P�� � Dist Dates All Sections 2 May 1 Foxtai! Millet ta Ho� 30 Total Note: �ame� i� parent}�esis Q re�rese�t "improved" varieties of tlie species sh4wn, 30.0 3Q.0 Fart Worth Uistei�t (�) Climate 3Q�g'ca� �2ecord Rriegn Precip (�nches) Msan Temp (Dcg��es �} �I iao � I .����-����-------- x a a P�S1NStiT {�'18K tamporary �Q.rm - _ . � '" � . . . � �_ �Q � ------�. . --✓f%• -- • � � � / � ..— 6 Q 3 � � , � � � � � --�- �4 0 � �, � ---�--� � . . _ . . . . � . � � aa � � �� � � � � � o � � ��� o �.�� Fteb M�..r Apr May dun J'uI Ang Sep acf Nav Dec � Precipitat�au -�' Temp »�{ , r � � Sar�rce: Climntc a[ �hse.a Cnuotia■ Wildflower Mix Reference ltem 18Q Wilciflower Seeding (1993 Specs. Book} The following is � a wildflower rnixture ''which is available from ."Wildflawer Farms" in Fredricksburg (S00) 8�8-0078 for $27.�4/1�. (1999 prices). The� mixture is assena�Ied ta withstand the temperature and moisture conditions of the TexaslOklahorna area and is called the "TexaslOklahorna Wi[dflower Mix'°. The suggested application rate is one pound seed mixture per 2000 square feei for maxirnum color..The Sprirag and Fall sowing dates are as follows; Spring , � �'all February 1 S— April 15 �.�� - September 15 ��Nov�mber 1 S The mi,cture is camposed o� the following wildflowers which will blo�m at ��arious times throughnut the �rowing season: � l�� Texas Sluebonnet Tndiazi �Blanket Scarlet F`�ax � Tickseed ,� ` ' Lemon Mint Purple Corieflower . ❑rirmy�onc� Ph1oY Co��nflower _ `� 5��: Rocket Larkspur ,;.4{ Baby Blue Eyes ;`:v; Ox-Eyed Daisy ;:; California PoP�Y�::�. Yeilow Cosmas � 0 % seeds in mix By weight 18.46 � $.00 6, 60 6.45 � ':: �.2� 5.8b . f-°� N' � � . S.?9 � 4.�0 _ R.�V ��~ ��j; - .. ,f :- 4.40 :'�..;:�;` ".' .. 4:�8 .°�`•��i:t�:.:.. � 3.1� �:: 2:8b y. � Baby's Breath .:. African Daisy ..�,=; Plains Coreopsis�`; Clasping Coneflawer Slack-eyed Susari ,. Mexic�n Hat '�'��•�'�� Tuber Ver��ain ".:� . �orn PoPPY _ .... :T�adflax � � Dwarf �Red Corei�psis :: ;F,;. ;: `Showy Primrose '.:�•�� Yarrow . ' t ,, �. � :;,� .Texas Puntbrusk�` , - ` -- ' .-� - t' 2.86 �.. 2.75 2.24 Y.98 �1.�'6 1.56 1.�4 � 1.40 1.21 �1:�0 < 0.77 0.44 0.22 If you wanted ta sew oi�ly,:T�exas Biu��ioxinets,�the; sewing rate is 3'Sl�.lac. {0.$[b.11000 s�} Price is $13.SO/lb (] 999 prices�: ��Xt would be 6est ta-wait t�r►til.fall before:sewi�lg: ATt�iough t�ey could be planted in �a.e spring, . there wi�l �: be :� same loss due ..ta rodents, .birds '�and some narmal deteriarant. Tt�e ending date Far sewing iti the spring for`out area is around April 15. . , �- The price between the;mixliire_�and_�tbe��,bluebonnefs alone �is �pproximat�ly the same. The mixture would be the better choice. ''� -� -�. . � , - ,�:. ==.;: • .- f`� . - . .. .. }. - � . . � ,� �������� � ��������� ������ �a�����L �� � ..� ; � 4 ; ; � � DET �R ; , � , , , , , —� —� � w � � � � w J Q 0 � � ¢ � � � CONNER DETOUR � � KOCH STREET ----------�, � 4 ���� . � COkNER � � � SOUTH� o � � oETouRI ¢ ; � o . � � � � � �� � z ; o� , U ;4 � , ko�a a °s�° � ` ir�u r�r►�c � J n ��----------- �� ; 4� f� � , � � ��� � ■ , � � i g C� a VICKERY BLVD . � w----__._._ w � . � �, �; �; o� ` . �� � �EL51E �� STREET . R9AD CLOSE� � �R��p � � rr�u 7ar�fic , �----------- �� ---._._.__ MIDLAND �� � , � . , ICONNER ; DETOUR ; � ' � �� � / � � � � r I . _� °� b 4 ; ENTER � ROAD � Ct05ED �uiEEU 0 0 0 N f�'7 w � DETOUI2 a AF�E AD � COI�fI�ER RO This plan is submitted for 7CP. I certify this plan will be used for the fo4kowing location(s)� � � and th�t all channelizing devices will conform to "Genera! Notes" �� shown on the back. 5ignature� Dake� C17Y O� FORT WORTH ' � TRANSPORTATION ,AND Pu�uc WORKS TYPICA! iW0 WAY STREET Detour for One Travel Direction IVOtE� 5ee reverse side for Generai Nakes and Device Soacina P L AN � �� c ch n a U 0 Q � � � .� U � Q Q � 0 0 a � � 0 � � 0 0 � N r \ M W ¢ O � � � � � ' ROAO ' � , CL05ED � � � � h�AD , � • ; � � � � , 4 � � � � ' � � i DETOUR � ` � , ; ; AHEAD i � ; � -� � — , .� ` � - - - � I C 0 � D � - - - - - . _ . _ KOCH STREET w � � � �� �� f � . � CONNER � � ; �� � �� I�I �� (!)' ISOUTH w ' ENTER � � � �- , IDEiOUR � ' o Q �� � � ; � � � w � � � � O, ¢ i � �� _.. � � _ Z _ � � z E�SIE� - - - � STREET- - - � � � ,� o , � � ¢' ' �` �' I«i � � � � o � � � �o� � i�� � : ; I� ��o CL05Ep � r�au ia°r�r�c � ° � � —� , � - — ` — / ♦ _ _ �-- �F----------�a �� ----�-------� ---------- �� �_ _ 1 � � MIDLAN❑ , � � � � � ; CONNER � 4 ' � DE'FOUR � � � � � ' _ —� V1CI�ERY BLV� . � J � --� -----------� ---,--------� ------___. 1 . � f � IDEiOUR� � Q ; co��� �o� This plon is submi#ted for TCP. i certi#y this plan will be used for the following locationts)� — — � � � --- --- — � � , . _ and thnk all channelizing de�ices wili canform to "General �Vntes" as shown on the back, Signature� Qate� c�TY oF FORT WORTH TYPIGAL. TWO WAY STREET TRANSPOR7A710N Detour for One Tra�el Direction AND Nate: . � PUBLiC WORKS See reverse side for Generol Notes and De�+ca 5oocina p� AN � G pr .� a U O v in .� .� 0 � 0 0 0 � m 0 � � � � . . i cioso � 1 I �+EA� STRONG � � � CL05ED k � bi4 ��� i � j � DETOUR I � �eao � � i , I, STRpNG � I ' DETOUR �"�a � � I . � a' , � � f�'._- � i � p D4 NOT , I �''' � � EN�T�ER � � � � � 1 � • I � ( � i , �4 � � i i � � ; �, i W � i � , � � � � z I z j � � � � � l Q � Q �' � �I � � � � � � Z � I � � � O � • _ � N I � � � � cn ; �. � � I ` STRONG I !STROHG � 4 � � OETOUR I DETOUR � � � � I � . i � � � � . .t� � � . _________ ______ _ EDGEWOOD _TERRACE^ _ _ _ _ � � __� ._ � � � , . � . � j f D TOU� �� � � j Q � d � � � i � i i �� � s��o�vG �VENL7E a �_ o _. _, . .. — - -- N This plan is submitted for TCP. I certify this plan will be used for the following location{s)� . � � � � ..---- -- - - - � -- -- w � a and thaE all channelizing devices will confarrn to "Generaf Notes" as shown on the back. 0 5ignature� Date� � ' �fYPICAL TWO WAY STRE�T C1TY o� FORT WORTFi Detour for One Travel Direct+on TRAE�ISPORTATION Note: AND � PUBLlC WpRKS 5ee reverse side for General �Iotes ❑nd Device Soacina P L AN � a � m r"ri 0 0 � �, o, � 0. � 0 Q � .� a � 0 � � � �a � C1TY oF FORi' WORTH Detour for One Travel Direction TRANSPORTATION A�� Note� PUBLfC WORKS See reverse side for Generol Notes and Revice S�acin4 P L AN , ROAD ' ' , CLOSE� � , , � tKEAO , MWI� ST , ' � CL05ED � � � , Q I� ; � � , MWN 5T , DE7nUf2 , ; DEj�OUR � ��� `� ' � ' I �\�J � 1� � ' � � � ' ! � � . . . . . � _ _ � � _ _ _ � _ n _ _ _ _ � . . . . � . � _ . � _ _ � EDGEWOOD TER . � t � � � � � � ; � � � � 40 NpT ° ; I MAIN ST , 0 i , � EN7ER � souTH ; � � ; �IlETOUR ; ; � � , � Q ; � � � z , � � � �� � , ¢ �� �� ¢ ' _ ; � � C� ' �' ; � ; � � ,� O , _ , / � � � � �� � � MAIN 5T � �IAIN ST % � ; � , � 4 , DETOUR � DETOUR � � � � � � � � l � � .� ` i � _PAT� pRIVE ---------• -------- ---�--------- ----_--_ � � � � � . ti � ; DEO�UR�� v� ;4 ' , � , � s��.or�G .���u� 7his plan is submitted for TCP. 1 certify this plan will be used for the following location(s)� ❑nd that all ch�nnelizing devices will conform to "Genera� Notes" as show� on the baek. S'ignature� Date� TYPlCAL TWO WAY STREET a 0 0 N � \ Ir7 W � ¢ 0 _� i � � w � z w � � � EDGEWOOD TERR � --- --� -- -- - r , IQ � I STRDNG DE70UR � � ,� � 'DETOUR ' d � r � � � w � � z� w � p ���. --�------ r STRONG dETpUR � . � 1 , - -- � _ � 4 c� � � � � = I � � � N I c�r� I ,� ■ I � � STRpNG I � I ' I . DE�R �—�� D� � � � I CL05ED � I � ENTER —��� d � I I . � � ` � ` I�1� � � � , --�_._____ ---------- PATE DRIVE---------- --------- � ` � � 1 � ` � ISTRDNG I \ � � ' i � i�j IDETOUR I I . , , � � � � i � I I I � I I � DETOUR I � s " ' i � AHEAO I �; � � � � -� � � � o ' J I I � CL05ED � � . . k�AO � ° o STR�I�TG A�VE�TiJE a � j- ^ This plan is submitted for TCP. I certify this plan will be used for the following location(s)� o� � n I_ � ' . � a U iil I-- a and khat a[I channeiizing devices will conform #o "General Notes" as shown on the back. Q o � . Signature� Date� '� � '� l_ V CITY oF FORT WORTH TYPICAL TWO II�AY STR EET � � Detour for One i ravel Direction TRANSPORTATION Note� � o � AI�lD 5es reverse side for Generol Notes oncE Device Snacino m PUBLIC wo�Ks PLAN � � �_ — � � � 0 � � � w � a 0 I � � MAIN 5T , � I CL05ED I � , I�I ; ' ' II�AIN 5T � , � � � � ��� . � �p � � , � . � � . . � ' � �0 I ; � � �tWN ST I , � ENTER � , , � , souT� ; o ; DETOUR� � � � Q , � z � � w� w � � ; � ; Q , z , , , w ,, �: � � � � w� � � Q � b; , � '; ;� o Q , ' � � , v ¢ ! z 0 0 Q � Q ; � � � ' o � z . ; ; w w , � , � � MAIN 57 I �� ; I MWN 5T DE7�UR � DETOUR , � I � I, � � � � � J� ` .� ` � � �� _ _ _ CANTON DRIVE _ _ - �------- ---------- b � a � � . . . , m E�a i� � ; Q ; IDETOUR�� � , -� , , DALI�S ��TE�TUE This plan is submitted for TCP. I certify this plan will be used for the following locatipn(s?� and ihot all channe�izing devices wi(f conform to "General Nat�s" as shown an the back. 5ignature� Date� CITY OF FORT WORTH �YPICAL TWO WAY STREET Detour for Qne Travel Direction TRANSPORTATION AND Note� PIJBLIC WORKS See reverse side for General Notes and bevice S�acina P L AN "GENERAL NDT�S" 1. AI! channelizing devices shall be in accardance w�th the eurren# edikion of the 7exas Manual on Uniform Traffie Cantrol Devices, ' 2. All Traffic Cantrol Devices snali have working visible warni�g lights as required in accardance with the current edition of TMUTCD. 3. For 7emporary Situatians, when it is not feasible to remove and restore pav�ment markings, channelization must be made dominant by using a v�ry close devic� spacirtg, This is especially impo�tant in locations of conflicting inforr��tion, sUch as where traffic is ; directed aver a double yellow centerline. In such locatsans, char�nelizing device spacing af : '! 0 feet is required. 4. Fa� Lonq T�rm Stationary wafk, all canflicting pavement markings must be removed and centerline striping pravided where two way traffic is in adjacent lanes. � i � 5. Contractor shall provide sidewalk closure, crosswalk clos�re andlor walKway bypass whc�rever pedestrian movements are affected by construction activities. Afl sidewalks and crosswalks shall be accessible when co�t�actor is nflt warking unless otherwis� appraved by the City Traffic Engineer. 6. The use af trailer mounted ARR�W DISPLAYS may be required on all iane closures, The cor�tract�r shall �rovide one (� } stand-by unit in gaod wofking condi#ion at #he job site, ready for use, if his operation requires 24-hour a day closure set-ups and if require�. 7. City Traffic Engineer andlor Ins�ectors may require additiana! trafFic contrQl devices. TYPICAL TRAN5ITEON I.ENGTHS AND SUGGESTED MAXIMUM SPACING DF DEVIC�S Minimum DesirabEe Taper Suggested Maximum Device ' Suggested Sign L�ngths (L) Fee# Spacing �pacir�g (Feekj 10' � 1' � 'i2' On a Taper On a Tangent „x„ Formula# Lane Lane Lane �Feet) (Feet) Dimension Offset Offset Offset 150 i�� 180 30 6Q-75 120 Posted � Speed � MPH � � 30 ' 35 . � I -- 4a i� �--WS2 205 60 265 45 .� ._ --��-- 450 225 245 295 32Q 495 540 50 ��W� 500 550 640 'L= Taper length in feet W= Width o# offset i� feet Nate: Buffer Zone will be 25 feet {maximum). 35 7a-90 40 84-100 45 - � . 9Q-'I 10 50 10�-125 S= Posted speed L�GENfl � d Channelizing devices �Trailer mounled arrow display �) Elagger LJ 160 24a 320 400 , ���� Barricade i� � ����n���x � ����IV��NTS ,l � :� �j � CONNER avE. TCE A 1 rpTERLINE RfHa01LITaTION ANO 5Y5TEl1 [FdPROY��.ENYS ooe � 7661 LUdELLf 57. 7RAC7 5. M#i. IAAHN $l1RVEY ABSTRACT HO. 896 � � � 1 " = 100' Q � 4d 4. pq ti � � ~ a V ti � U� 0.v �, 4 tt 2 ' h`Q wj o� �� a t� ti O� � � Q� 4 mry QO �/ ^ v� y�'4ti ¢ Q G F`���q ti Qz$�a 0 �y��w O�}p � 1 1�'1 G�l .�I G!1 G� NI C� S? � �� � ' TE ORpRY ��t C4NST UCTI N EASEII�NT 0.41 ACR� .� 0 [ i BEACH S'fREET Za' 0 -w VwJ � 4ti � �,� � O A O y 0 � a O yI a a. o� � '� � �S �z r � r � ! � ! �� , 1� 1 ! r !f ! �� � �� � �/ � �� � 11� , 11 r !! , �r ! �� f �1 f �1 ! �� f �1 ! r1 1 �� f �� ! '1 � 1� � !� k �1jC y J' `• � ,y �-� 1 � �+w f o�-.ti`.' � �i a �3�'3a �1 ►1 � r� r. �o f � �Q� � �1 � ��a r �� �� � � 1! � �� I� m �� f� 4, � � ,'i w �� � I � , �� r ,► ! rl 1 ���wr �� �I r I' ! �' r � � � 20' TEMP�RARY 1 '�' CONSTRD.3GB ACR� ER'EN7 � �� 1 r1 � rf �i � � ' - z 0 01 F- �1 6N man'� y .0 U� Q r Q4C] • m�c°¢ r, • � a aJ J Q !} ��o�' P�01p� �,y ¢ :,. P 6� G� �]�0�• ��y a0,' � Q• \ /r.,�- . _ - , �, w � ! i � BEACH INQUSTRiAL Ad01T�UN � y q'� � VRI.. 388-141 . P. 50 !� �� � 2 P.R 7 C.T. ; !�w z� ti �' a�ocK � ,_�J B£ACN INDIISTR[AL Ad�ITION , 1�ft v Y�L. 388-1A1. P. 50 r,e -+'� P.R�T.C.T. q . � h' ' � � �TO �X���S� F7 SHE]kYING A TEMPORARY CONSTRUCTION EASEMENT SITUATED IN THE WM. MANN SURVEY, A-996 rev 05-17-01 URAYlH BY: � — ' onr�: o�-ie-oi DGN. NO.: OQ0640TE1.pGN APpR6VEb 9Y: pC0 SHT. N0. �. ��N.�U1L�°ANTS9 L.�.C. Eosinoerina, Plaanins, and Surve�ina 17011dYEA RIN 151R1E 6q hORT �(IHIK TX.76q7 ![BITISSS•990D! FA+f'd81713.75•9955 v 6i a 0 rl.I � � G a ni Q � 0 0 � E v T 0] } L N � E�=O��TT TOOZ '5Z 'un� u6p�Za�6b90001sawsa�Ran�ns�... UNION 8 PACIFIC RAILROAO � � J 553'41'37"E gEAR[NG BASE ��� - --�__-----T-----� ----r-- �--- -�----�--- � ---�LOLK ir-- -� �' K O � ~ I I [ � CON�EF� A�f. NRLISTR�I�IAL AdQ[�TLON � ��u'^, '� 1 � , YOL. �88-2. P. T3 � , ��o ti � 1 1 � ~ o I I I P.I.€.C.TI i I � "_ ;, ; i i ; N , , , , , , � , �_ ,L_��_— a— �--- —�---�— —} ',1 , , � �� _ '�— I _ - +` i` i I � - , � B 9 tO ' 71 t2 '� ` —�—_�— � —i—_�1___�__�___L__�__ i__, T-- , � 1, � l� �I �y ' k I ITA� Nunqer: 0661�306 � I � I efl �! �7 I I �y � � R�BERT5�719-CAFIPB LL C0. , , , ' P o eox,zzez ¢4� � ' ' � FqRT ro TH 7x 7 ioT-o0o y�+� I� x � I I z�o+ �u����e sT? 9 I I I I cor+ rostn, Tx ; oo�, --', I 3, 4 5 6 T CONHER AvE INpU TRIAL A�p 1TIDN 4-�+ 7� 1 � "—_'—'_ I i � � � BLR 7 Li5 7 TFiR� }5 l � uuo� � ,` i , r �o • � '__'_�"_""'�_s�..'_1'_"J'__'_1'_.__J_"—'t_"_t'�'1"_' \ � ` Z ,��Q ``\ V �, � �`� u � 1 � .� r . ti �� �v w �n w .. � � �� r-----1— 4Q r-------- $LOCK �-- � � � v'CONNER AYE. iN�l15TRiAL A�6[TIDN F- � � m � YOL. 388-112. 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T. i Q 0 I �� 0 � j � O nl ¢ � � � � p � P �,p� � Vl �A =' � m � � z°� � �'� � � a� �� q � •G � �� � �� S � Y Q � u 'a m O � � & •w � Q � N 0 � Q Q �D � O v � 0 0 W � r z O O 6Z�OZ�jL j00� '�� '�n� u6p�£a�pb90001s}wsa�han�ns�� vNiON d PACIF[C RAILROAQ r__----- 1 �1 1 �� _ 553'41`37"'E BEARING EASE - - — -- _---------�---- �__ �_ �_-. -T----�----�----�-----r-----�----�----�---- T--- s�ocx i � , ' �LOCK t ; ' ; ` ' ; ;CONNER AYE. IhiflUSTRIAi ADD[T[ON � i GONNEF� AYE. NllL15TRIIAL AQDf�ION I � � � I Y�L• 388-112. P. 71 � � 1 � i , � VOL. 88-2. g• 73 , � � � � , P.R.T.C.T. 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T� � , cso� aeeess �uo ur�urr esu•r.s a -, cy� '� � • I ------------------------------ --- L ----- ---------------------------------- --- � .2 •--�---- r-----J- ------- �� �` � 'y � 40�-�RAINAGE ESM'7.� 0 �vO��RSBe�7l2£SP.7t� 6 �/��l � \OJ ' _�------- VOL. 3fla-172. ?.77 I . .-%� - a------ .\ -------- i ---------------- i �y--- --- - � \ ' BLOCK 2R �oy� � � o� �� ,�� ` +\ � CpNNER AVf • I NDUSTR 1 AL ApD I T I ON "' ���" � VOL. 386-i12. P. 77 � � ,� � P. R. T. G T. ,`� y ,�\ � �(' � �� Tax 10: 0067833� � I � ' i`�i Q AQBERTSON-CAMP9ELL Ca. ,I, � �pM 0 P o eax zzaz F6RT lYORTkI TX 76107-p00� N �jra'+ `� 2T58 Lu�ELLE 57 I a �ort xortn. Tx � a II BL�KN2R LTS A�BuATD1AL A081T]ON � s 0 ^ V H Z L�J �� �� v� z a�� �.].� � i� a-- z � a�-- �a—e�fl I—c��za o--Q Z � O �--�UJ o..orH Q O t/) Z --� X�xo�--� L� U � in Lx.l � rE-n c�az a > >--� � H Q """' � N Lil � U � � � r� d � �.IJ �A � � m � a Z� � � "� � a �• s �„ }� �C � r�-�'� z�� �tl V •p � •� � � r o 0 m o w Z } 2 •� O a � z a a 4 c7 4 ' O C O q ti ',ti � ��, S' TEMPORAAY / � CpxSTAUCTION EA3EMEHT �•" O.ODi ACRE 1309 S.F.1 /,. i" TE►U�ORARY �•' COHSTRllCTI0t1 EpSEAIENT 0.005 ALRE {227 S.F.7 1 00' � �s� �nseMe�vr � �,�}� 0.615 ACRE (551 SFl ,1 11i-' JF,. � \` 1 1 N�� P .�'" �r � � � ,� ,' GO� �� 5' TEW'ORARY * BLaG. / FONS7RUCTION EASEIAENT /`�' �-' �0.007 I�CRE �309 S.i.l � r /' I I 11 i �� '���� � � " �� c � i � '', � � � � ? I ____'__"—"— � L_"__'_ -'� Z 'I 1 I _ � � ¢ � N _ _ _ _ � � �—`--�`"H I I Y _L.______...__La---- ---, " � j I I — .... 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I � i I ! � � �mm�� I ;-� � � �1 i ^� � i O I ,���x � � � � �_.-."'.-^"—" f �—"_'"_"".� nN� I � 1 K � ^ � I I N I �-1 ro�� i I � I w i f �n i � � �------------�—r-----------I � � �d � � I � I 4 � `� � I Q I I � I I �xb���� � SHOWING A TEMPDRARY CONSTRUCTION EASEMENT S]TUATED IN CQNNER AVENl1E REV 05-09-01 I NDUSTR I AL ADD ] Y�ON �RAYIN BY: //�� SHT. N0. DATE: 04-18-�1 ,� `'j�',� . C�l�I�U1L���1V T�� Y�.�.�. �GN. NQ. : OOP640iE4. pGN ���Ena.de�,�;pa, P]att�i�a�, an� Su�ve�ina 4PPROVED BY: Y1C0 VOIIEvEA f4Fl /SUTf 6t� 1fOR1 YURTKT747dq7 lIARI.LSS-99�W �A%78I71115-9455 O � N lf] N � � � 0 � � 0 � � E i� T N 7 t � \ �•� \ \ /" �\ � `�� �• \ i�\ �� �\ i- / � `1 .] �5 /� `�� �� 1 ���� •� �q�ocK 4g �1 KII.FpIC S14801VISI�N , ,'� vOL. ��7. P.573 � p.R.7�.C.T. •� � ��\ � .--•--- .-------- `_L--------�--�-,'� i� �\ � �\ \ , \ �,\ '� � �\ � � `,\ , � ,,\ ,�� `� . � ,'� 4\ `�--__�_-�--�--- ���lilw7��� p��• ODII$LE � ENTERPRESES. 2600 M YICKERY 9LY0 FORT hIORTN Tlf T&702-T105 OQ0000 E LANCASTER A4E Fari NorTll� TK wEBB A�UI710N lFT wORTH1 BLK 3 LT 76 A E38.6' LOT 75 1I J 0.006 ACRE 3/4" IRF �. y�' /�ATERL INE EASEMEkT 3/4" IRf ---��'� �'rN58'09'AO"W --�'----- � .e� � 273.71� � 16 �i ` +�~� BLOCK 3 L_�,-�-'" � 1YEBB ADU I T E DN 50' Te ��AK � VOL. �88�G. P•21 �, CON57Rl1CTiUN EASEkiHT l P.R.i.C.T. � o.ou �CaE �' 15 % ,; .`� � _ -� � �' _ __ __� - � UN[ON PACIFIC RAILAOAD �XH��Yi � SHOWING A 25 FO�T TEMPORARY GONSTRL1CTlON EASEMENT SiTuaTED iry wEBB apQITtD� � 1" = 40' DRAWN BY: SHT. N0. OATE: 04-18-01 . . . C�N.�UL�.�N�.`S� 1l✓.L.�. UGN. NO.: OD0640TES.DCN Egai■eeriRa, p�eeains,aea Sur�e�iea APPROVEO 6Y: MCD 17U11dA! Alp !91[I 6fl fFdif fORiK �K7b4T lIbRW5�99001 iAe=l91n�S5•9P55 r_----------_ � � BLOCR 4 WEBB A001 T 1p NZ 1 ' VOL. 388-G. I P.R.T.C.T. � � � j_ ______---------- " � R, .�-i a 0 � u-i Cv c � � G Ol � lS'] 4 V � 0 % � � � w � T 0.1 } � i LINE qIRECTiON pIS7ANCE ft `w... L1 L2 L3 �4 LS L6 L7 LS L9 L1Q L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L 2fi L27 L28 L29 L30 L31 L32 L33 L34 L35 L36 L37 L38 i39 L40 L41 L42 L43 L44 L45 L46 L47 L4B L49 L50 L51 L52 L53 L54 L55 L56 �57 L58 L59 Lfi0 Lfi1 L62 L&3 L64 L65 L66 1.67 L68 L69 L70 L71 L72 L73 L74 L75 L75 �.�z �.�a L79 L80 LB1 L82 L83 L84 La5 L86 LB7 �.aa L89 L90 REY. 65-10-01 QRAi'{N BY: NO2°55'41"E 152.17 Ni2°2B'59'"E 58.84 573°�6'13"E 35.71 Ni6°13'42'"E 22.4a 573°50'25"E 5.00 516°13'42"w 22.41 S73°46`19"E 74.95 N16°13'41"E 22.50 573°50'25"E 5.00 516°13'43"W 22.50 573°46"19"E 75.56 N16°13'41"E 22.59 Si�°50'25"E 5.00 516°13'42"W 22.60 573°46'39"E 74.67 N16'13'42�`E 22.69 573°50'�4"E 5.06 516°13'A1"W 22.69 57J°46'19"E 74.82 N16°13'A1"E 22.78 573°50'24"E 5.00 516°13'91"W 22.79 573°46'79"E 49.27 568•16'S4"E 23.58 N21°43'06"E 22.19 568°l6'S5"E 5.Ofl 521°d3'06"W 22.19 566•1fi'54"E 74.57 N21•A3'06"E 22.�9 568°16'54"E 5.00 521°43'Q6"W 22.i9 568°16'54"E 75.26 N21°43'06"E 22.19 S68•16'55"E 5-00 521°43'tr5"W 22.19 568°16'S4"E 74.85 IN21°43'05"E 22.19 Sfi8•76'55"E 5.00 521°43'06"W 22.19 568'16'S4"E 75.09 N21°43'd6"E 22.19 568•16'S1��E 5.00 521°43'06"W 22.19 S68'16'Sq"E 68.03 509°44'59"W 15.33 N68°16'SA"W 287.91 521°43'06"W 49.70 N73'45'52"Wi5.a2 N21•43'Ofi"E 50.19 �N68'16'SA"Y! 125.93 N73•46'19"W 393.24 512•28'58"W 41.57 502'S5'4i"1V 538.93 S7A°20'04"E 62.92 N76°10'10"E 23.50 573•54'50"E 5.00 515°10'10°kf 23.45 57A•20'04"E 74.35 N16•10'11"E 22�83 573•50'50"E 5.00 516'10'10"W 22.78 574'2Q'OA"E•74.33 'h16°30'i0"E 22.15 573'50'S0"E 5.D0 516•10'10"W 22.11 574°20'Q4"E 39.52 574•24'33"E 35.1fi N1fi°10'10"E 21.42 573°50'50"E 5�00 57fi'10'10"Y! 21,37 57A•24�33"E 74�91 N16'10'10"E 20.fi3 573'S0'SO"E 5.06 516°10'19"W 20.58 574•24'33"E 97.00 N1fi°10'11"E 19.57 s�s•aa'3r"� s,00 ste°�a'�o"w ig.�z S74°24`33"E 63.65 N15°10'11"E 18.85 573•48'37"E 5.00 576°10'10"W 18.80 574'24'33"E 74�44 f�16°1p'1p"E 18.02 573'48'37"E 5.00 51fi'10'10"1N �7.97 574•24'33"E 152.90 sa9°a�'oo"w �5.oe N74°24`33"k' S25.AB N7q•20`04"W 278.'�5 �/��3�d� � oare: . . . ��N.SUI[.�["AN�"S, Y..�...�L. z"oF Z°. OGM. No. � . E�a.nee:x�a, Pla�fiias� ena Surve�inE APPROVE6 BY: WCU ���� ��iE 6q IFflAi �9Af7� fIL76q7 116171355-99001 FAX:fBt7)513-9955 0 0 � �ri ry C � D n� a � 0 0 a i � E v . � v � � � 67 �9ti ={ ti j 00� 'S� ' un� �� P.R.T.C.T. � � � a 0 2 N .� � O S � r 4. .� W � UN[ON 3 PACIFIC RA�LROAD v�iv w in --- E 6f AR I HG BASE w` z ___------------T-----�----�— �__sST,_ 3z�-----�----�-----r----�----�----�-----T-----r JW r-------- g�o�K ;-- �LOCK 1' ' ' ; � � GONNER AYE. [NOUSTR�AL r ' � � � CONNEI� AYE. NOLISTRIAZ A[}D[7[ON . � � � FQ' YO�. 38B-1t2. P. ' I I I � � � , VOI. 88-2. �. 73 � � � a P.R.r.e.r. t' ' ' . P. . i.GTs . • �Q. � �t I �Lq I; Ge i yti2 . � L16�; L20 I �L25 , . L29I L33 I L�7 ^�. i _ 4� .� ._ro a� `�-�-.-w aa.Q n• 5I1 �t�a �] G yI 19n 11� ' L? J� F�� � � fn JIII J I ' �.�BJ �JL�GL LL3 � N� J f� J�� ��i J�J 11 '1 .i�l+ I � � � � 1 � / 1 � ; ; � L`�41 I 1 Tro H' er: aa te3o6 � ��43 I I I '� ��fia �, � R08ERT ON-LAMP�ELL CQ. � �.,� �� ,`�, �� t I �� �' � � ' ' '��TBYQi AYHBTX 510T-000p + I � o� - � 2701 L OELLE S� r � � O a� q n Z �� � ..a � � ' Fort N t�. TX ' I� v- J o� p� a� ,� 2 � � CONNER AYE INO STR[AL � DIT[flN �� o,o�a� 553°41'37"E � I BLK i�rs i Tr+� ts � I � I a��~��-- ��7-�4- ��6 3 i 4 i 5 I 6 T 6 � 9 I � 11 t2 �, f3 � 1s ; 55 i 17A .� , , , , . . _ . ------' - � � - - � - '`,, � ���r4 a ----- L41��_—__--- .\Q ; �_ . �`� .4�a � � �"� � �'�'o — -- — �� ,� �� +`y -- .C7 �r' � v� 'n ¢.�- — .� . U: \ __��_�-- �' a � � � r ,.� ��� �\ LIJDfLL.E 5T. [66' :5LCE55 /WD UTiLITY ESM'i.l __�'.�__—___'____—___��.���������T�'�__—__—__—__—_�����.�����.��������_����_�� 46' OAa3HAGE ESM'T.. � 4b' 6RAINACE ESM'T.. vo�. 3flB-n 2. 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I i °w m i vc � o r � � I �wz� 1�:" ' � m� �" � � rd� . � I I ; ��; � '� w �n �---_---_---- �----------J n,"-�i � m�� <� � I � ~' A� I I� � w � I i �� � ; � � � �p I i � �------------�—r---------�--� o � , I � � � � I . I , i o � � z I � CA����� � 5HOWING A 15 FOQT PERMAN�Ni' �fATERLINE EASEMENT S I i11A7'Ep I I� CQ�INER AVENLIE REv. os-oe-o� ] NDUSTR I AL ADD I fi;ON bRAMN BY: �� • ��� SH7. N0. ~ DATE: 03-19-01 �. !'��AT�T TH � .A ATT�' 4 .E .l�. L. 1\I ll Y.i f� 1 V 1 JL� B� l.. �GN. Np. : Q4R540E4.OGN Enain�erid�} Plmnnins, n�d Su�oeyi�a APPROYED BY: YPCD ���� ��« 6� rtORT f1pRTH, f1L76107 1f8171.135•99W! FIOItLl7)333-9955 cn � 0 �, �i n� m a v 0 Q � Q a Q � E � T N a L i 1 p I \ , \ ��\ `�� �, �\ � `�� �' \ / \�- / � \5 i` �• � �1 �" `� � '1 ,` -' , � KILFOI�LpuBd]VISION ! '� YOI. �57. P.573 � O. R.� C. T. .` � `�` ` � r--� -------,,�----�---'-�-�--, � �1��Cs��J��i� AV�' pDl16LE L� ENTERPR[SES. 26�0 M VICXEAY 9LV0 FaRT YIORiH T% 7b102^T105 000060 E LANGASTER AVE Fart Morth. PX rr�ae AooiT�oN iFT wf7RTN1 BLK 3 LT 76 d E3H.6' LOS 75 ���� �� r 4017� P�C 558'Q9� 40'�E pDB � Z•�OlkATERL�NE EASEMENT 3/4" IRF 3/4" IRF 5�.20____�-- �'rN58°o9�ao��w --�N32° 04' 20"E S32° 04' 20"W � 273.�� � 2�. 31 ` ti� 22.40' BLOCK 3 �,_�--�"0 2(3� ��I+f�� ; � ItlEBB A6U]TION � VOL. 388-G� P.21 � N� �{ 2•�A � � P.R.7.C.T. , I �y 55 / ; � / ' C /� _ --_" 15i UNION PAC]F]C RAILRpAD �x�i�Yr � S�iO�Y I NG A 12 FOOT PERMAfV�N7 WA7ERLINE EAS�M�NT SITUATEp iN W�B$ AD[}I7IQN \ � . .\ �� , \ �,\ `�� �\ .\ ,� Y � _�___ r--�--'�'_'_ � � ye�ocx a WEBB396OG+�fP 21 ` V4l.p.R.T.C.T. � � L----�----�--------. � 1 " = 40' dRAMfN BY: DATE: 04-18-01 �. ����v���j�T��' �.�.e. 'rrr • .�. \ I DGN. NO.: 000640E5.DGN C'njineeein�, p�easies+n�d Surveyis� APPROYEI? 9Y: �iCD 11011EYfR AUI l�IfE 6� hpil Rat1K�Y76U7 1161n3SS•9g00! Fl�EIn,US•g955 i /� , \ r \ \ , � •,\ �, $ �. � � � 0 a N 1I] r� C 7 � C p1 � lf] a Q � Q 0 0 � � E N sNT- wo- v T 41 � L � I �'� `\ �`\ /. �\ 4. '\ �' \ i�� /� \ i" �� i' � � � `� ,{' � � 1 '� �pLOCK 49 �, KILF�IL' SUB�IVISION , ,�� YOL. ��� P.573 � �. R. C. 7, �` s`,\ `�� �.-�-- �---'-� +`�----~--�--~----'`� �.�r�cssY�� A�� • P�C 558°09'40��E Ci 3/4" IRF 3/4" IRF 70t20'_�-----'j 532'OA'20°w � �,r---. '� ^ ^ 0�+�� � 22.4d� Try ; �52i3�'71����y o`z�! r f ti ry 6 562 12 • oa ` POB � BL4CK 3 � �� �! � �___------- S3z° oa' 2o w� w�ge noo�T�oN � va�. �ea-c. P.z� �` 0 4' 20"� 25.28' P. A. 7. C. T. ,�32 � r ,5 r' 2� �N57 Ofl' ao w� o.00� ��R� %, � kldTERL3NE EdSEMENT 12 __� _� i � �' - ' IV I LL 3 AM A�ANN SURVEY A-996 7EXA5 11T1L1T[ES ELEC7RIC CO• PU&4%?79671 LIN10N PACIFIC RAfLRQAp pALLAS Tx 75221-9077 OOD000 CONMER AVE FvYt MOffh� T% �711NH� �IILLIAN StIRVEY A 496 tli 3xOtA �XH�BIT €� \ � , ` �,\ ., \ •, \ ` � ,�\ \ ��---- --------- r__�,_ __�---_ �! '� BLDGK 4 , �1E69 AbD S T lP N21 YDL. 3B8-G. ti P.R.'S.C.T. l i �I—____-------_'__"' � 1" W 40' SHOWENG A 12 FOOT PERMANENT WATERLiNE EASEMENT I TUATEQ [ I� THE wYI LL I AM• MANN SURVEY �RAMN BY: SHT. N0. �--- DATf: 04-18-01 t4( ,j`C7\��j . 1.���.►71.1 L��1V ��9 �.II .!"�. rnl.+� .�a .1.� 4. �GN. N0. : 0�0640E6. DGN `���� E�si�aeeifla, P�anniAg, end Survel�pE APPROYE6 BY: 1dCQ 1�� ���� ��i Y�pp1K ix)6q! lf81A335�9900! iFII'-IBI71S75•9V55 /�' , \ � ,\ . \ ��\ �� $ �� 0 0 [V Ll-S ru C � b LO 0 Q � � � 0 � � E � n� a. a� � � � N /