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HomeMy WebLinkAboutContract 28423� r . �• .� , L - � � r - � CIT1' ���F��'fA .. �. - - ��;N7'RA�T ry ��� �. � �.a �.��. ��.� , � .•...�.t.. � c�� Ah�� ���1TF��4�T C�{��IJiU1�1V�� ��F� JJ"'hlMl l�l� f ��YY�� IUu`1�� �1'�4J �L�F �Vr'SL+� �r11� T� ��f�1lE S�NC��R� RA��WI ���T���1� A & � i?E��f�TA+1�.h1T �F E�1�I�k���IN� PR�JE��' ��. 97�Q ��UV�� DEf'ARTN1E�iT PR�.���� �l�, R�7�-��017�'�3�Bd0 �� � ���� �,+V. JP4�K��fV I � �liY MANA�ER . _ ����F11 �����1 1 ,�. I �I �������� ' TRA�1S1��3RTk�I�N �IVD PU�]i.�� WOR�CS A, �1��fi�AS� RAD��A�C�F�. P.�. �����ra� o������n���o� �r����+����r�� k��hlN�7H BARR h+1�Y�R +r/ 54.� /"1. ����♦4i.���5 �.�y�y� � I 1 \ ���� F 1 W�4T�R I3�FA4�TNI�CJT ����nn��� ��o� ����������� ��� � � �������� n Lf'�r���l"� � I:t4JT�ti7���F �1'��� ��� ���� ������ ��f�� Y Y����� 1 fl f��V� $�i-7��-8�.�0 ��s nr�, o� � ��a.a� a � F""*��4�• rri �arr�r*.■; V � s. �. ���a���i •� �Yrr�fM M*i .*i.w a f+�.wr�■ � �� 3�i190 Q `�r �� �,• ��� ���,�;, �� ; �� � i : �� ; ��� f �,�, .o "� � i'� � �. uq . �� C'ity of �'o�t Wo�th, �''exas �y�� ��t� �.�u���[ ����t��t���ty�r� DATE i��FERENCE fVUMBER LOG NAM� PAGE 2/11/D3 **��19469 I 3osJ� � ot 2 SUBJ�CT AWARD OF CONTRACT TO S. �. LOUIS CONSTRUCTION O� TEXAS, �TD., LLP 1 FOR SANITARY SEWER MAIN AND 12-INCH SEWER MAIN TO SERVE SENDERA RANCH, SECTIONS A AND B R�COMMENDATI4N: i!t is recammer��ed that the City Council authorize the City Manager ta execut� a contract with S. J. Louis Construction of Texas, Ltd., LLP in the amount of $2,1fi3,450.85 for sanitary sewer main and 12- inch s�wer main to serve Sendera Ranch, Sections A and B. D15CUSSIOPJ: Sendera Ranch, l.td, owns approximately 1,9Qa acres lacated north of �+rrandale �laslet Road and east of Wiflow Springs Road. The Gity annexed this property an December 11, 200i (Ordinance No. 1�4888). The property is zoned for single-family, multi-family, cnmmunity facilities and neighbarhood cammercial uses. Or� December 1 �, 2p�J1 {M&C C-18878), the City Cauncil approved a develapment agreement between the Cfty and Sendera Rar�ch, Ltd. The de�e�opment agreement stipulated fihat the City would design and construct a sanitary sewer IEft station at the southeast cor�er of the c�evelapment. �n December 18, 2001 (M&C C-i 8895), the City Cauncil authorized the City Manager to execute a contract with Carter & Burgess, Inc. for water and wastew�ter master planning for S�ndera Ranch, which incl�aded the preparation af plans and specifications for water and sanitary sewer e�ctensians. The projects consists of the instaflation of approximatefy � 5,200 linear feet of various size sanitary sewer pipes ranging from � 2 ta 36 inch�s in diameter. The project was advertised for bid on December 12 and 19, 2002. On January 9, 2t]03, the following bids were received: � �� ' S. J. �ouis Constructio� of Texas, �td., LLP Oscar Renda Contrac#ing, Inc. iNilliam J. Schuf�z, Inc. d/bIa Circle "C" Constructian Company Site Concrafe, Ir�c. Di�ersified Impact Utilities, Ltd. ALTERNATE A ALTERNATE B. ALTERNATE G $2, 589, 631.85 $2,71 �,756.OQ $3,156, 894.5Q $2. � 63,450.$5"` $2,411,570.00 $2,613,900.50 $2,122,728.35 $2,394,893.00 �2,5ss,�ss.�o $3,194,909.70 �3,721,i21.5a $2,670,772.80 $2,919,90�.90 Note: Al#ernate A incfudes 36�inch/30-inc� Hobas �s�wer pipe. � Alternate B incfudes 3B-inch/�Q-inch Cantec.h A-2Q00 PVC sewer pipe. Alterna�e C includes 36-inchl30-inch Uftra-Gorr PVC sewer pipe. $2,68i,654.60 $2,8Bfi,831.90 *Staff reeommends Alternate B for construction b�cause th� additior�al cost ta construct this aiternate is only 1.9% great�r t�an th� bid pric� for Alternate C, and the Contec� A-2000 pi�e to be installed in Alternate B wilf provide a more superior product and result in less fong-#erm mair�tenance costs than Ultra-Corr pipe. � �rty of �o�t Wa�th, Texas ���r� ��� ��c�fl��l ��i��[��������� DATE REFERENGE NLJMI3ER LOG NAME PAGE 2/11/03 **�.�� ��,69 I 30SJ� 2 ofi 2 SUBJECT AINARD OF CONTRACT TO S. J. LOUIS CONSTRUCTION OF TEXAS, LTD., LLP F�R SANITARY SEWER MAIN AND 12-INCH SEWER IWlAIN T� SERVE SENDERA RANCH, SECTf�JNS A AND B The time af compleiion for this project is 2� Q calendar days. In additivn fo the contract cost, $152,000.00 is required �or inspection and survey, ar�d $65,000.00 is required for project contingencies. S. J. L.ouis Construction of Texas, Ltd,, LLP, is in campliance with the City's MIWBE Ordinance by� li committing tv 19°!o M/WBE participation. Th� City`s goai on this project is 19%. T�e project is located in COUNCIL DISTRlGT 2, IVlapsco 5T, P, Q and R and 6J, K, Q and R. FlSGAL INFORMATIONICERTIFICATI4N: The Finan�ce Director certifies that funds are a�ailabfe in the current capital budgei, ,�s appropriated, o# the Sewer Capital Pro�ects Fund. MC?:k � Submitted for City Manager's OftSce by: '� Marc Ott Or[ginating Department Head: Dauglas Rademaker Additional Infarmation Contaet: Douglas Rademaker I FUND I ACCOUNT � CENTER ; .�.MOUNT � C�I'ii SECRETARY � ita) . 8476 I 6157 (fro�n) R 170 I 6157 � 5412(lQ 070170� 31840 $2,163,45D.$5 { I 1 i AT'PRDVED 2111/D3 f, I� ��`��s��l"l�s� i ����§� AND ��Ni��T ����I���T� �o� SANIiARY SI�W�R MAfN AND 1�" �O�CE MAII� �0 S�RV� SEN��RA �tANCH S�CTIONS A & � DEPARTMENT OF ENGIN�ERiNG PR�J�Ci NO. 3750 SEWER D�PA�YM�N`� �RO,i�Ci NO. �1Y0�06d'IiU131840 • � CARY W, .lACKSON � Cl`YY MANAGER RQ��RT C04�E, P.�. �l��CiOR � iRANSPORTRiION AND PU��IC WO�KS K�NNETH �ARR MAYQR �A�� A. �LSSL�R, �.�. DII��C�"OR WAY'�R ��PAFtYM�Ni A. ��UCLRS RAC?�MAK�R, P.�. DtRECT�R ���ARiMENT OF �NGIf��ERINC p�C�M��Ft 200� I� ����������� ���� � ��. CAFtTER & �URGESS, INC, 777 M�IN STR�ET �'ORT WORT�i, 7K 76'10�� � 1 i�735-600fl � C&B No. 011358.010 .� �, 1 � ia���� C�" ����I � �h�`�"�; — - 1, Parf A� Notice to �idders � Compreh�nsive Nat�ce to �idd�rs � S�ecial Insfructions fo Bidders (1Nater Department) � City a� �a� Warih Minarityl Women �usin�ss �nterprise �olicy �f 2. Part �� �roposa! � 3. Pa�t C- Generai Conditions (UVater 9epar�mer�� ' � �. Part C1� Suppl�mentary Condi�ions io Part G-- C�en�rai Conditior�s 5. Parfi Q n 5pecial Cor�ditions 6. ��r� DA � Additional S�ecial Corrditians � 7. �art � � �iechnical Speci�cations � �City af �o� 1ii!lorth Allaterial (�-1) and Cons�ruction (��2) Sp�ci�ications {��e latesf revision fram City, Na# Includ�cf Herein} -Sp�cifcatians — Wat�r �epartment {IVot lnclud�d Her�in) . �. V�ndor Camp�iance tn 5tate �aw �� 9. Car�tracior Compliance with Worker's Compensation �,aw i i �fl. Part F: �onds and Insurance (City a# Fort W�rth} i � �Certificate of lnsuranc� e Per�orm��tce �and � , p Paymen� �ond � , � Mainte�ance �ond � 11. Part C� Confract (Ciiy of �ort War�F�} � 12. Appendix A - �asemen#s Documents C 13. Ap�endix � — ��otech�icai Reports 44. Appendix C � Permits ' � �� � � _i �1�I�T � �l�T�CE �� BlDDE�� ���JIPI��H���IV`� N�TI�� T� F3�DD�F�� SP����AL I����ll�T���1� T� B�1�D��� �1�1�A'TE� D��AF�'���E��� �lUUB � ��� � II� E IU�� '� � �: � �f i� ,� � � 7 . i ■ � � � � � i�i�� �" ai. ` •_ ` - i ' I _' ' i - _ i ' i ' i � i i ' - i - N�'�I�� i0 �IDD�RS •- Smalc�d prnpos-�}s fn.r- tl�e fCliolvin; For: ��NI�'A�Y S�VVII�� MAIN Ai�n 1�" FO�tC� MAII� i0 Sk�V� ��N��RA �A1V�b S�CTI�MS l� & � I�� S�Wi�R D�PARTIV��Pl�' ��OJL�C�' PIO. �1i�oUfi0�170131840 r �.0.�. NO. 3i�0 � �� S�CTlON A e Alternative "A,": 1,9A�D LF 36y & 2,076 i.F 30" Hobas SS (SN 46 Min.) AI#erna�ive "R": 1,94Q LF 36" & 2,076 LF 30" Contech A-2D00 PWC Pipe � �� Alternative "C"; � 1,94U LF 36" & 2,Q76 LF 30" UI#ra-Carr PVC Pipe �ass �id; 260 LF 3fi" & 30 LF 30" Hobas Jacicing Pipe by Bnre & Jack 5 EA Standard 5' []iameter 7'FiA Manhote with VeRt 9 EA Standard 5' Diameter TRA Manhole S�C�`101d � � Alternative "Ao": 8,781 LF 30" l�obas S5 {SN 46 MEn.) Alternati�e "�": 8,789 LF 30" Conteci� A-20U0 F'VC Pipe Alterr�ative "C": 8,781 LF 30" Ultra-Carr PVG �ase �Id: 429 LF 3q" Hobas Jacking Pipe by Bore & Jack 672 LF 24°, 3,523 L� '� S" & 1.947 LF 4 5" Sanitary Sewer Pipe 4,391 LF 90" PVC C900 dR 14 Farce Main Pipe 6 EA Standard 5' Diameter CO�'W Mannole with Vent 15 �,4 Standard 5' Diameier COFW Manhole Addressed to Mr. Gary W. Jackson, C�ty Manager of the Ciiy oi Fort Worth, 7exas wiil be received at the Purchasing affice �ntil 1:3D o.r�.. �anuary 9, 20D3 and then publicly opened and read aloud at 2:Q0 p.m. in the Co�ncfl Gham�ers. Plans, Speclficatians a�d Contract Documenks for this pro�ect may be obiained at the affice of the Department of Engineer�ng, Municipal Office Building, �I000 Throckmarton Street, Fort Warth, Texas. One se� of p�ans and documents wifl be provided fiar a deposit of fifty-dollars �5Q.�0 For acfditianal infarmatian, please contact Mr. John Boyer, Rrojecf Manager at the Cify nf �ort Worth, at (B1'�) 392-6&24, vr Mr. Sam Zabaneh, P.E. Carter & Burgess, Inc. (817) 735-6150. Advertising Dates: December 't2, 2002 December 9 9. 2002 Fort Worth, 7exas C�AlYP��H�N�I�� idOT1Cl� T� 81���RS Sealed �raposals �or �he �ollow�ng: �ar: �APtIiARY S�W�R I�AIM �efV�'��" �Of�C� M�IN T� S�R!!� �END�R� �f��b SI�CTlOIVS ,� & � S�V�Y�R ����iiVY�iVT ���J��T N�. P'170oosal�o����40 �.0.�. IV�. 37�0 Addresse� #o Mr. Gary W. Jackson, City Manager of the City of Fort Worth, Texas wfll be received at the Purck�asing Office until "{:3D p.m.. .lanuary 9. 2003, and then publicly opened and read alnud at 2:D0 p.m. Plans, Specifications and Cantract Documents for this prajec� may be obtafned at the office of the Department of �ngineering, Munici�al Office Building, 1000 T�rackmor#on Street, For# Vllorth, Texas. A fifty-dallar {$50.OQ) depasit is r�quired for fhe first set of documer�ts and additional sets may be purc}�ased on a non-refundable basis for fifty� dplfars ($�0.00} for each set. �hese documents contain additional infa�-mafiion for praspective bidders. Ail bidders wifl be required to camply rrvith �rovision 5�59 of "Vernan's A�notated Civil Sta�ues" of the 5tate of Texas with respect to the payment af prevailing wage rates and City Ordfnance No. 7278, as amended by City Ordinance No. 74d0 (�'ort Wor�h City Code Sections 13-A 21 through 13-A�29), prohibit�ng discrimination in employmer�t practices. Bid Security is required in accordance with P�ragraph � of the Special Instruction to �idders. The majQr work on the above project shaii consPst if the fdl[vwing: r _ ��C�IDN p► � Al�arn�tive "A'°. ` � 1,940 L� 3fi'" & 2,a7s �.� �a" Habas SS (SN 46 Min.} �I�ern��i�e "�°": '1,940 LF 36" & 2,476 LF 3�" Contech Ad20D0 PVC Pipe 1���@i17���V� "�:". I � 1,94D LF 36'° & 2,076 LF 3D" UEtra-Corr �VC �as� �id. �6D LF 36" Hobas by Bore & Jack � 30 �F' 30" Hobas by Bore & Jack ' ��A Standard 5' 9iameter TRA Manhole with Veni 9 �R Standard 5' �iameter �RA Manhole ' 131 VF Additional Dept� for Stan�ard iRR Manhole ' �4 �A Cancrete Manhole Collar 14 �R S�ainless Steel �.ockable Ins�rt I 9 I�S iRA Metering Manhole {rncluding Fencing, Pa�ement, Sitework and Electrical) � <� 65 CY Rock Rip-Rap S�C�'I@N � � �el�ernaieiv� :`A": 8,78� L� 30" Hobas SS (SN 4�6 Mir�.) �1 A[�e�°n��i�� ���,�� 8,789 LF 30" Contec� A-20Q0 PVC Pipe Alfieen�i��e °`C'�: 8,78'f �I� 30" Uftra-Corr PVG � � �ase �id; 429 L�' 30'" babas Jaeki�tg Pipe by Bore & Jack fi72 LF 2Q�" Sanitary Sewer Pipe I, 3,523 LF 1 Su Sar�itary Sewer Pipe 1,947 LF 1�" Sanitary Sewer Pipe �4,311 LF 10" PVC C900 �R 14 F'arce Main Pipe 1 6�A Sfandard 5' �iameter COFVII Man�ole with Vent � 1� EA 5tandard 5' C]iam�ter COF�1 Manhole � 86 V� Additiana� Depth for Standard �' piameter CO�W Manhale �� 3 EA Standar� 4' Diamet�r C��W Manhale with Vent � � 1 EA Ster�clard 4' Diameter CO�W Manhale � 26 V� Additional �epth for Standard 4' �€ameter CQ�VII Manhale "�r 35 EA Concrete Manhale Callar . 35 �A Stainless Steef l.ockabl� Inser� 72 VF Pratective Coating 359 CY Rock Rip-Rap Included i� t�e abo�e will be a�l other items o# construc�ian as outlined in the P[ans a�d Specifiications. The City reserves the right ta reject a�y andlor a[I bids and wai�e any andfor all forma[ities. Award af Contract shafl be to the responsive low bidder of Sections A&� cambine�. Bidders are herby notif�ed that the City is currently in the process af aoquiring the temporary and permanent easement� needed to consfruct this praj�c#. It is antic�pated that easement acauisition will be completed in one hundred {�00) days. Biddsrs shall hanor their unit bid prices for as long as it ta�Ces far the City to acquir� tne easements. � Bidders are responsibie for o�tairting all addenda ta the contract documents and ack�awledging '. ; receipt of the addenda by initialing the appropriate spaces on the Proposal f�rm, B'rds that do r�o# acknowledge receipt of a�l adder�da may be rejected as ��ing non�iB5p0i]SfV�. Information � � regarding the status of addenda may be obtained by cantacting �i�e �epartment af I�ngineering � a# �8'f 7) �'�'�-�91 D. �. AWA�� OF CONTRACi: No bid may be withdrawn un#il the expiration of rtinety (90} days from ti�e date bids ar� apened. The award of the contract{s}, if made, will be wi��En ni�ety (90) days after openfng of bids, bu�t in �o case wilf #he award be made unti� all necessary investiga�ro�ts are made as to the respon�ibility of the �idder to whom it fs propased to award the contr�act. Bidders shat� not se�arate, detach or remo�e any portian ar segment of sheets from the Contract �ocuments at any #ime. Bidders shall submit the complete speci�catiQns book or risk rejection of bid. In accordance with the City of Fort Wor#h Ordinance Na. 13471, as amended ay �rdinance Nv. 1378'�, fihe City of �ort Worth has goals forihe par�icipation of Disadvantaged �nterpris� in Gity coniracts, A capy of the Or�ir�ance can be o6tained from the Office af the C�ty Secretary, In i � �: ,. ,� .i � .. ��_.- ` � . " , > �n accord�nc� wifh th� City. of ��rt 1Nor�� Ordir�anc� No. 13�i1, as am�nd�d �y �rd'tnanc�e No, 13��1 � t�� City �f �a� Wor�h ha� goais for t�e p�r�iei��tf�� of pis��vanfag�d l�r�e��rise in Cify cant��ets4 l� eapy o# th� O�di�a�ee can be o�itair�ed F�om the �f�ce o�F the Ci#y Secr�tary. In a�ldi�c���, �.tt� E:�id�i�trt �k�alf �ubrr�ii6lht� iv�i��J�►t��. U'i [�.!€�-1►�iUiv r�Uf��Vi, ia�tllVl� �uiv ����-I�OF� WAfV�R F��N9 a�dJsr t�� �00� FAiT`F� ���O�i �O�M ("�ocumenfati�n"} a� a�prapriat�e Yh� �o�tame�t�iiofi �nusfi �. ��c�iv�d by t�e ao�ft�eti�g d�partmenf no lat�� fh�� 5:40 p.m., fiv� (�) b�rsiness d�ys a�er th� hid op�ning d�te: Yh� bidd�r �h�ll �frtain a r�eeipt ��am t�e �pprop�iat� empf�y�� of the ���tira�iing depar�mer�t to wh�m ii�� delivery was mad�. Sucn ���i�i s��l! b� �v�de�ce t3��t ��� do�um�r�#a�r�� w�� r���r�d by fl�e �ifiy. F�ilur� io complyr s�al[ rend�r ihe bid n�n�r����an�ive. F�r additi�na� i�f�rma�ion, c�nf�c# Mr. Sohn �ayer, Pr��ect Man�ger witf� the �ity �f ��r� V11orth, at (�17� 39�-88�4, or Mr. Sam �a�ane�, P.�, a� (817} 73�-6�150. � (��4RY W.'JA�KSON G{T�( M�►IV�R►C�i� . _. - .:.. Adv��ising,l]ates: ; .. . ����m�,�r �_2,_zaa�°.� : �ecsm�� � 9: 2�02 � � - .. . .. . . CI�pFtl� P�ARS�1� �lTY S���EiARY� Douglas R��mak�r, P.E. Directar . D�par4ment of Engineering . . c�� [ ����� - �y`_ � - � - -- - - � �� �c� �rice, P. �. _. . . �ivision M��ag�r ` " . �:-• � , G r I , - �P�CfA�� lNSi�UCYIQ�Ia TB �IDD��� (1����1� ����4�i1�tE[VY) 7• ���Q�lA�I�iCATI�A6 R�QUIR�IU��tVT: Afl cantrac#ors s�bmitting bEds are required to be �requalified by th� �or� Worth Wa#er Depa�tment prior fio submittir�g bids. ihis prequal�cation pracess w�ll establ�sh a bid limi4 bas�d on a�echrtical evaluafion and financial analysis of �he cantractor. It is th� bidder's respor�sibiiity fio submit th� �ollowing dacumentat�on: a current financial st�t�m�nt, an acc�p#abl� exp�rience r�cord, an acc�ptai�l� equipment scf�edul� and any o#hsr documenfis t�e pepar�ment may deem nec�ssary t� the Directar o� the V'Vaier �epartment �� l�ast sevcn (i') cal�ndar days prior to th� date of the vper�ing �f bids. a. 'fhe financial stat�me�k �qc�ired shall hav� been prepar�d �y an ir�depend�nt cer�ifed puialic accountant �r an indepet�tfent �ublic accountant holding a va�id permit issued by an apprapriate State iie�nsing agency and shall ha�e be�n prepar�d as to reflect eh �n�ncial status a� ihe submitting campany. TF�is s�atement must be curr�nt and not mar� that on� (1) year old. In th� case fhaf a bidding date falls within the tirne a new statement is being pr�pared, the previous stat�ment shall b� updated by proper verificatiort. b. �or an exp�rience record to b� considered ta be acc�ptabl� for a given p�ojeci, it must reflect th� �xp��ienc� of the "�irm s�eking qualification iR wor{� af bot� fihe sam� nagure and technical le�el as tha# of fih� praject f�� which bids are to �� roc�iv�d. c. The Disectnr af the 1!'Vater ��parimeni shal) b� the sol� judge as to th� accep�ability '�or fin�ncial quali�c�tion to bid on any �o� Worih Water ��partment proj��t. d. �ids received in �xcess af the pid limit shall l� considered non�respnnsive and will �e rejected as such. e. The Cify, in it's svl� discre�ion, rr�ay rej�ct any b�d fior failure to demanstra#e ex�eri�nce andlor �xpertise. Any propos�ls submitted by a non�prequaiified bidde� shali b� return�d u�apened, and if inadvert�ntly open�d, s�all na� be consider�d. g, The City will a�temp� ta notify praspecfive bidders whose qualifica#ions (�r�anciaf o� experienae) are nat deemed to be app�opria#e to the nature andlar magnitud� af fii�� prvjecf on which bids are to be �ec.�ived. �`ailure to na�ify shall nat be a waiver of �ny prequali�catian. 2. BI� SI��C�IRITY: A cashier's chec{c or accep�able bidder's �or�d payable fio ti�e Gifiy a� �ort Worth in an am�unt o� r��t less than fiv� p�rcent (5%) of the largest passible tota4 a� �the �id submitted must accompany �h� bid, an� is subjec# ta �orFe3ture in ihe even� th� �uccessful �idder faiis to execufe fih� Cantracfi Docum�nts withi�r (10) days after the cantract has been awarded. `fo be an acceptab�e surety on the bond, (1} the t�ame of th� surefy shall be included on the current U.S. ireasury, or {2) the s�rety musk ha�� capital and surplus e�ual io fi�n times #�e fimi� of the bond. ihe sur�ty musE be licensed to do business in #he Sfiate of Texas, ihe amount afi fh� bond shall not exceed fhe ama�nt shawn on the i�easury I€s� or ane-ten#h (1/1 Q) the tofial capital and surplus. 3. ���lDS: A perF�rmance bond, a�aaymen� bond ar�d a maintenance band each for ane � hundred (10D%) perc�nfi of the cantract price will �e requir�d, R�ference C 3-3. �i� ofi Fort 1North Min�ri��r �rrd V�ornen �usir�e�ss �n�er�rise �pe�ift�at�on� ����I��. ��1�'1"RLJ��'I��l� F�R �IDDE�t� APPLtCA710N �� P�L,I�'� If �he tn#al s�allar v�l�� �f #h� �pr�tract ts ���,pQO o� ��re, �t�e [�JI�1U6� go�l �s �ppMl��b�e. 4� tl�$ tvE�4 �oll�r V�G�ie �f th� conlract �s less tha�'�25,�Q4, t�� MIW�� �o�� is �ot �ppli�a�ie, PDI���`f �TAT�M�h1T I� Gs ihe �olicy of t�te �iky of �'or# WarC#� ta ens�rre the full ar�d equitable parilc��aiion by A+Iinor�tylW�men Buslr�e�s �r�t�rp�lses (�1lW�E) in #he pracwren�enl c�f aU �a�d� a�d s�rvEces #a li�� Clty on � c�n�act�al basfs. �I�e ofojectE�+e of �he Palicy �s fo Ir��r�ase #ia� �se o4 l�1JW�� fir�� #o a I�vel compara��e t� #he ��rallabfiit� of {U1IWB�s #I7al p�ov�de gc��ds and �ervices d€fecily �r 3��frectEy tp the �iiJ�, AI! req�Irerr�er�tS �r�d r��uEalinris s�2�#�� In �he Ca�y'� curren# h�fEnorlly an� +�lfamen Business Ent��pr�se Oftlin�r�ce appiy to kh�s b�tE. MNYB� p1��,1��� ��A�.S 7i�e �ify's ���rtinr�� �oaR on t��� �ro�ect �s �18°1$ o� «e k�a�e bid valUe �� the c�nxr��#. �OM��IAN�E T� BI� �PE�1FI��IT��NS On �lty conlrac�s of �25,OOD ar n�ore, l�l�lders sre requlre� �o comply u�+I�F� #�a Ente�# of fC�e �ity'� M1WBE Orcifr�ar�c� ksy ��Fhef of ihe fol�owing; �. Me�# or�x�e�� ihe alanve stated M�W�E g�al, or; �. CYoo�iFaithEffartdoc��mentatlo�tor; 3, V�alver documenta�Ror�. SUBMIT�A� �F �tEQE1��tED D��UIIJ�FNTA�'�OFi TY�� a�pli�ahl� d�currr�nts ent�st �ae re�eive� by th� h�anaging �e�artme�t� withi�r the t�llowl�g times alto�ateci, ir� arcler �or #hm e�#ire bid to be considarec� res��nsl�+� to the speci��a#i��s, 1, �W BE U#ifiaatior� F�Em. i� goa� Fs met ar exceed�c�: �, C�ood Fai#h �ffort �orm a+it� i4�fW6� 1#t�liza#iar� ��rnn. I� paeticlpatl�n is les5 E��n s�ated goal: �. �ood Fai#h �4Y�rt �orrr� 9f r�o particl�a#aon: �. Prlma �o��ra�lar U1fa�vef Fot�_ receiv�� by 5:00 p.rrt., f��re (�} �iky Fruslnt+ss days after t�e bl� oge�Eng date, sxclu�lve o� t�e bid op�ning �I�ka. rec�lved �y �+:0� p.�., fkve (s� Gity F�usiness da�rs aiter �he b�d o�Oaning da#�, ��c��sSwe a�#he �i� ape�ring ti�te. r��a�vod �y 6:�?Q p.rn., #Ive �6� �ity b�siness �ays after #h� b�d o�Oening cFa�e, exc����ve a# the tild vpe[r�nQ da#a, receE+�ed �y 6:#}0 p.m., flv� ��j �liy �uslness days aftor the bld opening d�t�, exc�usl+r� of #I�e hid op�r�Fn� date. F�IIt�IF�E TO ��M�LY UYI�'I# TF#� �ITY'S l�fWB� O�DI�Ah1C�, 1�YIL.I. R��l}�T Ih� 7H� ��L7 BEFl�Ca � '-� �or�si����ar�o�r-a���o�sEv�ra����c���c�r�or��. . - Any q�res�i�ns, please co�ttact ths �fJ�WBE �ffiee �E �8�7} 8T'I-6'10�3. Rov. Br7���n �I� O� ��i"�'�0�,�'1; � � Adliner�� �nd Women usine��,����`�r�i� Speci�ic��i�n� 4,'d � �;l�l������',�� ������ ������ t ��� .� ; I� 1.� �6 S.J. Louis Canstruction of iexas �T'D., �.�.� January 9, a0fl3 PRIME COMPANY NAME BID pATE 375Q � Sanitary 5ewer �f[ain �d 1�" Force 14fiain io Serve Sendera DEPT. OF ENGINEERING PROJECT NO. Ranch Sectians � & � �1�O�D601�013��40 PROJECT NAME SEWER DEPT. PRD,l�CT NUMBER ATTACHiVI EW71 A Page 1 of 2 „ �� I CITY'S MIWBE PROJ�CT GOAL: 19°/a � � MIWSE PERCENTAGE ACHIEVED: % i g.�3 F�ilur� #o co�np�eke th�s forrrx, ir� its e�tf��ty w�th sup�ortir�� docurner�t�tion, and r�ceEved by the hha�naging Departm�nt :. on or befc�r� 5:00 p.m. five ��} �ik� f��s����s days af��� �i� a�enin}�, ex�l�slve of bid opening d�,#e, v�vill re�sult irr tk�e bit� i�ein� considered nor�-res�vnsive #o bid s�ecif�c�tions. A � � ;��'he �n�ersign�d b{dder agrees ta en#�r into a�ormal agr�erns�t with tF�e f�1BE and�or 1NBE �irrr�s fur w�srk list�d in tk�is s�F��dule, �or�ditGoroed u�on exec�t�or� nf � contract with �I�e �ft�r of Foxt Wortft, 7he ir�t�ntiqnaf andlor kr�vwi�rg � 117i5�##pruYa3��d�101'1 O� F8��5 IS L�1'OLlfl{�"3 �OT C0138ICI$ra3���f1 O� {I�$CjLC�I�f#G�tl4fl c�Ra'j w€�I ►esul# in t�e b�d be��� �onsidered ' � nar��resgonsiv� to sp�ci�icakions. : _� — C�rnpas�y I��mo, �ont�ct Name, " Cer�ift�d apeciFy All �o[etracting I Spsc�fy All fterns ta b� 4olE�r A:::�unt A�d�c�sa, �n� Te€ephorra No. t, Scope �f 1�Vark �'} � Supplia��•} ,�,; . � o� � ro � � � cn � � � '' J f� Materials, Inc. Judy Brown �---- fP�O. Box 496 __ Alvord, Texas �622� _ �soa-a�s-s�a��,��- � X X Embedment Mater€al Rock, 5and 1sf $ 90,OOO.UO i ' �' Choctaw Pipe & Equip,r Inc.�� � � ' � Lori Johnson 'i4215 Championship Lane X X Pipe AAaterials Pipe, Casing 1st $ 314,OQO.UO '� m - - �--�� - - , .�. --� _�.� � �.. Houston, Tsxas ii069 �-:__�.�. . ._.__ ��_,�.� �$'I -�83-9003 � �� MrW$�s o�tusl tse la�ca#ed in lhs 9{nfna} co�u^i�+ FiTR:1SG;pJ�G� ar ot�r�s�tCy d��!^y i�'�S:na55 If1 tf14 FYJ@�CLSt"�l��vv 3t It�� ti :;� a! bld, `�� �r�L'!?)+ �11 ,�rP�s In whl�h ��4L:'�4'r, are l;.x �S�r �rr+llw�i� �^W� :F 1i2:^S f0 �}� v;;fTj7Mi�L�: , ("1 1k c�;t�p+ere lf�lin� o� items ta be �uw^��Pr� IS eCquira� �rY blyde�' to rCLslye cr�dit t:v:a:;� lh4 I�A�::'�W �oal. ��••} Ide:*� ;�^� T�?r Ic+�oi_ Tier: P1E4ans !h� le�el o! �u#t�^•��^':::r� kr�:;;� Hw� p^•�d �v;,f�vCtQrr��nc�1r3^I, i,e,. a Ai.ti�t a••••,pn! : C ��s...v.. frC^t P+�a p��e:+:� cu: LaUlc: I�a �::h�oiat�a�tae Is cw^�iwe:4� �" fi��,, paym��t ��+a �,�becrnteaticrr ta f�5 S'ill�j....a.r FS G4R4j�ky:aa �nd II£P_ - i ' � �sl�C Ai� �81'$ �' OI`$i1 Ilslinoriiy and 1nlomen �usiness �nierprise Specifica�rion� �-' THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMEN7 BY 5:00 p.m., FIVE (5} CITY BU51NE5S DAYS AF�ER BiD OPENII�G, EXCLUSN� OF' 7H� BID OP�NiNG RATE Rev. BI2198 Pages 1 and 2 of AttachmenE 9A musi be received by the iilianaging Department i" ,� � �' ��1��� ��`����I�O���N., �: �'�_ � r k����'-i�'�'-:�:I:'� - ,-`� AT7ACHMEIVT 1A Page 2 of � � The bidder further agrees to prnvide, direcily to the City upon re�} �� E, ,, ete,�, c }�ate informatian regarding {actual work performed by all subcontractors, inc�uding Ni��{s) andl��d1���� arir�lif �ei�i% submitted with fhis bid. ihe bidder also agr�aes to allaw an audit andlar examination a� any baoks, records and files held by their company that , wi11 su�istantiate the actual work performed by the AAB�(s) andlor 1l11��{s) on this contract, by an authori�ed officer or femployee of the City. Any inientior�al andlor knowir�g misrepresentation of facts will be grounds for terminating the '� contract or debarmeni from City work for a period of not less than tF�ree (3} years and far initiating actian under Federal, State or L,acaf IawS concerning false staqements. Any fa'rlure to comply virith this ordinance and crea�es a mater�al '� breach of contract may result in a determination of an irrespons�ble offeror and barred from participating in City work for � a period�# time nat les�than one ('l} year. � A�� {4���s and W��s 14flUSi �� C�RiIFI�D �Y TH� CITY €3��ORE COi�iRACT AFl1lAFtD f � }" - - ..._ . - - �-- - - - - - - - `" � .� �r� r�p►� ��: � . ,-�. �� ' ' Authori�ed Signature Pr'rnted 5ignature i p5r. Proiect 14Ranac�er, 5ecretarvl�reasurer I �itle S.J. �ouis Canstruction, of iexas l.td. LL� T � Company Wame - 520 Sou�h 6th. Ave. Add ress � Mansfield, iexas I6063 � � CitylStatelZip Code �� �, AM4tF_t.. Ma*�p Yf1 Contact [�ame and iitle (if di#ferent) 817�477tlU32Q Yelephone Number {sj 871-4��-O��a Fax Wum#�er I�rSCa� Date THIS �ORM MUST �E R�C�IVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CtTY BUSINE55 DAYS AFTER BIU OPENING, EXCLUSIVE OF TNE BID OP�NING �ATE Rev. 612I98 Pages 1 and 2 of Attac�ment 1A must he recei�ed by the Managing �epartment �art B - PR�P�S�l� �'his �ropos�l must n�� be removed fr�m �his hoak of Coniract �ocumen�s} TO: Mr. Gary W. Jackson Ci�y Manager CI#y O� �01'� 1/iiQl'ii�, �£X�5 I�Q�: SAMTARY S�WER MAIN AND 12" FORC� MAIN TO SERV� S�NDERA RANCH S�C1�I�N5 /� &� DEPARTMENY OI� �NGIN��RING �ROJECT NO. 37�D S�WER 9�PAR`�MENT PR4J�C`f NO. P170�06Q17013984Q Fort Worth, Te�as Decamber 2002 Includes the furnishing nf ali materiafs (except as specifi�d to be furni5hed by fihe City}, equipmer�t and labor �for the installation of sanitary sewar liff station and force main, a11 necessary ap�urtenances and incider�tal work to provide a eamplete and serviceable project. �ursuant to the for�going "Natice ta Bidders," the undersigned bidder, having thoroughly examined ihe contrac� documer�ts, including ��ans, special coniract documents� and the General Contract Docum�nts and Genera! Specification� far W��er Departmertt Projects, the site of the project an� understandi�ng t�e �mount of wark to be done, and fih� preva�{i�g conditions, here�y proposes to do all the wvr�C, fi�rnish all labor, equfpment and material necessary to fulfy complete the insp�ction and approval ofi the �irector af the Ciijr Wate� Department of the City of �ort WortY�, Texas; and binds hirrts�lf upon �ccepta�ce of this propasal to exec�ate a cantra�t and fur�ish ar� approved PerFormance Bond, Payment �ond, Maintenance Bo�nd, and suc3� other bor�ds, if any, as may �e required by #he Car�tract Dflcuments for fihe perfarming and completing of the said work. Conirac�nr proposes to do the work within t�e tim� stated and for the followiRg sums: (Furnish and instal�, including all appurtenant work, com�lete in place, the following items): B-1 �i�iVIT�►RY S�b11�17 f1�AIiV APlD 12" ���C� Il�A[l� i� S�,�VI� S��D�R�► R�IV�H S�CT'I@A6 �4 ��4Y i4�PR�XIMAi� IT€M QL�ANiIiY ALi�Ri��lilV� A 7 , 1,940 �.. F. D�SCRI�iIOR� QF IT�M� lNI�� �I� PRlC�S WRITi�N 1N WOR�S 3G" Dlameter Hobas Plpe by Open Cut (All Depths), UNIi AfV�QUP!'f �R1�� �ID �]� H�N���u ���kr f�olfars & N� Cents perL.F. $ 10`6.� Zoq,��• � 2, 2,076 L.F. 30" Diameter Habas Pipe by �pen Cut (All Depths), i,�a�ry �1?EC Dollars & �io Cents per L.F. $ 93 �pr i43, d[��, � .. i0T�4L ALi��tldAi[V� A I$ �{ oZ f SgSs. °O —� B-2 �Ai�li�Y S�1��R IW�II� �l�� 'i�" ���CE [Vli�liV i� ���V� S�N�GR� �N�� ��cil�� �e �AY A�PRDXlM,��� I��M QUAN�{ I Y A�i��NA�'IIA� � 1. 1,940 L.F. d���RI�TI�N OF IiEMS 1i91fik �ID �RIC�S WRIi��R� IW WOR�5 36" �iameter Cantech A2QU0 PVC Pipe by Open Cut (A!I Dept�s), Ul�li d{4ii0UNi PRIG� �I� SE� E,aT�� T�# Iz�EE Dollars & I�d Cents per L.F. $ 73.� lal� LoZ�, �o 2, 2,076 L.F. 30" Diameter Contech AZOnO PVC Pipe by Open Cut (All Depths), sixT` Dollars & f�Q Cents per L.F. $(�O, ar 1Z�,S(�,ar — — i��AL �'��RNAT°lll� B � $ Z (al�� IgO. °O , B-3 S�IT,�RY ��F��� ��►IN AND 'I�" �o�c� n��►r� T8 ��l�V� S�W9E� I�PdCf� ,SG��'�I�N! A �AY A�PR�XINfAY� ���CRi�YlO�! O� i'��N1S 1l44dlTH �ID 11Nl�' A�flO�NY [��1� QUA1d�lYY €��iIC�� W�1�l�N 1N WO��S ��IC� �I�] AL�I��NAiilf� C 1, 4,940 L.�. 36" Diameter U�tra-Corr I'VC Pipe by Open Cuf (All Depths), S � xT.� S �� Doltar5 & � o0 00 � o Cents p�r L.F. $(�(p .�" �Z� j ��0. _ 2. 2,D76 L.F. 3a" Diameter Ultra-Corr PVC Pipe by Open Cut (Aif Depths), ���.� SE�t� Dollars & � � � ti�r/ Cents per L.F, $ S7 sa I i i�370 ,_ ' r��A� s����o� � �� z�i�, a � o.°° - � s-a� S�a��4�Y S�'�91'�ii MAIN �[Vd '!2" �0��� �VI�41R1 T� ��R'�E S�N��R�1 R�N�F� ��CiIOR� � PAY A��R�X[i�L��'� �����I��IDP! �F IiENfS F�ildt Ea E�I� i�'�M QUAA1TIiY ��tIC�S W�I'T C�N IN WOR�S � �AS� �1D 1 = 260 L.�'. 36" []iamet�r Hobas Pipe hy Bore ar�d Jack (All Depths) including 54" Stee[ Casing Pipe (5!8" wail #hlckness), Comp�ete in Place, 2. 30 L.� �NiT AMOURli �RIC� �IA S�x Fl��a��n 1-��r� Dollars & ND Cen#s per Each $ 6so °� 1�ya� � 04 30" Diarneter Hobas Pipe hy Bare and Jack (A!! D�pths) ineluding 54" Stee! Casing Pipe (518" wall thickness), Camplate in Place, S+x }�una��� �-� Fr,� �oElars & � n Cents per Each $ (�� � �' Eq � �� • �� 3. 5 EA. Standard 5' I�iameter Trinity River Authority Mani�a[e wifh Vent (to 6'}, Complete in P�ace, 4. 5. S��T�I ��J� �{����� Dollars & 1r�o Cents per �ach $ 7,5t�o.� 3�, Soo. D° 9 EA. Standard 5' Diameter Trinify Ri�er Authority Manhole (to 6'), Comp�ete in Place, rtFry six riur��R� Dollars & pp ED 1�o CentsperV.F. $ 5��� ���`�0�� 131 V.F. Additional Depth for Standard 5' Diameter TRA Manhale, ON� ttv�►DRED S�x-r�/ �d Dollars & 00 Cents per Each $ ! I�0 • '� a ao � 0� � c� 0. ` B-5 �ANI�'�►RY ��!l��� I�IAIA� �11d� 1�" ��R�� iwRIP� i0 S��:V� S�h���� �oR3GE� ��CTI�W A �ar �►��Kox��a`��� n�s�R��rt��v a� t�'�n�s �r��r H �ia �N��r �mau�r Ii�M qlJAl`I'`il�'Y �RI��S I�VRITTEPI IPI WOR�S P�1C� �I� 12. � L.S. Sfarm Water Pallution Prevention P�an � (SWPPP) and �rasion Contral, Complete in P1ace I � ` � R� 1 �ta�sa�Jt� Dollars & • � o0 + tJ o Cents per L.F. $ 3.L�. '�,t� . T i�i� ��5� BI9 � $ 3�t��Do';. �'�° �i ,� � .� i� .� :� ,� �r '.�, ,� �� 4 �� �� ;{ �� �� B-7 s�i���� s��v�� n��� ��� �a�° ���c� t�i� T� S�Ft!!E S�h���� �NCHI ��cYro� � ��v �PPRAXIMA�'� r,�sc��Prion� �� ��r��n� wir� �i� uN�� �mou�+� IT�[W QUAAliIiY P�IC�S W�ITTEW IfV W8�D5 f�Rl�� ��ID 6. 14 EA � Concrete Manhole CoElar for Trinity Rirrer Authority Manhale (ali diam�ters), '�1JE 4�u,s,�Q�r� Dollars & � � Cen�s par �ach $ Stb .� 7� �• � 7. 14 �A Vacuum TestEng of irinit�r River Au#hority S�nitary Sew�r Manhofes, 8. '! LS j,ao �iuuD�.Ep Doilars & no °O � a Cenfis per Each $ Z� �' Z, $�O .' TRA Meter�ng Station Camp[ete wl Elec�rical Facilities, Instrumentation Enclasures, Fiow {IAonitaring �quipment, Chain �ink Security Fence, HMAC Paved Access Surtace & All �fher Related Items, Cnmpfete in Place, t���ry �j�ioxR+�t� �oilars & ' �D ���o � �, aa iJ o Cents per Each $ . � 9. 4306 L.F. Posf-Canstructton N Inspectfon, � iJo Dallars & � S So St�NT� �i�E Cenis per �.F, $ �• `- 3�ZZ`1. � 10. 4,046 L.F. Trench Safety {5'-20' depth) �� 9ollars & ol �� O�E C�nts �er L. F. $ �• ` `� d•� 11. 65 C.Y. Rock Rip Rap 1�"-8" , 2' DeEp F~►�Tv �-��%� DoHars & i - Q� rJ� Cents per L.F. $ S�, 3, �"7 S, °o B-6 SAFd[��f�Y S�1�'L�,R f�AIM �oA�D 72" F@R�� 14�dIP� �d S�i�V� S�PlDER� RAP�CH ��� ���,�� � P�►Y A��ROXIf�A7'� D�SCRI�i10N OF Ii�R�S WIiH �1D li'�M QlJARlTIiY PRl�f�� WRii��N IN W���� �i _ ALY�RPl�eilV� A - ' 9, 8,78� L.�. 30" Diameter Habas Pipe by Open Cut (AlN Depths), � UNI�' AMOUF�� PRIC€ �1� ��Nc`Ty �14�EE Dollars & ' on o0 � a Cents per L.F. $`13 . �b! l�, to33. — ror�� ��r����►�r�v� � � � 4sti t�, (�33, °b B-s PI�Y ApPR�XlMAT� � ;� ITEM QUANiITY ,A�.i�RNA,iIV� � - - - �� - - - - - - - ' 9. 8,7$1 L.F. S�IiARY S�F�� f�IR1N �� '12" ��R�l� NYAIf� �� S�RV� S�{V��RA ��H rr�r*�s-e��,r.� s�r 6�5����YIOW �� 1'��P�S W[i�1 �l� IJNI'� PF�I��S Wf�li�'�N I� WO��� ��IG� /��11fIO�1�dT �I� � 30" Diameter Con#ec� A2000 PVC Pipe by O�en C�t (Al) nepths), S� xT/ Do!lars & �o CentsperL.F. $ (A�.�� �'Z���6(ob,� �Oi�,� �,i�Rf1l��lV� � � $ SZIn, �S(n�� na � ,� ,� � :I �I �� �� f� , , r 8-� ��►fV1iAeRlf �FFN�ft pAAlN �#IVD '92" FO��� iViAIP� i0 5E�l�� SL�id��RA �,iV�H ��cil�� � PAY �#P�f��Xi�AA�1Y� [i�{411 tdlJAPlYIT'Y A���RNAiIV� � 1. 8,789 L.F. 9�SG���iI�N O� IiEM� 1l4niH �I� PR[C�S WRl`�T'�N IPf 11V0�9S 30" D�ameter Uit�a-Cflrr PVG P'ipe �y Open Cu# (All Depths), uwa� �►�wvu�� ��lC� �l9 Ak��- ��' ,�S �►F�-,� SE��►.! L�oII�rS & �t��/ Cents per L..F. $��, s� �D+� � 9'a7. �� �oY� ��r�����°�v� � j � so�, q �� . so s-�o ��►�r���v s�►��� �,��� ,��� �a�y ���c� ��� Y� s���v� s����� ���b 5��7'iC3N � � ,_ �AY AI�PR��Il�ATE ' Q��CRII�T10�! OF �T�MS 1.+V17H i31� � UNIT ' AlUiOUNi �"C�1Vi {�UA�V I I-fY f I�Fi1C�S Vi(RI�1-'i'�iri IIMi V`V[]RI�� � i�lill;�`�' I BI� 1 � SECiIOh� � � �AS� �ID 9. 429 L.F. 34" Diameter Nabas Pipe by Bore and Jack (All ❑epths) including 54" Steel Casing Pipe (�18" wall thickness), Complete in F'lace, , ��x ��ap��p }-��T•/ Dollars & ' ! ' o0 ' °° Z�4S gSo. � � o Cents per Each $ fQ��, , i 2. 672 L.F. *24" Diameter Sanitary Sewer Plpe by Open � Cut {All Depths), �� i�� FT�/ Do1}ars 8� 1Jc Cents per L.F. $ ��•� '�3� ��� � �' 3. 8,�23 L.F. *'{8" Diameter 5anitary 5ewer Pipe hy Open ' Cut (A!I Depths}, ►-d �.r,r I �o Do�lars & �t�j/ CerttsperL.F. $ iZ..�� I��f,7Z7. Sa — -�- — - — — — 4. 1,947 �.F. *15" Diameter Sanitary Sewer Pipe by Ope� Cut (All Depths), �aR-r� 4 wo Dollars & �a Cents per L.F. $ '�z � � g1�77`� • � 5. 4,319 L,F. *12" Diameter Force Main Pipe by Opert C�t (A[I Depths), �1 �1 � I� � ��i l��ry S��E,� �i F' T� - — — � 2y'� u�-r��• �ar�- F7�y �qw°I P{r� jg'' u�T�P• �t� F'[��![��9 P�rc �5r' SVl` �7 f VL l �4G~ ��r G�P�s �oa �ry WL ('�P� * Indlcate Pipe Material polfars & Cenis per L.F. $ ��.�`� ZO�,�IZ.�-o B-11 S�i�liARY ��1�E� MAIh� A�ND 'I�" FORG� f91PAlR� i� ��I�l�'� ��N��R�► R�►NCb ��CilON f� PAY { A�PROX1MAi� ��SCRI�TIpN OF ITEI4AS INI�'H �ID UN!"f � AFiff�UNT ��-��t � c�u,wr��r�c�v r��r�c�� w�z�-r����r� ��v wo�us ����:� � �ia 6, 10 L.F. *8" piameter Force Main Pipe by Open Cut � (All D�pths), l-o�z�-� SG���.I Dolfars & �va Cents per t,.�. $ `�7. � �17b. � i. F EA. City of Fort Wor#h 5#andard 5' Diameter ManF�oie with Vent (to 6'), �2, y�.oss,aap Dallars & I�ia Cents per Each $�, ���� Z'�,�. � $. 15 EA. City of Fort Wor#h Standard 5' biameter ManhoEe {to B'), � �, � ��� 9. - - � 0, ��� RT-y ON E�� nSD�Er� Dollars & � / i�o Cents per Each � 3, l aD. � �(, � SoD. �"" � 186 V.F, Additiona{ Depth for Clty of Fort Worih f Standard �' Diameter Manhole, i i �r�� rtor��I�ED SixT,i Doilars & � !�o ' Cerits per V.F. $ iLa�.� Z�,7(:�0. � I - --- -- -- --- � 41 EA Cify of Fort Worth Standard �4' Diameter Manho[e (to G'), I 'ri►.lEnl�'y Sl x}�Un1i� f�� �� C]allars & i [Jo Cents per �ac�t $ Z, �00, � Z�i [o W • � � 1'I. 3 �A City of Fart Wo�th Standard 4' Diameter � Manhole with Vent (to 6'), , ��i RT�/ S }�iT_Eti ��a�R.E� Dollars & � o Cents per Eac� g�' C�PSY 20o fJR 1�1 I�vC P�P� * Indfcate Pipe Materfal $ �� 3oa, �� 9,� oD . � B - 72 ��►PIIiARY ��ldlll�l� iNAE� �� 1�" �OR�I� �dii4ii� T� S�R�� ��N��� �IVC�f . ��C'fIOP� � ,, I PAY A��RQXIM�Ai� D�S�RI�TRQN`OF tT�'M� W#�F� I�IIJ [IR�IT I AIUIOUN� I 17'Eilfi WtlAi�i'�'11"Y F�hIG�S Wf�iif���fV L�d'ifYO�US F'�it;.i� I Btb � 12, 126 V.F. Additional Depth for City of For� Worth Standard 4' Diameter Mar�hole, � �n1E hlUab��p �ollars & � 00 I�io Ce�ts per $ I DO, o0 1Z, i�o� I � 13. 35 EA Concrete Manhole Collar for City of Fort . War�h Manhole {ai[ dfamekers}, �i�E �'i�Na1��� Dollars & op an 1�� Cents per �ach $ S�.iO� ��, �OD. — '�4 35 EA Vacuum Testing of City nf Fort Worth Sanitary Serrver Manholes, �+uo H�,3pQE� Dollars & ao fJo Cents per Each $ ZQD• � �7 ��� '15. 12 VF *Protective Mant�o�e Coating, Comple#e in F'face, O�E 4� uNa��b 1 t�i i�T,� Dallars & � oa� oa IJ� Cents per Each $ 13�. I, �ino. — 16. 4 EA Caigon Carbon SweaE Street C}dor Cor�trol Unik, Complete in Pface, �wb To�SAa � ('�� � dNi��il Dollars & � No Gents per �ach $ �� � �� � Zr ti �p, oa 17. 19,673 L.F. Post-Construction N inspectian, N a �ollars & �S � I �7��Enf�.� j-�J E Cents per L.�. $ b.�S I`�,��`�, � _ f _ _ � . �Y l�� �I aS W r.s � r,, G� * Indicate Pro#ective Caating g-93 SAWITA�Y 5�lJ��R ��11[V reeiV� 12" ��RCE �ll�iV T� S�R�� ��P��I��A ��P1CH ��C�'I�N � �AY QP€�RUXlMAi� nL�SCRIPTlON OF Ii�MS VIIIiH �l� I UNIT i'1"�IVi Gl��►�rl�i"i'� Y i��IC�� I�i�rtl�I'��,hi f[►� �l�fi)F�C75 � F'I�IG� 18. 18,474 L.F. irench 5afeiy (5'-20' depth) . 19. AMOUNT �It� i�o Da[[ars & � o� �a ON� Centsper�..F. $ O,- 1�`�. 770 L.F. Trench Safeiy (� 20' depth) 1� o Dollars & ��E Cents per L.F'. $ �a e+ �•�� 20. -- 359 C.Y. Rack R9p Rap 15"-8", 2' Deep - - 21. - - - F+ ��� 1-t J � Doliars & 1�ia Gentsperl..F. $ sS� � �`�,-7`�S� o 1 L.S. Storm Water Pollution Prevention P{an (SWPPP) and Erosion Cor�trol, Complete in Place ��ti1 TWo�SAraD oollars & I�o Cents per L.�. $ I�, OCo, � ��� �p, ao �'O�,�C� S��T�BP� � . ��451� ��o J � q�3� �I�. �� i 8-14 CITYAPP��VED �R��U�i5 5tandard Spec No. �1 - 06 �9 �28 /� E1 - 31 E�00-2 X E1 -- 24 PVC C9a0 DR14 s�z� 3" through 24" 18" ihrnugh 27" 4" through 36" 'i8u through 48" 92" (Farce Main} Consult with "City of Fart Worth, Texas Standard Product List" to obtain fhe GenericlTrade Narr�e and the Manufacturer for the pipes listed abave. Check Prakective Goating Used for Manhole Spray Wa11— Rigid Polyurethane System � Raven A�05 — Two Part �poxy Resin 5ystem Faflure to �rovide the information required above may resulk fn rejaction of bid as r�on-responsive. Only prnducts or methods listed above will be allowed far use in fhis project. Ar�y s�bstitution shail result in rejectian of bid as no�-responsi�e. W'rthir� ien {�0) days atier r�otification by the City, the undersigned will execute the formal contract and wif! deliver an approved Sure�y Band and such ather bonds as required by the Contract Documents, for #he faithful perfarmance of the Contract. The at�ached bid security in the amour�t af 5°/a is to become the property ofi t�e City of Fort Warth, Texas, in the e��nt fihe cantract and bon� ar bonds are not executed ar�d d�li�ered within t�e time above set forth, as Ifquidated damages far deiay and additional work caused thereby. ihe �ndersigned bidde�r certities #hat he has been furnished at feast one set af #he Ger�erai Contract �acumer�ts and General Specifications for Water �]epartmer�t Projects dated January 1, 197�, and that he has read and tharoughly understands all th� requirem�r�ts and conditions of those Cer�eral Dacuments and these specific Contract �ocumer�ts and app�rtenant plans. I T'he und�rsigr�ed assur�s if��t its emp�oyees and applicants for employment and those of any labor arganix�iion, subcontractors or employm�nt agency in either ft�rnishing o�- referring �mployee applican#s to the �ndersigned are �ot discrirninat�d againsf as prohibited by the #erms of City Ordinance No. 7�78 as amended � � by City Ordinance No. C400. ��� B-15 fhe Bid�er agrees to begin construc#ion within ten 1 Q calendar �ays after issue of the wor�c order, and to complete the cor�traat within_ �8 HUN��� i�A� �10 j calendar days after �eginning consiruction as �et farth in #he written work ord�r to be furnished by ths Owner. (Compl�te A ar B halo►n�, as �pplicable.) [ j A. The principal place of business of our campany is in f�e 5tate of [] Nanresident bidders in the State of , our principal place of business ar� required ta be _ percent lower than resident �idders by state law. A capy ofi the statute is attached. [] Nonresident bidders in #he State of , aur principal place of business, are not required to underbid residenfi bidders. � �. The principal pface of business of our company ar otar parent comparty ar majori#y owner is in #he State of Texas. Rece9pt is acknowledgad of the following addenda: Addendum Nn. 1 Ad�endum No. � Addendum No. 3 Respectfully submitted, {SEAL) If Bidder is Carparation. SANi�A�Y ��WER P�ND 1 �" �ORC� MAlN T'0 SERVE S�ND�RA RANCH SECi�ONS A & B ��.s` �.a��s �.�ns�ru� '�� gF Texa�� I,i-�,, Lt.�' < s�: � ���— ��s v. w �c�� � TITL�: �Q,r I(Y1a u� e _ ADDRESS: _ U , �str,E�n_ �vP.. — — — — — - � n�iP.� ��� �f"t]fn-�' — — — B-16 s�e�i���v s�r��� r�,t� �rr� �z�� �o�c� ��►�n� -r� ����� ��w���� �r�c� ��e�i��� � � � �I� SUMMARY �i �� ���i10N A A�ternative A (Hobas Pipe} Alternative B{Contech A200Q PVC Pipe} Alterr�ative C {Ulira-Corr PVC Pipe} Total Base Bid iotal �id �1 (Alternative A + Base Bid) Total �id 2(Alternative B t Base B�d) Yatal �id 3 (Alternative C � �ase Bid) $ 4oz,S�$,°~ � zt��, ti�a. °—° $ Z�I�, �so. � � 3�7, �o�l.'�r� $ ��q�SqZ,c�� $ Coto3,1�6�. u�° --. -- $ 1��1 �J, �4 � �I. �°� I � SECT'IQR! � Altemative A (Hobas Pipe) �� Alternative � (Contech A20Q0 PVC Pipe) Alternative C (Ultra-Corr PV'C F'ipe) � Total Base Bid ' , Total �id 'f (Alfernaiirre A + Base Bid) � iot�l Bid 2(Aiternaiive B} Base Bid) , Tatal �id 3(AI#ernati►re C+ Base Bid} r !� � _� I� CI�AN� i0�'AL, �119 7� `]°i°� SqZ. G�° � ll�79�, a3R� �� — i Itao Bi� 9(Seation A) Total Bid 1(Sectivn B) ��AN9 '�OiAL �ID 2 � ��3 j��. �'= + 1, �taa, ZL�c, . � � ?otal Bid�2 (Seckian A} i'ota! BI 2(Section B) ��AA! D i0i,4�, �[D 3 � (s'�+� . � � �. �"� � I , `��$ `3 I 3. �� � 7atal BI 3{Section A} Tofal Bfd 3(5eclion B) $ Sll�� Is33. oa $ SZt9�45(0�. �— $ sv�� �t o� s° � �173� � or� . Y $ �,�9a o3q. �Y $ I,.sao z��. `� _ � 1,�7$�3�3. �°9 $ Z, SSq, �3 I , � �--„ � — � Z,1�3, �,5�. gs � Z,1ZZ,�Z$,;s B -'f7 PART � � fi�F1�L ���1DITI(�I�S TAR�,� ��r C��17'��TS R1���'�i�l�� ] . I �}$7 �����,� �� ��r��rLrr�r� �1-1 C`I-�.I ��-1.� �1-�.� �i-i.� �1-1.5 C1-1.� �1-1.7 C1-�.8 �l-�.� �1-;.10 �1-].11 �1-1.l2 �1�1.13 �1�1,�4 ��-�.1� �1-1.1b �1-f.17 �1-�1.18 �1-.�.1� [:1-1.�Q ��-1.2� ��-1.�� �1-1.�� C 1-I .�� �1-�.25 �1-1.�� �1-1.�7 C�-1.?� � i � 1.�9 ���-l.3(� ��-1.31 C�,i.3� �EF1I�i1�'IQA1� De�uutit�is o� �ern�s �an#.r�ct Da�:�ments No#ice t0 Bldder� Pr�posa� Bid€ler fi�s��ral �a��d�t�ot�s �p�cial ��r�ditions Sp�ci�icalions Bon�s Cotxfract P7�ns City ��t�+ ���c�l 11�ay�r �it�+ I1��n�ger �i�y �lttc�rs��}� Dir�cto�' of 1't�b�i� V�forks Dirc��ar, �it�� Waier Departtt�ent �ng inr� Co�Y�ractor Swr� li �� Tit� 1���k or �'raject 1��rkir�g D�y G���ndar Days �.e��l F��1id�ys �bbre�iations Cha�Yge O�c��K �'ave� �t��e�ts ar�d �,lley� Unpave�d S�reets ar ��ley� City �treet I�o�dvv�y �ravel �tx�et �]-1 �1� �1-1 �1) �1�1 �2�} �1-� ��� C] �I (�� �1-1 (�) �1-1 �2} ��-� �� �1-� ��� �1-� ��) �1-1 (3) �i�� (3) �1�1 (3} �]-� {3� �1-1 �3) �1-1 (3} �l�l {�} ��-� {�) C1-1 �3) �1-1 (3} �f�l �3} G1-] �4} ��-� �4� �1-1 {�� �l -1 �4} G i » 1 (�} C��1. {�) �I-] ��} �1-1 (5) �1-1 (C� � l -1 �b� C 1-1 �G� �3-� �G� ��-'? �I�I'�'��P�LL:'�'ATT��V Al�li} PF�F�'�R11'!`IO�i C3T� k'I�OPOSA�. ��-�.l �'ra}�osal rorn� �-�.2 lnterpret���on c�� ���rtlities �;2-�.3 Ex�ni���tc�rt of{;��ti�ract �ocui�ents ���s� Site csl"1��'o�ect i��-�.� Subrt�i�l�r�g��P��posal ��-2 �i} �2�2 {�} C��2 ��} �2-2 ��� (1} C'�-2.� R�jecti�ri� of Fropasa�s ��-�,6 I3id �ecurit}+ C`�-?.7 ���fii��firy nfl'rnrios�i �.�-�.� V�r�ulclr�win� ifro�a��sls �2�?.9 Tele�rapk�ic rvlodi�c�ttot�s af PsoposaCs �24�.IQ Public ��ei�ing c�f Pro�asaI �2-�,l 1 irre���la�r �'�o��sals ��-�. i � D�sq�aliF��ali�� otBidd��� �'3^3 �3-3.1 �3-3.� �3�3.3 �'3�-�.�4 ��-�.� C3-3.6 �3-3.7 �3��.8 �3-3.9 �-3-� .1 C� �3-�. I 1 C�-3. l � �3-�.I3 �3-3.14 �3-3. L � AWARL)1�N� E�,�UTI�I� �� 1](���.JIIr�L�l��'�: �o�s�clei�tiort �FP�o�osals I�finorily Bt�sin��� �rt���prisell�Vom�� B�sxr�ess ��#�rp� se � o�upl i €►r�c� Eq�al Ernplo}�mer�t �'r�visin��s �Vill��•�wal of 1'ro��sais Awar�� �f �on�r�ci i�eturn �P�'r�posai S�c�xntie� Bon�� Exe�t�tion of �on�ract F�il�Nrc to F,�tecu�� ��rxtraci $egi�in� V4lnrk Ins�rauicc C�€�ntr�a�;l�r'� �bai��ti�n� Vi�e�kly Payr�l�s ��n#�actor`s ��ntFact Adu�inistfat�ory u V�nue ��� SCOP� OF W�R� �;�-4. l �nter�t o#` �n�t���c� Docurne4�t� �4-4.2� �pec�al Pr�vi�ions �4m�.3 €�icr�ased or �ecre�sed ��antities C4�4.� Alt�ra�ior�o�'�or�irac��]ocu�t�e��s C�-4.� �,x�ra 1�o�r�C �4-4.& ����d�le of{]per�t�ot� ��-4.7 P���ress �ch�duI�s for W�t�� �nd Sew�r Pi�t f acilit�es C',�-� ���1'1'1t{�L ��' V4{C�I2K �1A1I� A+1AT`�RIALS �5-�. i Auth�r3ty� af Cn�in�er �5-�.� �o�f`t�r�-nity wit.}� Pl.�ns �5-�.� �anrd�na�ia�t of�aut�'act Docufl�eizts �5-�,� �crup��•�lie�n of �i�n�ractot' ��4�.� �rr�erger�cy anc�lor i�e�tifi�atian Wc�r�C �5-5.� iyic�d �Ftic� C�-5.7 �onstn��tion Staice� �'�-2 �3� C2�� �3� �'.?y2 {�� {..�-� ��� ��-� {�� �:2-� �4� C��� �4� C�w2 {4) �3-3 �1} C3�-3 (1) �3-3 (1) ��-3 �1) C3-3 (�) C3-3 (�j C3-� �2) C3-3 �3} ���3 (3) �3-� (�} ��-3 {4� �3-� �C� �3-3 �(G} �3-3 ��� �3�3 �7} ��4 {1� ��-4 � � � �4--4 { 1 } C��� (2} C4-� �2} �4�4 ��) �"4-4 ��) ��-� (1) C',5-� �l� �5-5 (1) ��-� (2� C��� (2� ��-� (3) C;5-5 ��3) (� } ��5-�.S ,�u�li�ri�y a�d Di���es of �il�+ �nspector ��-�.� In���c�i�n C'�YS,It� �tcinoval n�'��fiec#i�e atr�� iJ��ttthor���cl �V€��•�C {..,}�.}. i � �Lll}SlllkllC 1V��il.�Tlf[r5 l)'J� t�L�L�I�)111C:Eil ��-5.12 �ampl�s �r�d Tes�s ��`�ia#eri�ls C�-�.13 �t��age of I��te�ri��� C'�-5.14 Exisfi�g S��'uc��res �nd L�Iil��ies C�-�,1 � In#erruptio�t oF �e�'vxcc �5-�.lfr Mutua] Re�pot�sil�i�ity of �ontr�c#ors ��-�.17 �lean�LTp ��-5.18 Ffn�j jns�ectis�n �b� �6-6.1 �b-�.2 CG-6,3 �fi-C.4 CG-6.5 C6,�.6 Cb-6.7 �C�-�.8 �G-6.� ��-�.1 b ��.6.11 �6-�.1� �b�f�.13 �6�6.14 ����. I � �C-G.16 �6-G. � 7 ��-C.1 � ��-b. 3 � �'b-6.�� �;6Y6.2� � �-� �7-7.1 C7-7.2 �7-7.3 �7�7.4 {;7�7.5 �7-7. � �'7-7.7 �7-7.8 �s-s ��� CS-5 (��j ��-� f�l �. a-� �+� J �5-5 {S} CS�� ��� �S-� (�} CSyS �fr} ��-� ��� �5-� �7} CS-5 �8) L��r1�lL�L1�1��3�iS A�11� �L��I�..Y� RC��'�I�lSTB��,.3'C�,' Laws to be �bserve�l ���� �1� �e�mi#� anc� Licens�s ���� ��� ���ent�d Devic�sr I��teri�s, an�i Pro��s�s ��-� �1) S�nit<u'y ���v�si�ns ��-6 {�} Pu�li� Sa#ety and �on�e�ieitice ��-6 (�� Priv�leges #� �n�ttr�ctor i�t �l��ets,l��leys, ��-�i �3� and l�ig��-of-W�� R�ilwa� �r�ssings �G-G {3} Harrtca�es, 1�V$rn.i,s�s and �"la�er� �b-6 (3� �Jse of �xplasives,l3rop �eigbi, �tc. �6-� (4) �ar�C Wi�r� ��serr�er�ts �6-b {�� I�cleper�der►# �or�tra�t�r �G-6 {6� ��n�r�ctnr}s l�es�onsibilFty �`�� �?�age Claims �;�-6 �fi� �onlractor°s �l�irn f�r D�rn�ges �Cr-6 {�� �4dju�#�nent �r Reloc�son of Pu�ljc Utiiities, Etc. �6-C (�� Te�n��rary Se�ver �d l�rain �a�ecixons �6�G �8� Arra�geme�� asid ���arges for �at�r �'urttiisl�cd b}� tbe �it}+ C;6-fi ��� iJs� oF ��cctio� or P�rtior� �F t�� War�C �{�-6 {9� �o�t��cto�'s l��sponsihilit� ft�r t�c �ofk �G-6 {9� S�lo V1{�iver of L�g�l l�ig�ts �'6-C� �9� Per�nal Li�bi���}� ofPubli� ��ci�ls ��-{� (]�� �tate Sa]es T��€ �6-b (1 Q� ��.����:i.����� e�� ����'r�-�.�,�j' Subiett�ng Ass�g�me�t �F Gc�ntra�t l�r�s�c:�ti�r� �f'T'li�; Wor� Lsmiia�ion of �per�tioi�s ��i�•�tc[er �i" VMf �ric�n�n �n� Eq u�p�e�t W�rk Scl�ed�x��: Tisrie o��on��iea�cei��e�t a�Yd �o��npletion Ex�t�vsi�u n�'�irr�� ��rnpl�lio�n ��-� �i� G'7-7 �1) �7»7 (I� �7-7 (2} �7-7' �2} ��-� �3� ��-7 (3� C7-7 �3� ��� �7�7.� �]�Iays �7-7.1� '1'ia�e a�C�oinpletiori �'7-7.1 I ��a��e��ion l�v Co��i�t f}r.cler �.��1.1�. j��il�}U!'i3fj�'�kJS�.yI'.l��iull �7#7.�� `�`ert�nin�tion �t'�o�ir�ct due to �1a#ional Lme�gcr�c�+ �7-7,1� �u��ensiun o�' �ih�,ntlonmer�t of th� �Vork artd �n�tt�l��er�t af lhe �c�niract: C7-�.�� F�ilfiliment �f �or�tra�t �7-'�. � C> �er�niiaatior� for �C�or���nie�ce �#' �he �wr�er �7'-7. C 7 � a,��xy Met�ioc�s �d Yrac�i�es �8-S �8�8. � �5;8.� �8�8.3 ��-�,� ��-�.5 �8��.fi �8-8.7 G8-�.8 �8-�.9 ��-8.1 � �S-�.1 I ��-8.� � �8-8, i3 ��4�i1R�1�F1��r A�7] PAY�ME�1T I�fe€�skuer��n� Of �it�niil�ies �1�� Pric�� iump ��ny �cope af i'�yment �a�'ii�l Fsli���es �d Retau7ag� Withholdin� Pay�rt-�ent I�ina� �ccep#aace Fin�l ����n��tt 1�id�qua�� cxC I3es�g�� �ene��� C�ua��t�y �ubs�cii�ry �ai•k Iv��s�ei I��c��s Placen�enl oF�i�terial l�ecar� Docu�en#s C7-7 �(4} C7-7 (4� C7-7 {5� �.r�} �a} C:7-7 (6} G7-7 �G� �7-7 ��} �7-7 �E� �7-7 �1 � � ���� ( ! � �$-8 (l) CK-8 (�� �8-8 (1) �8�8 (�� ��-8 ��� C8-8 (3� GB�� �3� �8-� {4} C8-8 (�) C8,8 {4j �S-� �4� �8-8 (4) (�� Pr1RT � - C;F��1R1�L ���1DIT'I�I�IS c� r � � ��,�r��-ri�r�� ��,�'1"1 �N � � -1 �EFIlr1I'�I�I�� � 1-1.1 D�� f TIOI�� OF TE Rl1F'f �: V�1�en�vcw' �n tites� ��ntrac# Do��ments �lye �allaw�rg tei�t� ar pronauns in pla���c�f #��r� are �sed, th� inte�it and �r�e�nir�g s���l �e �:ncl��s#oad au� u�terprete�l �s f'ol�ows: ��-�.� ��I�`F�AGT D()�L�M�i�17'�; T�e �ontr�c[ Docunients �re i�� all ofth� w�itte�t �ud dt'a�ut� tlo��n,e1�is, such �s spec��icati�ns, bonda, add�n��, plasYs, ��c., w�ich govern t}�e ��rms and ��rforrnanc� of �e con�rac�. '1"he�e ar� con[�in�d on t�e �en��al C����ra�# Docurn�y��s ar�� t#�� Spe�ia.2 �o�t��c� 13aa�men#s. a. �EI�T�Rr1L ��I�IT�.+��T D��UA�F�1'�: �e �'ier�eral �ontr�ct Ba�urr����s gvvern �11 VJ�t�r D�pa�tme�� Pi�,�ec�� �r�d ir��lude i�i� �ollowing items I���R'�' A - �I�'�'I�� �O �3���RrS Ptli�T II - ��t0i'���►L PAR�` C' � �ET�IRAL ��ll��i'fI(lAi� �ART � - �Y��IAL ��AIDI7"��I�� I'�1RT �; - �P��II�I�A�TIO?�1� �E RM C7'Sl14A�E���ITS p,4�"I" I� - B�A1D� �AR'� � - ���TRA�T �Sampl�� (�air�gle� (�l�'Y} �Develo�er) �Sau�plo� {�am�le} V�hste Wl�ite ���.ry �i'e�law Iirowr� C�reen � ] }V�t�ite ���-�old�� �ad C�A-Wiu#� B��e 1�lute White b. SP���AL ���TI��7' ����L�i1�I�`15: Tli� ��e�ia� �ontract l�oc:wx��nts arc prepar�d for cr�c� s�ae��.�c pr�jc�t �s a��p�le�e�t �� t�� �'�e�tera� �ou�ract Docz�m��is a�d ir��iud� �l�e #�oll�wing i#e�tys: PART A- N��'T�E TQ �3����RS �Adv�rtisemeat� sam� �s �1��v� ���r s - ��o�os�� ��;�� FA�T � - C��?N1�,�AL ��1�1DIT'IQT�1� �J�R'T D � �1'E��, ��A1Dl'I"��I�� �'ART � 4 �P�.�fFI�ATI�I�� P� RM l'�' � IE A� El�i ��I `�'S ���r r - a�rrr�� P�sItT C'r - �OI�TItA�:�' �'AR� II - P[�AI�I� (LTsuall�r bound se�arately� �1-� {1� �1-�.3 I�1�7'iC�. TC� S1DD�RS: All a1'the �egaJ �u�licat�orrs e�ll�e�' a�tu�l�� pu�l���ed tn p1k�]�1C', €tt:lv�i�t7�l1�f� fi1C�T111?1S f+r �Iifn15�7P�1 t�iT�`r� �ir in#�rr.steri ��,rti�s �r�rt�itii��� ta �Jre 4V(ia'k C�cYIllt:lll��cl€{:�] llll[li.,h'i' i1kV 1..11�11�'�c:l Ll�}V4i111�1���3 c,:�1Fi5LIlLiI�S ill� 1101�C:L: fU C1fCl{f��5. �I_-1.4 PR�PC}�r�L: '�`�r� co�v�le��d v�7ittcn ��7d sigr�ed of�c� c�r te�d�r �1`a i�idd�r t� �er�or� th� v�r�r�c wl�icl� #�te �wiz�r dcsires to hav� do�ne, ��ge�h��` w�ilx t,�e �x� ���u�ii�+► �onsli�itcs th� I'r�pc��l, rvhiclx be�ames bi�dio� up�i3 ih� 13id�e� wh�r� �l ;s �f��i��l� rec��ved �y t�ye �wr{�r, has bectt gublic�y �pened a�d read �tyd nnt r��ecied by th� �w�,er. �_1��.� �3iDT�E�: At�y p�rs�n, ���s, firm, �rar�ners�ip, c��ri�ar�y, assc�cja#ion, c�rpora#iai�, �clii�g direc�t�y �r xl�ou�h a d�ly �ui�tori�d re��rese�latsv�, submiili�g � prnposal �or �er�'t��ming i�e �vo�k coi�ter�p��c�d u�der �k�� �orttr'�ct I]ocu�rner�ts, c��s�'tlutc� a �idd�r. �l-1.� CiF,��AI1 ��}ND�TI�I�I�: 7`hc Cx�ncr�tl C��ndiiior� are lhc u�u�l �ons�ructior� asid con�ract rr�quire.mea#s wIuch gov�rn th� �erf��r��a�,c� of` [��e wo��c s� lh�E i� wi�l €�e carriecl an in accorc��nce �ith t�e �ustomary praccdure, i�e loc�1 statules, at�d ��ureme�t� af �hc �i�y of �'�rt �ort�'s ��i�ri��' and pr�mt��g�l�€€ �rciin�i�ees. W��e€�ever there roa}� l�e � cnrr�ic[ b��v�een kl�e C're�eraJ ��ridi�i�:ys and tl�e �pec�a� �on�itians, tiie l�tter ski€il� talce preced��cc. . ��-�.7 �P�'�IA�, �{]N�]iT��I�iS: �pec�al concEi�ians �re t�� speciFz� €equ���rner�ts w�lich arc i3eccssar}+ for Ih� p�riicu��• px��cci ���er�t� b}► th� �onir�ct Doc�amen#� aiu# iia� spec�fc�tly c�vered in t�e Cxeneral �onc�itions. ���n �oz�sider�c! v�rii� i�fne C'��neFa] �or�di�ions and oth�r c��m��is c�i' tl�e �oniract Docurner�ts lh�p p��vi�e i#�e irt����'m�iior� w�tich �he �onir�ct�r �ut� (��vr�er s�rouid I�ve in nr�er to gai� a tho�ough �rno�vledgc of t��� pr�jec#. �1-1.8 ��L�I��CA`�IOI�I�: `�� �pe�ifi�.a�i�r�s is �l��t sec�ian �r pau�t of 1he �on���tct f]���r��nxs w��ich s�t forkh i� datai� tl�e rc�uire�r�e���s wl�sch rnk�t be m�� �y �1� m�t�erials, c�t�s#z�u�tior�, workr���ship, cquipme�t and �crvyces in or�er to ren�er ��ompte��d �n us�fi�l proj�cl. Wtter�e�er re£�t'e�ce is r�tade �o sta�daud s�eci�f ca�ions, regul��'tc�r�s, reqtii��i�e�its, statut�s, etc., suc�, re,��rred tc� do�ument� s�alf bec��c a psrt of tls� �'c�ra#ract Il�c�me�tts � ust �s thou�l� �he� wer� embt�di��i ��X���ein, �1-1.� B(}1�1D�: Tl�e bottd �x i�vr�ds �►re the writi�e�t guaran#ee or securi�}+ �r��ish�c� by lhe �on�rActor f�r �ro€rr�� �r�d ��itl�1'�Nl �,erForrn�r�ce of th� contract ar�d incl��d� t�� fc�Ilc�wir��; a. Per!`�r�t��ii�e B{md (s�e p��'agraph �3-3.7j b. ��y�rrxent �3t��td �s�e p�r�gra�� �3-3.7� c. lVlaux��na�xc� �3otkd �s�e p�r�g����t �3-3.7) d, Prop�sa! or II�d Sect�rity {��e �peoi�,l ��sir�cti�iys to Bidders, ParE A�s,d �2��.6} �t-1 (�� �1-1.1� ��I�!"1'�t�CT: TI�� �o��tract is a��rtrxal sig�ed agre�:m�nt b��w��n tl�e vwne�r �T1cI ti3� C'�}T11x'tl�`tn1' cC}verillf! fi�ke ntUhi�� tinr��j^��{��ti�in� �f Ih� �v�1[+ cor�t7'�c:�ir�� �r�1'ii�5 rthc��t LI�[: f)i'Ll��:l;l LLI 13C l:U111�71C:1�C� UIl[1�� �.IIC �.{}[kLf'stl=C 1.10C�]li7Cl1�S. �1-1.11 PL11I�I�: "!'�e pl� are the t�rawin�s or repta�u�tiox�s tlie�'efirorn vnade by �%e (�w�er's represe�ti�t�ve s�tc�win� in de��il the l�c�ttiot�, d�m�nsion ��d posit�on crf t�i� uariou� cl�oie�tts uf ti�e pro�ect, incX�d�j�g suc�y prafiles1 E}'�ic�l cr'�ss-sec�or��, ]ayo�it di€r�rarns, �o�king dr�wir�gs, �ar�3i�inary drawin� and s�ic�x sa�pX�rnental dr�wi�ngs as the �wner m€�y i�su� to ciar�fy o�l�ex d�'awiflg� or �'or �he purpo�e oFs���wi�g changes � the wc�rk ��r�inafter authari� hy ti�� �wner. '�`�te plans ai�e us+�a�l�r bouEr�d s�patat�l� fr�r� tlie nt��r parts of the �ontxact �ocuments, but clze� ���e park ni' tl�e �ontr�ct Docurs��r�#� jtryst ss #l�ougY� they w�re 6ountl ihet`etn. � 1-� .12 �I`F�', 1'�e �it}� of �ort Wor�lx, "�'exa�, t� rr��nic���l cor��r�li��, autt�on�ed axr� �I�arrte�t.d iander tl�e Tex�►s State Statutes, a�ti�g b� a�Y€� l�rt���h it� g�r�ert�fn� bad� �r �ts Cit}� �4�1ana�er, e�ch o� wluc� as re��ired by c�arter to perForm ��ecifi� du#i�s. �R�spor�sibi I�t}� for �inal e�f`�rc;ern�t�t o� #h� �or�tYa�tx involving ihe �xty of Fori �ort�x ts b}+ �l�art�� vest�d in �e �i�y �viansger. Tl�e l�ri�s �}ty and �w�t�r are s}�Axon�+t�,oL�s. C1-1.1_3 �I�'Y ��i�NC1L: Tl�e duly e�ected �nd t�u���fic� �overning h�dy o#'tlte �it�+ o� �'ort Worl3�, T'exas. �1-1.14 i�lAl���: 'I'he af£'icially el�c#ed Mayor, o� in l�is a�ss�nce, i�te N�a�+oi• P�o x�m �f Ehe �ity af�'or� �oi�x, "I"��€as. �1-1.�5 CIT�` I4f�L�i�1CCF�: `1'he officia�l}� z�ppoii���d a�td a��o�ia�d �il}� �Iaa�ger oF tt�e �i iy o� rort �NarEl�, 'X"exa�, or his dul�+ aulhori�ed repi�ser�ta#iv�. �l-�.16 GITY �►�'"1'ORIV�Y: �I�x� o�ici�l�y appoi�t#ed City �►itor�Ye}� �Ftlye �i[�of1�o�-t 1�c�rtl�, Tex�s, �r his du�y ati�hori�cd repr�se�t�xti�e. �2�Z,17 DI1��T�R �F �'�l13l1�� ��'�I�l��: 'i'�� aff��ia33y ��}�in#�d ofli�ial of th� �ity of For4 V1�or��7, Te�as, r�Fen�ed to is� cl�e cliat��; as �e �i�y Er�gi�eer, or l�is �i�i}� a���l�oriz�d represen�atsve. �1-1.� 8 �]I12�['7'��� �ITY 1�V�"�ER_].7�PAR'f��T: '��r� o�i"ici��!}� appcxir�ted D'u•eclor nf �h� C'iky ���� B��arlmeni of tl�� �it� oF Fort Vl�ort�, �'exas. �r k�is diii� aui�htrri�.ec� repre�sent�kive, �ssist�tt, ar �ges�ts. � 1-1. � 9��1�T�1�F:�'R: '1 �� I�ir�c#or o� P uh� i� ��r�es, �e Dire�t�r of the F�rl �orlh �tty V�latar De�arint�ent, ar i��ir duly autliari�ed �ssi�tants, age�#s, engine�rs, ir�spectot,, or �u�erint�rlde��, 2�c�iitg wil�irn th� sco��� of #��e p�rticu�a� ���l�S �nti��sted l� iheirl. �1��.�� ��[D�T'}t��'�`�R; 'l'}�e ��rsc�n, p�rsc�n's, partue�si�ip, coin��any, fitm, �ssociatia�, or cc�rpoxatioa, en�e�`i��g i�7to a c��t���t�:t witlti t�te ��m�r for �hc execution of woric, �tcti�g C1-1 �3� �irc�tl� �r ihrou�li a�uly t��EhorF�ed r�pres�er���tiv�. ,A. sub��antr�ctor �� � pe�o�, finn, �t3r��r<��ic�t,. �k�n��lvin� I�rFrnr rynri m2�t��i�ls s�r �nlv I�hnr_ fni' tk�e wcrrk �t the site ��`th� ���������:�. � C'i�1.�3 �UI�E?'l"���' Th� C�rpara�e bodies v�r}�ci� are bo�t�d by s�acl� b�nds rrs are rec�����r� v�ith �r�d �'t�r ��e �oniEac�or. '1'ha su.�eties �ngage� arc to b� 1�11� responsrble fo� t�e �r��i�ee and s�tisf�tc�o��+ fu���lInier�t of �lie �ontr�t�i ��i tt�r ai�y and alI rec���i�nients �s s�t forth �n [Ir� �on���c� Y]o���ne�ts aad ���roved char�ges t�erei�. ��-1.��_ `�'H� V��T�� �� �I�O.E��T; Tlie cfoFn��et� vv�ek coniernpla�ed in aa�� c�v��eti b�r th� C�o��r�c:# Docurn��ta, in���din� but aot li�ted lo t�tie Fur�isl�ir�g of aii tabor, materials, to�ls, ecr�i���nt, ��d �n�i�enta�s r��c�ssary to produce � compl�l�ed and servic-ea�le pro�ect. �l�i.�� 'W�RKi�1C� i�A�: A work�ng d�t� 'ss defi�ed as a c�ler�dar da�r, no� inci�di��g S�tlwrc��}�s, �u��c�ay�, and lega� h�lidays, ir� �v��ich w�a��ier or o��rt car�di[�ao� nt�t �ande�� the �oz�troi c��' th� �o�trac�or �er�it th� �erform�nce o#` klie prin�ipai unit of �ork for � peria� of �x�t le�s tl��n �evet� (7)1�ours b�tv�re�� �:(}�1 a.m. �nd �:�}0 g.m., w���x ex��pticxr�� as per�ni�t�e� ir� paragr��h �7-7.� ��-1.�4 �A���II�AR DAi�S: A ca�en�aY da�r is �ny day� of'the wee� ar m�t�t��, �to �ys �eir�g e�c�pte�. - - �1-1.��: L�'rC�AL iIC1LfI�1�Y'�: �.��1 F�oj�ci�ys �Jtall b�e oi�seev�d as �rescr�bcd by tlxe �it}� �ouu�i� of'th� ����+ o�`�art �ort�y �or o�ss�rv�n�e b� C'ity ��x�pk�yees �� foi laws: X . 3��w Y�fu•'s €�ay �. P4ri.�,. �in�, dr. Bjrt�da� �. 11r1ei��ori al I]�y� 4, �r�c�ep�nd��tce I3a� �. Lab�r �lay G. ihar�ksgivin� �]ay 7. Tl�ai�csg�ving k'rida}+ S. C'�ir.�skr�ras Da}� �}. �uch o�her �a�s in lie� oF hotida�s �,s� t�e �it� �'��ncAl n�a}� det�nr�irtc ���� � Th�r� II,?o��a� in January ��st iV���da�+ #a N1�}� JuJ�r � I'irsl Monc3�y �r� Sep�e�tber �'�urt�� '1"hwrsday �t� �loverriber �orth Fti�ay tn I�o�+e�n�er �ec�rn��� 2� Vl�lYesr one o#' �I�� a��v� na�ned �o�ida�s or a�peci�l �olid�y is de�Js�ed hy �he ���y �o�n�il, falts on ��at�t�day, thc h�liday shali be observed o� tl�e pr�cedtr�� �ari�ay, or i�`ii f�il� nn �ur��a}+, �� sh�ll be observed t�n tJxe �'�I�ow�ng IV�onda�r, �y Lhase enyployecs war�Ci�g on warkit�� d�� �peratiaus. �.mp�oy�es �vs�rkit�g calend�s' ��� oper�tt�n� wi;l �ottside�` the �ale�rdar �s t#�� #�t��id�y. �l-�.�� A�BRE�IATI01�1�: W��n�v�i' the abbrevi�tiot�s �e��i�ed l�erein ap��:�r in the �on�,r�ct D�cuir��nts, the in�e�t a�d meanirrg ���il be as f'ollow�: ��-t ��) A �.� IiTO � ASC� - IAW � A�T[� - AWWA x�SA � A spl�. Av�. F31vd. �I cr. (�,C Li�x. ib. ]v�H !1�#�c. �.rx�eric��r1 �ss�ci�iinn nf �ta�c Fi��krw�zy 1 r�,}�c�rE�t�c�n �� kic��ls At��xfcan �nci�i�+ of Civit �r�gine�rs �n �1�ca�•da�tce V1�ith �er�tan �aci�i� �f "�es�ing I�ia#cria�s r�nerj�a�t �at�r Works �lssoci�tion �4�n.ericsr� �#�r►d�rds 1�issocialic�n H�r�rau�'tc �r��#itute Aspl�alt �►�enu� I�oulev�'d �a�t ��o� Ce,�ter L�n� �����►�k�:�a ��n I��neax o�` Li�ea� Foun� I1d�n�to�e �4�laxut��im 1V�C.iD - CFS � M�r�. i�o�ta. % R �.11. �.I). �Icv. T � I�. Ft, t�;t. �� Yd. SY L.�`, 13.I. f1�f�liinn �a�lor�s ��.a' ��y �rabic Fo�[ per Se�ond �1i�.i.�u�n M�nolithic Percencurn Racl�us l�side ��arst�etcr �u�sid� Dia�eter E��vatia� �'al�re�he�t �eutigra�e Lnch T�ot St�r�ei cu�x� �r��a �ard ��uar� y��xl L�ne�r Fo�t l�uc:��l� �ron �1��..�7 ��A�1�� �RDEI�: A "�ha�ige �rd�r" is � wr�tier► su�p�em�r�ta� �`e�m�nt between t�le �wner anc3 th� �on�rac��r ���erit�g some a�d�;d or deduc�ed i��rr� c�r fea�.ure wl�ich inay be fo�ad n�ces�ry arid which vt+�� r��i sp�ci�ical�y incl�deti i� cl�e scv�e n#" th� p��oject an v�rl��ch bids were subrn��lec�. Ir��reas� �r� e���i� q�ar�titie� stated in th� �roposa] �re not th� su�j�ct ma�ter �t' a��t�ge �r�er �al�ss l�te �t�crcase or d�cre�se is m�re t}��n ��°lo o#�tl�e arr�our�t o�` tl�� particu��r it�m or i[ems in t�r� arz�inal �rop�sal_ A�! "��an�e �rd��s°' sh��I b� prepa��d �y Slze �ity frot� iufarn�a�ior� �� «���s��ry ,f�ztxis�ed by tF�e �on�'a�to�'. �2-�.�� �'A1��',� �'�'RT:�TS A�l�i? ��.,�.���: 1'� pav�d sf�eet ox alle� shall ia�e defi�t�xi as a sixeet or ���ey havi�i� on� of lh� foll�wing t}�e-s �f �e�ing �uifiaces a�plied ove�r the nakur��l wr+impr�ved surtace: 1. Any iype �#` asplYaltEc ca�cr�te wiih nx witho�t sepa��at� bas� ir��,#eri�l. �. A�y lype �f as�iya�t surface ire�[��n�t�t, �xot i�icludit�g �n �i�ed sur�ace, with or v�a�ho�t se�rate b�se �axeri�l. 3. Bri�1c, wi#]i or wikl���t sep��,'��e �asc in�terial. �, �'oncr�te, wi�h or wit�x�r�t s�pa.��ate base uiateria�. �, �1txy con��i�taii��� �f�h� above. ��-� ��� ��-�.1{} P�LI�_�P�I�dII�IGr �f� P�tf�p��ALi I�ropvsals wi�i�h �ave been properly fiEr� �r��i f�r xvhic�� nt� "i�c�n-cnr��tri�r��ir3r� R�n���,st" �r�� h��n rccciv�c� wiil he r�t�biic�v u�ac�ae� :u��� r�zic� a�ouu uy �iac l,j�y �v1�ui��ee {�r Lis aLM�I��}ric��i rcpre�enia�t��, ��t rl�e tjuse and ptace �n�icated ii� �e "No�ic� t� Bidd��s." �i�i pt�pas��s v�r�ic�i have bee� o�er�ed and r'e�d �vilI r��nai� o€x Fil� wi�}► ti�� �wt��r �t�iil tlie cot�lr�t ]tias beer� awai'dec�. Hidtl�ts �r th�ir ��x���z�d iep�eseif#ativcs arc invited tv �� presenl #ox i�� ope�in� of �i�s. ��-2. � I IRRE�'iU��AR PR�P�SALS: �ropos�ls s�rail 1� co�si�ered �"i�-reg�la�" if they sft�w a�y a��issi�n�, �l��rat��n� oF �orrtt, additi�n�, or coiiditions sr�t calied for, u�authori��� a�1�rn�te bi��, crr i�r��ularilies �f �ui}� ft�.ac�. Ho�vever, t�te �wr�er �es�rves ##te rig�i �o wsive sn}� all i�rregul�riiies and tr� �txake tlte �v�r�,rtl �� lk�� cot�tsac;� to ihe bes� ir�ter�sl nf Lhe �iky. 'fenderir�g a proposal �ftcr tlxe cl�ssr�g hour i� �n irx�g�l�rit}� whzc:h c$n r�ot b� w�ived. ��-�.1� D1S{����[Y�ic�Tr��1 �F Dll�r���s: �idde�s muy �e disq�,.a�ifed a��d �l��ir �rop��ais uoi co�ider�d for any o�', but �ot liinited t�, t�xe �`��Io�vir�g z�a��iis: �� Reas��tis f�r be�i�ving th� callu�ion exists an�on� bidd�rs. b� Rcas�n�b�e g�es�us�ds ['�r 1�eli�viY��; Ih�� �n}� bi�cier is �ut�res�e� in m�re th�a one �ropasa! fnr work con#eir�pisted. �) T'�ie bic�dei� being i�kerested in so}+ lsli�ation againsi Lh� �wsi�x �r wher� th� �wner n�ay hav� a��2�ini mgainst ax �e engagcci in litigation �gainst tF�e bi�dar. d) T�re �idder b�}n� i� arrears o� a��+ ex����ng cont�ac� �r �av�tyg de�`��It�d on � pr�v���s c�r��r��t. �) 1'he bi�dcr h�vi�� p���'ormcr� a�riar �onu�c:t in �t unsati�tac�s�r� r�ar�rer. l� L�c�C of �v�z�x�#ar�cy a� r�vcal�d by ��ssr�ral s�at���.r�t, �xp�ri�n�e sta��rnenl, ec�uipn�ei�l sched�l�, au��1 sucl� �ny�iries as th� �urn�r rriay s� fit to inak�, � �Ir�corn�leted �vork which, in lh� ju�gmen� �f t�e Uw�er, wi�l p�wv�r�t or l��p�er �fte pro€��t corr�p�etion ��add�iio�al war�C it' awa�rde�. h� T'he hi��er r��t �iiir�� with lh� ��+vrter, �n� we�l� in s�clvan�e of �e ha�ar of t�e np��tin� of. pr�posal� t�ie �allnwing: 1, �'��nektxci�l �t�t�rr�extt shov►�r�� t}3e financsai conditinn of #hc bidder as spe��fi�cl in �ari ",�" - S�eci�I i�}slr�ctior� �. A current e�€pericnce �ecord ���owing esp���a��� �h� p��}ec�s af a naxur� si�nil�r to ihe one u�der c�nstde�ti��, w��ich ��2�ve beert su�.cessi��l Ey cam�le��d by t�e EFd�cr. 3. A,r� ec���i�menl s��edul� sl�nwir�� the �L�ipmet�t tl�e bid�er has �vail�b�e �'or us� on th� project. Ti�e Bid 1'rc���a3 c�f fihe bi�cl�r w�o, fr� l�e ��dgment oF ii�e En�i���r, �� c�isq�xalifiec3 li1t��C i�1� 1'C(�121t'�C!"1�3"l�5 ��Al�{� �l�C�l�l, s��ll be sel �sid� �i�d nnt oper�ec�. ��-� ��� ��1R"1' � - C�I�1�1�A�L ��I�I�I'�'I�i'wIS C'�-� AWART.� �1�1� ��C�C`T��T(�1�! {7F 11i�t= U i�+li:3� k � �L��TI�� Ci�-� ���1RD AND ��L�GUTIOI�1 OF D(]�iJN1E�1'�`S, C�-3. r��I�i�IDE�2ATJ�� �]F �R�1'��AL�: Ai��r pr��c�sals �i�v� i�een �peue�l and �read alau�, t�e pro��sa�s �i�l be taf�l}latccl ot� #he b�sxs o�' �he quotcd prices, k}�e quar�liiies �l3own in �e propas�l, att� th� �p��ic�tian �f sucl� For�t�ulas �r a�l��r r��eih��s of �r�atging items to a co�nm�r� 6�sis �s may bc esta�lishe� in the �nntract Docurne�tts. T]�e tot�l c�t�la�nec� b}� �+ki�sg ti�� s�rn c�� the produ�ts of th� �niE prices ��atec� ar�d [�re esti���ed quanliti�s �lus �n�+ lt�tnp �t�m i#�ms and su�� athe�` �uole� arr:ounts a� i�ay e�ter into t�xe �ost of t�te camp�e#ed prvjcct wil� be cor�sid�rec� a� �e amo�tnt o#' lh� bit3. �nti� �ie v��ard of the ca�tr��t �s rnad� by the �w�c:r, the rig�t wi�l �� r�served to rejec# �� or aIi �rapt�s�l� �d waive teclu�icalil�e�, #o �c�dv��tise Fc�r new propos��s, or t� groceed with kk�e �or�C irt a�y mannet � rna� be c�ast�lez'ed for tlYe best ir��erest �f th� ��x�er. �3-3.� I�FO�IT� B�J�II��� �NTEX�PRi�L��V�i�h1�[3WNL�D B[.�51N��� �I�!`I�RPF�iSE ��N��L�f��: �on�r��l�r agree� t� pr��i�e �o �wr��r, u�ot� �`eq�est, cc�m�l�Ce �n�l ac��rate iuf�rm�#ion r�g�ur�iu� �c:tuai v�ror�C p�rforin�d by a�inori�y Bus�ness �r�t�r�r'sse �MBE� au�r�l�� a 1�Varna��owned �usi.ac.�s �e�`�r�se (�2i�I3�� an the �ontr�ct a�Yd �� payrnen� lh�refar. �ontrac�o�' #`�.riher agrces, upon request �y tl�e �v�m�r, to al�ow a�d ��dic �r��lor an ex�min����r� of any ��oks, r��o�da, �r �iies in th� po�sessi�n �f t�re �t�n�r�t�r lhat will s�bs��tiatc tl�� actttal wor�C per�'�rmcd �}► ar� �VIW� or i�,��. AiY� r�r��erial nti�repr��ent�iios� o{' any nature vvi�l �� gro�n�s for ier€t�ir��t�o�t of tF� �.on[rac� snd For ir�iti�iing �zxy sctian wi�er appro��ti��c €edcra�, st2�te �r �oc� �aw� and �r��n�ces rc��ti�g #c� f��se stat�nien�; furi�ier, arty auch m�srepr�senta#ion rnay bc gro�ands far disqu�li�ca�ion of �ontr�ctor �t (�wtYer's discreti�n for bi��ing or� [ulu�'e �;�ntr�ct� �vit�r �h� Ow�yer for a �ivd �f ti��e �f not I�ss ���i� �i�t �� �non#bs. �3-�.� �:��1AL �NfPL�Y�i�i�I�T PF��VI�IDI��: `C'he �ontractor sha�l c�mpiy with ���-r�nt Gity �rd��x���e� pr�i�ii�i#i�g dis�r�rrtir�atit,� i�t employrn�t pr$ctices. T�e �o�xi�'a�tor s�yall �ns� Ilye r�quir�� n.�xtice tc� l�t�t effeci c�n i�te pt'o�ec� site, �.tYd �[ lYi� re��est, wi�l be provid�d assistance b� �1�� �ity o� Fo�l Vl�o�'kh'� �q�af Empioyrnent �fEic�� wlxo will rcfer any qualtfed applicant �ie i7�y h��+e nst Gle in his o�ice to t1i� �ontract�r. �ppro�r�ate n�tic:es rn�}� be acc��ir�� �iom th� �qxryai �wp�oym���t �f���r. �;�µ3.� 1�4f�THI7I��AL �F Plt{]�'��Af..�: �l��r a propo�l ��s i�n ��ad by �he �t�vne�•, i! c�snsxot be witk�c�r�ufn by tlie Bidder wilhi�x �'ort}►-fiva (��� days ��ier tl�e �aEe on wl�i�h ��� �ro��sals w�re ��cr�e�. �3-3 {1) C' ��3.5 A�ARD ��' �01��'�A��', The E}wner r�seives t�t� ri�l�t t� �itf�h�ld fina� �ct�nr� �n I��� nrr��n��l� #'or a re���n��le t1m�, �r�t tn e�cefxi iFo�v-f ve f4�1 d�v� �rfi�r Y17e ul:��c ui u�;�����s� ��r�����al�, a���l j��� ���� av�:i�t wiwl �n aw��ck tr� n��cl�: t��u� �1��:r isx�►esiig�t��ns h,�v� be�n �ade � i� f��e �esppnsibE��ty �f t�ie prop�se� awardee. '1"1�� �w�rd of [he �a�t���d, yt aw�Ed is rnade, w�il �e t� th� l�west anti i�e�[ �esuon�ive bidder. — — — — - TI�e aw�rd ��' l'he �vr�i��ct si�ai� not 1�econ�e e�`ec�i�+� u€�tii the �wn�� has n�tifi�d #h� C'c�ntr��tor in w�i�in� of`s��� �w�. �3-�.� RE�'URN OF Pl�qPC3��4f, �E��I`�f��: As s�� �s propc�s�d pri�e #otals lxave �cen del�rjni��i �or comparisar� �1" bids, �l�e �wner ma�, �t f#s �isca�etion, re#��r� �he propasal ���u�ity' whi�� ��co��p�tricd t�e pxo�os��� whic�t, in it� �u���a�t, wot�d n�t �c c�nsid�€� �or dye awarc�. A�l c��er �ra�osal s�c�rities, usu�ily� �hc�se o�' t�Y� �i�ee lawes# bic�ders, v�rill be re#ained by d3� {)w�et u�Eil c�e req��red conlr��� h�� ���e�t ��t�ct��ed ai�d b��� fnrriis�.�ci a� t,�te �wn�r h�s ot3��i`+u�ise dispos�d o�' �he bi��, �ftcr �vhicl� �li�}� vvi�l be rei�raed by Llt� Cit}� �ec:re#�ry. ��-3.7 I��I��}�: �itli �he �x��til�or� ar�cl s�elivery o� tY�e �ontract l��c��ne�t�, �}�� �ontrac�or si��l! f�t��Xsh to, a�d �ile v��it� tl�e owr��f in ihe arrro��.ts herev� r�c�Eured, �l�e i'oiiowing bonds: a. PEIt�'�R�1r1.�N�� B(}I�l�: � good a.�td Stl��'l�4�11� p�i'�OIiZ'LSt1�L �}011� 1[] t�e aiv��xr�# �#` r�ol l�s� ��an 1�0 pe����t of cl�e �mo�nt of �Ixe conkract, a� evidenced by the pro�s�I tabul�ti�n or c�kl��rwi�, g�araultecing th� F�11 an� €aithfia� �xec€�tio� of lhe wor�C artd pc�'forrrn�,r�c� �fi�he cor�tr�ac�, and �c�r tk�e protecti�t� nf [h� �w7t��r an� a�l olher persor�s �g�s[ d�rn�ge by ���son of �t��l���t�ce �# t3�� �an�rta�lor, or �inproper ex�cuiior� of t�i� work or u�e �f infe�lar i�#erials. '1'his p�rf�ri�ance bo�d sha�� �aran��e ii�e pa��n�r,t for �ll ��b��r, m��e�ials, �qwpineiit, s�ipplie,�, �t�d s�rvic:e� �xsed in #I�e const��c��o� of t}x� wor�, az�d ��rail re�tai� i�i furl force attd e���e�t ur�ii� �ar�sr�'�si�i�s as abave st�pulateci are ��cor�.plisY��d a�id final �a�mct�t �� r�rae�e �� I�� ��'oj�ci b� the Gity. �}. IV�aA�Ii��'EI�eAI�IC� B�3�D: ��Cl�� �1d Sll.f�CfCf�t t�7�ll���I1c�l#Ce �UA�, ii� L�1� all1011i�� {3� 110� j�S5 1���.l1 � OO �7�17C01]� 0� �I3� �041TiL �� l�l� COIl#CBC�t as evi�ert�etl hy the pmga�a# #�bu�aiion or olhe�wi�e, g�aara�iteeing t�t� p�nirip�, ful� an�i f�iit�ful �er#�oruiance of f�e g�n�rai g��r�niy which is sct for�l� i.r� para�rap#� �$��. � 0, �. PA���+P��T SDI�D- A g�od �,nd su��€e�t payir�ent lro�d, iii t�r� �►mou�t t�l' ��t Iess tiya�n �C�b perce�Yt �f tlie arnount c�f tlie contra�t, �s evid��r�.cd �� the propasa! ta���lation or ot�i�K�isc:, g�t�tr�xrteeing tk�e projt��t, �ul� �d fa�[hfi�� p�yment o� �i1 ��aim�its �s def neci ir� Ar��cle C3�3 (�� �S1fi0, �evi.sed �ivi� S�at�tes of Texas, 192��. as a�r�end�� by �I�use Biil ���_ ?��sts ��"�' Lc�!islat�.l�•�. R�i��r�f�i� �����n1�. �9��, �fy��ilvr, A1�ri� �7, 1�}��Jx ik���]1151` 1114 liii:GS[ Vi1'S1l}i1 li]�T'Ci�lt 5L1�]�11�111� 1�L�C11 cl]ti{.� ]l�'clLi�l'1��� 1�1 E�IE prvsccution of t�e wark pr'�vrdet� for in tf�� c��tr�ci l��i�3g �anstn�ct�d undcr th�se speci#���a�ions, Pa�r�er�t 9on� s�xail rernain xr� f�r�e �r�tii all €�a}�ments a� ��ove st�pui����i �r� rna�e. c�. �THER BC)I�iD�: a"uc�t o#h�r �onds �� m�x�+ be �uired b�+ tl�e�e �or�tract Do�urt��n#s sl�al I be fi�rnished by #}�� �or�tra�c�r. No ���'eties wi�l b� �cc�epte� b�+ t�te �wn�r wi�ich ar� �t the ti�n� i�t d�fa�lt or d�li�qttent �n �y %ond� �s' �+�►icl� ��'� interes#ed i� �uiy Gti��livn �gasrt�t ihe �wne�. A�l b�r�ds s��ll be rt�a�e o�t tl�e P�1!'jri5 il1Fl31Sil� �]� t�l� OWrt@!' �11{� 5�21�� �7� �C�CUt�� i7}� �fl a�YOV�� �u��ty cvtn�a.n� �ou�� b�sir�ess �n the ��t�+ �f �ort V�lorEl�, `I'exas, and ��hicl� �� a�ce�tak�le to i1�e Ow�re�. I� order ta b� ac�c��t�bl�, t�e �am� o�'tl�e su�e�� sl��ll be ir�c�u�ed a� the current [�.�. Tr�asu�'y li�t of a�c��t��ie sure�ies, and the �m�utti o� bor�d wri�ten by a�y ar�e z�c:cept2�ht� cvm�n� sh.a�l �.ot ex�ee� tl�� amount sl�vwri on th� '�`�'eas�€y �i�t for #l�a# co�txpar,}r. �arh �ond sF���� he �ropc�ly executed b}� b�lh thc �on�ac:#ar �nd �urei}� C�oz�p�rxy. �k�oe��d a��r �rar��}+ or� dt� �ontr�c# I�e d��ernli.r�ed einsaiisfa��ory �t aay lirr�e i�y t�e �wne�', notFc� wiiI b� �vest i�� Coat�•a�tor to th.�i effe�t �utd the ��,nir�ctor �l�al� irn�ec���[el� pr�v�d� � n�w surety s�#isfactory to ll7e �w�ea`. �+1c� gayraent wili be r��ti� utt�de�' tl�e �ontrac� untrl tl�e new s�ty �r s�relies, as ��quirc�, hst�►e qualx�i�d and �ra�ve becn accepted �y #�ie �wner. T�te �or�lra�:t ���.11 not b� aper�tive �tt�r witl an�+ ��m��ts �e d�e or pai� until �p���ovai of �h�; l�r�ds by the �wner. ��-�.� �}�.�',�.�FI��Q���' ������Z': �t��]1i1 tCt] �1�� C��j�S �$�' ��1� �'4'1��P il�S a��pro�r�a�e r�soi�at�o��, �r �tl���'w���, awarded the ca�Yira+c�, �he �ontr�ci�r sl�all cxecute a��c� file wit� tlxe �u�er, �1�� �on#ract and such laonc�s �s rrxay �e �`eq�rir,�d in fihe ��ntr�c# �acuments. T�� �ontract sha�l bc buic�ing u�on �l�e �un�er until it t�as beers ��tesle� ��+ �lx� �it�+ Seci�ettirY, �PProved � to form �d �eg�lily i�y �e �ity �►#�ort�e�+, �t�d ��cc�ted for �h� Ov�mer b}� e�tl�er �13e Iv�a�►o�' or �ity I�a�a��r, ���3.9 FA�I,fUR� '1'f] F����U7'E ���TRA��`' Th� �'ailuF� o#` ih� Av�r�rd�e io e�€�cutc tk�� r�q���r�d b�r�d vr bonds or #o s�gn #�t� r�quired contra�� wi�lijn tett (1 �� c�ay� a�e� ihe c��x�ic� i� aw�u•d� s�►]l be c��s��ier�d b}r t�e �wner �s �n ��andonrr��irt of liis p�op�sal, ar�d t�e nvmer ��y� annK��l tfye Aw�•�. �3y re���n o� tltie �n�ertainty of �ki� tt�ar�€�i �rices �,f m��eri�J �nd iabor, �nd it b�irjg Fr��r�c�i���le �nd difl[�tc�it to ac��r�teIy dezermi�e the �m��r�t oF �am�ges oc��rring to t��e ow�,�� �}� xe�tson �f ��€d awartlee's fail�re to ��cecu�e sai� btk►�cl� and �ontract wilhi�t �er� ��i]� da}�s, the pro�osa2 securit� �cca�npar�y��tg fii�� proposaJ sha�l be �he �gre� �nc��t of �ania��s ��l�icb ihe [�w�t��` v►�il� ��-� �3j suffcr b�+ reas��t �f suc�� failure on tl�e �arl of €i}e �wt�rdee ��d s�all 1t��re�pa� rmmecliatelv �v forf�itcd tc� ik�e (�wner, Tl�c filin� �f� �rt�pos�l wiil b� co�sit�er�d as �cc��taace of tlu� �rov�st�t� by�l�e $i�d�`. �-3-3. f 0 B��II�I�1��{"� V�JOI�: Ti�e ��nir�ctor sl�l] not co�n�i�ce work fianii� � - - - a�r�h�ri�ed .in wri#�s�� to �o so by ti�� �vmer. 5��o���d ihe �ontr€�ctor ���1 Eo cou�t7ence work at tb� ��ie o� �lre pro�e�# wi�Eiin t71e tim.� siigut�#eci in the written �ui�toriz�tio� usuall�r �ermcd "V4�ork Qrder'° or "Yroc�cd C)rder", i� i� agrec� tC�� t�e �urety ��fn��t�y� wi�l, wi�l�ir� ten {l�� d�ys after �ie comt�r��c��ei�i d��e s�t �'orth in s�ic�� wri#ten atit��riaatior�, ��rr��m.�nc� the p�y�icai exec���io�� of #J�� cortteact. ��»3.11Ii�iSi�RAI+���: '�"h,c �o�cra�tc�r �hall not �:o�yzme,�ce work ur�der �his cor�iracl ui�#�l h� l�as o�tained ail insura�c� �'ct�uired urxd��' �e C���tr�cl Docur€��n�s, �d such irr.w�ra�r��e has bee� a�pm�ed by t1�e �wr�er. Thc prir�� ��txtr�cior si�al� bc responsii��� for deti��ri�xg #t� l�te Dw�er ��ie sub�con�T�cl�r's �ei�tific�t� of iusuran�e for ��proval. `��he prim� Cont�•�c�or sh�l� �ndic�tc ost ��c �erliFic;�te �f irisurance ir�cluded i�r th� docwv��ts For �xe�utitrn whc�er �r. noi his i�rs�srance cnvers s��b-con#�a��o�`s. It is ihe intentio� of #�� [�w��r t��t the ins�r�rtce �overage rey��jred h�rein s�tia�l includc #J�e �o�►e�'ag� af al7 s�ab-con�ractors. a. CC}1v�P.ENSATI�iV II�fSURATN��; '['lie �ontrac#or �ha�l ai�.i.nt�fr�, d��ring ii�e lifo of �f�i� cor�tra�#, L�or�Cer's �c�rrt��r�s�t��n €o.�u��ar�ce o�i 2�1i of �i� �3m�layees to bc en�a�cd iu work or� tlic pr��j�ct und�� tl�i� cn��tr�ct, and �'�r �,l sub�c�n�r���a�'�. �t'i c�s� any class �f emp�oy�.cs �����ed i.rr }�a�ard�us wvrk on [l�e praje�i �tn.d�r t�iis c:��.�ac# as not �rat�ct�d un�cr il�e 1�Vorker°� ��nipeils�#ion St��ute, ti�e �ot��r�ctor sl�al� provt�l� adequ��e e�n�l�y��''s g��er2�l �iabili�y it�surar�ce for the prot�ctior� o�' �uc}� of h�s e��pl�}�ees noi s� p��t�cted, b. ��M�REHI�N�[l�� C'r�NE�f, L[}1�3IY..[TY INSUIt�II�J��: 't7t� C���lraci�r �ha2� p��c��re and ����� mai�x�airt dK�n�r� ���� l��� ofihis con#��cl, �- �on��r�e�siv� C�cii��al Lta�i�it�+ Ir�surai�ce {Y�k�Iic Li��ility �id P�ope�t� D�t�rage In��ar�nce) i� th� amoi�n# not l�ss 1��� ��(}(1,4f}Q covet'in� ���h c�Cct�l7'Cf�cc Un ACC�I��ri o�bOdi��+ i�1�Ury, iat�luciiu� d�a��, and i�7 s�i ��ti�ow�t na� less lhat� ��AQ,(1C7� coverir�g caC�r o�cCx�rr��c� 0�3 �Ccoxini of pi�periy d�siia�� w�ih ��,��U,C�00 x�ny�i�el�� �alicy co+ve�'��;e. �. A�]��TJ�T+�A�s �.fABIL�`F�f � Thc �ontra�tor s�ll fiu�ish ins�r2tnc� �s � sep�rate �a�ioie� �r l�y at�di���nal �ud�rs�ineni to one of t��� abov�-menti�ne� �aol��i�s, and in t�� �m�unt as s�t f�rds �or p�blic liaLi�i#� �d p�•�per�y dar��ge, t�� fa[I��ing ir�sk4ra�tc�: 1. �or�ii�g��t Li�biii[y� �cov�� �eeneral C;oi�#ractor'� Liabiltty ��� ��#s o�-sul�-cart��a��s�rs). C�3-3 ��) �. 13iK��tit��, prinr tn aytiv hl��l�n�. I��i��� cinr�e. 3. ��i�apse o#' b�tldi��s oF st��tur�s adjace�xl to excava�on �i#` exc��+�tion �'e »eri�ort��� a�i�ceist tv same . �, bam�ge to w�d�rgro�d uti�i�ies f�€ ����,OI3{1. 5. 13�tsider°s risk whei�e ab�rt+e�ro�nci s�ru�tures ar� i�xvalv_ed,�. f. �oxitr�c�ti��ai Liab�iity {�ov�� t�tl ind�rnr�s�icatian re�4�irert�ents of �an�a�t}. �. �[J'1'C�iu10F3i�� [E�5�112AI�I�� - B�DIL�f iNJi�l��l AI�D PEtO�'�1�TY ��1±#�l(�s�: Tho �orrtrac[o� sl�all procure anc� ma�nt�ir► during i�xe lif� of this �o�#ra�l, �onyp�el�er���v� Au�c��nob;le �i�bilii}� Ius�rance i� �rt a�uount �ot ��ss l��ar� $2�4,{}p(} fi�r it�,juri�s Lr��:�u�i�g a�cide�t�l de�t� to un� o�e person art�l �nbj�ct �a l�t� s�m� liuut �o� e�cl� p�t'�or� a� $ntio��tt not l�ss tlYan $�O�,�Q� on accora�it �#� �ne �c��etti�, an� autot�r�bile �rope�ly dar�age i.asurance i� ar� a��unt rit�t ��ss tiya.ii � 104,�Of1. e. ��DPE OF 1NSi]1�1�1�L� ,�,?�13 ���,�I.AL HA�AR�: '1'�e ir�sutrance xeq►�ir�c� u�xdc� ��c abnv� �ar�graphs s�a�� �rovide �deq�ate pr���ctin�r for the �ont«c�or �nd his su��ct��2�ae�o.�s, r��pec�ive��+, a�aitist d�ma�� c�auns wl�ich ma� ari�e fron� �perat�ons under tl�is ca�track, ►.vi��t�er suc1� o�crakions b� by the i�s�xtc� or b}� anyoi�e dlractly �r xr�direc#�}� �m��ny�€� by hirn, ar,d �Iso against an� o�' ihe �ollo�ing ��e�iaJ har�ards w�iclx m$y �e en�c�ur�t�red i� the �erfarmance of l�te �ontract, f. PI���F �F �A1�IttA.C�'� O� IiV�UR1��I�E: Th� Cc�nt€aotax shall �i�rn�s� t�le owyt�x v�r�th sai�i�fa���r}� �roa� o�' cov�r�ge by insara�,t�e rec�uirec� in tlrese �ontxac� �ocwnents in �l�e �niaur�ts ar�� b� c�r�-iers satisfaci�ry t� �1�� Owner. {�am�le �ttached.) Al� �nswr�n�� rec�t��r���nt� �a�� �tpo� t�e �on�ra�tar sh�l� ap�ly to t�t� sul�-c�n#r�c#ors, Sli�Ll�{l tfi� Pr�ine �ou��actor's uvs��raz��e not �:o�ver i'1�� s�i�O-conira�tor's warl� op�ra#i�ns. �. L��A�., �lC'rh:.�1T �'OR_i�1�[llt�hY�� l�I�II�_B�T�1�]Ti�1C�: The �nsura�tc� �r�d ��r�ding �oinp��s wit�r w1�am th� �on�ct�r°s ins�ira�cc a�td ��-3 {�} pe�'1'orm��c�, �7�}'iliCil#, ll�S1j1��II&i1�C AtiC� 8I� SU{;}� (}��'I�C �t]C�S i'� WfI���I]� sita�l 1,� ���s����enleri hv �,rr r���r�� n�• f�r��nts havir�r �� ��c� Inc�tecl w��itit� �J..r� c1L}�� 1ul�liis i�1 �1��: �:�ly ui 1���'� I�rtr� �11. J�u7'�«l �.c.Mu�r�.y. lcx�3s. La�l� su�:l� 2��,�€�� �aJ� bc a d�tl� q�a� ifi�d, �ne ���on v�+lia�n �rathorik� ar�d �awe� #o a�t c�r� i�ehalf vi' the insuran�e a��cUor L�ondi�rg cornp��y t� r�egatiai� a�d se�#le �+ii� tl�� �ity ol' Fort Wart�, or an�+ �t��er c1�ir�n�t, ar�d c��ims �h�t t#�� �it� n�' Fo�t W�r�t� �r ot�er claimant or ai�y praperty awtter ►�vlyo has l�� darnaged, ma� #�av� �g�ir�.at li�e �au�r�c��r, insu�ance, �nd1n� bondin� coni�aat�y. If t�� l�c�� i�s�rat�ce �ep�esen�ativ� is r�oi sn e��ow���d b�+ tl�e iustxrancc or bond�ng CC�irlp�rll�S, ihen s��h aui�o��ty m�st be vesled i�t a t�cai �gent or c�aims afficer res��l�n� in tl�� l�Ie�rc�1���x, th� rori Wort�t� I��IIi'►s a��€�. Th� r�a.me a� !he �gen#, �r ager�l� sh��� b� sei !'��'t�► or� all s�t�� b�ands �nt� �ertitic�zt�� t�f inskir�r��e. C;3-�.������1�T��s�_��3l.�{i�►TI�I��; �Jnde�r tt�� �oritract, t�e �or�tractar s�all p�y f�r 2�l �tt�t�r�ais, iabor and servic�� w�i�r� d��. �343.i3 WE�I�LY P��II��LL�: ��er#i�`ie�! c�p�r af ��ch pa}�rajl �ov�rir�g 1�Yn�cnt a#` v�rag�� t� al� per�on� er���ged �n work o� tl�e proj��l �� [h� site c�f t�� prc�je�i shall �e lurui���ed to the Owrr��'s repre�er��►��ve �vith��} scvcn �7) c�ays a�t�r tl�� �Iose of ��� ��}�•o�! p�e�iod. �l copy or cn�ies �ft�� �ppl�c���� �t��nimuni t�rage ��tes a� sct �arth in t�ie �or�tract l�oer.�rn�€�#� si�ail be kep� pastcd tn a conspicuous ��lac� �t �I�e �'sie �f ii�e pra,�e�� at a�l tin2es dur�r�g �Ile co�tr�e t�f ll�� �;��.t�'aci. �opkes n� tl�� w�a�� ra�es will be f�rui�he�l �h� �ont��ctor, �y �e Owncr; however, posli�ig �nd �r�t�ctivi� �f �4 wage �'a�es si�a.f� be ih� re��or�sib3lity �f �1�� �oQtr��tor. ��w3.1� C�AJTRA�'�'OR'����lT��1C`�'Al]14f�ifSTRr�TIO1�I: Any �antr�actor, wh�lM�r � per;c��, gei•so�rs, partn�rs�r.ip, aor�pany, firt�, ���c�c���ior�, c�rpor��iort t�r oLhei• wh� is ap,�rr�ve�i t� do bk►�it�ess wiih �xd �u�er� i�to a conirac� wi�lt ilt� C'�l}� Fo� ca��tni�tirrn o� wa�er {�r�dlor sat�ikary wew�r Faciliti�s, v�,��il hav� o� a}�all estab�ish ��ully o��et•n1i�r��i l�u��r��ss offic�: �viil�� �11e Fort Wor#Ix-DaIlss ine�r�p��i��a� ai�ea. T'�ie �onit���tor s�t��l �har�e, �dele��ie, t�r assi�;n tius o�ice �or �e ma}� d���gat� hi� P�-��ect �upe�inte�d�nt) wic�t full autlivrity i� �r�sa�� ual b�sin�� actioi�s rec��ired rn d�e �erfor�a�ce a1`#I�e C:onl�e�cl, '�"h�s Zoeal a��lror�l}r si�a�l �e r�ade �espor�sib�e to acx f�r �}ic �nn�'��i��' in ali mal��s n�ade r�sponsible to act �or flie ���lra�tor in alI rr���ke��s per��.i�ur� to th� wo�k govera�eci by �� �ontr�ct Wi1Cl�5CJ` lf �� ��).[i1SlCc��iV� OC UL}l�i' wise ai�� as such s�all be e��tpow�r�, lhr�� c�e[cga�ec� �ud �ire��ed, to �ctt�� a�i j�at�ri�, la�or ar �lh�r ex�audit�re, t�ll clai�s �ga�t�st wor�C �r �ny otlyer a��#er associaicd su�l� as �rn�i�t�ini�g ��equate a�d appropriate �nsurart�e or s�curiiy� co�rer��� fo�' #he �roj�ct. �u�� I�al �ulhprxty l'�r t�te ���i�i�l�a�iau of t�e woric u��er �ise �or�tr��ct ���1� be r��ir�t�iued ��n�r� t�l� bus�tte�� tr�r���ctfo3is e�€ecufi�d �� part of �:I�e �ont��act are �orn�letc. Sii��xld the C'ontr��tor'� �r�nci}�a.l i�ase o#` ��ertalior�s be �ihcr tl�an sn tl�e Fort �Vorth- Dall�� Flik'.�COPt)�l�l1 �F��, n��ifica�ion n�� tlt� �o���ra�t��r's �.ssi�e�i o€ lacal a��thoriky sI��R be made �n wxiti�g t� #I�e Engineer ��i a�va��cc of �u�t}+ �.v�rk �n ih� pi�oje�t, aIi �3-3 {G} �ppropri�fe�� si�,med 2�ud seaJcd, as a�plicab�e, i�}� t#�o �o�tr�cto�'a resp��rsibie o���ices �vili� I�� �aa7der�lanc�rR�+� lhat il�is w�•i�t�it ���i������,}r of at�t��o�itv to �l�e lc�c�s�i r�nrese�ltaiiv� siku�i u�:s:c��i� 1��rt �r �tic �ro���i �.o�tract ��s �i�Mou�l�, t�o�i7�1 +��rec�i}� i�t�c� ���u �rro��cl �o�urn�n#s. i'�e ir�t�t�t af t�Yese r�qkiirement� is ihaL al] ma�#ei'� as��ci�ie� wit�x tl�� �o�tractoe's a�tninFs�rati��t, whctin�r it �e o�i�nte� in furtherir�g ihe v��rk, �x o�lier, �e goveri��� �lirect ��+ lac�� �t�t�lority. Tltis ��u�ne requ.irem�t�t �� ir��pos�d oiy ir�su�anc� aind surety cnv�rag�. ��toult� tl�e �on�ra��or's ��cal ����escn��k�vc fail to ��i�'t��� �a lh� satisfactf�r� �f tli� E��eae�, ihe E�xg�r►e�r, at l�is �o�e discr�e�ior�, rr�a� de��an� tl��t st��ly lacal €�res�ntative be re�lac�c� �r�d t#�� �;�Yginc�r rn�y, a� hi� sc�le di�cr�t��t�, s�a�r ��! r�ork until a g�w local �s��hor•ily sat�sl�t:ta�� to ihe ���ir�eer i� 2�s�igne�. I�la �redit af��rlc�ng timc will be �71o��reti for �r�F���is in wl���h w�rk �to�p�ges are ir� ef#�ect �or �isis reasor�. �:��3.1 �_ ��:��. �erye�� o�' ar�� act�on h�r�inur��er sl��l� be ex��usive�p i� Taxran� Cous�ty, Te.cas. �3-3 (7) PAI�T � - Cs�;A1EF2.�l.L �DNDITi��S ��'1'fi 1��5�1 ��i� V'Y�11S1 5��7'1'��1 �-4 ��O�F. �F �+��I� ��-4.1 �1TF�T �F ��1+�TRA�T DO�U�F�1T�: I� i� ll�e de#tnit� in��ntion of tlY�se �ontr�ct Docur��A�ts to pXovF�� fa� a t�.c�r�tp��l�, usefui proj�ct w�i�cl� i�� ��ntr��tar u[�derka�ces to c��tst1'u�� 01' f�rn4sly, �11 iti �ull corr��lianc� wilh t�e req��remer�t� �d int�nt of tli� C:ontra�:t �oc�rnex�ts. �� is t�ef�niiel}� understaod il��t thc ��nxra����` sltiall �o �l woi•k as providetE for in t�� �ontract Doctt�r►en#s, s1���1 cic� �Il e�c�� or �pecia� wor�C �s nlay bo con�id�red by �� Own�r �s n����sary to co���e�e lhe pro��ct in a��iis��ctor� �u�t3 ac�e�t�b�e rt�anr�er. The ��nir��Eor shall, �nl�s� �tl�ervwsse sp�ci.fica�ly state� in th�s� �on�ra�f Dacur�ter�ts, furnis�i all iaba�, taal�, rr�a#er�als, ����ir�ery, equ�P�ent, s�e�ia� services, a�xd it�ci�enials n�ce�sary �o klle �r�s�c�tiar� and c��tp�etior� of ti}e pro,��c�. C4-4.2� �i�Fa�l�Ai� I�R�V�SI�I��: Sho�1d a�y wo�k �r �nn�3itions �hi�h are not t�oro�a�tl� arxd saiisf�ciarily ��ipul�ted �r cov��'ed b� Ca�neral or Spe���l ��nditE�ns of lhese {:�N�tr�ct l�o�uinents b� �t��i��fed, �r sl��ul� t�terc be �ny �d�zlior��l �ra�os�d ��rlt w�i��i is no� c�ves'e� b}+ tl�es� �onLr��'t �]ocumen�, t�xe "��ccial Provis'tor�s" ��verjr�g all su�l� vw'or�c will bc prepar�d by tl7e (3wn�r �revious to t�e time �f r�ce�ving b��s ar pr�pn��ls �or any s�ch wo�'lc �►�td �r�xish�� �o lhe Bid�er in the f��t� o�'Adde�da. All �e�c]� iiSpec��I P�ovisia�s" �h2�1 be cansidereti [c� b� part o� the �ontrac� �?ocumen#s ,�u�t as Ello�gh tl�ey w�re oFigir�a�lJr wri#ten iheze�n. �4-4.3 I��#�EA���3 �� DEGRI:A.�ED [�CIAN�TTE.�: The Own�� r�serves ihc ri�ht �o t�lter th� quai�ti�i�s of �he wor�. t� bc p�rf�rrtz�d or to �xtend o� s�or#�� ti�e iuYprc�ve�en�� at any time whe� a�d as found to � n�ce�saFy, �s�d lhe Gon#ractar s?���1 pe��`or�'n tite work as aatc:red, incr�scd �r t�ecr�e�tsod at t#�e �iu� pr�c�s. ���c� iuc�•e.�set� or ciecr�a��d q�xantiiy sh�l� Mc�� b� nyore tl�� l�veiY�y-�ve �2�5� �erce�yt a#" th� �on���np��t�d quai�tity af sucl� i��rn or ite�. �hen su��t c�anges inc�'e�sc nr dec�+ea�e lhe vriginal q�anti�y af a.rty i�om �r iicros of v�orlc to be dane �r rtti�terials ta b� furrtisliecl �y th� �� pei�ccnt or mor�, th�t� ��t��r parky to #he contr2�c� s1x�13 t�pa�t wrft[�� req�est to the o#�ier �arty be �ntii��d tn � r�viseti �ot�s��era���n u��u� E��a� portion ol'th� �ro�k above on c�lc,� iY�� 2�5 pe��cent of tl�e origi�a� q�autity st�x� i�n t�ye propos�l; su��i re�is�d �onsidera��or► iu �]{; {��t�3'l7illl�C� �7� S�C1� a��eem��i c��' �s �er�inafter pro�vid�d for "Extra W�x�C." l�lo �i��watYcc �r�l� be rn�c�e for a�y c��ng�s iii �r���ci�e�ted pr�fts r�ot sh�11 s�ic�t ch��r►g�s �e ���sidere� #IS 1N$IYli1� or i��valicl�[i��g an�r c�ndifiions or provisions o�' �h� C'ot�tract �o���:te�t�. �faria�i�ri� i� C�uant�ti�� C�� ��Jt�r}� ��Wer pi��S iri ��pEh �ate�O�l�S, s�l i�� �r��erpre��d $�re�n �.s �p���+in� to ov�i�Sl q�aiY�i#ies ol'saai#�ry sew�r gipe in ���k� pipe s3zc, bt�t not to x�ie �ar��us d�pth c�tegnri�. ��-4 {1) P�RT � - C��RAL ����IiI�i�1� �'S-5 CCIi�`�Tt�1T, {71� W(�RK �I1�iL� aVt�� t�.,kt��1Ya� ���T'i�I�1 ��-5 ��NTROL �F 1W�RK �4N� �1�'I'E�LALS ����.1 e�U'�`H�RI'I'Y Dr E�1�f�1E��: T�� wox�C s�al� �e perf�r�ec� tc� kl�e saEi�t��tion of ��le �r�gineei• �n� in �trict �cxi�pliau�� wrth t�i� �a�l�ac� r}�cu��nts. 'I"!�e Et�gineer shall c�ecidc a�l q�eslinns wlucl� ��'ise �s to l�t� q�a�il� atid ��cep#z�bx�i�y of the m�te�€r�s fu�nis�ti�d, v�o�� �erFornied, ralc ���ra�x�s� o�ti�e work, over�ll sec�u�r�ce afthe �onstructior�, ia#erpr�t2�tion of t�e ��ont3'act ���uments, ��cept��le fu�fj�lrneni of tl�e �at�tr�c�, �c�rrMp�e�sation, mutual rig�x�� bet�een �arrtractor and ����r u�rde� th.es� {;ont�`�uc# DocuFue�ts, s��ervisio� of thc �or�C, z�siu�i�#ion ot op�rat�ons, a�d �Zl oi��r r}+��stic��� or d��p�k��s wl�icl� m�t�+ arise. �r�gineer v�rill r�o� �e respo��i�lc f�r �oz�tr�ctor's r�l�a�s, rri�ihods, teclYniq+aes, scc�uence o�' �roce�ure� �� con�tru�lion, or ih� �sf�ty precaut�on �d pr��raa�s i«cide�t �er�#o, ar�d iye will r�at be resposv��b�e fax �ot�tractox's F�ilx��e #o ��rtorm the wor�C in €�ccor��'►ce wit� the contract docurr�ents. Th� �?ng�neer shall deter�ine ti�� amoe�� an� quali�y �� the ur��k co�plctecl ��d m�#eriaks fit�nis�e�l, and his de��sions 2urd esii�xake� sl�all b� fin2�, �is estirn�tes ��► sl�ch �vent sha�l b� a c�ndi�it�n �� the right o�' #hc �onlxa�t�r t� r�ceive rnar�ey de�� hii�x �xr�dex Lhc �ontr�c:t. Th� Dwi�er �l�ail I'tave executive ��tllority tv ��farce az-rd r�akc e�Fe��tv� s�ach necessa�y d�c�siorts and or�exs ss tlie ��rr#r�cxor £�iis tv c�rry ou# promptly. �� In th� event �f any� dispu[e betw��n t�te �ngiueer and �onlra�t�r �v�� t�e �ie������y of the � Eng4t�e�r os� �t�y s�ch inatC�rs, i�te E�gitt�er must, wi�in 2� r��ss�nab�e tirne, t�po€t writt�n � , requ�st �i� �h� �ontraotc�r, �e�det �nd de�iver #o ba#h �lYe ov��t�er an� �o�t[r�ctor, a wril[� clecisi��� on tlie rr�atk�r irt co�itc>vexs}�. ����.� C'�hTr`�Ri1�fTY V�I`�`H PLA�d�: The #iriishcc� �ro,�eo� iri a�l cr�se.� si3a�� confurrn witl� �ir�es, �`��1��, cross-se��fo�Ys, finish, t�nd dimer�s�o��s sh�wa o�n xhe p�ans �r �,��y ot�er rcqu�r�n�ents �iher wis� d�scs�ibed it� th� �'o���'�ck �octwaents. An� devi�t�or� f�orr� �lte approved �antract �oc�ut�enfis re�qu�red b}� �he �r�gineer dt��ug �onstruction �vill in all ��.�es b� r��#erminc� by the �t��ncer �r�� �utho�i�c� i�y lite �w��x by C�ange �rs�er. �� �5-�.3 �.`��RT}jT�l�1'C1DI±� (�,F ��IVTRACT ��CTfVfh'S�i'�'3: '�"h� Conitraci D��ument� r�re rnadc up ��` sev�€�l se��ions, whic�., #ak�u togetli�r, are ir�tan�ed to � � d�sc�'ibe �nd provf�e for ��om�iete artd �s�ful pr��ect, antl t�n� .ret��irements ��p�ari�g i�, '' o�►e o� lt�e s�ct�ans is �s bFn�i�g �s �?no��t it accurrexi �i s�� se��ion�. �n case of ciiscre��nc�es, fi�ued ci�men�io�r sk�a.Zi gov�rn ovcr s���� �irn��tsio�s} �r�ar�� shaJ� g�r+ern I � over specific�#.ior�, ������ condilior�s s�ya�i gover�i a�rer gen�a�tl �v�dii�orr� au�r� stxu��iar� ` a�ecificatiotx, antl quantities shown on lhe plans sl��.11 �;overn �ver tho�e �haw� tr� lhe I pr��osai. T#te �c�M�tractor �h�l� ��ot take adv�nta�e of ar�� �Par�r�t er�or or or�is�i�n in tl�e I � ; C�4� �1} � alI ulili#ies, etc., is ��Cr�o�+r� lo the Ovur�erF �r�d #]ie �vne� ��s�iit�es no te�pot�sibi�i�y for faifk�re tc, �I���v f�nv �,r �r�� �uc:i� sFr��ct�rr�� �n� ��lrtjitreg nn tt,c nla��s or 1� shnt�v t1��`.313 in �li�ir exu�:� ���c�,u�rn, 1� j� irYulu�lly ��;r�:ed tl�a� bu�l� i�����u-� will ji�t b� c;uji��c��r�:�i ��f'���ic:it b�s�� �or ��a�ms for a�di[ional compensa���r� t�r �x�`� Work ar f�r inc��irtg tl�e p��r c��a�atitiea in �n}� m�tu� v�rl�ats�e�er, un�ess an t�bs�tctior� er�couat�re� is s�ch �s to r��essi�atc ���anges in [l�e fines �ncl grades af cot�sid�r�bi� rn�gt�itude c�r rec�k�ires t�xe bu�lcif�rg o� special w�r�Cs, prc�vF�i�r� �f wl�i�� is not rnad� in ihese C;ot���cl Dcric�m��t�, in wl� ich c�.se i�e �ro�is�oN� ir� �hese �ortkra�t �t��umen�s €or Extr� V1{ork s�all appl}�. �x sha�l be [h� �o���ctor's resp�nsi�ility ta ver��� lo���ions o#� t�e adj�rcc�t ar�dlor co�tli�ting ut�lities �u�icien�iy in adv�nce �f �:onsir�ci��n i�Y order ih�! he �nay �teg4�tiate �uch rocaJ adj�s�u���tts �� n�ccs�ary �r� l�re c�nstrt�ciion prc�ces:� tc� prc��idc a�equate clearanc.�s. The �oiitractoi� s��Il Eak� a�l �y�ce�s�u'� �rcca�t�ons in ordGr !c� p����ct �I� exisl.ir�g �t�Xil'ies, �l.t�c#ures, and ser�rice lines. Ver�f��lro� of e�c�sting �����itics, �tn�ckur�s, and servic� �i�t�� sh�ll include nc�lifi�alioax �f�ll �tiiit� coi�p�r�ies a! �east farty-cigi�� �48� ht�xNrs in adv���cc �f c�ns�r�ic�ion inciu�isng ex�lorato€y ex�xv�#ior� if ���cessary. Al� vc�i�c�iio� of x�tiliti�s �nd �he�ir a�justmcnt sha�� b� c��s'sdeFed s�bsi�iary� w�i'k, ���5.15 II�1'�`�.RRUY'3'T��1 ��� S�I�V'[��; �, �Its�ai_Pi�osecutior�: In t�.e n��� pro�ec�xtion of war�C wh��'� ih� ipterrupfion o#' service a� necessary, tlse Cor�tr�c�or, �,c l�a�� �4 11o�r� ir, �d�an�c, s#�2�1� he �ui�e� #a: �. �oiify tlt� W�#e�' D�part�nent'� f]is�ribu��on Division as to Ca�liot�, li��, ar,d scl�edul� �l' ��v��� inietru��€or�, �. I+��tify cac�r cus#oat�er �fson�lly tl�ro�sg�7 r�s�c�r�sibie pc�sonnel as !o ii�e �ime �tr�d s��edutle aF i�r� internapt�€�n n�th��r �e,►�v��e, or 3. It� ih� ev�rxt t2��t p�rs��t� r�ot��'�ca��on c�l` a eustomer �annot h� trx�de, a prc��xcd tag fort�� si�ail be �tt�che� t� th� custom�r°s �oot� k�b. The �g s�fall b� dur�b�� �n �ompasi�ion, �nd ir� l�rge bold tetters sha�l s�y; C�-5 �G) "I��TI�E„ i I��e to iJtilfty I�n��aveiyient in }�olu• ne�ghborh�ocl, you� ��wai�r� �sev�r�r} service wi�l he interrup#ed o�t �etwe�� t��e l�ou�s o� and — 'I�is i���onv�ni�nce wi�l b� as s�or� ss possib�e. Tha��ic 'Yo�a, C���tr�,ctvr �ddress Pl�oi�e � b. Ei��ar�encv: Ii� �l�e �vent tltiaE an �r�For�seen �e�-vic� in�erru�t��n occtrx�, not'rc� ���ai� �e as �bove, but it�n�mediate. �,'�'J�.�_� i�����1�� ����i}�}���,���}�5� �% �{�1�rX���,�'���'. l�k �011�l AC� �I negl€ct �n di� part �f tlse �ontractor, or any of�er �oiytr�c�or or a�y s�b-corrtr�cts�r s��,ll su#�er �o�s a€ damag� of #h� work, ihe �on#��ac[or �gree� tv seitle wit� �uch ot��r ��r�#rac�or ar sub�car,tr����r by �,�re�r,�eni c�r ar�i#ration. rt's�clx o#lie� �or��xacior ox aub- conu•a�ic�z' �hall ass�rl �n� clai� ag�inst thc o�n�r a� ac�aunE vf da�riage a.l���ed to ��ve been s�sEa.ul�d, #�ie owncr �v�ll �otify the �oi�tractor, ���ia sl�alI ind�mt�ify and sa��e �ar�stiess �h� ow�er �gainsi atty sucl� claim. ����.�7 �XaEA1�l�[.JP: ��ea�-up of surplus andl�r was�e rnateria.�s �ccurnul��ed on the j�b site �uru�g th� prosecuti�i� of �L�a work �n�€er th�se �ontract 1]o�wn���s sl�all b� €�ccomp�is�ed ii� ke��ing with a€�aily rou��ne es��rbiisl�ed to k�� saiisfat��i�n of th� ��g�n�er. Twenty-four (�4} l�ours afler �n�itten �c�lice �s giver� tl�� ��nt���tor th�t llr� �le�n-ug �n �h� ,���5 skt� is �roce�ding i�� �;naruyer �n�atis�actory to the En�ir�e�r, iF ll�c �oi�tra��ar f�t�Js l� �orrcct tlxe tu�satis�'actory pr�ccdure, t�rc C:it� may taice :�uch dfrcct �c�ioi� �s t�ic E��ine�r deeins al�p�opria�e tn corr�c# the �l�an-up defieiencic� ci#�i �o tl�e C;ontea�tor iii thc wri���x n�ticc, a�id �e costs of suc}� �irect action, p2u� 2� °lo crf su��.t cos�s, shaiP iae de�u��ed 1�r�m t�e mor�ies ti�e or xo �ecorn� ciu� to iY�e �or�ti•��toe. LJport #�e coixtp�et�c�� o�' tt�c prc���c� as ��r�x�le as �aysr�d b� �hese �ontra�� Doclun�r�ts, ar�t� 1�ef.ore ��tt�J �ccep#�ncc �tid finai payt��nt wi�� l�e r�a�c, t�re Gontract�r s�all ���an �nt� r�rn�v� �xoin t�e site �� �he �rojact all s�rplus �u�d discaz�ed �nateri�is, #��ttp�rary stEl�ctures, a�d de�ras a� every lcind. He shall leave t�te sit� of atl work in �t r�e�tt arid oi�derly �ot�diii�n e����l l� th��. ufltfol� �rigxnall�+ e�ciste�. Surpiu� �r�d w�st� m�ter��'�ls r�move� froi� the site of the w�rlc st��C be di�gos�cl �f at l�ruations sa#is�`�cic�ry io �'►� F.r�g�neer. T`�� C�nir�oto�r sl�a1l lh�rc>�g�ri}� c�earti al� e�u.i��x��nl �nc� rnal��ials ir�sta��ed by hi� and sl��ll ��i�r�er over s��cl� ma�eria�s a�d �y�i�rr��nt �t� � brig�t, ��ea�, �o�is�ed �nd ��v�r �,��}��arir��; c�ncl�tt�n. I�io e�cira comper�s�tior, wi�1 b� r�a�� io ����� �ot��ractor �or �u�y cle�r-u�, r�c�uired oi� the p��j�ct, G � �5 ('T} C�-�_1R FTi�i�#�: �T��P�:C'.Tf��1: 1���7�v�r t��r wnrlc �rnvi�le�! fc�i• 3n �nd c��x�c;�M�}�Mali�l u�z�Ver �kYc C:t�iiu�s►c.� Uuc�E��eiY{s 1�a� kreeli �a�islactorijy co�����eied a��l 1iir�1 ci�an-up p�tf�tmed, #he ��giaee� will rt�tif3� the p�oper o,�ficials of1:h� �wner �rtd re�ucst t��t a�i��l i�spectior� b� rn�de. Suc;i� irr�pec�ior� w�ll b� n�ac3e with�n i0 days al���� suc�r r��tif���taa�t. A�tcr s�c� #ir�al sn�pec#�on, i{' li�� wot'kc �nd rn�ter�al� aEtd �q�si�mer�t �re �o�nd sa�isfsc�or}�, ihe �oz�tr�ctor v�ilt he notified in w�itir�g �fihe a���p#a��Ce ofthc sa�ne �l���' t�e pro�er resoi�tiat� !�� bccr� p��s�� by th� City �ouncil. �Io tir�e charge wil� �e rr��de ��a��st #he �oi��r�cFor between sasd da#e ofno�ifica�ioiY af the �i�gi�e�r �nd �lr� t#ate af f�rrral ir��pectivn a�'�he v�+c�rk. �;�-� �S} PAItT � - �Ei�.�,�L �;01��31'TI[�I�� C'f�-� I:F�Ci��, �F�I,ATi(�1�� ANT} PiJI3I��� 1��::.�Y1.11V��liiLl! i� S�'�'I�I�I ��-� LECAL I�LAT��T�S ��1� �'�i3LY� 1tE�P�I�I�IBI�IT� C'�-�.1 L,�l�N3 TD I37: �I3�EI��E�:The ��ntrac�or �ha�1 at a�l lirne� observe a�d coinply with all Feder�l and �l�►t� I.��v� ��� ��ty o�d�n�nce� ��d regul��i�r�s �vhich ia any w�y af��c� �l�e cuttd�c� of th� work or �xis o}�er�tio�s, �ad sh€�11 ob�etve and cornply witk� �Il ��ers, l�ws, ord��an�es �nd r�gulatio�s wl�ich exisi or which rn�►�+ bo enacte� lut�r B��r bodies il�vii7.g aUt'LSCIictlOn ��' �ut��ri��+ for snC� e[1��t��[1t. i+I�s ��ea a� tx�stu�$e�•��,r�dirrg c�r �gnor�nc� tlxer�u� w�ll b� conside�d. The �on�xactc�r �� �tis Su��et�es s�all i��derr�.��ify and save harrn7ess �1�� �ity and a�l �� its at����s, age�►ts, an� cmp�o�eas agait�st +�r�y �d �11 c�a�ms or liabil�ty arisin� frorr� or b��ec� ��� ihe vio�ation of an}� cu�h l��+v, ordin�ce, t�eg��lation, or ordcr, wheth�� it be b� �iirrt�elfor l�is emp�ayces. �Gk�.� P�RNf�TS A�D I�I��lV�E�: The �otttra�to�' sk�ail �cvre all perrn�#s arkd li�;ens�s, pay �11 ch�•g�s, cost� �id f�es, �t�� giv� al� n�tices i�ec���ty antl i�ciclea�� t� thc �i+a� �n� l�wfu� prosccutian of t�ie woric. G6-6.3 PATE�T�',�} pEV[���, Iv�A'1'I��IAi..�, A.s�1D F€2������5: Xf �1�� �u�tra�kc�r is requi�'ed oe desire� �o usa any r�esi�, devic�, r���[�ri�l, or �.rocess covered by �ett�r, p�tetxt, ax �op}�rigl�t, he sfia�l provid� Cox sucl� us� by s�it��le le��l �gi�e�r��rrt wf�h the pa�:enle� ar owit�� of st�cli ��kent. 1�[to�', or cop}�ri�itcc� dc�i�i. �t is muku�l�y agrc�d and �nders�ood t1�st wiih�ut ��cc��ti�r� �l�e con�raci piice s�a�l includ� al1 r�yallies �r �os# ariaiug fr�tx� ��te�lis, iradeniarics, and c�pyrigh#s i� �x�y wa��+ involved in ihc wor�. `�'h� �or�i�'�to�` ait� h�s sure�i�s sh��l i�de�if}� �tn� �ave h�rn�i�ss tfie Own�r li't�tr� �r�y �ncl �11 ��aims for i�fring�ment �y rea�on ��' k�y� us� �f any sucit trad��m�u�t �r c�pyrig�t in �onn�ction witl� the work �greed t� b� perfora�eci �ntler t}�e,�e �on�x�ct �c��ncr�#�, �nd shall �nde�un��'y l�'ie �wit�er fo�' an�+ cost, expe�se, or d;�ma�c v�rhich i# r�ay bc ob�iged tt� pay by t�e�sor� �f` su�h i�.�'rin�eetnent at �ny ti�ve during tl�� pr�s�ntion of 1he wo�`k nr al�er c�t�.p�e�iat� a�th� �vor�C, provFde�, Ytov�reve�', tli�t i�tie �wn�r wil� ass�rt�e th� ��sponstbia�ty to d�fend ait�r aiid all sufks b��gl�l' for #]�� in�rin�en�ent a� �ny �p�t��tt cl�ir��d t� b� 111�1'1f��C� tl�7QI1 ��E {I��A�TI, �ype o� consir��ti�n or ma#eri�l �r eq�tiprn�;t�t speci��ri in �h� ��ntract Dacui��ts fi�r�islY�d �he �or��r�ctor by t�te Q►��e�, �uul tc� l�ald il�e �n�xtrsa��r }��rmle�s on ��cat�! of su�� �4iits. ��-fi.� S�l�1fT,��'Y Yl�(��IS���1�: The C.`onl�r�ctor sliali est2x�l�s�i and e�lFo��� arr�or�g l�as empl�}�ees sUch re�ulati��� in reg$r� �a cle�tnliness and �i��sal of garba�e and v�,��,ste �s will ter�t! to �reveMt d�� incep#ion and s�read �� �nfecti�us c�r �nntagious c�ise�ses aud �a effec�ively �n�event th� ci��#icr� oi4 a n�isanc� about tl�e wark on an}� p�n�erty eit3ier pttb�ic or pr�vat�, an� s�c� regula���i�� �s �r� req�i��ed by L�w sl�all be �t�i in�v �iivr�ed�axe for�� and ef�`ect b}+ t�� �c�nt�`a�tar. The �t�c�ss�ry� sar�it�ry �o�tv�ru�nc�� �or use of la�o�`ers on t�e w�rk, praperl�r sec�u�ed �i•orn pu�l�c observaiia�t, �lia�l be cvn�tructe�l and vlai�ttainc� by t�e �o€�[r�.c�c�r �t�d tly�ir use sh�ll be sExi�tl� e��'arced b� �G-C( I} ��ie Con#ras;i�r, A�� �U�:�l fc��1l1�1�5 ��1&�� �1� �C��]� k�l � C���l 2![1C� 3�[]]��lf}F CO1�C�ItIUS1, �i�ee fTom �hie�tiot��r�+ar ��lo�� .�n �s n�rt. ta c,��rs�: r� r�tii��nc�_ A�I �tmit��-�+ i�;w� ancj ��€�����ti��n� i�f tl��* �lai4 �11 � e�:�4 iui�i tlie l;ll� Siy�711 b�; S[i'i�ii}� c:c)u�p�led +Ntiil. ��-6.S PL1�T�1� aAFE_�'Y A�]D ��A11IEN1��1��: M��eria�s or equipmci�t �t�red a��t th� �orlc s�a�l lae pjaced �n� ��sed, an� #�i� work sl�al� at a�l times be sn c�ud��cted, $s to cause no gre��er obslructi�n ar i��onver�ienc� i�o ihe pu�li� th�r� i� cor�si�ered to be a�so�uke�}� n��essary b�+ �Ixe En�i�e��`. `�k�e �ontra�tor is tec�uir�d to m�ir�tair� at all ti�i�a a�C ph�ses ofli�s v�c�x� i�t su�� ��ar�r�ex a.� �rot t� irn�e�r i#�� s�f'e�y or �o�v��tier��e of ll�� pub�ic, �n��vr�ir�g, bitt �o# lirn�tcd �o, safc at�d �oilvcttient i��ss arid egress to t#�c �ro��ty c;�h�ig�ous t�� h� work area. 'I'l�e �ontra��o� sl�all rn�c adec�ua�� provjsiar�� l'o render r��sonabae ingr+es� and e�s5 for r�orr��al �+e�i�titlar k€ai��Ec, e�tc��t c��ari�g ac�u�l �renc�ing �r pi�e i�si��l�t��n o�re�aiior�s, �l all �ri�ew�� cros�3n�s_ �ucls �rt�visions r�r��+ inci��de �r�dging, p��x��mer�t nr crtjs�yed �tor�� �r �rav�l or s�ch ot���r �r��ns ot` �rovicl��� �r�per �n�;ress aad egress for i�e pr��erty served by t�� driveway t�s tl�c �ngir�aer �rta}� �ppro�re as a�propri�te. ��c1i ot�xer m��a� �ay in�l�de i�.te �iver�ion of drAveu�ay traffic, with s�ecific ap�r�val by tl�e E�agfr��er, iF di�+�rsi�t� �f �r�flf'ic is ���ro��d ��I ti�e Er��in�er at any ioc�tior�, t�e �ontr�ctor ir�ay mak� arrang�i��r�#� s�tis��c�ory to th� Engir�e�.� �or the diver�ian af traffic, �tnd sl�ll, at i�is ex�er�se, p�ovi�e a21 ma��erials and pe��ar� ail w�,rk z�e���wary for t�te �o��structiun ur�d �x�ai��tet�artce �P �oa�w�ys and �ridges fo� su�l� diver�ion of tra��ic, �1�CW2L��4S 1114kSt n�i be �bslruct�d exce�t by+spec�a� �er�is�i�� o�'die �ng�ii�cr. T3�e materials exca��ated ar�d #hc const�ctior� rnat�ria�s sri�h as pipe used in constr�clivn oF �1�e w�r�t s��i1 l�e p�2�aed so �s r�o� to ei��ai�ger i�� w�r�C o� �rev�r�t ��e access �a al� �u�� t�ydr�nts, Fir� a�su�n boxe�, policc c�l l�c���s, w�[�r �a����, gas ►ralv�s, ar r�i�u�ra�e.� itt l�r� vi��r�Ely. `Fhe �Jwr�er �•csvrues t�� ri��t to re�es�y a�,�r r�e�iect u� ti�e p�rt of the �or�tr�xctor as rega.��ls t� pu�lic t�oi��re�ence r�u� s�f�y url�i�� may �o� t� its at#�tfion, after �v��e�t�-�ou� ��rs r�otic� i�x �rr�ir�g lc� khe �t�r�#r�ctor, s��� xn ���s �F ezne��en�� w�en it st�all l�vc ti�e ri�ht to refl�cdy a�}� nc�lcct wit�ont stolic�, �nd s�i �it��r ��sc, the �ost �� s��l� wor�C or m�t�riais furnts��ed b}+ i�e ���n�r or �}r i�x� �ity s�a�l be deduc��:d frout the rr��sns�s due or t� beca�me due to th� ��ntr'act�r. T'h� ���rrt�•�ctor, afte� ��prova,� �#� �e .L:�gin�er, s�all no#ify th� �ire �ep�rtt��er�t F��ad��art�r�, TKaffc I:ngii�e�r, ar�d F�lice D�par#inen�, �vh�� ai�}+ street or aJl�}� i� requcs[cd �a be elo�cc� o�- obsir�c;te€� �r �xn� fit`e h�sira�t is t� b� made rn�cce�stb�e, �d whan so disec�ed l�}+ Ihc Cn�in�er, sh�ll k�ep a�y �tr�ef, : Ir'����, or highw�}�s in ��nciili��r► for unob�t��acke� �4se by frr� ap�arat��s. '1'l�e �o�#r�ctor sf�all �rorrx�t��+ �olify tl�� Fire I�e�artntie�Y� I-Jeadt�u�r[�rs w��er� al� su�h obs��t�.d s�ix�s, alleys, or }��+dranis a.rc p�ac�d i��tcl� it� scr�ic�. ��hem tlie C'.oi�craekor �s re�q�ti��e� t� ct�n�lr�tcr temp�rairy brid�'e� c�r rr�al�e �t��r �.n��ng�ne�t� far �ro�sir�g ov�r di�ches nr si�eanis, l�is CCSj]�1i51�7111��+ �OC �GC1��ri13 !tl �ot�tec�i�n wjth sucli afoss�n� sfx�l� inolude the roadway apprc�ach�s as wel� as thc ��ructw�es of su�h crossiiY�s. �6-�(2) 'C'�c (���tilt�artor sY���l �t ��I ir�i7t.s ��nc�za�� Y�i� s��ti�,�r �rid t�se �fic�nnsfi�ar#inn m��laine�y so as i�o� Eo �a�t��g�. or ����ro� tr�es �ald ����b� loc��eci �xi cl�se ��rox3��xi�� to o�• c�i� tl�e �it� of fi1�a wark. Wl����ver tin� suclt d�m2�ge rr��y l�e dn�e, �e �ont�actor si�all i�rn�diat�l}+ s�tis�j+ al� cI�ims of pr�pe�'ly ov�+n�r�, a.tx� t�o �a�r��nt will �e r��de by �iie �wnor �n s��ile�ne�t �f suc� claiix��. Tlxe �or�lrac�o� �l�all fYie wi#h ti�� �ngin�er � wriiter� sta�e�xe�# s�o�vin� all sueh claims a�justed. �6�b.G �'��'ViL.��LS ��` ���1�"�t�4�T�� lIV �TF��FT�. A[.L��fi� �I�D R.��H7'���-1�J�1�: — �or ih� perform�ce o� lt�e �or��r�ct, t�e �or�trsctor ��i.11 i�e perrni#�� to xN�c attd vccu�y s�tcl� por��an� af tl�e �ub�ic str�e#s an�# �1��y�s, or o�her ��bli� pl�ces or otl�cr riglnt�-of-�v�y as �r�vit3ed fo�' ii� il�e �rdir�anc:�s of #�e �it�+, as sl�own iMx t�te �o�x#r��t �locurncrits, or �� rn��+ Fx� sp��2f��1ly axtthnriaec� in writing 6y #�ie Er��`sn�er. � re��onabl� arstount of tools, ��teri��s, and eqwp�nen# foF c���i�ucE�o�t purrpos�s rt�a}� be store� ir� su�h �pac�, hut i�o mo��e ����rt is t�ec��s�ry �� mvoid dei�� ir� ��e �onsF�cixo� op�eratiotYs. �xc;��rat�d a�id wast� ina�eriaEs shall be �il�� ar �tak�d in �ucl� a w�}� �s uot to int�sf�r� wiiri ���,w use o� spaces tl�a� r��� be des�gn€��etE tn �e lef� fre� ar,d iu�abst��ci�i a�id so ss not i€� incoi�venic��ce occt��r�t�l� oT�c�j�c�nt pi�pen�. lfihe stree#. i� occ:upiec� by raiiro�td iraaks, tl�e wor�C s�al1 �ae c�rr'ie� or� ir� st�cll manner �s rr�! �o �nterFere w��� t�te aperat3�ly �1` lr�in �, i��iir�g or u� ���ding of �ars, e�. �t�tcr t�onir�c:tor� �t tl�� �wn�r �y, tar all p�rp��es r�c�uire� by the con�€a�ct, enter upon �1�� w�rk ar�d pr��ns�cs �sed by t��� �nnkr��tor and s�l b� pr.�vided all reas�n�l�le .fa�fli#ie� and assistaacc far tt�� comp�etion of a��oi��g wo�'k. �n} �ddili�t�aJ g���xnds desire� b� #he �ani�•���or for hi� use sh�ll b� pru'��d�c� Fry 1Y�ru �t �us own c�st and �xpense. �6-6.'� 1tAIL�A� C���SINGi�: V�lie�� the wor�C ���yva��es upo�x ar�y rfg�t-af�u�a}� �f any ra�l€oad, �e �it�+ wi�l secure tY�e �ece.�sary easem�nt for the �vorlc, Wlxet� tlxe i�ai�road tr�ec�Cs �tre #o �e ��o�s�d, #�x� Co��#�ac�o� sl�al� obser�e a�� th� reg�l�t�c�rrs 2�ttd instr�cti��ts of th� rai�rv�►� corn�ar�y as to i�xe u�ethods �l' p�r�`t�rmi��g lh� v�+ok`1c arri� take �.1� pre�ak�tions #��r thc �af�ty of p��pei-Ey tinci lh� gu�li�. �ego���tiot�s wiih ti�e r�ti�w�y �am�anie� for il�e �eru3its sl�al� b� d�ize b� �r�d t��rou�h �i�e �ity. '��he �onirac�o� sliall �,ive tl�� ��ty I�Tot��e not le�s than f�ve d�ys pzior �o ti�e ��mc af his i�tertti��s #o b�gs'�x wark oa ih�i poi�tioy� �i' l�re project w��s�h is relat�d �o tFte ra�t��y pro�erti��, Tl�e �on#ractor wjll not bc giv�ry ex�r� co�pc�sat�a� �`or s��� x�i�wa� �rossi���s �ttle�s sp�cific�lly s�t fnr1�1 i� th� �ont��ct Docunie�t�. ��-�.� Br�R�T��LDE��_1��4�h1�N�� AI�D �A'1"�H�vi��V: Whe� tl�� work is carried �� in a� adj�cenk #o �riy st[�e#, ��lj�y, o� p�tbUc p��ce, t�t� �on#r�c:tor s��i] �t �is ou*i� e�€pe�se fi��ii�s�, erect, �uYd t�yain#�in such baxricades, l'e�7ces, laghis, �.n� �ang�� �jgn�L�, s���Il provxt�e such watch�a�, arid sh�t11 take �l su�lti �#�er }��'ec:autioitar}r rBe��t�re� fvr lhe protectio�t of persons or �ro�cr[y aitt� o�` the war�C as ar� n�cessary, B�rric�de� and far�c�s s�ali be p�i�tec� in 2� ��lor that wi�l 1�e vFsib�� at ni��t. �arom s���et lc� �u«ri�e �lie ��nt�actc}r shAjl Curnis�x ;►nd rr���t�#ait� at t�ask one casriy visibie �urning lighi at �ac� banic�a�e. A�uftic;i�nl �urt�b�r af barr��a��s s�xail be erecte�l a�ci �ai�Lain�t� to ��� ��c�es�'�� a�vay #�om, $n� veh���es fi•o�n bei�g driven on or int�, an}� wor� unc��r ��-6�3} c��struction or i�e�st� iu�inta�ne�l, T}�� �ontractor sh�l� �urr�is� w�t��r��iY �<� �€ee� �he� �t# lheir r�s�3c��;tiv� a�sir�r��r�ei7ls 1�� ���ff�ri�R�# n��r7�i��t�s �n �rcrtecl Ihe wn1�k ��»cl r,reveni au���ce��t� o,r ua����c. A�� i�s��liat���ns an� procedt�r�s slta�l I�e coi�s��tent w�t� �rovisio�s �et for�h ir� th� "��8� Texas �vlan�a� on f.7��`0�� Tra�i� �onirol Devi�es f�r �freets a�d H.ighways" �ss�i�ci under the ���tk�ori�y �ft�te "S�ate of 1"�xa� [�niform �1ct l�egu��iir�g T�`a#�lic a� kli�hw�ys", �odifietl as Ariicie 6'7Q1� �femr�'s �ivil �tatues, pert�n�ttt s�c�ion b�irt� �e�tion ���. �7, ��, 30 �nd � 1. 1'l�e �oritr�►�t�r wi�� not r�move any r�gul�i��'y �ig�, ins#ruc��on�l sign, st��e� name sigii, or other si�r� w�ic;l� ]��s beer� erect�d by tl�e �ity. C�' i� ys de#��tti�reci 1lx�l a sign must be r�Cn��ed to p�err��t recCuirCd �:t�n�tr�aCtia�, [he �on#ractor sh�ll c��tact the '�`�t�rts�vrt�#ion ai�d Pui�2ic W��ks Departt�r�n�, 5i�s x�d I��r�u�gs Divisinn ������e nurnb�r $'7]Y�U75}, to re�ov� #he si�n. In �ase of reg�l����}� sig�ts, 2i�e �ontra�tor rnus# re�lacc i�h� �ermaner�t s�� witlt a#empo�'�t'y �1gr3 rn�e[in� ihe r�q�ir��ents o,�� tlxe �bUve re.���i'ed �n�ru�T and �UC�'I L�Tll,�7471'Fl[j► Si�il !"fIU$t ilE I[7`3�i4� I�{� J?iIOF �� iL1C !'�f]]QV�C Q� �1� �tlfl�R�11,t 51�"T1, 1!' l�re femporary ��� is nat i�stalleci correcil}� r�l' ifit dne-s �ot meet ihe r�q�tred s�ecifi�afii�ns, i�ie pc����ner�c si�r �I��11 !�e left in p�ac� ur�li� tli� teMr�gor�ry si�;m req►�i�'err�er�t� are inet. U4�h�rt s:anstructioi� w�r�C 3� curr�piei�d to tl�� extent tl��� �11c pern�ar�e�� ��g�� c�� b� r�- ir�s��l�etl, t�te �o��racxor sh�Jl again ���.t�cl i�t� �igns �d �arki.n�s 1)jvssjan to rc-insl�ill xhe �ert��ar�e�� �i�;n �r�c� sh�Ii lca��c ��is tem��rary sigrt tt� plac� un�il �uct� i�-i�stallati�n is cor�t�rle�ed. '['��e C'or�tra�tor �ill he [ieid r�spon��ble foe �li �3am�g� �� i�e �voz'k ur �t�e p�b�ic d�e to f�ri�ure of bartie�des, s��ns, �`ences, liglxis, or watclu��x t� pr�tect themr, W��en�ver �v�r��nce i� found of st��� darr�a�� ta tlYe w�rk ih� �nguiee� rn�y order t�e ��m�g�d partivn imm�diate�}� rerr�ov�t� ar�d repl�ceil b}� i�re �o�ttr�ctor �� the �nntr�tctor's nwn �xpe�se. 'I'11e ��11[ractar'S re�pon5i�iliiy for lh�. n�ai�xten�nc� af i�ar�`x�ad�s, sig�t�, f���ce� �tkd lights, an� far �rovidi�rg �v�tc.h��e€� shal� na� ccase �ntil I��� prnject s�ya�l ha�rc: be�n con��l�t�� ax�d acc-��te� by tlic �wiier. i�10 coinpcnsa�:or�, �xcept as Speci�c�lly �ro�ld�d in tLtes� �ontr�tc� Doc���xts, wi�l be p�id io lhe �ot��rac��� f�r the V4�'�rk �rid ri3�xe�i�is i€rv�}lved in ti�e co�stF��cti�3g, p�ovi�in�, a�id matn��i�ing �f b�rricad�s, sigrfs, #��nc�a, �nc� �i�ts or �al�u-ies �f �vatc�e�, for t�x� �b�ti��ni� r�in�val and t�iap�sal o�' such baaiead�s, s�gus, �r �'o� a�ny ot1�eN` i�cidenta�� n�cess�ry f�r �i�e pro�rer �rot�ction, �afety, and conve�u��cc of' the �ublic duti�tg tlie cor�#rac:i peTiod, as �lus work is consi�ered to �e subsidiai� to Ih� �ev�xal ite�s fo�r whiclY t�nit or �urn� sum �ri��s ar� req�ested in the �'�`opas�l. C�-6.9 �.1�� [�k E.�C�'f.��i�l�� DF��P W�lCl�7', �T�;.: �Iioutcl �,� �oz�Er�c�r e�e�� to ��s� �xplasives, d��� w�eigh#, ���., ie� i��e pr��e�[�tion o�f t��e v���rl:, lhe utrnt�si c�re sh�l� be ex�rcisied �l all #irries sa as n�i t� end�r��r laf� or praperty. �'h� �ot�cractor s��3� notify t�e prope� s`e�a'eser�lative oC aiiy ��iblic s�r�zc� �orpc�rt'aii�t�, �rn}► cr�r��pau�y, �ndiv�duaJ, r,r ��ility, �uxd ��� C]wn�r, t��t �e�s t��ux twet�l,y-f�4� �t��rs in ad�rat�cv c�f the �se of any ��-6{4� actfvity w�ich migh� damage or er�dange� their or his prop�'E}� a1��tg or ��l�ac�t�t t� ti�� vrr�r�C _ �'i�re tly� use a�' expl�si�+es is l� be pernit`lted o� tl�e proje��, a� specifie� tn t�e �p�ci�� �ond�ciot�s Documen�, ar che �M�e of �x�plosives is ��c�uost�, thc �ontr�c�aF sh�ll s�s�mi� r��lic� to #lie En�eer in writir�g tweni�}+�fo�r I���r� prior t� �omm�r�ci��g and slti�li �'urrtis�� e�ri�cnc� l�,at he �as ir�sur•�uxc� �overage t� pFot�ct �ga.inst �v dan�ages anc�Jor ir�,�uN7e.� ar�sin� �u# ofs�cl� �� o�e�cplosives. ��-C�.1 E} 11��I�K WITHIN �A,S�ZV1��1`�`5: Vl���ere t}�e �voF�C �asses over, il�ugl�, or into privmte prnp�rty, the �wr��� wi�i pr�vide suci� �i�l�[-of-v�rz�y or �s���er�t �rivi�e��s, �s t]�e �i��+ 1r�}� deem n�cessary foF tl�e prosec�i�ior� of t�e w�r�C. Any �c�ilivr�al r�gl�#s-o#=wa� or w�r�c s��ea consid�tetl nec�ss�try k�� tt�e �o�tt�'�c�ar s1��1� t�� prov�de� by ��irn at h�s �x��iise. �u�ii addi#ion�l r�gl��syof-way �r v�+aX`� area shall be �cq�ir�� fa� tl�e �e�e#'�t of tf�e C:ily. �h� ��l}► st�all �� r�ali�i�d in writing as to ti�e rigl�ks s� acc�t�ired befa�e wori� begir�s irt il�e at'��o��d ���, 3`�e �ontr$c�or s��Jl na� ei���r np�n priva#e �ro���ri� for �tt}� purpasc wjtl�ou€ li�vin� pi�evi���sly a�ta.ine� permission fro� tl�e av�r��r t�f s�ic�t progerly. Tli� ���tra�tor will r�a� bc allowcci ta si�re �qui�smer�t or rn2�i�rial on pri^vate prop�rty �wles� �atl xu�[il lhe sg�cified ��pra�'v�l of l}�� pro�erl}� ows���' h�s be�� s�c�r�ci in vari#i�g by �e ��t�fiacxor arf�$ a co�}r fu�nisl��d t� th� �r�gineer. Us�l�s� specifi�ally ��ovid�d oth�rw�sc, t�e �or�#r�ctor s�r��l c��ar a�i righ#s�of-wa� or eas�enf� oi' o�skr�cE��t�� v�lyicY� rr3ust bc rcir�ov�� in maice possib�e proper prose�ti�tion o�khe wa�k as a��rc n�'t�x� project c.��st��uc#ian operatior�. 7'he �onlr�tct�r sl�ll �e �e�:�onsi�le f�r the pres�rva#ion of and �]ialS ��se e�ery pr���u�io� �o pr�vc�t ��age [o, a�� t��ess, s�truhbe�y, p�ant�, lawr��� ����ces, culve�ts, �:kKrbit�g, an� all other �pes of stru��es or improverr�e��ts, to aIl wa#�r, scwer, �tti� g�s �i��s, to sl� con��i�s, averh�a� pole ��nes, or �ppui't.er►�c�s tl�ex'e�ft incJt�di�g il�e co�sri•�c�ia�y of te�pc�t�a�y F��c�s at�d to �rll t��l�e�' �ub�ic �r pri�a#e �ro�rty ad,�acen# 4� �l�e wor�C. 7'I�e ��r�tra��nr s��ll rt�#f�y �te praper r��resentatives �f tlie owners or occup�nts o#� t3x� p��rlic qr �riva�� lands of ti�t�rest i� lands which ����ht b� ��#`�cted b} tl�e wor�. Su�� notice si�a�! bc rnade �t �east �#S bot�i'� i�� �c�valxc,� o� !he �egit�ttir�g of tl�e ����r�C. N�t���s s?aall ir� agplic�b�e �a both ��►biic tu�d ��ivate ��ili�y c�r�p�nies or any corpora#io�, �or��ar�y, ir��i�id���,�, or �i�ier, �it�er as �wner� qr ���;��ar�t�, whos� �au�c� or u��e�est i� ��xnd r��i��t �� �t�e��ed l�}� the wor�C. 1"h� �o�tr�ctor shall be r�s�ar�sib�e t�r al1 c�am�►g� ��' ir��u,ry #o progerE� n� a�ty c�arac:ter re�ultin� fi•om �ny act, omiss�ot�, r��gl�ct, nr ini�conduct �n the masuier o� method �r exec�tio� of ���� w�rk, or 2►t �ny ti�e �u� to ��fective v���rk, mat�r���, o� eyu�prne�t. �Vhe�� snd �i�e�� any direcl or i�direct o�� ir�jury is �c��� t� ��u�lic or �rivste �ro�erty o�7 �cc�nunt �#` �ny �c�, or�issir�n, �teg��ct, or inis�an�uct i� �lse �xc�ution of't�ie v�r�rk, �r irx c�n�equer�ce of �zor�-executi�n th�re��" oa the .�art af tl�c �on��ctor, I7e �h�ll restore oN• ix2��+e resir�r�d �ts h�s co�[ and ax�tis� such property to a condi�ian �t l�:�si ��u�l to t��uk ea€is�ing L�c�'�re s4�cly �amage o,• i�,jury r�v�� don�, by repai�ing, r�bui�c�ing, or otlY��wise C6-G�S� rep��cing and restarfng as �tt�x}� be d�rec��c� b�r the Owr��r, �,r he ��all m�� g�od s�ch �s�m���'� r�r tnt�rr+� in :� n���E7n��� ttc��t,�;�F+�t� to �he nwr��r ��Ffiti� nrt+r.+eM�ry �,r��i �he ��n#�ineer. All fenc:e� enc��nt�red z�nd ren�ov�d dusin� �oi�sx�aci�ian oi' this projecl sh�li be t�es#�red tu ilte �riginal or a i�ei#c�r kli� �ri�al �ond'siio� upon �or�pl�ti�n �f t�is project_ �J}t�n ware f�ncing, �i��er wtre �n�s1� or ba�bed �ire ts ta I�e crossed, t�xe �ontr�c�or ��ail set ci��s ��a�e posl� on ciil��� sid� af Et�e �er�t�a�Y��t� easemer�t h�fore ll�� #`encc is c�#. �ho�tJd ac�di�ioi��tE fer��e ��Es he ne��s.�ary, th� ��t����actc�r sh�11 p��vi�e cross-brsced pos#s a� �l�e point af t�c propose� �ut �n a�dition to tlie crnss �r�ced p�sts provided at t�e permanent e�sei�euts l�mits, bef�re il� fence is ct�t. T�r►t���rary fen�ing shall �ie erected in p�a��e s�#'the t���ir�g rernove� wl�e�xever #he wnrk is i�at in p�gres� a,�td w��tt the s�t� is vaca��d ovezn��ktt, andlor a� al� times �o ���vent �i�+e�tack from �r�te�i�g �h� �ans�ction ��ea. 'Th� cosi for fe�c� ren��v��, i�mpor��y �los�ar�s z�d repl�ce�nent shal� be s��sidiary zo tLl� Vc`iCl�li4 iterns bid in lh� pres�e�� �,�x��aul. Ther�f�re, r�cr s��erate pa�rr�er�# s�a�l l�e a�llowed f�r any s�cr�ice �ssociated w�t�x t�is wor�C, � ca�e of f�i��re ��. the part a� the �a�tra�lor to res�ore su���, property �x� ic� �na�ce �nc�d s�a�l� �a�n�g� or �n�ury, �h� C}wi�e� r���. u�on �$ liour wr�l�en nof.icc tiui�er ordinary cjrcunostances, �� withatat r�o#�c� when a n�tisa�c� �r l�azardo�s cot�di#ion re��l#s, ��'��e.�xi to t�p�irt re��uilc�, o�' otl�erwise r�stor� su�ts pr�perky as rn��r k�e c�etey`rnxi�ed by t�e (�wne� to b� �tec�ssary, $�d th� cos! �1a��'�bp will b�; dec�uct�d �'rom �ny tii��ies d�e to or to becamc du� t� t�ie Contractor �n�er tllis c�rr�•ac#. CC.G. i i t�l E]F��.I�! E]��1"f ��3�'I'F�AC�`QR; i# i� �n�erstoo� �nd �g�ced by tlte .� partie� lie�cto thai tl�e �aniracior siiall ��rf�rrn �II wark and services k�er��antier a� �n i.ri�ep�r�dent c�ntractor, �nd rrcrt as iSi] O�1G��� aget�t, s�rv�nt, or �tnp�c�}�c:e vf ��re {)wn�r. Cor�ira��c�t s�x�ll l��ve excl�s's�+� con�r�l o�'�nd ��c�elsive r��1�� to cor�ts�ol il�e ��#ails o�'aIl v��ark �nd servic�s �erform�d �ereur:der, ar�d �1� persoi�s �er#���min� t��e sarne, a�d sl�al� �e s����y r�spons�ble �`vt #li� acts a��l o�ri�sio��s of it� ofC��i•�, u�,e�Yts, ��•�f��xts, . e��xplo�ees, c�nt��acloi�, subcor�xi�actcsrs, lie�r�s�e� �d invi�e�s, '�"�tie �a��rir�e o�F Kcs��n�e;�t s�perior sl�all not ap���r as L�etwe�n �wr�cr �nd C'ontractor, its o�f eers, a�ei�l�s, en�pioyc�s, c��t��ac#ors an� s�bco��i�'acta�s, anti �i�lhii�� i�crein s11�L1 be con�iru�d �s c��atin� � �ar�n�rs#iip or j�int eizte�'prise be�t�veei� �wiier �d Conlracl�i'. ��-b. I 2��1�1"Y'�r1�7'��'S I��S�(�I�Sif3i�['1"�Y N�T� 1]�N�AC�L �Lh�lU1�: C;ontractnr cavenar��s an� a�re�� to, �td does li�r�b� indenuiify� 114�� �!�£f�]i2S3 &�� {����l1� �Wll��x �ts o,�icers, a���nts, servan#s, and �m�l�y�es from a�d ag��rrst aiiy a�td �!� c�aizns �r suats �'ot' gy�upe��l�r dam�g� �r �oss ar�cllar l�e��onal ir,j�ry, Fn��udit�g d�at.�, to a3,}� and ai I�ers�r�s, u#' w�at�oev�r k�nd or �h���:tcr, wl��z�r r�al o� asscrlcd, arisi�� out �f" or �n c��r�ection wi#h, d4r�c�1}� or ind$rec�l�r, ��x� wor�C and s�rvices to be pe�forinec� �ere�in�er b}� i�+� �on�r�ctor, zts off c�rs, �gents, �m�loyocs, coatracto�s, su�co€�trm�tars, �ice�see� or i�vitees, 1�1�tIl�F OT ilOt L:�U$�, in w�a�� �r i� �p2�rl, b}� alleged �e����,er��e o�� �lt� ��urt ofi ���icer�, agents, emFta}��e�, contr�ci�rs, s�b�crn�ra�:�o�`s, ticense�� or �nv�#�es �l' !�e �6w6(6) �u�er; an� s��� Ca���•actor does her�b� c�o�+enat�t az�d agr�e i� asswxt� �l 13abslily �tnd r���oi�sil�i�itv c�f �waYer. its nfficer�, a�e�Es. s���k�a�i��. �tti�l e�r��iav��s fo�' �rr���e�-I'� c��rr7��� or �c�s�, au�ir{��� person�� ���.�u�i�s, �f�c�uci�r�� u�t����, ►� �aty �,�wl al� p�X'sca�Y c�� wG�:�t�u�:vex ki4Xd c�r �}�arr��t�r, w�ether r�eal ar asserted, ar�sing c��t of or ifl con�yec�i�n w�th, dir��tly or indirecti�, t�re +���r�C and s�rvi��s to b� perfur�n�c� h�reur,d�t �y tt�e �a�tract��, it� c+f�"�r.�rs, �g��ts, er�xpl0�+ceS, cc�r��ractars, s�bcor�tractors, �icenSces ar in'vl�e�s. r�v��lher �r r�ot ca�s�d, ir� �v�o�e o�' �t� �tpart, �y a1l�ged aeglig�nce of a�`ficers, ag�t��s, ��'npl�y�es, co�ttra����'s, s�bcor�tr�ctor�, lic�nsees or ii�vi�ees o� lhe �v�me�'. �onf�'�c#�r lik�wise �a�+�t�an.ts aircl ag�es t�, �nnd d�es lyerei�y, inde�n.ify an� �oid h,�x�les� �w�er f�orn ar,d agai�st an}� and �ll injuries, ��ss ar �i��ges �o p€oper�� o�' t11� C}v�mer duriryg t�e perform�ncc of �r�y of tiye tei�ns �n� ��ndiiFot�s �� tltis �ar�lr2tcf, vvhethcr �rising ��� of a�' in �orutectian wi� or r+es�ftiug Fraro, in rvi�ol� o�' in apa�'�, at�y ai�d aJl �Jle�ed acts af ornission of of�icet�, ag��#�, �rnpjoye�s, �o�ti�a�tn�s, s�bco�tractors, �i��r�s�es, �r i�vit�es o�' the ��xer. In tl�e ev��it a v�+ritt�t� ��airt� for dai�tages against the �onri��tor or i.#s subcontractoxs r�m�ins unset��cd �t the tinie �ll vwork o�n 1,h� p�'c��ec� h2►s be�� �om�letad io t�e s�ti�f���tior� o� ti�e Dir�c�or �f t�e W�#�r De�ar�me�tt, �s �vider�ccd �y a fi� sns�ecti�n, �t��l pa�r�t �o tJt� ����tra�:tor �a11 not be recomm�nde�l �a il�e Direc�a� of #h� W�ter T}�artmen� for ��eri,od �f �0 ��ys a�t�r t�te date of such final insp�tic�r�, �r�less the �or�tracto� �1�$11 st�brnii wri#tcr� ev�den�e sa�tsfa�iory lo #1�� bit'ectort tha� tl�� c�aini h�s beet� set��ed anc� a release has heer� ab#,ait►ed fi`�rn #he cla7rr�ar�t inv��vvd. I#'�l�e �laim� �or►�ern��3 x�mains unsettled �s o#�the �x�irAtion �ft�e a�ove 3��c�a}� periv�, !hc �onlx'actor in�y I�e d�e�xed �a b�e entirled to � s�mi�#'in�l p�►�n�e�xt ft�r worl� coin�Iet�d, �u�� s�mi-�inal ��tyir�ent to be i� fih� ��v�ant eq�aa� to 1.�'i� �vf�3 dol�ar �rrKount the� d�e Icss �e d�llar va�K�� o�' ��y wriiler► ���im� ��xdi�g agaius� the Cort��c�or arisi�g out oF �e�for�nance of su�h worlc, ar�d ��ch se�r�i-1"i,�al pay�txent rnay tl��n � recnmr,�er�ded bv ��ie T�irecto�. Tl�c �ir�c€or shall n�t reca�nend fw�l �a�+m�nt t� a�onir�ctor aga.ir�st whorn suc� � ciaim for r�a�r�g�s is au��tariding for �x �eri�d of six m��ltl�s �oliawi,�g the da�e o�' t�e �cce�taxYce of �e v�orEc pe�'�`vri��d ur���ss tl�� �oi3t.rac#�r st�b�i�s cvide��ce in writing sa�is��c#ot-y tal �� Diraector �I�st: �. �'hc ciai.m ��as h��� senl�d an� a i�e�e�se l�as �ecn obt�used �ro�n th� c�aimant iuva�v�d, ar �. �oo� fai�h e�`ort� hav� been m�de �o s�ttic such outs�€�ding cl�.m�, �fld sualx goc�d faith �fforts l�av� #'ai�ed. I#` cot�di�ion �1� ab�ve is Fnet at an}r time wi#lYjr� il�e si�t tx�onll� periad, kDt� Dit�ector s�y�ll re��xritxxet�d t��t the f�n�l p�yvaent ta �lie ��r�tra�tor 6e st���e. If' cond�iit�n (�� a�av� �� rr�et �t �n}� ��me wiilun the six nYo���h �eri��ci, lk�e I�ir�ci�� m�y ��can7�ner�d that final �ayment ta ��e �o���ctar be tr���de, rlt tl�� �xp#�tti�ri of t�e six inoni�� geriad, Lht C6-6(7j 17trector m+��y recom�ncnd tlyat #ir�a� �ayrne�t be .r�n��e i!` �11 ott�er r�rot�k l»s b�er� �erfn��r�s}ri ��nri t�l� c,lh�r ��+lis��,�inn� �f #he C'nnr��artor }t;�ve hc�e�rr m�`t f<} I�f�r satfs�`a�;f�c�n of �li� l�u•�:ckor. 'T'I�� l��ctor nta�, if l�e d�ein� i� �p�ropri�xe, r�fu�e to �ccep� bids c�n ot�er W��er L)epar��n�nt �c�ntr��t work �r�ra a C:onlr;�cic�r agai�st ►�vhom a�lairt� �o� damages is ou�staixdit�� as ��es�it of �vork p�erfo�incd unc�er a�it�r �onlrac�, c��-�.�� ���r{r���r���s ��,�n� ro� ���a�;�: si���� t�� ���,��c�r �i�i� r,t�m�ens�t�an fo� ait�+ a�le�;e�l �arnage b}+ re.�.son of 1�e acts ar arnfssions ofti�e Owrr�r, he sh�l wi�l�in tku•ec days aft�r thc ftcctuat �ustai���ng o1's�acl� �legec� d�ma�e, m��Ce a�vri�ten sta�e�n�n# #o ��e Engi.r�eer, s�ttin� ��t �n detaki t�� r�at�r� ol't�� al�eged �ar�age, and �rn or �e#`a�c the ��`�` d�y o#' th� �x�onth suc�cedi��g d�at i� whscl� artt �uc� datr�ag� ys cl�irn�xl t� 1��ve be�n s���ained, il�� ��ntr�c�tvr s�a�l file wikli th� Fzn�i�r �� itemi��e� sta�e�ent a� t�he details and ti�e atr�o�� �f ��cI� �I�e�ed d��n��e �td, e�pat� requ�st, shs��l giv� �he Engin�er a�cess to all l�ooks �� a�cuunt, �ec���ts, v���l�ers, bi1Ss s��' ��diug, �d a�l��r �ooks or patre� cortt�ining a��� evide�ice as to tk�e att�o��t �t" ��ch al��g�d datt���e. C�n�es� stxcl� �tal�enicnts s�iall be ��eri as hereit�al��ve reyuired, �l�� �ontr��etor°s clai�a far �o�r�pens�iion s�all lre waived, ar�� �te ��I I not Fa� entitled to p�yrn�nt an �cco�ant a#'s�c�� �au��ges. �6�b.14 A�J�J��"MLNT �� f�I_U�A'T`�C�I�J �F PiJBLi� L}TT.I.�TFCS. �TC'.: [n �ase �� is �ec�ss�ry t� ����r��e, n�o��, or alter i� �y �na,�ne� �1�� �rop�rty vP���u�l�c utilily or �th���, thc said prnperty� s�a11 s��� �e mo'v�d or i���c�fe��€� vvst� u��il orders ih��e��o� liavc b�e� i�su�d b� �he F.��ii�eer. T�re �igh[ is �e�e�+e� to lhe o�n��`s o�'gublio �at�iii�ics ko �iy�er t�e gcographic�� lirrx��s ah'ti�c �o�t�ac� far �h� pu�pose of rn�cing suc� c��n�e� a� r�p�i4� t� tli� pro�erty th�k may be �reee�stiry b}� #he �rer#'orrn�ce af ih�s �oni��ct, �;C��6.1 � T�I1�F'�i�R�' SE�i;R �� Di�IA! t;Os��] E�'�'F�1�S: W]���� e�ci��ir�g s�w�r 1#n�s h�v� to b� tak�n ��p �r rernaved, #1�� �a�trac�o� s��al�, at l�is owr� expense and c���, provi�� �nd mAir�t�in #�r��p�,r�ry� ou�l�t� �iid cont�c:ctic�a�s for alF priv�te nr �ubl:� �r�r�s �,aci sewers. T�e �or�tractor �l�ali �Js� ��ce ��re o�' �ll �ew�ge a�tl dr�i�tag� which will �e ��e�ei�v�d tF�r� lli��e drr��ns ��ci �ew�rs, snd tor tlifs p�r�rnse �re sl�all peo�+ide ��d �tt�ntaiiis at Ivs own c�s� �r�cl ��c�etrse, adeq�i��e p��n�ping 1;�ilities and #e�tpor�i•y� outleis �r dxv�ss�n�. '�iic �o���ractor, at his ou�n cost and ex�en�c, slt�l cons��ct suc�t t�ug�s, pip��, or �lher �t�uc#�res ne�ccss�ry, and �e ��e��rt�d a! all l�iines co d�s�ose of �rainage and sc�v�g� �eefc��ved fr�m tl�cse tcmpowary con��ectior�s ►�1tii s�ch times �� tl�e perma����t ca�iec�inr}s are huilt ��d are in se�vice. '�'he �:xistir�� s�wers a�d e�t�necii��s sh�li be k�pt in s�rvice a�d m�intxxined �an�e� #i�e �onkrac�, �xc��t when s�eci#'sc� o� ar�ercd �o be �b�ado�ed b}� #hc Cy�gitx�er. �111 w�E�r, s�►�+�ge, �r�� o[l��r waste si�a11 bc dispose� �� ir� a sai'is�'�clory ma�rer sn #h�t t�o nt�isax�ce is cr���ed And so tha� thc work under construccion wili I�� a�eq��a���y pro��cted,. �(-�(S� C�-b.�G l�RRAi���ME.i�1T AND �1-�.�'�RC,E� �'�lt �ATEIt �'��S1�E�D �'Y '�"I� ��� � T ' ���Y�71 � fT�+ �I�rlfwa('rf4i �ISC�7Yt�C TF5 11�'s ��13' �Sh�!#sT' +77 f'{L11T1P�'.t+fxF1 ��.'1T�w ;1?l�� �'tiT+�� fi:{'.�T{}Tl w�rk, ixe 5b�J1 makke compl��e :��� ��ut�ra�.�or�` }1F�e'I[3�'�.�ac��ts ���th �h� f{o� ��'(7rii� �:it�. Wate�- �epart�e�t for s� �oA�g. �i�v wat�r ��ed t� �E�� ����ra�ior sl�al� be d��iv�red to tlyc ��n�r-actor &c�r� a c�c}�ne�t�c�r� on a� exxsti�g �i�y �ain. �il pip�ng r�c�uiFec� 1��ond t�e pa�nt of del���ry shai� be insta�led by �he �on�a�t�r at hfs own �xp�tse. 1�r� �antr�i�tor's respor�.si�ili�y in th� us� o�' al� e:�is�ing fire l�ydraa€ andlo� �•alves is �ietai�ad in �ccti�� ��41.� �.TSE �F �� HYDI�AI�T� A�} 1JA�..V�"� �r� thes� {a��eral �o�tra�t �ucumer��s. 1�4'he� metcrs s�e use� [o measure Ll�e wat�r, th� charges, �� any, for ��a#�r will � made �� th� reg�ar �s�a�lish�d �t�s. 'W�xen meters a�c no� used, �he cl�e�, if an�, wil� be as pr�scribed by the �iiy ordi�ance, o� �here no or�iinsnaes ap�li�s, �aymen� sh�li be �n�dc or� estit���es and r�te� established by the Dirc�t�r of t�e �ort ��rth Wat�r i��a,rt�ment. � 6-G. l7 iJS� �F A���`�'I(�1� C}R �Q1�7��� OF 'ITI� V4���: �h�eve�, i� 13�� np��uon nf thc Er��e�r, an}� s�c�ion oF portio� �#` the wark or any structur� is in str�#�,ble c���tior�, it ma,� �re �ut into use up�r� t�c w�icte� ao#�ce af t�e Es�gineer, ar�� st�clt �s�ge sh�ll not i� �cld t� ba in �u� wa� an a�ceptanc� of said �uvork o� s�uctu�e €�r a€�Y pari th��f o� as � w�aX�er o€' any of ih� �arovisior�s af t�iese C�at�tracl Doc�neMts, �111 r�e�s�ry m�ai� �nd r�m�-+rais �f�y scction �.f ��ie w�rk so gut int� us�, du� to de�ective ma��riaL� or worknu.an��ip, ��tu�me�i, or ���i�i��t �p�x�#iot�s or� the �t'E af the �ar�#r�c�or, sPjall be p�rfarmed by t3�e �o�lr�ctor at his e�p�ens�. ���.�$ �OI�1�'R��TOR'S I�F�P��l�I}3ILITY F�R'fl� �47�T�K: �Tr�ti� wriiten acc��tsnc:e �y �he Ow�er as pr�vi�ed for i� #�te�e C'ontra�t Documen�s, t�� wo�lc sha11 �e und�r t�e ctr,�rge an� �arc of �e �ontract�r, ant� he s�l] takc ev�ry n�cessary pre�ca�r�ott tv preve�t i�jury or dar�r�ag� t� t�e wor�C �r any �art t�exeo{ �y action o€' t#� e�ements �x fr'�m axt�+ cau.se what�o�v�r, whether �risi�xg �'rom i�� exccutio� or r�ar�ex�cu#in�t �f ��e wor�C. 'l'he �o��rac#or sl��l re��ld, �air, resl�m, ar►d mai�e goad at �is own e�pcn�e a1� in��r��s or d�ge �o at�y p�rt.ior� o�' 1�ie we��k occas�ortead b� an� of �h� �ereinahnve causes. �6-G.19 T�I� R��EI� �� LEC1�I. R[��i'TS; Ia��ction by the F��ecr ar ftrty ardc.� �}� t�e ��aei b}+ p�yrneat of rnoney �r any p�yr�tent #'�t o� acceptat�ee of �y w��l�, or ar�y exter�sio�n of ��, ar anv p��session �alcen by ��� �ity sh�� no� op�rai� as a wai,ver of a�}r g�o�ision o� the �����t �ocu���i.�. An� vwaiv��' o#` �y breach or ��r�t�act shall not � l�e1d to be a w��+�r of ar�y �ther or subsequent b�'cach. '1"�te Dwner reserves �he rig�� to corr�ct any er�or �t�a# �ay bc disc���red ir� a��+ estim2tte t�at may l���a �ee� paid and #� ad�usC tlze s�m� #o rrre�t t}�e rec�irert�ents of �he �o�lxact Do�u�nen�s. �6-C(9) C'.��fi.�fi� #�F,R��.'�\ir4�, i_T�1��I�.T'�'V �n� �� rF3f rr`� ��'FYC�i�.�.�- i�, t-;?m�r��* r1i�� #�� �ro���is�� ��i �l�se �o���act l�t�c:u�¢t�sts c�r ut �:x�rcisu��; ar�y p�aw�er s�i au��urit� �r�r,t�.� t�crctii�dex, �ere st�all b� �n li��il��y upo�n �e �4lt�orized iepsesent�ti�re o£ the �w�er, etther ��r�o�ll�► �r olh�r wise �s kh�}� ar� ��e:nls ar�d r�prese,���tive� o�ihe �i�y. �6-G�2�1 �"i`ATE SAiaES T�1.X; Dn a cax��rac� �w�'d�d b}� t�e �i�� of[ ��r� 1�orth, and org�ni�ion w�i�h ��alifies for exem��iott pu�'s�nt �he provi�i��� n� Artic�le �p.04 (� a�'th� 'Fexas Li�nitc� ��es, �x��se, ��td LJse 'fax �.c�, the �o���ct�r m�y pwr�has�, re�c or lea9e �ll �aateri�s, sup�lxes and equi��e�t �s�� or cansu�ed i.a �tte perFc�rm�nce o�' il��s contr�ct �}� i�s�ing �o hi� �up�l��' an exer�xpt�o� oe�[ificat� in li�� of the tax, s�aid cxemp�io�, �e��ate t� o�rnply wit�i �tate C'�mp€roLl��'� �u�ing .�07, l�n� such �.�cem�t�on ce��cat�e �s�u�d t� the �ontr�or in lieu �f tite tax s�all be su��e�t to anc� si�al� ��r�gly �vi� �e provi�ion of �ia[e �am�it'oi�e�'s �u�in� .O1 �, an� a�y otl��' �Pl�ca��e Sta�� �o�p�o�ler'� ruli�ag� petta�ning #�n tl�� "�'exas �imit�d S�Ies, ��cis�, r�n� iJsc 'F�x Acx. Or� a contra�t swart�cd by a d��►el�p�' fo� #�ie co�s�u�1a�� of a pu�lic�y-�wner improv����t in � str�e� right�oF w$� a� �t�er ea::exnent �hich �a� �en de�d�c�ted to �kie publ�c a�� t�e ��ty of �a�t Wo�th, � orga��x�t��� w'hic� qus]i�ie� for exerrx�ii�n �ursua�t thc provisio�s of Artrc�e �0.{}4 ��} o,� t�� '�exas L�mited Sales, �xcis�, and �l�e Tax Act, �he �or�t��ctor �2�.n �p��b�b1y be exea�pted iB #he st�r€te m�nr�e�' state� ab�o�e. 1'��ca� �,��itec� �aies, Lxcise, �d Use T�uc A�i p�rrnit� and informati�r� can be o��in�d from: ��rr�p�tr�tler afPubjic Acc���s �a1es �'ax Drvisioa ��pi�ol �tation Austin, T� ��-G(] �) ���'� � - ��L�ni. �o���arrs �"7-'7 I'Ft�}��:'C'TT'T7�}�# A�}P�C}Gl���S ���TIOI�1 �7-7 Pl�����[J`� [0�+1 AI�I3 ���CRE��: �7�7.1 �UI3J..�T`TI1�C: '1i1�� �onir�etor ��a11 p�r�'vm7 v�+i!!� l��s ov�m org�n�z�iior�, a��d �i#h ihe assistar�ce of wori�cr,��, x�r�c�er �,is i�r,rr�ed�ato su�r�rinten�a�rc�, w�r� oi a v�l�N� ��' not l�s� tl�� �fty ��U°�o� percent of` lhe v�l�e ert�br�cc� nn t�i� cont��c[, IF tl�e �o�t��tor s��slcts an}� �a.rt of fihe wark to �e r�o�e t�t��er ih�se ���t�ac� Doc�sneat�, he wi�1 not ur�d�' sn}� cii�cums#�c�� be r�li�ved o#"the respot�s�bs�i�y aud oblig�i�ion assumed un��r ti�esc �`an�rt'�ct f�ocum�r�xs. All lran�actinns of the Engineer �ill h� w�lh th� �ontrac#�r. Suh�uon#rac#ors �v411 be c�rrsfdered o�Iy ll1 t�ne ��p�cil� of �rnploy�es or w�rk�ne� �f t�e �onfi�A�tar �r�ci sha�l �e s��ject to� 1ne sau�e r�ec�uirements a� tv charact�• and comp�ten�y. "I�e �w'txcr will n�t re�o�iae an� s��rcontr�ctor on tl�e work. T�e ��t�tr�ctor sl��Ji a� a11 times, wh�M thc work is it� npera�io«, b� represcnted eiLlt�r s�t �er�on ar 1�}� a superi�tten�enL or ot�e� c�e�3gnnte� r�resert#ativcs. �7-7.� I���IC��1F.�V'� �F G��TR��'7`: 'fhe �o��kraclor sl�al1 not assig�t, t�-ansfcr, s�xble#, or �iherwi�e di�pose �fihe �unirac� nr his �ighls, title, c�r intex`est �r� or to tlze s�n�e ot �ny p�rt tin�reof w�#lYo�tt #1�� �r�vi�us consent o#`the �ex expr�ssed b�+reso�u#i�n �f the �aty �ouncil ar�d concu.rrad iri by �:he Sureties. lf i�e �vn#rr�c�or dc��s, wil�x�u! such pr�v�ox� cans���, �ssign, t�'ax�sfer, subJc#, conv�y, or o1�e�wi�e dispose of tS�e c�ntract or lsis rig�rt, title, or in�ei�esc thereia o� �xy �rktt't tl7��F, ��� �sxy �e�so� or �er�t+ns, pas�tn�rshig, compan�, firrr�, or cvrpor��i�i�, o�' d�es b}� �aarr�c�upt�y, vol�ttary �r involu�ttary, or by assig�en�. �uYdei th� ir�so�v�nc�+ I�ws �f �y sta#es, att�e�pt t� da�pc�� o�ihe �or��rac# may, �t �SY� ���ia�3 of �1�� ()w�yer be r��Fok�� �x�l �ul�ed, k�nZe�� ���a Sur�ties s�a�l succ�ssFu�l� comple�e said canEra�t, a�d in the eve�t ot a�y su�i� re�ocaiion or ar�r�tiinicnt, a�ty in��Y��s du� nr #o be�ornc d�e �ndeF �t b}+ virt�e of sa�d c�r�t��a�t sl�a.2� be retaine� b}� t�e �}wn�r as l�c��i��t�d dama��s for tbe rc�sc�n �hat �t w�uld be i.r�pract�cable and ��ctre��n�ly di�cui# �o fix the a��ual t��ua��. �7-7,3 �R�S��iJ'I'1(�F�1 OF'T'��� 1�C}RK: Prior to b�ginning atti� coi3s#r�tctior� a�a�ratians, tlte �ont�'�c�or sh�]] sK�buii� io th� Er��;in�e�r ia fiv� �r mare c�gi�s, if r�questsd b}+ the �ngi.neer, a prt�gress sci��t�uI� �re#`��ably ir� chai�t or c�ia�r�m €'ornl, �r � bK��t`oul�inir�g in de#ai� and st�� �y �le� th� it�ar�i�e�• of pr�sec��iiug tF�e wc�rlc �xnd �rdering ri�at�rials and �qniproen� wl�ielY l�� �xp�cts to folj�w in nr�ier ttr co�rnplcte #he p�'���ct ir� lhe �ch��uled tune. Tl�ere s�all be su%ir��ttc� a tab2e of estim�ted ar��ounts to �e �arii�l b�► llxe �o�ttr�actor duri�tg e�ch �nat�ttsly estin7atc period, The ���iir�.cxor sh�l� ��n�ncnc� the war�C to �� p�'F`��ed iutxd�r ti�is con#3ract wii�ftin t�� time 1irr�i! st�ted in t���s� Can#���# Dactu�r�ettt� and s��ll c:c�nduct tl�� wor�C i�x a cot�tinucr+�s �e�nncr and witl� s�£��ient �qi�pr���nL, �n�teri�ls, and l�bor as is neces�ary tc� it�sr�r� its cor�ipi��iari within the tin�e lirriit. �7-7{1� "fl�� �eqnence reqtacst�al c,#'{'�ll r.���;�ta-n�-ti�i� o�r�ra�ions �h�tl ��e €�t �i; �irr�e� �s �p�cFfec! �� �J�e ti���:��u �:c�r��r�c4 �cxcuaz�r�����s� f'►17k}' l��:Y1�411{+Iti �i'U171 SU{:�l 4Ci:�U�i1�ill�," 5�1��� bC 511�71]].�Lit7�.1 �o the Er�ginecr f�r i��s approva�. �at�tra�f�r �i�al� r�at �x����:e�# wtlh any deviati�t� 4�rtti� �t� h�,s received wr�t#�n $��rnvai f��ai� #he Eng�it�er. ��cli s���f���tian a� app.t'c�va1 by th� �'t��incer sh�ll riai rel�ev� ihe �oa�rac��r �i'qm fi�! r�sponsi�ility of t�c com�l��� per#`�rit�an�e of Ihe �ontr�ct. 1`lia co�tra�E tirt�e m�y he ch�nge�# only as s�� F�rlli ir� �e�tic�n �7�7.8 �XT�iV�JDI�[ �F '�fME D�` ��MP�"1'i��10�`#l�is �gr�emer�t, �nd a p�gres� �ci�edu�e sh�l� nol ��n�litu�� u �l��r�g� �i� �i�e ca�traci �i.aie. C'7-7.4 LiM[T�1TI�]�1 OF �P�.l�A1�DI+�T�: T`�e wart��n� ��e����oi�s sl�all al a�l cirr��s �e coi��u�ted by lhe �ontractor s� as to creale �t r��n�rr��aEu ain�unt �t i€�c�nver�i�r��� to the �ublic. At any �i.me wh�, in fJ�c j�dgrn�r�t �f the Er�gyne�', �hc �onu�ctor has c��st�'ucted or �l��e�i a� �s c�rrying av �perations ia a por�ion oF a slx�et �r public w$y greater #l�an is nec�ss�ry P�r �ropeF �x�cu�ioi� of �e �+ork�, fh� En��ne�r �nr�y require th� �ontr�,ctar xo finis#� �Yte scut�on or� wk�icli oper�tic�� ar� ir� �ro��'ess �e�'are t�ie w��'k is �omrr�er�ced a� any a�ditionaj sectian ar s���et. �7-7.5 �1•lAR��T�f� ��` 1�if�f�3C��� AI+�� ���.1��IV�FI�lT': .�a�al �abor shal� be us�d by the ��n�ra��#or u�hen i� is a�a�lab�e. Th� �onl�•actor nia� b�ing �ro�n o�siside the City of Fart 1��rGh hi� i�ey r�re�t ar�d bis sugerir����dex��. All odier wvr�€mer�, inc�x�ding equip�ner�� a�er�tors, ma}� l�e in�porte�i o���y a��� tl�� lac�� s�ppi� is �x�austed. TI�� �011�F�f:�OF sh�t� e�ip�a� only s�ch s�geri�tendents, farerr�cn, a�� worl�y�u �v�a arc car�fiil, cor��et�r��, �uru� f�1Ily c{L��ilrf��d �t� p�1'f(�rrn #ie d�1���5 �r�d i�ks ��sign�c� ko the[�1, �n�3 tl�� Engine�r may d�maad �ncl �ecu�re t#�e sumrr��ry �is�lis�i c��' �r�}� p�r�c�r� or per�ons �rrr�lt�y'ed by tk�� �ou�r�c:tor in or about or on th� work v��lio, in t�e opinio� of" t�xe {�wner, sha�l mis�onr�uc� hi�sel�` or lo �e founcl ta be �r�or��p�tent, [iisrespectful, intemperatc, dishor�c�#, or ot�erwis� ob�ec�ioiu�#�lc or n��le�tfur in th� �ro��r pe�i'or��ut�e �f his �r �,h��r ���ie�, ar who ne�lec� or re�uses ta corn��� witlt or carry out t�e �i��c�,on o� ll�e ow�ner, �nd �uc�t ��rso�t or p�r�oz�s s�ra�� a�t b� en��ioyetl agai�� tiiereon with�ut written ca�s�nt oi��l�c �ng�r��er. All +work�tefl ����11 �t�ve siiff���iil s�c.ill, �bi�ity, a�d experi�isce to properl� ��r�o� l�t� v�r�r�C as�igtred �o th�m �r�d v��r��e any e�uipit�erit necessa�y #o pro�er�}� car�y o�it ihe perfor�anc� af tiie a�sigt�ecl �u�i�s. TI�� C�13lTaiC#OI• s����l !'�ar�ish and ma.i�ts�i�r or� tl�e work a!1 sucli e��i�meiYt �s i� c�n�id�red lo b� r�ece.�s��y �'a� tl�e �rosecucior� of I�e v�rark ir� €tn �ccept�b�� �aitne� a�d at a s�tis#'��t�ry r�te �F pr�gress. AII et��i�me�li, iooI�, and i��ac�hinery usod for I��i�dling matcrials and ex�c�tin� ar��+ �art o�' t�� �or1c shaE� b� st�bje�l to ��e ap�raval o�' th� �ngir�ecr a�d s�iall bo mainta�i�ed ii� a sat�sfactor�+, safe mnd efli�;ie�rt w�t�k�ng cor�dit�on, Eq��ipr�yen� on a�y portio� o� t4te wark sl�alr be s�ci� that r�o irrjury to �e u�ork. V�Jo�rkrr►en c�r adj �c��t �rtope�Cy �+ill resu�l from its us�. C7-7�2� �7-7,f, �VQ1�JC ����DiJ�,F' �;lanscc� ��orkan� �av� ���,31 h� rn��,�rt�s� st�r�ir�� wllii ��e i�rs� c�}� c�l U�� wurr� co�Y��lc��u as ����u�cl ��Y ��-i.l� ' Vw�Jj�.t�.��u �,t�► ��� �r the date s�ipu��tted in the "W�1�I� �1�D�R" for b�giruxi.ag worlk, v�rhiche�er cornes �irst. I�ot�ing �n #��se C�ntr�ct Dac�c;n#s s�a�,� bc construed as prohi�i��g t.�� �oa#rae��r &�m w�rk��� an �a�ur�ay, �uac�� vF Lega� Holi��ys, �r�vidi�g lhat t�e followi�g �eq�irezn�n�s �re met: $, e� request � vworlc on � spcci�ic ��t�'da�, ��da� oF �.�ga] �it�lida� ��►st �e �a�e t� the Engineer n� l��e�' lhat #�e prec�tlir�g 7�huxsd��, �. Aay wor� to �e �ot�e on ihe p�a�ect �n su�h a s�eciFc ��turday, ��aday or Leg�J Holiday m� be, .in t�� o�kn�o� of t�e �gineer, �s�tial to tl�� ��y c��xpletio� of t� pr���. T�e �ngineer'� �ecision s�all be final in r�s�anse to su�h a r��ues# f�r �p�r�vel ta work oa a s�e�i�c S�i�td�y, Sund�y or �.eg�l i�olid�y, �d no exi.r`a �nmpensa#�o� shal! b� aJlo�ved to t�e �ar�tr��tor to� �ny �v�rk perf`�t�sr�ed �r� s�c3x a� specific �at�srtlay, �und��r or �ega� I-�o��d�y. �a�e��ar D��s sha,ll be d��etl is� �1-1.�� arrd �Yte �at�tractar rn�y wa�k as he so �esir�s. �7�7.7 T�+1E �F ��I�iMEI�1�E��N'�' AND G[)MPLFTi�N: `�'h� ��ntr�ct�r shall �o�xmenc� the war�ici.�g vp�ratior�� witriin thc ti�� �pc�cci�ie� in tE�e �ontra�� i]oc�uxrert� anc# set forlh ir� �h� ��rlc �rde�. Fai��s�e to d� so shall bc considerec� by tlxe awaer as s����onme�rt nf the �ontracE by tlt� �ontra��a� �d t€� �wueF �y proc�ed ag he sees fi#. '�,e ��r�rra�t�r shalf rn�ir�ta.�n a r�� of prog��ss s��h �s will i�s�ore t�at the whol� �vori� w�#1 be �e�form�d a�d tk�e premises clean�d up in �cc�rd�.a�e with #?n� �ontrnct Do��en�s and wi#�ia the �me ��ttab�i�bed ir� such d�c��ts �nd such e�€te�sion of tirn,e � ma� be properl}� �u��ri�ed. �7-7.8 �`�X7EN�l�I�1 �F 7I� ��IviPLE'E'I0�1: i� �ontr�ctor's r�qu�s� for an ex�et�sior� af cirr,e of cornpi�tion s1ta1� he co�nsidexe� �nly wltez� the reyuest �`or s�►c�x �extertsion i� sub�ai�€�d i� writing to the I:rigine�r wit�air� s�ve� days f�'oo� an� �.ft��' ihe tfine a��eged �ause of d��y ah��i oceurr�d. �hou�d azz �xtectsio� �f th� tisr�e �� cor�n�Jction be reyuc�s�c� su�� rex��xest wil� b� #'�nv�rd��i #o #h� �yty �ou�ci� for a��roval. I� adjtlski�ng t�� eoutract Hroe fax ca���etioa of w�rk, ca�,sx�era�lon �ill �e given �� unfor�see� causes beyan� the c�ntrol of aad witl���t �e fanl� or r��gli�ce of t�ae Contr�ctor, frtze, ��ad, torn�,do�s, e�i�er.nFcs, q�arar�tine mstr;ctio�s, s[ri�ces, emba�'goe�, �� �elays of s�b-c��,t�ctors due to s�ach caus�s. �7-7(3) W%�� th� d�C� ��' com�lelian �s based o� a ca]�n�ar �ay bid, � req�e�t for exter�sion af tir�`re 1��r�r�fi�y n�`i�rl�r��rrt ;.v�;�t�er ��.�fi� t�r�f h�„ Ci311S}llf'.fP(1. � xPC1}�t'Ct �f1� f YTPl?Slf?Il ���Tf�Q ctu� ko �►u��y i.o t�t�ta�� s�p��a�s an�i rx�at�ri�.ls �►��u t�e �or����r�;t� vx�ly w�t�ix � r�+����v �i �he �o�trt�ctor's purc�sc �rd�r d�tes ar�d �Eher p�rti�e�rt �ata �s ��este� �� th� Cs�gineer �dica�es chai 3he ��n�x�ct�r has mad� a hnn�fi�e att�rnpt #� secure delit�ery �r� sc�c�uJe. This sh�11 En���de ef�or#.s ta abtaia th� s�p�ii�s and ma����ls fr�rn �temate �ourc�� in case th� first s�ur�e carma� ma� de�ivery. If`sa�factory ex�ut�oa ar�d �m�letion of �he co�l�ct sl�otjJd rec��i�e work ar�d �ateri$ls in great�r �srio�r��s or qaaaar�tix�es i�,t� those se� fort� in th� �tppr�vc� �o�t���i �]o�urr�eflts, k�en the �onlr'act �ir�� m�[ be incre�sed i�y �t��e �r�er. �7�7.9 �EI.���: Tlte �nn��cto� �all rec,eive �o c����sa�i�n �oF de1�}�s ar I�tndrar�c�s tn �e wor�C, exc��t �►vhen d�r�� �nd unavoada�le e�tra c�st �� the C�r�tr�a�tar is c.��set# by t�e f.�i�u�'e �f kh� �ity Fo �rt�vide 'tn#`�rasation �r nyateri�, if a�}+, wh��� �s t� 6� �iunis��ed �y th� �ity. W�er� s�ch extr� com�t�sation fs e�ai�ed, a��`itte� state�ner�t tbereof shalI be �resented �y th� �ontr�ctor to t�� ���ut�e� �nd if b}+ th� ��ine�� found c�r�c�, sh�l �e �pprav�d s�d r�.fer�ed b� tb� �ngi��er to #he Ci�y �ounc�l f�r �] approval or ciisa�z�v�l; �nd the actian there�n b�r th� City �ouucil shal� be �ata� �n� b�nd.k�g. If deiap is cause� �� spe��#'i� orders given b� tlYe En�int�� to s�op work, �,r by t�e perfor��€�ce of extr�a work, or by th� failu�'e �f t�e �a�y to provtd� r����rial or necess�ry i�sLi'u��iot�s f�z carryFi.�g o� ttae work, th�n s�ch d�la� v��l entii�e tt�� ����ac#or to an ec��i��letti. extens�on o� tirn�, his ��glit.�,kion fo€ sha3J, howe-ver, be s��ject tc� [k�e appr�vsl of �e ��#.y (:��cil: ar�� ,�o st�ch �x�e�sion af tirne s�ia�l reiease 1�,e �or��ractor o� th� s�arety o� his pc�orrn�uce bnn� frorn a�l his ob�iga�orts �creun�r �hich s�� remain �x► full fc�r�� untii t�ie �i�ch�rgc nf �h� cor�tr�c�. �7-7.14 'fiM� �t�_��I�f'L���OI�: �I7�e �me a€' �orn�letion is an essent�al el�rnen# of th� ��n�a�#, Each bidc��r shal! indic.�te �n ih� agproprl�te �lace on #he last �age ot' �h� prop�o�al, t.�e number of wo�king da�s �r cale�da�r r3ays tt�t �e w�ll re�uir� to f�,.i�y carr�pl�te t�;s c��.tr�cl o�r the �me o�' canp�e�c+r, wil� �� specif�� b}� tlte �i#y ir� the propasa� scc#io� o�the �aa�ra�# �3ocurner�ts. Th� nu�ber of d�ys indfc2rte� �l�l.l be a r�slisti� estim�te of tt�e time r�quired to �ornp�ete #�ie war�C cave�red 1�}� i�e spec�fic ca�xtr��i bein� bid upan. Tl�� au�xo�t a� �i�� so sta#e� i�� �h� s�ccess� bid���r �r the �ity wil� be�o�e tt�e time of c�o�g�etion s�ecifiec# i� th� ���tra�t I7�c�ents. �'or �ach calendar d�y t[iat an� wor�C �al� sem�in �r►�o�p�et�cl after t�e time s�eci�ed 'u� #he �oatract Dac�ments, or ir�creased time �ranted by Ihe �woer, �r as �utom�tical�� incr��s�d b}� addriional vv��k or rt�al�rial� order�d af�er �h� cantract is sigr�ed, tl�� se� pex cla� give� iu the �`�ll�wirig s�hedule, ur�less otlserwise s�e�ified i�t t�t��t p$rts �f th� �c�nira�t Do��ea#s, will � deduc.t�� from t�e r�xonies due 1h� �ontractar, nn� as a �er�a�r}r, b�t as liquic�ted �rr�ages s�,f�`ered by� the (�wner. �7-�{4� �OUI�T O1{ �ONTRA�T $ 5,00 � fi ! 5,00 X � �5,��1 $ �0,0�11 $ X 00,401 � 50�,f�0� � 1,U�0,��1 � 2,0�4,�[?0 �d a�e� l.�ss tiiaar� to t� to t� to to t� $ �,0�� $ 15,0�� � 2�,0�0 $ �0,{1p0 � ��0,{�QO � �fl�.��� $ �,C�f��,000 � �,�O�,�U� ir�clus��� i�cl�siv� i�clus#t�� ��tcl�.�ive inc�usive inc��sive i�cJl�sive incl�sive AIv��UNT ��' �,f�}T �11�A'f�;I� 1�A11�11�[jl:� P�l� �7A� $ $ $ $ � � $ $ $ 3�.�0 �5.�� G3.�� 1�5.0� 1 ��.04 �1U.04 315.�0 4�U.00 6��.{10 Th� �arti�� Ixer��o und�rstar�d sn� a�xe� that ��}► haxm �a t�e ��ty caused by tl�a �a�tractor's delay �a comp�etin� the w�r� �erex�uc�er ir, th� time sp�cified by the �on.tract I}oc�ents wotild be inca�ab7e a� very dsf�i�u1� to �a��u�2�#e d�e to la�k of �cc:urate i�tfor�t�tiari, and #lya� tize "Amoun� of L,iqu't�l.'�E�t� D�m�xges ['er Da�', as �et aut �b�ve, i� a re�sa�ak�le foi�c.�st o#'�u�# �:v�npe�7sati�n �ue �I�� �i�y for har�x� ca�ased by a�ty d���x�+. �7-7.11 SX]''�P���10�1 B'Y ��U�'�` C�1�}E�; T�e �o��r€xctor s�all �uspe�id �per�tior�s nn sucJs parl or p�ts c�f ��e work o�t�ered b}� �ty �ot�rt, and wtll not be efltitled to a�ci�iio�y�l compet�sa�ion �}� viittu� nf s��l� c�i� or�e��. I�lcitllcr �viIl he �� li�ble lo #�xe �it}+ in tlia ve�7� tt�e ►�+t,rt� �s sus�e�d�d by a�ourt O�der. �efth��' tvil I t�e �wnc.� be li�b�e to kh� ��nir��i,�' b�+ virEue of any �o�i �rder or �cti��� for w�ich #1�e C3v��er �s n�t solel� re�p�n�iblc. �7-7.12 TE�VIP�RA.�� �i.JS�'EIV4I0�: '1'l�e C�wne� shali �ve t�� r�glt� �o sus�e��ti il�� �vork ope�a�io� wholIy or in p�'E for si�cli period or �riod� crF [ime as lYe �t�ay d�ent �ec�ss�ry� du� �� xm��iT�ble weat�i�r c��c��tions or �tn�r o1.�'i�r u�;�uitai�l� c,o�i�ions w�ich ir� th� opinior� o� �� ��vn�r or Ei����e�' cau�e i'urta�er pr�sec�tti�ri o�" tlye wor�C t� be wts�tisfactnr�+ or de�rirn�rttal lo t�t� inle�'esl �f t�n� pi�ject. l�uring te�por�ry susp�n�ic�n o�' ti7e �vork c.�v�r�d b� i�i� cor�tr�cf, For a.uy �ason, #.�e �wr�er will m�e r�o ��€.tra pay�ent for stans��b� tirn� �f consxructinr� �c��i��tent �udlaF �cor�st3`u����n cre;ws. �f ik ��ould b�come necessa�y to suspend wo�rk t�r a�n is��iefinite period, tha C:or�in�c#�r ��I star� a1l ina#erials iR such rnant�er t�y�[ t1��y will not obstru�t or unpec�� the p��li�: u�nec:����ril�r nor be�orn� d�a�ed ��� ar�y u��y, and �ye sitall ta�ce et�ery pre����#io� �c� p��v��tt �anYa�e ur �ieterior�tior� nftl�c woric ��rform��; Y�e sha�l pr�vide stiit�i��� +�r���t�ge $�o�i� il�� �vork, �nd �rec:t �ertxp�r�•y sti��ctures wh�r� nec�s�ary. Shoulci i��e �or�ir�ctnr n�t be ablc ta eomplei�� a portion �f �lle projecl' due to �au��� Ue}ro�d the c�ii�trol of and withot�t ��� f��lz �t neg�i��n�� o�`i�te �oititr��tor r�.s s�t fort}� in Aara�raph �7-7.8 E�'1�;I�1��Di� �F T€'F��'.T��F: �F' C�I�i�L�'1�0I�l, and s�uu[d i� l�e �7-7��� �eterm.i.ned by rt��t��a.i �or�set�t of #�xe �attkractor a�d �he �ng�r�eer tha� ��ol�ti�n to altaw �ni,str�,��#inn rn nrne�r�:! i� ,�nt ��+ail�hl� �vTti�i�� � rr.��cc,l�trl,�c r�e��inci nF lirr���_ I��e�7 �1xt� l:�r��Gr��c�c,r i��ay Lrc C'�ll21I}Li1'SC{1 t{1i' i�lU c4��1 u� �xx�vi��� ltii� �qui�«��:�il c�lE ��xe �c�a :u�� r��urjriilg t��e necess�ry ��x�ip��nt i�a �1�� job ���yen i# is d���rnyine� by t�ie �ngin�er t�at c�nsiru��ion rn�}� �v resurned. Suclt reimb�ars�m�r�k s�ail be bas�d on �ct�ai c�st ta t�re �antr�►ctar �#'tr��ving t�t� �qui�rr�ettt a�d r�o prol`it �vill be allovred. I+�o r�ir�biu�s�m�nt shalt �e ���ow� if` Ehe ec�ui}�n��i�t �s t�t�ov�d to �r��t�er es�nstruct�on proj��� for the �fty af ��ort Wor�h, �'he �ontra�xor sS��ll r��t s+�spenti work �vitlio�t v��ritte�� notic� �r�at i�i� ��g�neer �€�d sl�ail prace�d wit�i tl�e wcsxk ope�ra�io�s pmmpily wher� r�ati#'ietl b� tlie Engineer tt� so r�sum� o pe�'2�k�ons. C;'�-7.1� T�:RNiIN�TI�I�i �i" ��i�17'R��T D[JE "i'� �lRTl�I�1AL �Iv�E��E�i�Y: 1�he�ever, hec�us� {x� T��ti�nal Er�exgency. �� dec�arcd �y t�e pr�sfdent of tl�� i3ni#ed �ta��s or oih�r 1$wful ��thori#}�, i� b���i�t�s ir�►pc��si�l� fc�r tl�� Conlra�:lo�r to obt�in �11 of th� r�eces�a�y tabar, rr��teri�l�, ar� eq�i�r�ent f�r i�e prosec�l.ia� of i��e �vark wit� re�soi��blc contir�uiL� f�r �► penod ��' twt� �not�i�, tl�e �antrac#or ��a�l wi�l�ii� se��er� rJays notify tlie �i�y in writtng, �iving a��lailed sE�temenl o�'tl�e et��rts �+v�ich �ave b�een rnade �nd Iisli�g �Il �e�essary itc�ros of la�r, rr�t�#eria�s, and �yx�,p��xE r�oi ab�sir�ab�c, ]�f, a#le� in�vestigati���, lh� owne�` iir�ds ti�a# s�ac�l� �a�di��oits exi�ling a�� t�rat thc inabil4ty a� t�t� �or�tr�ctar to proc�ed is not attri�ut�hle �r� wi�ole c�t i� ���,tt �o ��re f�ult o� r�ee�lect c��` t�� �o�tr�utt��, ��n if l�e Owner canaot a�ter �casor�aE�lc e#'�orl �srsl the �onlractnr fn �roeur�n� �id r��►�Cix�g avaiEa�ie tk�e r�ecess�ry laiaor, �rls#�rials, and e�ui��ant wi�hin [lur�y days, the C;ot�t���tor my r��u�s� �lye awr�er ko t�r���i��2e lhe ��iyti•+��t at�d [l�e c�wne�' �na}� �aniply �vitb t�e rcqu�st, a��i the t�rmtnazion s��a�l be co�yditi�ne� �d base� �i�or� a tir��l s�i�lernet�t r��uiuAl!}� ac��pfi��le to boil� [he �wu� auid �he �asrtr�ct�r aixd finz�l ��yment sh�ll be rna�c iri ��c�rc�a�tcfe wi�h i�h� ��iztts of the agreed se1#�e�nent, wi�i�� sl�ail iiYcl�sc�e. B�t not �e �i�xtited t� tl�e paynie�rt �or all w�rl� ex�cu�e� Uut r�of �r�lici��ted profi�s on woric wlii�i� �ra� not becr� perf`arnyed. ��-7.�4 ���P��1'�I(]�I C}R �113A�l���I�i�t�"�` �F �I1�. W�]�K A� �1�r[J�,.1�'�E3�ri�' �F Tii� ��I�'TJt��7": The work op�ra#iorr� on a�l o�' any porli€�n or seetion �i" �lt� w��'k �rtc�er �nr�trac;t sh�.11 �e suspeR�c�ec� immedia#e�y on writt�� ord�r �f Llt� Ea�incer ar �l�e �onix�ci rnay b� deciare€! c�ce�ed i�y �he �it� �aurtcil t�r any ��od �nd s��ic�e�t# cau�e. `l"he fol�owi.a�, 1��+ w�y oF' exar�tple, but r��t o� �imiia�ia��, may be cor��idered graunds #'�r s�pension or c�t�eil�tioi�: 2t. F�iCr�t� o�` the �ai��ractor to cvrnrn��tcc work operations wi�hia the tim� s�eciFieci i�ti the W�r}c Or+�er issued b}+ �l�e �wn�r. L�. �ubs��n��al evid�r�ce €k�at �rogt'ess trf t�te �vorkc �p�z��iot�s by ih� �o��acior is i�rsti��'iciex�t to c�m�l��� �ie wor�C withi�x tJxc s�cci��d titr��. �7-7�6� c. lyailu�� oi' ihe ��t�h�.ctor to pr�vid� �ld utiaintain �uffcier�t l��or �r�d �n��i��r�c�nt Ir� ��r�rr��rlv eser;l�fi� fl�e �vc�3�i4�n�T �r��r^�i.int3s, d. ���stant�a� er��d���cc #hat l�e �o��trac#�r has abandoned t�t� work. �. Subst�lial cvidcnce tl�at d1� �v�xfie�ctoF h2�s b�c�me insolt�e�l or �anka'upi, �r �titerwise fina�cia�l�► un�bl� t� c�rry o� ti�e wori� satis!'�tctvril}r- f. It�ii�re o�t #hc p�trt o�` Lhe ���tract�r to �bserv� an�+ i�e�uit'e�Yents rrf i�re �ar�trsci Doc��er�ts cxr �� c�ir�p�y wilh a�}� �rde�s gi�+e�y by th� �ngiue�er ar �wner pravided far itr these �ontz"��x �oc��neuts. g. �ailure of tlt� C�r�lractor pro�igi�}� to m�k� ga�od ar�y �efect i� rr�2�#�riais or wark�tt�slxip, of art� d��'ec�s oC an� r�st��te ihe carrectic�r� o�` whic� h�s b�een ��xccted �n vuritin� b�+ �he �ngineer or tlY� �wner. h. �ubsta�t�al �vtc�ertc� of c�l�usion tor the ,��os� of 't1k��ally �roct�r'€►xg � contract or perpeU'ai��g fr�ud on the �aty in tl�� ca,�str��tion of' v►�ork �d�r con�r�ct. i. � s���sta�tia� it�d�c;ali�n t�at ti�e Cor,tra�#ox ly�s rn�de an �n���tX�ori�e� essign�Yent �� U�� con�rac� or ��r Fun�s due ti�ere�'arn for t�e berx�fii of any �red�l�r ur £or a.ny other �wpos�. [f �hc �or�tractor s�a1� lo�' any caus� w}��tsa�v�r noL ��rry otx tl�e wor%i�yg opera�Fon in an acc�ptablc m�er. �C. Iftfi� �o�#ractor �omrr�en�es le�a1 acti�n a�;axt�st tl�e �wn�r. t� �opy of li�e suspension orc�er �r �ctio�Y of tlie �it}� C'owicsi st�€�l1 he serv�� �n t#�c �or��r�►ct�r's �urelies. V�l�e� �rvc�r� is suspended �or �t� c��ts� or c�us�s, or w�xea� 1JYe �nt�ix•acl js canccled, the �or�kractor sha13 disco�liriu� #he v�or�C or g��l� �art �h�reo# as lhe vwn�r s��aJZ desi�nate, r�vhe�'e���n #l�e �xuet�es ���, at lhe�� ap#��n, assume th� cot��raci o� #i��t �ortfoi� tller�of wl���l� ti�e ���er has ��'�er�d the �anlr�ctor #o dis�onl.i�x��, �,�d m�y �erform i�t� sai�a� �� may, �viih w�ri�keM �onsei�l o�'the ow�er, subl�� th� wor�C ar #l�t portian of �1�� wor�C �s ta3cen ot�e�', provided howev�r, ll�s� itf�e �ureties sl�all exercise ll�eir ogt�on, if �t a�l, w�thsn 1��� we�3�s aft�r �e �v�'itl�i� r�c�lice lo t�i�corittr�u� th� ►voxl� �t�s been serve� ttpon tt�e �o�tr�ctor an� uIxr� 11�� �ttreti�s or tl�eii' s��t�ori�d s�ger�ts. '�c �urefies, fli S13CI1 �b�f]� 5�1;1�� #15511�1� LLl€' �on��r�t�tar's ��a�ce in all i�spects, �utrs� sha�l he p�id Gy tlie �wner for �t11 work p�zF�r�ted b�+ ther�i in �ccorcfai�ce with tl�e t��-m� of the �onlr�ct Documents. �►ll mor�e� rern�►in�ng c��� ���� ��nti�ctor st the time of t�is defau�t sk�a�l tlic��eupon bec�rne dti�� and �y�bZ� t� ti�e S�irel�es �s tEic �vorl� pe�gt'esses, s�bjecl #o �lI of�h� #�ri�s �Ft�le C;oni�•a�� Dc�cuin�u#�. �7-?{'�) In r.��e ti�e Sureties rio nc�t, wiihin ihe �erein�bov� spe�if��d x�n1e, exercis� 1J7�ir rig�yt an� c�fl�i�+i3 �n r���i1m� ti�r� cnnlr;fi�`t r�����rn�i��i�TFic�s, �+�` �}��# rr�+rl�c�n th�rP��` whif�� ��e (�v�m��• 1��� aru�:���c� �l�e C�untractor to cilscc�r�����t�e, �et� ��e C�w���:r ���al� Jl;�ve ���e pc�wer ��x �c�rnplete, ��+ �or�tract or othe�wisez as i� rn.�}+ deterniin�, the wor�C h.e.reir� ��scr�he� �r such �vor�C t�xereof ��t rna� deei� r���essary, �rtci l�e �ontr�oto� �eret� agre�� t�t�� i�e �wrtier s�al� hav� ���� Ki�t to ��ke posscss�on c�1` x��td �se an}r rn�t�rials, p��tr�#�, Eoals, eq�ttpr��en[, sup�li��, a��d �x'o�rEy oi'any �C�iirt� px�vic�e�i b} 1�e �ontractor €or i�e g�rp�ose of carryir�� �tt the work � to ���ur� othcr tv���, ec�uipin�nt, �ttater��ls, ��bor And pra�erty Fvr th� c:�r��lelaari af f�� v�ror�C, :�a�d i� ��a.rge i� the �cc�xjr�t �f'tl�e ���tir�,ctor �f ��d canti�ac� ��tger��e for labor, rn�ieri�f�, ��ols, e�uiga�er�t, �d all exp�;�t��s i���der�t� th,e�o, 'Th� expeuse s� cl�arged sf�ail �c d�duct�d b�+ ti�e �wr�er &orrx �ucl� �or�i�s �s ma}+ �e d�e c�F r�ay becorne du�; �t any ���a� thcir.afte�r lo t�� �c�r�tr�ctor ur��er and by virt��� �f �h� �on��ea�k or �aty part �hp'eaF. T�te D�ner shall nol� be req�tir�+l �� o�t�i� ihe lo�ves� bid �`or th� wor�C c:osr�pieliiig ll�e cor�#�a�l, %4�! �e e�cpeose to L�e dedu�t�� �hail he th� aclu�� �ost of t�xe owner o#` su�h wo�•�C in case s��ch ex�enses s�all cxce�� t�e a�noza�t which w��Jd lt2►ve he�r� p�y��le u�der �lie �t�ut�act i1` the s�rne had �e� coFnpl�tetl 6� th� Contr�ac�, t�en i�1c �on�raclor �nc� i�is Sureties s�alj pay th� �rr�c��fl� af suc� cxc�ss to 1he ��ty or� ��tice �m ttye {�wn�� �f th� excess due. Wh�r� �}� p�riicuiar ��rt ��' �h� �v�rk is i��;ing ��rri�� c�� by #he ���er by co�irr�a� ox oth�rw�se u�d�r iMc provi�ior�s of t�is sec��on, tl�� �ontr�ctox ��2�i1 c�r�tinu� tl7e r�tn�inder af the war�C in conft�rniity ��+itl� th� #er�rts o�'t#�e �an�act I}ocutner�ts and it� sr�cl� a rnat�fl�r � t� na� �tinde� or interFere with tlie �'rcrf�tm�n�e of th� wosk by lf�c �wz�er. �7-7.15 ..���LFFLI,�i�I�F'r O�= �(]?�l'�T�A�=T:'I'�e �on#ract will C�e c�onsider�d as F��v�r�g k��e� fu�fi�l�d, s.�ve �s �rov�cled in �ny ��nc� t��' bon�� �r by law, wlY�n aJ� l�� w��'k �r�d �il ��ctjor�s or p�u-ts of th,e p�o,�ec:� c�vered ��r tl� �ontrz�ct T��cu�}lei�t� have be�n �ni�l��d a�Yd co��tple�ed, llie fitial It1,S�]�C�i011 J'��f�� ��+ C�1� �ll�*llil'CCx �nd �E�e �inal a�cepianc� aiy� �ina� paysnenl rn�c�e b�+ �he �v��er, �7�7. ZG T'�RMII�A'1"1(.}N �'{)� �{7�V�lENT�I�I�� �� 'fHE (7W�i��',�t: Tl�e �erFornt��,ce o#' #h� work ur��ie� ihis coa�traci rn�y bc lerrnir����� by �he Q�vne� i� wl�oj�, �r fro�n time to �ir�e in p�rt, i�r acc�r+�a��e wit� tl��s section, when.ev�� th� �wn�r shall c�eternauie that s�cly ter�r��r��tion ts �ii ihe bc�t �nt�rest of klze �u�er. �l. I�I��I�E D1= '1�E�II�ir4Z��I+�: �i.uy Te�min�livn �h€►I1 �e e�'ected by rnail�r�g �, notic�e o� ti�e t�r�i�aiiur� tc� th� �ont€ac�oF s����fy�n�; t�e exte�t to w1r�c:ly per�'�trr�an�e of w�t�f� �nsier !he c:���r�c� �s tenrtinatecl, and tl�� �a#c �pon w�ai��t su��i terr_ni.uatinn l��nm�s �C�e�:iive. Reccipt of the notic� �ha11 be deemed ��r�clusivel}r pres�ned a.u� es�$blis��si whc�n iY�� letter rs p��ced �n t�� U��i��c! �#�x#� Po�#a� �erv��o �+�i�il b�r l��e {)wn�t. �`ui��ker, tt s��l �c �eer�1�� cc�rY�l��s��re�y pi�t�rne� and es�sb�ish�d ��� �ucF� terinir��l�on is r�i�de wit�ti �t�s� cause �s �herein si.�tec�; and txo pr�nf iri �ny C7-7(S} claur�, de��xn� or �ui� ahall be r�e�uu�ed of tt�� Dwn�r r��ar�i�g s�ch �1S[�r�tint��lt'V F�CfI{�ri B. ��1�Tit�►�'1"(�1� A�1I��: ,A�e� r�cei�t of a no#ice of terrnin�#i�r�, and except as atherwi�� �irec�ed by the E�tgir�eer, tl�e ��ntr��#or sha�L• l. 4to� wor�C und�r the �an#r�ot o� the date and to t�xe ��tter�t �pecil'�� in t�►� iyatic� oFt�rmir�a#ior�; �. pia�� �ro f�rt�er ord�rs o� subconlrac#s �or �na��ri�ls, ser�+ic�� or f��i�ities exc�pt as ��y �e t�ec�ss�try for �o��plat�o�� ai' �u�1� poriion of �lx� u+or�C under il�e contract � » liil4 �5r�if113J{i�irh+y �. t�rininate �l# �zders ar�d s�t6�ontr�cts t� #�e �xient that they relate fo �h� pearfonns�c� of the wvrl� t��rni��ut�d by ncrtic� of �e�-mir��#ion; 4. t�ransfer tikle to t�� �vui�e� ��td �eliver in tiYe man���r, at �he tirnes, �d �� tl�� cxt�nt, if`�n}�, d€rected by th� ��gineer: �: i�te fabric�[�d or unfai�ric�[ed parts, w�rlc �x� pr��ss, �ompieted �v�rk, �up�plies ar�d oiher a��tcri�� produceci �� � po-xrt ofF or acquir�d in �o,�n�ct�on wit� tiy� pe�fonn�yce ���, the wo�k t�rniinat�d k�� �1�� �otic� af' xhe Ee�'rnir�atia�t„ �nc� b. Tl�e �:omplet�d, or parti�l�� comple#ed plar�s, dtawit�gs, infa�•mati�r� a�i� other �rog�erty v��hi�l3, if tl�e co�t#r�ct �ad l��c�� comp�eted, would ��ve treen reg�ire� l'o b� fwmish�:d t� tl�e C'�wr�er, �. c���le#e per#'�rma�ce �� such �.vor�C as sl�all nc�t lt�v� be�n tern�inate� k�} t�re �oticc af �ermin�cion; and 6. Tal�e su�h ac��on as rr�a}� hc �,ec�ssar}�, or �s t�� Er�g�neer �a� dir�e:i, �r #l�o protectioit �nd p���crva�ian �f tlye �f�operty relat�d t� it� �ontr�t�� �vh�ch is ir� the p�s�esst�n of the �onkractor a�rd i�x wl�ic.h tlle �wr�e� l�a� o� rnay� �x�quir� the F�st. ,�� a time not later lhan �� c�ays �fter llxe ler�ninai�io� d�ie speci��d iu �Lte t�o�ice �f tern�is���ion, ihe �ani��ctor niay �ubmst to ihc l�itigineer � list, ���tif ecl �s to q�ant�iy a�id c�ut��l}�, nf a�}� or �� it�xns of tenn�n��i�t� iuvent�i�y ��� p�'�viously �ts}�osed q�', excl�sive n1' ste�n7s th� dispositior� c�� C7�7�9} whic�i ltas be�e�t directcd or �udhori�ed by En�it�ee�, i��! ��tter t�lia� �5 �ay�s Fh�r•��r#}�r, th� n�.v�Tr��� ,s��€�I� �rc�nl �TFIr� tn ��ifili it�m� t�rs�viri€;d, 11�;�F tlie ?��t su�iitiu�Ged s1�,11 L•,� su4��ec1l tu vert�i�:�tivrx l�y ili� Ir�n�ur�e�• u�on re�Yluvai ul� the i��rns or, if the i�ems are slo���, witt�in �� c�ays fr�rr� the date of s�bi�ris�i�a o€' i�e Iisl, ��Y�f ar�� iie�es�ary adj�s�t'tet�ls t� cor�ect the i�s� as sk�bmit��clr s�a�i l�e made pi`��r �o fin�,! se#tle�nent. �, TER�v1II�ATiQ�1 �i,A[M: ��tl�irt f�� �a�s af��r tf�� r�otir� af �e�minati�n, l�r� �ot�t�a�tar shail st�b�ttit his lermi�ra�ion c��irr� �� lhe ��git�e�r in i�� �nrrn and wit� ��e c�rt��c�tion �`escri�e� by thc ��gitt�er. E�r�fcs� one a� more ��ctensiotYs ir� wr��i�y� ar� grar�ted by #he �wn�r ��pan req���st ol' kl�� �ontracior, rr�a�e i� wri#ing witfun such 6��day perio� nF author���ed �xierision the�re�f, an}� �d al l such ��a�ms s#�all be ��nc�usk�€�ly d�er�ted waiv�d, D. I�Nf(}�l1�TS; �nb,��cf to th� pro�risions �f �lern �7�7.���), �I�e �ai�trac�or �cl i�e C}wner rna}r agr�c upon the w�io�c or �ny part of �h� ax�lount �r �na�ixts t� �c �i� io ti�e �nr�tra�:io�' b� r�as�n af �he �ol�l or parli�l t�rnun�t��n �f ti�� wori� p�rs�aant h�r�to; grckvic�d, #h�t suc� �gre�� amo�int or amou�ts sltall nev�f exc��d the total �a�ri�r�c[ pri�e �eci�cecl �y l�te �motynt af ��yrt�eri�� atherwis� r��tde aaxd as fi�ttber redu�ed b� �k►� contr•��t �rice wnrk n�t l�rmi�a�ed. '1'1�� �oii#.rac;t �I�a�l be a�net�d�d �c�ardsu���, �urtci !�e ���t�•actor s�ti�11 b�e paid ihe ag�eed arnour�t. �o �am�urt� s>>a�l bc duc #�r iosl or a�rtici�atcr] p�`���F�;s� 1�1�1h�r�g in �7-7,1��� l��rr�i�er, �r�scribing tl�� �m,c�r�r�l ta be pai� l�o ihe �ot�fr�ctt�r by reason of tl�c tcrrninatio� of wark �ursuant t� tixi� s�c��ior�, sl�a�l be c�eerr��c! to l�rr�jt, res�rici or otl�erw�sc �elern�ir�e �r affe�f ihe �rrrount ar amo���ts wi�i�� sx���► be �gx�e�i �pon to be p��rl tn t�e �v��ractar �nrsua.r�l to �ia ���ag�a��. f�, F�1Il.[�RE'l"� �GREF: ]n th� cver�k of �h� failure �f'tl�� �ontractor arx� ��e �wn�r #a ag�ee �s pro�ri�ied in �'��7.1 fi��]) ��t�ix ihe wl�ol� amoun� to b�: paxc� �a ik�� �ant�'�ctpr b�+ reaso� of fhe t��it�utior� of tha v��ork �urs�an� to t�sis sec��i�r�, ihe �w�x�r s�all d��e�nin�, �n l��e bas�s a� irtf�r�na#ion avail�C�ie �� it, t�e ar�oz�nt, �� �r��, dt�e io die �ontrac[or b� �reaso�t ofi �lie ���inin�#ion �rd sii�li �a}� to the �:or�lr�ctor ll�e �rt�tii7ts c�eter�i�ed. ?�I� �t�noun� shall he clu� f�r la�l �r a�[��ip�t�d gr�fits. �'. D�'f�U�'TIQi��' : I n�rrj�+iitg at LE�� �m�unt due ih� ���tractor u�der �l�.is s�ctic�n tl��re s�ia�l Fxe dec4+�cted; 1. �il unJiq�iidated �dvt�nce or olh��' �ayr���tts vn accoii�� cl�eretofore rn�de E� [he �a�yt�'�ctor, �}���ica�l� to tf�e termis����� gartiotx o� �liis �ar�tr�c�; �7-7�� 0} �, �ny c�a�rn whi�h the �wi�er rn�p �ave ����ns� the �nr�t�•�icx�r in cnrn�rcti��i w���� �lr�� �•nr�trr�ct: �ri�c� 3. ��7e 2��reec� price for, or the �rviceeds of l�� sale �t; arry material�, su��li�s o� o�k��r �hir��s ke�t by 1�rc ��n�r�c#o�' or so�d, p�trst�atit #� th� pr�v�si�r�� o� #hi� ciaus�, �r�d i7ot ot3�eAwis� recovered b}+ �K c��di#cd t� ih� Uwn��. �`s. ADJ�J�TIVf��i�: �f ��e t�rmin�t��n ��er�L����r be gsrtiai, prior to tl�e settl�t��ni of #he terrniu�ied �orliori of ti�i� cont��ct, tl�e �o�ttr�.ctor n��y �le with th� k"���git�e�r � req��es� in wnt�i�� f��' �tt �equitable 2�cijust�t�cnt ofi #he price or pri�e� s}�ecified in t�e �onl��c� rel�tirrg tc� #h� �onti���� port�on. of t�e cor�tr�ct (th� por�ion no� t�n�xin�te� ��► ixotic� of terrr�in��i�ii), s�Ch e�111i��1e adjusEat�i1E �s rt�ay he �gi'��d upon ��i2�1 � �ade in such �rric� t�r prices; r�oling c�s�#aincd her��n, h�w�vez, ��ail 1�iztit ihe righi �f ilt� �wner an� il��; �nn�ra�tor �a �gt'ee upon ti�e amownt or au�o��ta� �� b� p�ic� tnt li� �on1�'actox for �he c�r�xple�lion �!' lhe co�#�ux�ed po�'iivt� o� #he c�nira�t whe�t said conira�t �oes not cani�ir� �t� estai�lish�d ca���'��t pr�ce far st��� cor��inxlec� p�r��ort. �i. ]v�_LIl4�TI'.��"lC)�[� �F 12�C��IT�: i�fo#ing c;o�t�in�d in �l�i� s�����n sl��l] lim�� �r ��xer t�te rig�i#s v�rhi�S� �he �wn�r ��}r ��v� fo�' �er�n�nal��� af �h�s t�r�tr�t�t t���er C7-7.X$ l�ereof en#�t�ed "SUS�'F�ISIOI� C)R A131�I�DONi�f�T (��' TI�iE V4���� �N� A�Ii�ULIv��T ��' {`�I�ITR.���`" or �� other r��ht wliieh the ��ur m��+ have for def���t ar hreac:� af coiyt��a�� by �ar�tra�tor. � C7-7.17 �AFFT'Y N�ET�-I�DS A�� �RA�"1'i�E�: The �at�tra�tor s��ll � res�o��ibie �or i�itis�g, rn�intair�ir�g auid s�er►+i��u�; a�l s$fety �rec2�x��i�ns and pro�arn� i� c�rtnectian w.i21i th� wor�C at �11 #itnes �d sh�l� �s��jn� al� resp��sib��iti�s for t�l�li' �J1�A�"CEi1��d�, 'I��� �ontr�ctor sh��l ca�p�y wi��Y ��deral, stalet �u�d 1ac�l l�trus, ordinances, �t�d ��gu�atini�s s� a� to �arotect pe�san and prapert}► Fi'oro �njx4ry, i�c�u��n� d�a�h, or c�amaga in conn���ion witli tlie �r�r1c. 0 4.�!'f�ll� PAI�'�' (: - CsE�]E�tA�.. ��i�U�'T�O�I� c��-� r�r.��Trr�r.n��r�lr ���� ���n��.�m S��'1'�0�1 �8�$ MF.��U�2E�Ri� �N� �A�CNXEI�IT ��-8.1 M�',ASiJRE�1�1F�]T �� ��1A�1'T'�'�'i��: Th� d�terininatinn of qt�antiti�s �f work per��zr�t�:d �}+ the �onix�c�or anc� �u�kx�rjzerl by tlY� �c�r�ir�ct I��ct�m�«C� �ccegla�ly �o��p�ete� under t�xe t�rrns af th� (��n�tact Documen#s sk���l 6e r��a�e b}� [k�� ���it�ee�', b�sed �n me��ur�in�nts m�►d� by th� �r�gine��'. These meast�r���enl,� w�ll be r��a�e a�cor�i�g to t�� C]rri��d �t���s S�a�dard Measurerr�er�ts u�ed in carnrnnn pr��ciice, �ad wi�l be 1.Yrc ��lt��l lei3g#1�, ar�a, s��ici c�iiten�s, �urnbers, �ur►� w��glits of'lhe matcna�s �d it�ni i�s#�] l�d. �8-5.2 L�AIIT ��2I��S: �en in ��e �i�posa� �"LJni� Price" is set for��ti, th� �i� "U��# Pric�" sfn��l i�i�lude i�e f�rnisl�i�tg by tlse ��nfirt�ctor �f all l�b�r, tools, m�terials, rt�achinery, equ�pqxe�t, ap�ii�n�e� and a�purten�r�ces t�ecessary for th� �ons�r�aclior� o� sr�d ihe c�rnpletian is� � r�at�s�cr �cceptable �o €h� �gincer of �I1 work to �ae do�te und��' th�s� �ar�tra�t Dacur�en#s. '�'he °`ilnit 3't•ice" sk�a11 �n�l�de a�l �ernsanent an�i tern�orar}r �ro#ect�ar� �f o�erl�ead, surTa�;e, and t�nderg�at��td s�ruc�es, c�eanup, fini�hii�g cn�, ov�r��ad �x�ense, ��t�d, i�s�rar�cc:�, p��eut f���, �oy�l�ies, ris� d�:e t� #li� �leni�r��s zu't� otl�er cla�ses, �cla}+s, pr��its, in�uile�, daix��ges c�air�s, ta�€es, as�d aJ� other items �t�t s}�ec��call� mc�nlio��d #�-�ak rr�a}� �e r�]uired t� fv]ly c�nsti'u�t ea�h i��� of t�xe wo�lc c�mp�ete in pl�ce a��� i� �► sstisf�ct�ry conditson for o�t'a�ion, ���$.3 Li�MP_�LTN�: W�xe� in lh.e �'aro�osa� a"Lur�rp aum°' is set t�i�h, th� said "L�mp ��'° s����l rep�sent th� tota� cos€ �or #h� �t�n�Ta�lc�r to f�rt�isl� �ll ]�bnrr to�l�, rr�ateri�L�, u��cht���ry, ec�tiipmettt, ap�►i.rtenances, a�d �ll su�sidiai'y work r��ccssary �'�r i�r� construct�or� and cont��etiot� o� all the work to ps'ov�de a ccrmple�� �Yd functio�a� i[�m as c�et�xi�ed in tlie Special �o�t�r�ct ]�ocu�xeu�s �nc�lor Plans. ���-8.� ����'E O�F P,A,YIv��I�I'I'; The �on�ractar s�t2�i re�ejve �nd �ccep� tl7e c�rr�pcnsa�i�� �s hcxein prov�ded, in fu11 }�a}�r�ti�n� far �`urni�l�€�1g all lab�r, #�ols, t�taterials, �uY� inci�en�e��� for perfor�ing all wor�C cnnteit�pla#ed �t�ci embr��ed �n�i�r iiaesa �antr�ct Docu�neiYts, �or all los� �d �iamag� �risi�g �ut �f the �tahu�e of the work or from �i�e action of t�xe �let�er�ts, �`c�rt 2u�� unf�re�een def��cts v� obs#rxi�#ion�t whic�t ruay r�rise or be e�tcaur���red dx�r�ng �h� prosecuison u€ltiich rr��y ai�se or be �ncountered dw'��tg t�e �ro9e�ut�o�t a�tl�e v�lo1'lc �t any t�m� G�fU�'� its ��na� ac:Cept�r�C� hy khe �w�er, �e�s,c�pt as �Kovi�e� u� �a���rapl� �5-5.14� fo� a11 ��s�Cs nf w�at�ver d�scription c�t�nc�cted vwrid� th� pro��cti�tion of i�lYe w�t'k, fo� atl exp�enses i�tc.urre�l �y os' in �ostsequenc� t�f t�� ��s�er�sfon �r discv�iir����n�e of sucb pras�c�txfon of ihe work�rg ��erations as li�rei� sp�ecifi�d, or an}� aiid at� iz��r�n�e�ne��ts [�f p�t�r�ts, xrac�ern��ks, cop}Tig�xk�, oi• oth�r l�g�.l raserva�ioi�s, �����1� �� fo� co�r�p�eti��g �lt� work i.n arr ac,ce�t�ble rria�tner ac�afciing t� lhe l�Y�'tts �f ihe C�sr�lr��cfi �a���x�rrents. Ti�e p�yment of an}r cur�e�t or p���Fr�i es�i�ate prior ta ���e �irt�� �ccep��nce ofrt��a woric by tl�� Qwz��r s�all ri� n� wa�r con.�tit��� an acknaw��dgi�er�t �f thc ac�ept�ce of #I�e w�rk, rnater���s, or equip�t�en�, nar in �ny w�,y �r�j�idice or affec� t�,e c���ig�tior�s of #i�e �o�tractor [o ���a�r, co�rect, rcncw, or ��p��ce �t I�is ow�x antl proper exp�e��s� ar�y defects or �tnp�rfcctions �n i�e cr�nst�ruct�on os tn the sir��lh or c}�alit3r of th� m�le,ri�l �sed �r �qt�iprnent o:� mack��r�o�y F�r�yished in ar about the ct��r�tr�xcii�t� c��'tlye �v�rk �nder coi��ract aiid it� �pputien�nc�s, o�' �n� d�.mage due �r attrib�t�:d k� s�x�� clefe�ts, whi�ly d�f�c�, imp�rfecfiv�rs, or �artza�� shal� I��►�+e �e�n clisc�vete� or� or i�ef,�re the �i�al i��pecti�n Au� �cc���ar�ce of!!�e v�ra��C at duri�g ihe �r�� }+��r �u�ranty ��rio� ��er lh� ('it��� a�cept,anc;e. ��he �wncr sh��l bc �he sole ju�ge o� �uc�t d�fe�ts, im�eFtectians, or da�yi��c, ar�� tl�� �nnir�#or sl�atl b� li�l��e [v the ��tmer f�r fai�ure to cort+c�� lh� ��a�e �s provided I�c�ein. �5-8.� PA.RTIAL ESTI��'I�5 �A1I] �FT�iI�AC`iE: l�e�weet7 �� l�r �d ih� �'�' day c�f �ach mor►t�, the �arrtraccar shali suh�it i� #h� £t�giReer � statemer�€ si��wing �r� CS�T1l�c"1�� b� #�i� vai� ot th,e �vo�'k ���e durir�g th� pr'�vious t�to�t��, or �s�imate �e�iod undeF tl�e �ont�r�cl Doc�am�n#�. I�c�� iai�r tl�a�� #i�e ]4`fh �ay �F th� monlh, t�e E€�gineer sllall verif� su�l� estin�ate, a�id �f �t ss £owYd tc, be a�c:�p�zibl� a�c! tlte valuc c��' ih� wo�'k perf��zrie� sinc� th� lasl parEx�� p�y�ient w�s m�d� ����edw t�r�e hur�ti�ed d���a.rs {$104.f]0} it� ar��unt} 94°�0 of such estinYatod sun, will be paid to tl�c Con�rac�x��� it' l�,e tf�t�� c�n�r�ct �nYou�t is less #��€t ��04,�0�.[1(�, or �5°�0 ot' st�cl� estvnated s�.�ai wi�l be pair� lo xhe �.'c�r�trac#or i� �he �o�aJ eor�tract �moui�� is �40[},�1Q�.�� or g��E�r, vt+ithin �we�ty-five (2�� ���s afk�r ii�e re���ar es�iir�$t� peri��c1, Tlze City w�13 Frav� #h� opti��t c�!' �i�p�rit�� �s[i�at�s �n f�,r�� 1'u�zrished b�+ th� C;i�y. 3'�t� par#i�l e��iin�tes iva�+ inciu�� a�c�pta�lc i�oi��aerfsh�bl� �n�ter�al:� c�elfv��e� to Lhe woris w�icl� ��� lo be ir�coTp�araled iato €l�e wor�C as ���xrn�nez�t ��rE t2iereoF, E��� w�tich at kh� tirt�e of thc estima�� k��v� nv� ��en inst�lleci �suct� p.�}m��r�� �ill be allowe� on a�asis cr�" 8>°�0 of #l�e ne� ihvoice v�luc l�ereo#). T�e ����l��ctor shal! �itrni�� t#�e �:n�ineer such sr�forn��#iost as he ma�+ request #o ai� hirr� as �t �uic�e � the ►�eri#'ication or tl�� �re�r�iia�� �f �arCial c�tirr►ates. It is tti�yderstoo�l th�i p�rti�1 ��limates �i�a�n rnonih to rnvr��h will �ie �p��xi�rr��e ar�l}+, �ll ��r�ial nio�thly es�im�#�� an� p�ym�r�� wi�l b� �ubl�cx �o corr�c���n i� #h� e�ti�,atc �re�,dor�c� �`�llowi�� th� dis�ovcry nf a� er�'or in any prev�ous ostii��tc, ��d �u�ii estrrt�te sl�ali nvt, i�x any tespe�t, be takeo �s ar� adm3s�ion of l�t� �w�er of i�� arrxu�xt c�f wo�k d�n� or of fts quar�kit�r ��' su.f.f�icieu�}r, or as an �r�cepl�nce of ii�� work done or �h,e r�l��s� �fthe �outr�ctor u�any �f his res�onsibi3i#ies ���d�r t�ie �c�ntt�a�t f�o�umen[�. T'i�e ��ty r�s��v�s the ri�t tc� w�E�t��d the payn�eu# af any m�r�l��y estim�#e ii the �ot��ractor fails kv �erfor�t� t�c work stri��ly in accordance with tlie spe�i�c�ti�u� or pravisions aft�tis ��txtra��. C84R��) ���8.�i VJl'�'�II���,�7TNC: F�1.�3v�E�T: Payxr�e�rt or� a�y est��rtatc or eslirnate� may be ��ei€� �n ��eyance if tl�e �erF�rrn�n�e ��f ��e �t,itislr��ctiofl o����a��ons is �ot irr �ccni�ai�ce W1117 lil�: 1'�.'i�llllC:filC:jl�.l 11+ S�a4: �►]liil'i�li� iJ4}lii�ll�il:l]l�. C�'8-�i.7 Ni�1AL AC�EYi`11�1�E: 1�h�r�cver �1�� imp�vc�r�en�s pt�n���ed for b� ti�e �ontr�a�� Donun�er�#s s�all ��ve be��� co��xplet�d �d �xll requircmen#s �� ih� �on#�ct Documents s��lt k��ve ��en �i�lfi�led �n tlt� pzu#. o�' l�e C�r�h'actor, kh� �ont�a�t�r sh�ll notify #h� Ft���i��e�r ir� writin� ���t th� i�ltip��ave�et�ts �re r�ad� tor �z�al inspectian. "l'�e �i3g�neer sh�li noti�y �I�e agpropri�te official� o�'ii�e �v�m�r, will wit�it� a�'�$s�t���l� c�iri� make s��lY li��l iiyspectian, ��d if` �'te �voric is s�E�sl`a�tory, in au� m�ce�i�bZ� conditi�r�, and �as b�t� co�n��ete� �r� a�c�rt3ar�ce witlt #hc i�«s oF the Contr�cl Docunients �r►d al] �pprovet3 i�adt['ic�#ion� khereof, tlie ����nees' wiXl iiu�iate tlie proc�s��ng �� the fi��� estirnate ;�� rccorri��er�ci #��ial accept���e �f Ehe �roject and f�na] payrn�t�t �it�reo� as ��tlines in �ra�r��� ��-�i.� be�ov�. ��-�.� FII��►�. FA'�1�I��1�;: W�e��cver atl t�ie impx�vem��s �r�,vide� for by #�e �ontr�c� Docurneiy�s �d al� ap�rov�d ,r�odi#'tcal�ias�s F�x�reof sk�aji lt�v� baen couip��ted anci �11 re�{uixait�e�#s �t' [l�e �o�ttract 1]actune�tt� �ave been �14��]�I�C� 0?i ��1� �}�,CL 0� �].� �or�Era�#�r, a fi�al �stirn�te showing tlt� vai��e oF t�� v�oric u�ill be p��`cd i�y �he E��ir�eer as soa� �s the necessa�y me�s�ure�n�nts, co�nputal.i.�ns, �nd c�tec3� can be macie. �ll pri�� �s�i�ates u��n whi��i payment �r� b�en mad� are s�bject to necessary c�rr��uorts or revisions isx tiye �na� �ayu�ent. 7"l�e am��nl of #he fi�a] os�mate, �ess �revious pay�er�#s �nd auy sun�s t��� hav� been �educted or xetain� under tlY� �rovisions �f th� �ontr�ct ll�curne�rts, wil� b�c ��id lo l}�� �ont�a�to�' witl�sn �0 d��s a�t�z the finaI a�eept�nce b}� t�1� ��vr�er �i� s�roper resolu[ion of [h� ��Ey �o�tncsl, pzo�i�e� tlie �onl�'�c:�ox I�as �i:u�ish� to t%e ow�er s�ti���c#ory ev�d��cc of tomp�i�ce �s fot�ow�: Pnor ta subrnissia� o�th� fina� estima[� fox payme�tt, th� �ontra�tor shall �xecutc �t �1'iyc���it as fi�v.i�hed by tk�e �i#y, certi I`yxatig i�at; A. a�l per�o�s, �irr�s, assa�iatior�s, co,�aratio�s, �r otl��r organir.atians f�rnishir�g lab�r aiidJar in�t#eri�ls �a�e be�n �aid j�i ful�, �. tha� l�t� wage sca�e ��tablisi�ed by th� �i�}+ �ouncil in the �ft� o� Fort V��rEh h�s bee� paFc�, and �. t�iat tiiere �Ye n� c�aims pen�lir�g f�r p�er�a�al izt,�ury r�dlor �ro�er�y da3nages, TFx� �cc�}�ta�ce by the ���Erac�or �f tt�a l�st or finai p�yt��ent as afaresaic� sh�l� ��er��e as ��td sh�J� rele�e th� ov�m�r from �1l �l�ims or liab�li�.ies un�ier the �onlract f�r anythin� d�rt� or fiunis�ed or rel�ttzy� to t,�e work uixder t�te �arits•a�:� �acurn�nts �x �nny act or r�eglect o�'sa#d �ity relating to �r ��ax3�ectc� wiih i�re �nntract. C8-8�3} `�e maic�r��; ot ik�� fin�i pay�.�r�t by #he Own�r sh�il �t�t �`eli�v� tk�e �ot�[r��tor a�` ��}� �u�r�ntees n�' ot�er ��q��iremen�� a� �i�e Conlr�ct �7nct�met�ls wi�lch �per.ifically �orr�inue �ll#:� k;� S ��1. �8-$.�1 AD��}l��* (�F �}F:SI�'s�V: �t i� unde��taod th� tl�e �v�r�� belfev�s it has e�l�loyec� comp�t�t�� ��gir��er� a�d c�e��gi�e�rs to pt'�pare the �oiitrt�ct r]o�urnen�s �d a�l mod�iic�ii�n� o�' the appr��re� �on�act Docwnnen.t�. I# i�, �i�e�for�, agrecd lhat the �vv�er s1�1� �c re�}�oi�rbie f�r ���e �d�c�u��y nf its own d�sig� fe�,l�res, suf��iency o���e �o�tract l�ocurne�t��, I.he sa�cty af th� s�ructw�e, �rnd the pr�ctica���i�y of the opci•a#i�r�s �f #hc cc�mp�ete� pi�nject, pro�ris�e� t�e Cc�r�trac:�or I�as complie� wi�l� #he requircn�ents of �� said �ont��cf �ocumei�ts, �lk �pproved rr��dali�atro�s �iler�o#', �,nd ac#ditions and Ai�e�ations lhereof ap�ro�+eci in wri�i�g l�y t�t� �w�er. Th� ls�d�n n� proof o€� st►�h c�mplian�� s�all be �p�n the C;anfx��tor to s�ow lh�tt �� i�as comp�ied wit� #�ry� �o��act I]ocum�ts, ap�r��+ec� »�odif�c���ons k�ereof, anti �lI alt�r�t��r�s lh�reof ��-R, f����I�IL Cr[�A�V'CYy �e��C�er Ch� �i���l ce�tifica#a of ��,�+rr�ent i�or �y provi.si�t� ii� �he �o�tr$cl �uc:urnents uor p�riial �r e�tsre occ�xpanc}� ot` ti��e of lhe premis�s b� t�t� �wi1�€ �h�li constiiule ai� 2�cc:e�tance of the wo�'k nc�i �one i�t accordar�ce wiili tl�� �an�r�ct Dc���rr�ents ar ralpevc ti�� �oi�#r�cior af I�abit�#}� ir� r�spec:t to any expr�ss war��r�ties ar �spnns�brl�iy� f�r fati�it�r inate�i$I� �t v�r��rkn�a�sfYip. '1'I�� ��r�lractoF �liall rei�tec�y any d��'e�t� at �ar��age� i� �li� �vori€ aud p�y �'or ar►y t�amage to �tye o�her w�r}c r�s�altiu� t6�refi�om w��ich s�ia�l appear w�ihin � period of r�n� �r��r fr��-n llie dftt� �f final accep��nc� of the wv�'k ru�l�ss a longer �er�od is ��eet��d and shall fur�tisl� �► �ood �nd s�ffic�er�t rr�ai�rt�r�ance bar��i irt thc �o�ant �f 1U0 p��t���rt �f #h� amou�t n�` tl'�e cont��c� v�hich sh�tl! ��.��xr� tlie p�rf`arrn��e �f llxe g�r�eral guarant�+ �.� �bave autli�erl. The Qv�,rner wi�l �ive noti�c o�'�bserved d�fects vti+itl� ����or�ab�e �ro�npt�tes�. �R-�.1i__��JBS�b��IF�Y�V�RK� ��y �€�d ��l �vark ��cci����l� g�v�rned by doc�mex�kary require�ncrtil� {'or the �roj�cC, suc17 �,s concl�li�ns irnposed 1�}� l�e Plans, i�c C'ren�ra� �al�tra�i �oaurn�n�s or th�s� Speci�� �oMtr�c� Ducum���s, �n wfiich t�n s�eci�ic i�em for bid ��s �e�r� Fr�vj�ed for i�� th� Propo�a�, sf�a�l b� �or�si�3ered as a subsid��ry ii�r�y o�' waa��, i��� Co�t crf 1�+hic1� shal� �e i�cl�ld�d �n il�e price bid in ihe P�c�pasAl, for ea��, �i� ite€n. S�r�ace �esto��xti��, r��C �xcsxva#ior� an� �le�ttup ar� g�ncral i€e�tis vf ►�v�rk v►�l�ick� fa11 ir� t�e ��te�ot� of s��asidi�ry work. ���8.1� MI�[:LL[,,AI�;g�J� Pf.A�LI4i�i+1T [.}� I�iA'�RI1�L: 1v€�t�riai m�y !� a�located ���de� v�rioxis bid i���I115 ia t�e �ropos�� t� estah�isl� w�il �rices far R�iscel��t���ou� p�acen��u� �f m�t��'��1. Ti�ese rna�e�ia�s shali I� usecl oi�l� w11e� dire��ed by the En�iNx�;�r, dege�ding �n ��ld c:or�ditions. Paymerit for miscelfancat�s �l�tc��tet�[ �f m�x��ial will be m�u.ie F�r �}�ly t�7at �t�r«unl uf m���e�•i�l u�.d, nYe�s�t�d to lhe r�et�s�st or�e- tert;li tinit. P�y��r�i �'or rni�ce�l�tea�s plac��er�� o�' rr�a#eria� s���l E� ia �c�ar�ianco with tl�e C'ie��sai �outr�ct Do�ur��c�r�ts rega.i�dless oi'tli� ���u�l amo�r�t �ksed fo�' tl�e �roject. �8-8_ 13 R�'�C}T�D L]��'UIV�L.I�iTS, T'lie C'ot��r��tt�r �li��� k�ep �n recvrd ��o�}� of �I1 spc�i�ca#ior�s, �alans, �tdde�d�, �iYodi[i�ak�ar�s, shop dr�wings atxC samp�es �t t�e CB��(�j �i#e, ir� good �rc�er �xd �r��tc�ta#ed to sl�uw �tl� c:i�ai���s m�uie s�uring t��e constre��iioii process. '1'Ixe�e ��z��l be dcliv�re� �o t�7c Err��i�eer upoi� co�r����t�c�rt ��'the work, �� � I � C8�8�S) ��� 1 �.r � - _ ������1Y1����R F �✓���I�I�J��7 T� P�1f��' � S�'Fl�� �� : s�r�r�,r,n���v~r��� ��nrut�rtorvs �eo ��►�T c - �;�;rv��x�i� �o���r���vs �. ��ri���►1 'I`��se �u��lerne�Yl�u�y Cn�td�t�t�r�� amend or su�p�eri�eixt the C��r�erai �anditions �� ti�e �ontr�ct and c>klt�r �rovisions of t�ie �ontiac� �loctunents as iisdicate�i l�elo►x. provisia�s w�tcls ��e t��t �v at���Ydcd �� ��pplen�e�t�d rellt�xin in 1`u�l f�rc� and �t��c#. B. �8-8.� �'AR'1'1�1I. E��FfM�T�� AI�D RET�►��l��'rE: �'age ��-8 �2�, sl�ould bc d�eted is� t#s ez�tirely and ��p�ace� witi� tl�e f��lo��r�g; Pt�r'ti2�! ��y �siirn�te� sh�ll be subinittcd �y ih� ��r�ir�ctor or �rep�red b�r the �it� on #�i� Sth �a}� �nd �Otkr �ay of each �o��th that the wok��C is in pra�css. '17ie estirt�ate shall be proceed�d b�+ ih� �ity o� t�e l Otli day ��Yd �5#h day res�ecXivel}�. Esti�yi$��s wi�� be paid V�l��llii �� ��5 E���O�VIi�� t�l� �I1Lj ()F��� ��i131�tC �EflO�� �ess the a�p�opriate r�tain�ge as set o��t belov�+. Parlial ��� e��intat�s rnay incji��� ac�e�tab�e nonperisl�abae �����'sa�s del�ve�e� �o i#r� v,�ox� plac� w1�i�h are to be incc�rporal� into tlie �vor�C as a�crrnan��l }�u��I ihere�f, but w�i��t at tfie tiYne afth� pay e�ti��at� �ave not �e�n sa ir�stall�d. �f such �naterials are ir�cl��e� witi�in a p��► estir���#e, pay���t s�all be bas�d u�on $�°� of t�e r��� voic� va�ue thercof. Tl�e C:o�ttra��nr wil� t�rnss� tlic �n�,�neer s���h ir�iars�ation a� rna}� bc reason�i�l� reques#ed to �id itt #�t� v�ri�i�ation vr �l�e prep�xali�n o�tl�e p�t�r e�lirn�t�. �'�r con#r$c�s of less t�t�n �4�O,�fl� at tit� tirne of e�ceculion, r�ta.c.ioage shr�ll be ten pe� �ent �10°1��. �'c�r conlract� of �4��,040 or ��re afi #he time �fex�cution, re�tai�ge sk��ll l�e five ��r�e�tt (�°fo). ��ntr�ctor slx��l p�y s�bco�nt�'��tars �n $ccoixi wlih t�e .s��c�r�tract agreemeni ►���t�iin five (�) busiue�s d�ys ai��r rccespt b}r �on�r2��tor �f ��� p�,yrncn� by �ik�. ��nkr�ctor's fa�l�re ta m�ice l3.ie requir�d p�y�ner�4s to subcor��'a�t�r� wtli auilY�ri�� t1�� Cit}� #� w1i�il��id f+�turc payin�ats frorn t�e ��n��acto�t �nti� comp�i�►n�� with ��i� p�a�'api� is ��co���isllcd. �t �s ur�derstoad th�t th� p�rti�l p�y es��rnat�s will b� appraxim��� an�}+, and �l� p�rti�►1 pa}� �SLL�]1$�CS �El� �7��flYl�ii� t]� 5c1lii� W�I� �� SLI�}��C� �D C.�X'1'�Ct��1] 211 the es�nyate r�ncier�d fo�lowii�,r the clis�ovcry of �h� �t�ista�cc in An� psev��us eslis�ate. Farti�� ��yme�tl by O���r �'or taxe �t�v��Yt o� work �oi�e or of its c�t���i�� or sufficien�y c�r �c:ceptance of th� wor�. don�� ahall not relcase the ��n�r-ac#or �� �n�+ o#� its €e�por��ih$]ities �w��r tl�� Contract Doc�men#�, 'I'��e �z�y rescr�+�s t#�c ri�ht to t�vsti��io�d th� �yment of a�y p�r�i�� estirnat� if �e {y'o�►l��a�t�r Fails ta pe�Form tlic woxit ir� �ts'ict �c�ordar�c� wi�l� #$e speciCicalians or ol;li�r p�'ovisrvn� o�t�s contrac#. �. ��u'# �- G�neral �;�r��}ilions: Par�gra�jY �3R3,�. � a�"Eiti� C�e�e�-aI ��ndilic�r�� is d�le�ed ar�d repl��cd w�1�11]-3 of Yairt D- S�ecial �onc�iticrr�s. i�. ��-�.1 � �I�L�RAI�G�: �'a�c �3-� ��: Dejete �t�b�a.r��raph "g. L��AI� A�+�1+11' ��It 1N��JRA,N�1;11.i��] 13�i+T�II��'i°' - �ev ised Pg. 1 i O1��102 �. C:C��G.1� ���17'�tA�'i'{�R'S i�SPC����3L�T� F[�R I��1IV��C�� CL��1v��: Pa�,e �6-� (8), is �iel�t��l ii� i�s entire�v anr! ��,1��e�� wii�t fhe F�liowi���; C:o�tFac�ar cov�n�axts ant� agree� to indcn�tvfy �;ity's c��ineer a�xd ax�#�ito�t, �ttd 1�Ke�r ��rsa�u�e� z�# t�t� pxc�ject si�� i���• �c�r,tra«i�o��s �ol� ne�ligcn�e. Ln add.it;�rr, ��r�xr�ckc�r cp�����xttts �r�d a�r�es to i�d��nity, I�vl� harrn�e�s and def�r�d, at iks ou�i cxpens�, #�� �wner� its of�i��rs, se�v�u��s ar�� enYplopees, 1'ron� and a�ainst an� and all ���ims as s�i�s for prnp�rl� l�ss, p�o�erty da;n�ge, �sers�rt�l injury, xnc��udting t�e�t�h, �ri�ing aut af, �r alCe�ed to a�is� ou� o�', lhe work a�xd s�rv�ces to be �t��fn��d ��re�n�er b]� ��n��'�clor, its �xfiic�rs, ageyils, em�loye�s, s��c�ntractar�, licer�secs or ir�vit��s, rvlre��e� ur r�p� ar�v sr�ch �r�i�rr~v. da�na�e or d��r11r i� �.Fr�u,���d,�,r'u F�I�o�e or i�r trr�r�� b� �lre r���Jr���rc� rrr ulle�cd t���li�c�r�r� rrf' ��v��er, i�.� r�ff�ce�rs. s�r�►��,�, crr �f�r�lov��s �on��ractt�r �i�Ce�vi�e c�venants and agree� lo �r�demn.if}► �}d l�oid l�arrrt��ss ihe C���ncr f�rom a��d ag�ins� z��xy arYc� �il inj�ui�s to Ov,�rtier`s �f�'�ceis, �e�vAnts anc� e�p�oy�es and �n}� dair�a��, �oss o�r des�r�i�t�on t� pro�erty �� th� �vu�iYer �ri�in� li��rn ��� pe�forrn�u�ce a#' an}� of t�e ��rtns t�t� condik�ons c�f 11�is ��ntra�t, �salie�l��r� or 1r�� r��1� srrclr r'rrirrr�r �r rfrrrrraee r's cuu�ed r'rr ��l�of� or r'� ��r� ht� �h� ��e��rrce or �rN�ed rre�lr�e�r�e ol'�a+�rte�. i1s� r�ifl��r�, .�er��x��+ or� �mtr7nve�,�, ln ��e eue�tt �wiie� rceei��es �► �vritt�� ��airr� �'ur d�tr��ge� �gain�� ti�e �o�tractor or it� s�bcon�ra�ta� �r�or to final pay�ner�t, #�r}al �aymc:r�t shali �rc>t be rna�e �nti� �on�ractor either �a} subm�ts to Ovwmer s�ti�fact�ry evic�cnce ihat �he c�aim ��as �� set#led �r��lor a re�e�se from i�te ciaiitiar�t invo�ve�, or Cb) pro�ides �wr�er wilh a�et#er frors� C�on#��actor's �iabifity ins�t�auce c�s�ier �hat i��c ciai�n lias b��rr re#'�rred to the i�surar��e ��i�ri�r. 7'lie bir�ctor may, if h� deerr�s it a���ro�riat�, re#`�se to a��:e��t �i�s an otli�r �ity of Ijoi� l�Jor�:l� p�bli� wc�i'k fx�rm ��nn�ractar a�asnst �rrliom a���im for d�rrt�g�� is ����st�,nd�.ag �� a resvl� of work }�erFoz��t��l urtc�cr 2� �ity �ont��acc. F. INC�E�SEL7 0� �7���E�l��'Il �CJAl'�ITITIL��Part � - C��n�ral �n��l��inr��, ���tio� ���4 � �E�PE C�T 1��RI�, ��gc C' �-� (1), ret�is� �ar��ra�h C:4-�.3 �7��i�;A�£�] O� 1]��1��1,S�;D �UA1+!'1'�"C'IES to r��� as �`o�lov�+s: Th� �vvaer res��ves d�e rig�� ko �ller t�e q��i3�flies of tl�e w�rk to be perf���ed ort tt� e�tte�d or s�oi�ten t�te uupr�vcrt�ents �t �any �ime �xhe� an� �s fo�nd �a bc nec�ss�ry, �ztd t1�c �ontr�cl�r sh�li perfor� �e ��+orEc as a�#ered, increa�ed or cieci�sed �t �I�e uai# �ric�s AS �St�I}�lS�'k�C� 1I� �1� ��}f���fdCl {jOGiiI11�llCS, �Vo �►L��wancc vwril� �c f��d� for ��r� cl�a�ges in last or a�rtici��t�d pro�i�s ����• �halI sucl� ch.anges be consi�ere�l as wa�vi��g or ii�vuiir�rxii�g ��ty c�r�diEtor�s or gr�vts��t�s o1`�he ���tr��E I�ocx�une�ts. Variatiofl� i� q�antilie� ofsan3t�ry sew�r pi�s in dep�h c�l�gari�� sh�li b� int�r�rcted hex'�i� �s a���lying to l�h� averall quantities ofsan�tary se�v�r pi�� in ���h pi��e si.xe b�� not to iJte v�riot�s d��ti� c�t�g�rie�. C�evis�r� P�. � t �l2�JU2 fi�. C3-�. � �_Ii+1��i�A�1��: �'a�e �3�3 (7�: Adt� ��xbp�iagra�h "1�. ADDTI`I�T�iA�1 TNS��Rf1T�f�'� R��L1TREiv�C1�T�" �. TIYe �it�, its �f�icers, e�np��}��es and scnra.uts �ha�i 6e en�orse� as a� a�di#�onal insure�i o� �onirttccor'� ians�u�anco ���icies exc�pt�n� emglv�er's �iabi�ity insu��r��� c�ver�ge ur��er ��nira�to�'s �workers" comp�nsation i�surance �vli��. b. �ertrf�ates af insur��ce sl��ll be d��ivet�� ta il7e �ity ot' F�rt Wnrti�, �ontract adn�i��strator in i�xe res���ve cieparl�t�er►t �s sp�cified 'u� t}�e ��d documer�ts, 10�� Tl�rockr��rto� �lree�, I�ort �Vo�'l�'►, '�'� 76IO2, prior to �o�w�en�e�ent nf work on tl�e ��r�trac#ed pro,�e�t. c. Ariy ��i�t�r� o�i p�'t uf �he �it}► t� r�quest rex�uired i�n���'�r�ce docwnentati��n s#�all n,ot consli#ute a�vaiver n��he ias�•auce r�t��u�emeiyts �pecitie� hei�in. d. F�ch irr�eu��ce poli�y sk�ll be �r�dorsod tn �r�vi�e th� �t�� a t�i��anum ihirky day� nr�tz�� of c�r�c�la��ior�, r�onYrenewal, ancUor in��erial cl��ng� it� po�icy teFm� or coverage. A��n d�ys n���c� ���1 f�e acce�t�b�� in th� cv�nt of ri�tt�pay�t�nt of presr�ium. e. I�s�arers �us� be autltori�ed #� do b�s's�,��s it� ti�e ��ate of Tex�� �c� �t�vc a curr�nt A.Ni. Best rating af A: ViT ar equiva�e�yt n�essure affinanc��1 s�rengih �d �olvency. f. �edu�t�bl� lirr�its, or sel��fun�ed retc,�t�ion ]irn.�ts, ott ea�� pnl'tcy niusl. na� exc�ed $� 4,OQ[},UU pe�' occt�rre�ce �r�l�ss o#he�-wise approvec� b}� t�he �i#y. g. �th�r #,�an wo�k��'s cornpensatio� it�stu�ce, rtn li�u o#`tra�#ional insuran��, ��tp ��►�+ consi�e�' a�ter�ai�ive cov��ge ar i'lSjC iC�e3�J31�[!i 1'1��0.813t4S �17TQi]�Ii iI1SL�k'�,nce pools nr r�� r�.tention gnvps. The �ity mus� �pprot�e �s� writi�xg an}� �lfe�ativ� �ov�rage. h. �orkers' c�mge��ation irtsurance p�licy(s) ca�er�ng ��tgl�ye�s empioyed o� lhe pt�oje�l �l�a�l be enc�orsed �ii}� a waiv�r of s��rog�ti�t� �t•oviding �igh�s af te�c��e�rp �r� �avc�� af l:�t� �it�. �. �iiy �hall not b� re��onsible f�r the d�reoL pt�yit��r�� �f instuauc� p�emium c�sls �'�r contt�ctar's ins�rance. j. �oniract�r"s i�sui`Ar1C� p��iCi�S S�i�II ���� b� �t��r5ed t0 pro�+lC�� that S�c�i i[�s�ranc� is prima.ry p��#e�ion �d �,�y sei� fu�d�d or commerc�a� cov�rt�g� ��i�tain�d by C:i�y shall no� �ae c�l��xi u�on �o cvr�lribute to loss rccovery. lc, In ih� course of t�tic pr�je�t, �o�#:ractnr sh�l� reporl, i�x � timel}� maa�xer} t� �zl}�"s of�ic:�al�y desigt�ated con#�ct ad�nir�istrat�r �t}� I�aowr� ��ss occ�rres�c� w1�s�l� could give rise to a 1's��iliiy c�a�m ai` lat�vsuit �� �liiel� c�uld result in a� praperty Xos�. ��vised 1'g. 3 i �12 �f 0� 1. �on�a�tor�� liab��ity sh�tl not be Iiaxti�cd to #h� s�ecifi�d a�,xa�ut#s of ins�r�tice rerax�ir�d �e�ein, o�. [.Jpo�x k�xe re�t��s� af ��ty, �ontrac�or sl�all �ror��ic�� �otnp���e s;op�es o�' �LI insurance pal�cies nquired b� 1:hese �ontract doci�n�#s. H. ����.4 S��f�� O� k'AYlVFEI�1l`: De�et� ��-8.4, Sc��e of �'�ymcn� at page �$�-8(l) is de���e�l in Fts �atiret}� atsd repl�c�d ��ih LY�e 1'�ll��iug: 'li�� �on�•t�c�o� sFia7i rec�iv� and �,�:cepl lhe ��r���e�sa�ian as l�er�ir� provided, in. fu�l paym�r�i ft�r tumis�� ��� Ea�,or, tov�s, m�t�als, a�d iacide��als for �erfc�rrnEu� a�� work con#ern�luted �nd em�raced unci�r l�res� C;ontr��t £�c�m��is, for �ll lo�s �nd d�uige arrs�n� out o�' th� €��lui� �f l�re v�or�C �� fx�orn the aclion of th� e�ernen�s, far aay �%��es��n �efec�s or vbs��`ucii�r�s whicli may arise oF b� ��ticounter�c� during ihe prosec:trtio� vrhic� vnay arise or be ��ca�r���r� durit�� t�� �rosectitia� nf tiie worle �� any #im� Ix�i�orc it�� �in�l �cce�tanc� b�r trye �����r, (eac��pi a,� pr�vided X� par�grap� ��-�.1�} for all r�slcs of w�aiever d�scr���iion conttiecte� wil�h i�e prosecuiion �f" the wor�C, fs�r al1 exp�t�ses incu�i�ed �y nr iiy cor�set�u�r�ce of the suspe�ion or discoiYtuy�axtce o� sucl� pro:�cutioz� of fl�e worku�g o�erati�ns as hereir� �pe��Si�d, �r �n}� aa� all in#'ringeinefit� �€ p�tcnts, #r���t�arks, copyri�tts, or �#h�r le�a3 resei�ratfot�s, �utd for ccx���leti�g ��ie wa�k i� �n �cce�ta�al� u�anner �acordin� t� ihe ��rrrxs of il7e �on�ract Docum�ri�s. Tl� c pa}mn�nt ��F a�y cur�r��l or pa�ia� estimat� �arior to tl�e f n�l ac�ep��nce �f i�� wc�rk by� ��e Own�s s�tail it� �o wt�y cor�stii+�E� de� ��knv�vlcd�met�t of the acc��ta.�tc� of t1�� wor�C, i��teri�tls, or ec}uip�'ner�t, nor iu �ny ws}� prejuc�j�� ar ��i`�:c� l�t� t��li�a#i�ns of tlye �ontra�t�r t� rep�ir, c�orreci, renew, or r��l�ce at �iis owp and pro�,,�r exp�nse ar�y de#'�cts 0�' inip�rf�ctioits ia the �onstrr�ctir�ri ��� i[� l�t� s��renglh or €�ualit}t D�� I�1L" iTl'dtCll`� 11S{$4� �C equs�mcn� ��' rn�c;hinery Cur�ushe� in or �bc�ut th� �nnskru�li�� o�' �e wark unde� ca�txract and ita �tp�urt�ianc;es, or ��y CiAmage d�xe �r �ttri�ut�d to ��rch c�e��c��, �rh�ch d�f�c�s, imp�rfi;����r�s, or dama�e s��a�l I�av� Ixeen di�covei�ec� on or bc��,r� [lie �rs�a[ it�s�e�tion ar�d ac��#���ce of the worlc or €ituii��, tl�� tv�ro (�) y�ai` guara�ty periad after t�ie �n�1 �ceeptanc:e, T7xe ��+ner sli{�I i�e tl�c saie juc��� o� s�ch de���cls, �rnp��'�'eclio�s, or d�mag�:, �td tlie �oatra�ic�r sh�li be Riab�e ta t�e �v►�zer fnr failure to correct tlte same �s �ro�ridec� t�erein. I. C8-�, � 4 Glfi�"�:�AR� GiJAR�1T�iTY: Detele C8�S.I �, G��ersl �'ivar,�r��y at ��sge �5-8�4) i� del�ted in i�s erxtiro�y a,�d i+ep�acod witla tl�e �`oll��vi���: I�eitlt�r 13�� fu��l �:er� i�ca�e c�f �ayrr�e�t nat any pro►�isiu� in �h� Cnn�r�c� ��ourne��ts, nr�r part3al or eirtirc occup�cy� or ��se of �i�e premises by t�re �wt�er s��a�E cc,ns��tx4te �r� xcce�tance of wor�C �toF do�e in ucc�n�ance w�th ihe �ontr��# Doc��cnts �r retiev� l�e �or�tr��;tar o£ i�abiEi[y in res�et��. �o a��y ex�ress v�rs�r�t�ties or res�oi�sib�Iiiy for faultJ� �ateri8ls vr v��orkntia��sj�ip, �l�n ��ntr�icl�or si�dl� r�medy any dcfecls as' d�rr�sgcs �n ih� w�rk anrJ p��r fc+r �fl�r d�t�n�gc� to �th�r war� or prope�ty re�ultin� theraf�crm wliich sl��ll a�pe�r within a per�o� nf t�vo {�) y�ars frorr� �he data offi��l accep�ancc af �to w�rlc ��r�loss a luu�,e�� p�r�od is specif"te� ���c! �lialt furr�ish � goa� aaa� s�l�icaent �n�������i�trce bo��d in !he runo�nt of J UO pc�cei�l ot'#i��; ����ou��t of �Iti� c���t�act Revised I�g. �# I �1�4f�� wl�ic� shall assur� tir� perf�rm��ce of tite g���ra� g��ran�y �s above ou#linod. 'I`}�e �w�tie� will �ive r�atsce �f �bserved do�'�fs witl� r�isoi�a}�lrt� ��m��p�ncs�, �P►n}� re��r�n�e to any sf�o�-Eer perio� �1� tk�� of w�rau�ty �onts►i�e� ���wlter� ��i�in #he sp�ci#ic�#ior�s �1ia�l h� r��alveci ir� �`av�r of t��s speciCc��inns, i� being t�� C:ity's intent tha.i thc �or�tra�tor guaraniee its ►��rlc �or a p�eriad of two ��) }�ars ft�Ila�ing tl�e da�� of acce}�ta.rtc� �fl�re p��,��c#. � th� 5��cial �r�s�ucti�r�s to Bidde�, TPW �ont�ac�s pl�c,� th� fol��wing in �i�u �� lhe existing p�r�gt'�tph �. �. P�rt �- f��n�rai Gandi�ioivs, �e�:t�o�y ��-� II�T�R�'RE�'A`FY��1 �lI�1D PI���►�A�I'i0I�1_ C�l� P,���'0��,1'�e ���� �4) c:�clrati�e psragrap�s ���2,7, G�-�.8 an�i ��-�.� with the f�llowir�g: C2�-�.7 DEL�E��* O�` �'R�P0��1.L: �Io p��pc�s�1 will be co�s�d�`ed un�ess it is de�iv��eci, ac�orr�pas�ie� �y it� gr�pe� �id ��cur��y, tcr t�e ��trcha�ing 1�ana��� or lY�� represent�#K�+e �t tl�� �ftici�l lac�i�c�it �d �tsted tunc sel forth in thc "I�otic� #� �ic��ers.,' �.t is �h� �li��er"s so�e �esponsibi��t}+ to ���iver t�e pr��o��l �t tlie �raper 2irne to ihe pr�par p!$ce. 1`he r���r� f�ct x��t a pt'�gosal rvas dis�ici�e� w11� not bc co�sir�exed. 'Thc �3id�ers r�ust l��ve tl�e pr�p�s�al �ctu���y d�l�v�r�d. �.a�hproposai s���il be ir� � s�ai�d euvelope p��snly rr��ked wi#h #l�e wor� "P1��PQS�L,,, €�tyd #he r�am.e ox c�esc�iptia� of���e prc��e�l �� t��sigt��le� i� the "I�a�ice �o �3icld��•s.�� �l �c �i�velop� s��a�l �� addressed io th� P�rch�siu� I1�anager, �i�y o�'Fort �orth P�rcha�iz�� l�ivis�o�, �'.�. Bo�c i'i(3�.7, Fc�n �Voirth, T�xas 7fi! ��. ����.5 13ViT1�L��AWIIV� PI�(�P{�S�1L�; �'�j}os�l� a�iu�Il}� #iled witli �Ite P�u�ch�sit�g �1an�g�r c�not be wii�d.�'�w�. pr�ar �o t�e time set for openir��, pro�o�a�s. � re�uest f�r �vn�co�sidera�ion �F � �r��osa� �tu�t bc m�ci� Ft� �vriting, ad�i�•e�sed �o ti�e �ity IVfa�a�er, ��d filed with ��rn �xit�r to #�te tini� s�t �`or �he �penirtg af pFoposals. �.t�er ail gro�os2t�s noi req�►�s�e�3 F�r iion-cc�nsi�erati�n �t`e o�e��d aiid ��xb]i�ly r��d a�a�c�, ilie pi'��o�als for which n�r��eon�idera�io�i rec�t�est� h�,ve h��r� �rop�tly fi�e� m��r, �# the o�iio� 01" i�e �wner, �e reizuned un��e�e�. ��-2.9 �I.�C,Rr�i'HIC IVI�D�1�I�.�TIDI�1 �F PRC�P�S�1I,5: �� hiddcr may �not�ify �i� p�oposai �y telc�ra�l�c cor�t�ic�Ei�n t�x s��y ��t�e ���c�i• i�c� �l�e tinie �et for o��ning p��os��s, �rovi�3�d suc�i le�eg���hi� �oiivnuui�atioi3 is rec�ive� �y t�a P�rcl�as�t�g Manag�r prior #o #he s�i�l prnp�sa� op�ni.ng ��n�, �nc� provided fu�Eher, i��� lJse �ity h�I�t��;c� is s�lisfied �h�x � writtcii �nd �uly �ul���titi�a�cd ca�.#itrn�t��� vf suc�t xel�gr�xp�� camrnu�icati��� over ti�e si�nat�ne o�' the bidder �v�s r�ailed prio� ta i�� prop�sa! o��zir�g lime. I� s�c� �on�irma�io� is �x�t rcceivec� wit�it� f�rty-eig�t �4S) �o�us �ffte� �h� propc�sal oper�in,g tirne, no f��th�r cot��id�ration wi�l �e �v��t to i��� propost�l �. �3-3.7 B�]�1']S ���TY LE�` PROJE�TS�: R��'ercflce P�ri �, ��r�er�l �onditi�r��, �alecl I�1o�en�l�er 1, 1�d7; (�ity Iei p�'oj�cts} rna�Ce tlie #`olZa�vir�g rcvis�o�s: l��vised P�, � 1 �1�4l�� 1. �age ��-����; [he �ara�r�t�h aftcr par�,�r�h �3-3.7d �ti�er Banc�s shc�uld �e ret+�s�d �o m�� d � In order �o� a sur�#y #� I� a�ce�table t� the �ik�r, the surety must {� } ho�d a cer#i��cate �f autho�ity f�m t�� United �ta��� s�cretary af #he �r�eas�ry to q�ra�i�p �s a sur��y �r� �bi�gati�ns p�rr�r�itt�d or rec�uir�� �un�ler federaF law; �f ��� h�ve ab#�i�ed reinsurar�ce �o� any l9a�b��i�� in excess of $'�Q�,00� fra�r a r�i���rer th�t is �uth��i�ec� �nd ade�itted a� a r��nsurer �n tl�e �tate oF Texas ar�d i� k#�� �o�rier of a coe��fi���a of aut�ority fr�rr� th�e #�r�fi�d �tates secre#ary �f th� �reasury to c}ualify as a s�re�� an obligatio�s permtt#ed or requ�red under f�deral lav�r. �atfs�actory �roof a� any �uch r�ir�sur�n�a �half �e �r�vEd�d ta ti�e ��ty �pan r�c��est. 3he �ity, in iks soi� di�cretion, wfli det�rmir�e the adequa�� �f #he p�oof req�ir�d k�er�ir�. �. 1'g. C'�-3 (5� P�agra�h �:3�3.� 1 IN��JRANC� d��ete subpar�g�'a�h "a. C�MPENSAT��I�I II�iS �1�Ai��:ET'. �. Pg, �3-3�6�, T'axa���}�r �3-3. i�l I�YS�.1�AI��,�. del�te s�ti�para�raph `�g. �,��AL ACX�1�T F�ft ��S�iI2A1+l��; �1� B��#�L'��`rr". L. F���IT T� 1L[JDl'�`: Paxl �����eral �oi3diiious. Sec�ac>r� �'�-S M���C.F#��1vf�l�T AI�D PA1�I1����`T, Pa�e �8-S (��, a���� the F��lov�rir�g: �8y�. I �# Tt���-Y'1' '�'O l�����': {A� �oz�x�-��to� agr�es that tli� �ity �I��i�, �i�r�i� llie �xpir�ti�sn o�' �J�re� {3� �ear� af�er �n�l pa}+ment ����r t�i� s:oiiira��, �av� access #o �t�c� �lt� i��;�t to exa��in� s�d p�p#occ��y any c�ixe�t�}� �rtvY��t b�oks, r�q���mcr�#s. �apers a�d i�c�rds v�`�l�e Coii�ra�:l�or invol�ing transaclivst;� �eta�ing to #his �ojxL���l. ��ixir�►c#or agr�cs ti�ai �e �xty sh�ll ���ev� acecss ���rtn� nor�al worlcing h�urs to ail t�ec�ssasy �ont��ac:�or facilitias a�d sl�al� b� �ravided ad�u�►�e ���d ��pra�,ri��� �vc�rk sp�c� ui or�cr #a conduct a�di� in cain�lianc� w�i� the provis�c�n� �f l�tis sec��on. '��e �ik}+ s�ail �jve contr�cta�r rcaso�b�e at�vAncc noiic� �f �ii�1i�C� �11�i�S. {�� C��yt�rat�fa� fui�lier ag��es lc� ir�cl�c�e �o �I1 its subcor�#r�xc#s hore��nde�• ��rovisior� �c� the �€Fe�i t}t�� i�he s��cou�r�ctvr ��re�:5 ii��� lh� �it� s�ra�l, un#il ti�� �xpir�ti�r� o�'thre� (3) years aftc� fina� p��rnenE �ncler �� s��co�tra�c, h�ve r�cce�� �o aud lh� ri��t t� exs�nin� tYrtc� �ho�aco�y an}+ di���c�Ip p��iine�t bnoks, docu�nejx#s, p�pers �d i�e�o��s ai's�,�h s��icon�r�xc#or, inva�ving tr#tns�ctio� ttr �L�e s�bcoi��rac�, �rtd furl�zer, thal� �i�y sS�all ��v� access di��ir�g �orn�l w�rk�r�g h{3urs �a ail s�b�n�tr�c�or f��ilit�es, artc� s��a�l �c pr�v�d�� adec��ate �i�d a��ro}�rjatc wc;rk �p�ce, Iri or��r #o coii�u�t ��dit� iri �oi��ltanc� v�rilh t�ie p��v�sions of �li�s arlicle. ��ty sl�all �i�re �ubcon�ractor r���o�iable adv�nrc r�otice af in#cnded aud�is. (c} C;onEra�tar and subcor�trac�or a�e� tc� p�to#ocopy such �nc�'n��is as in�y be i�ec�uc:,�ted by t#�e �'i!}�, '�1�e �ity �gre�es to roiml�ur�e �lYe �o�iF�ctor f�r L1tc cost c�f` cc�pies 2�s Fa�1ow�: f��v�s�d Pg. 6 1 �12�1�� i. �� copies and ut�dcr - l0 c��ts p�r pa�e 2, �orc lFtan 5� cc�pics -$� �ents ft�r t1�e #'irst pa�e pl�as i�iu:w� c����� i�r, c���lr �r����: ll��r�:a€�cr L1�#. S�'I'E PI�EPA�A'I7��: �'�c �o��tractor ��a�l ���ar ri�k�ts-�f-w�y or ease�ents o�` ob�lruc�sat� �x�i�h �n�ust b� r�mc�ved #o m�lce �ossil��e �r���r prosecution �f l�te woFk as a�Art of't�iis �xoj�ct cons�ruc:kion op�ratio�tis. '�'he co�tractor'� attet�tior� i� c�rrccted t� �a��gr�p�t C6YG.1Q work wi�hin eas�r�e�us, ��g� ��-b(4�a P&LC C� CT�Ii�F'2k� L�011[���101i5 O� �}]� �A�C1` DLj}7['Ct71�I�t Gener�l �'�r�t��►ct T}�c�a�uen# ar�d Caenera� S}�ec��c�tions. ���arir�g arxd resto��ii�r� sh�i� be r.ot��adet`e�d as incidea#aZ t� c�ot�structton a�d z��1 c��ts in�u�red will b� cor�s�d�t'ed to be tncl�d�d ir� t�c Lirtear ��ut �ric� oft�te �ige, I�I, �ef�r�a��e T'arl �- C���era] ���ditiorrs, �octi�n ��-C>.8 B�►]����D��. V�1�R�IIN�G� .4�+1� ��T�HIV��i�:, — 1. 1�i�e�'ever i�e v�ro�d 1�l�tcl3m��t appears in t�i� po�t'�gr�g�, i� ��1 b� c�nged ta lhe w�� lY��nci�. �. rn ti�� fir�� par��raph, Iines fiv� ��j anc� s�x ��}, c�t�n�e �h.c p�irasc take al� s�t�l� olh�r pre����tioizary rne�sur�s to t�ke �J� �c�na��e r�ec�ss�r}� measw�es. �. I�f�i��]C�TYfWOM£',i�! BUSINF.�S E�1`F'LRPl�i�� C�M�LIA�V�F:- tte�'erence Part ���e�e�'�1 �r�Ytd�tiort��, Sectiv�i G3�3.� �nti#i�d "'�1IN�RTT'Y B�J��h1E�� �I�1�"E1��I5�'IW�N�E�1��'VJ-f�iEl] �3�t�IC�TE,�S ��+d�`ER�'���� �f1�I'L.�A�+1��"" s��.l bc delel�� i� it� �nlzreiy and r��l�ced vuiih �l�c follt�w���g: Upos� r�q�est, �oni�ac��r �gi�� t� p�'DV1�� to �V4�er Corlx�tC�� �t�id a�cura#� i��form�llOri �e��'�i�rg �ctua� w�rk pe�#'orm�d by a Iviiaor�ly Bt�sjr��s� Er�terpriss ��9B�) a��cUor a W41FI3.l1 BU51i1�45 �Jl��i�'�6� ��NB�� OI� #�3� �OII�TiiC� �1'Y� ��11E11� t�l�t'��OT�. �on#ractar �urthe� �z�ees �o �ernxit an �udit atsdfor ex€�ir�aiiv�t ofaiiy �ooks, rect�rd� �r �les in �is p�ssess�c�i� t#��t �vill s�bstautiat� t3i� a��e�al �ork per�orn�ed b}r �t �$E �ridlox Wf3�. 'Tfie �nisrepr�se�tit�t�an af ��cts �ather tl�a�t � r�egli�et�� misr�prescntatic�r�� an�lcxr tl�e c:�m�ttssion n�fr$ud i�}� �e �on�rac:�or wil� I�e �;i�unds f�r t�rn�t�aliot� ofllie co�tr'ac� anc�fo�r i.nxtf�xi��g �ctian un�er a�pr�pr�at� fc�ersl, s#�te o�� local laws or ordi��ces �'�lating to fajse st�t�r�et�t�; i��t�tlti�r, an}r such mi�r����-�ser���[ivt� �o�ter t�� negl��,��i �nfsr��reser�talion� �r�dlt�ri c�tiu�itss��r� o�' fraxic� wi�l tesult ir� tli� �oi�tra�l��r b�ing detei�ine� to be i�'respo�r�sb�e aYtd �rar�ed i'rorrr ��a`t�c�p�t�ing �t �i�y t�vnrk �or a pc�'io� o� ti�n� of r�ot ��ss E�an ih�e {3� �ears. Revisec� Pg. 7 1 {�12A�![�2� P. ���'�.�[�F� j����l`I���; ���:r�c,rx�:�' k�-3.1 a c��`�h� ��stc�tt� ('oticii�.ic����;}����.',���d��}�l�ic��i with; �f5�� ��4ila�,,,.��a�;�r� - - ._. . #�;��'�'C�� cc���lr�i�:wc�r.,��x��i[. c{r��i��j� ��+ill1 �'i�� .��4�LEC�'i317('ll�_� C3rC��2��71�]'�'�;?��, '�f`���� � �:Tc�����°�7.i stc��l C"�i�l�, 1 �l�ii EC� I �1�� I Il�- j?�l�-t��t:l�i (?�`�t�o� ��s�� il��i� ;hc �-ix� t.,;; det�:r�n��t�c���i,�� �tlie ��''s�y..C'��.��.����ct� c�C l':�s� ���.�r-S.rS.ri`;�1, ��1������ �o �� l�fc� �i��;,��1iG�ir��...W,r���.a�t1�� t;.k ��:���4lar�i�;��•i�l� � �'l�u�������:�'����, �"k�c���:���C������r�7�t�en� ��}�i�. � �.i:�:f� j`rt��.����ir�n�;� ��+w��� x��t��'��a3�e���t�clt�r����l ir� kl�er;�� �o���s r���'� i�o�:iisr���itit�. ��k��.'i"]�r. �.sr�ltra����t�� ���f�l�, ���r� �� C,�;���acl ol��i��'e�. {3��p�se��lci1€�r�i��i��� �lle.ci��c r��l'��c��}�t� �- . . . . . ., 1f���u��s+E'�;, ax�s�i���si�,����ec�e��> t��a� :�f�����i.� i3�c� �tikkme �jt�c� �cci.ti���ticaf���+�'�.;��:� �vt�k-����. �r��+la�+e�i� L�� ��_ic �c����r�c�cf���:3� �i7�:ecr�7�[r�e�ti��r� i}1' �llc �n�ct�-�; ���r���icl�'{1 �p1C 317 �.f�iti G�t�T��]'[lC:�; atr� �i�i� t�7k; .�s:t�i:��_�}tir<�i�=1�3 ti�'.ik�,�s ��iici [o et�c�C� ���n���tie�_ �'h��� r�cs>i-d� s�7.tl1-h4�,�p��t:ai�-�,l� y��:���r:i;�I��:���Ei�.����.���Foj��,���p��i�i�c.�at f���;4ft�����('i�y. '1'E��e �.�����ist�c�n� t�i'��.�;[ic��� �'"���t L,��Tt����� t��, ;,���c�i��{��:�v.:9_`_�.{�1�,�:��� ����r��t�ii���t+�i.tri� it�sr7cr�i��rr: .. . .. . �c)�"Chti� ����:��,�l4�r��:��rik[1-1�7�.i�.1[T�; iR� it� stat����ir�it����s a���.�C��r�sl���l�.ci{�i1e�s�v�;;�:_r�c���irr=aT�-ii.�''��s] ;��i�r��.fi�tr��;r.���'� ����.ct�t����ly ���'i;l: ��a�•a�;ra�xl��_��� �tt��i����:=ab�r�4}. .{c��� ��'�t�i �:��c}� E��i�ii�Lp.'7V177�i:1�1 ���iitt�f��.�_or ��a�.t�4�ll €acri��i, v�ri�ici7�ev�r i�,.����, �rti.al�ii:�ltt��ic� �#{xii,�k? slsa� t.a1�:�.��ix��������: EY�s cc�i�'t{�ti'cr!- u•��la i��c�.r�4-�i��irer���:1t�'iit` �'k�t�E]C�1' 77�1�it ]-�x��.�; _ �� � ,( �c-,��c�r=r�r����t �: c:}s��, .. ti �' � .'ry '4.'i�a- =S .'S . _ ' . �._ , . ..Af4 �r.��� �'�':l�T.,�� 1.f5.{:rt� � �7M�+":-�•�s: _�p f�.i,�7i_i:4� ��','.r'�_� 't``�' •_%'�[� �: i��` ._�.. �. • —_5�'�? ��VtS�C� Y�, $ � ������ .� � 3 � E l, - � � _ � � � �� PA�T D �FE�r�� ���IDiT��h�� _i � i ��L� _ � �J C ,_ -�- I - � r �- ; -- � I I� � ��� � rl_ ii i� - _ i I �� �_ _ I ,� - �_ L . - ���r a , ������� ��rv���r��r�s � ��� D-� D-3 D�5 D� B D�,7 D- 8 D�9 � D- � � D- 1 � D- 13 b- � 4 D- � � D- �B � � �-_.�� D��� D- �'i D� 2� .#�Y 23 �]��4 D- �� D� �fi � �� 28 I�- �� �- 30 D- 3"f D- 3� R- 33 D- 3� D- 3� � p- 37 D- 3� D- �9 b�40 �i�4 � �� �l� �3 D- A-� b- 45 D- �B �- 47 �m �$ p- 49 D- �� D- 5'i D- �2 ������ . ....................... ... . . .... . ............. . ... .................. . ... .......................... .......� -- . ---... .. ._. --- � �OORIJIMATk�kV N1��TIiV� .......................„_._.........,....,,.....,.,,...,..,..,.,......__...,.._............., ��i��'F�A�T�F2 �O�VJPLEA�J�� V�fITF-� 1N�R�tE�2'� �QN1P��V��Tl�P,1 LAW, ....................5 �#��S�I�1� �� E�I�TI�,1� �.J`f'I�I�`IE� .... . ..................... .. ...................... .................... .T EXI�1�1�1� UTILf���� Af�l� 1MPRC�1I��u1��T� .....:............................................................7 ���1�TRl.J�Ti�N �Rf��FI� �1J�R PE��LIAiE� ................................................................6 Tf�A�FE� �O�+JI�`F2�E....,... . ..... . .. . . ..................... ..... .................. . ... . .. ..........,.. .. .....$ p��'OU�s ................. ....... ... . ... . ..................... ... . .................. ........................ ........� �}CAMI�+,�A�I`IOh� �F SITE .... ........................ ........ .............. ... . ... . ........... .... . ........8 ��NI�l� �OEI�P�IAfV�� ... .. ........................ ....................... .. ... ...................,.,, ..,..,....8 V�lAT�I� ��R �O[V�TRU�'i�UPI ....................................................................................8 1NA��C N1f�T�RIA� .................... .... ... . ........................ .... ................... .. .................� �R�J��T �LEANU� �1�VD �Ih��ILA��EP7��1�� ........................................................� ���lST#�U�TCO�f S�H�I�UL� �A�l� ��(��J��1�1�� OF W�R�{,..,.,.. ......................... �� s����� �E��r���ri�n,i� - �r�r��� rv�� ���H �ro����� �i��s ............................ �a ��a �u�,r�Y�Tr�� ....__..,-�-�--� ........................................................................................ �a - _ ���ir�� �� �arv���fi� .....................�----..............,........,,...................,...................�� � PROJE�T DE�t��A7�ON �I�l� .................................................................................'�� ���V�F���� �IDEVI�A�1{ �#f�� DRlV�1NA� k��PL�1��lU��hlT ......................................1 � i�91��ELLAN��US P�A���1�E+1T OF lv�A�ERI�� ........................................................'14 �R[��H�C3 LI�9��T�i+,[� BA�I�FIL� ............................................................................11 2��i ��N���TE . .. .............................. . . . ................. .. .. .. . .............. . ................. � 1 � . . . .. . _ . _ . . • - TFtEf��H ���AVATl�N. BA�k�FfL�,. ANC� ��A+1PA��I�N .........................................'�1 PAV��u1Ehi� R�PAIR �E2yfi�� ......................................................................................�3 TR�h��H �A��TY �`�`�T�iU1 {��V�F�� ���. P1��J��T� ..........................................'i� SANkfiA�1' SEV�,+ER NJ��lHOL�� ................................................................................ �4 �l��ll�Al�1l �EI�1+�f� ��RVJ��� ..................................................................................96 F�E�1+��1fA�.. �ALIfA�E. A�� ��AExl��h1�.+1E�T �� ��I��I_i�� �A�I�ITIE� ................17 QET��TI��L� �lVAf2h11iV� TA�E� . ............... ... .................. .... . . .................... .. ...'17 �IP� �L�Ahl�iV� ... . . . .......................... .. . .................. .... . . .............. .... .. ... ......17 -- • • . .. . ..... . . . .. DISPD�P��. �F S��EL�FILL Nl�`�ERIAL ....................................................................... �7 �IE��tAhi���A�€7 �A7�RI��.MEN'� LIE� .................................................................�8 �U��TITUTl�N� ..,,� .... ..... . ..................... ... .................... �., _.. . .,.,.......,,......,..,. .19 P��-�ON�TRE.���IOhi T�L�1lf�10�! If��P��'FI��} �� �f�1�fiAJ�� ���1�1�R,..........,..1 � 1l�4�I.�U�,�l T��TIIVC O� SAIVITARY ��VI,+E.� �+laAPlMO�E� ... .. ...................................9� �YI�A�� PUMPII�� ...............................................................................�--..,......_,.....,_.�9 POS�Y�QNSTR��I`I��U T���l1��l�f� IfJ�����`iON O� �A�lITAR`� �E11VER ........,.19 �AMP��� Ai�� Q�JA��7Y ��i��'I��� 7E�TIh1�• ......................:�----,..,........,..,....._..,...�'f TEMPOf�R`l ��2��1Oh1, ��DIf�EI�T, AND VUA7'ER P���U�'I�N ��kJ�R�I.........,.�'I -- .. ��l�f��S� �►€VD ��RE��J����`I��.I�TI�1� Q� �1����� TO bRI1��S ...-•-• .................�� P�tO'1'ECTID�1 ��' TR�E�� PI.AEVT� Ai�,ID �QIL .........................................................2� �I�`� F�E�T�R�7G��1 ............ .. ..... ................. ..... ......................... .... .......... . .......2� �ITY �� �DI�T V1f��T� �TAh1DARD Pi��DU�T LI�� ..............................................2� T�I��OII�, ����JE�fi. �EE€]�h�� & FI*�qR�6.+tUL�IiIN� .............................................�� �����hlED �J'�1�� �A�TRY I�F�O�I�Al�1 .....................................................................�9 �U���1��71A� ��N1PL��I�f� �I��P��TIOl+!l�I�f�L I�l����T���+l ............................�� ���#�1fFiTl�h! NEAF� TR��� ...,.� ... . .. .............................. ....................... . .... .......�9 �ON�R�i� �EV���C���lT �� ��W�R f�IPE ..........................................................�� ��A'R' D��l--• ........................ .. ................... ........... .. .. ... . ............ .. .. . . ................�� ��PE.DE�T�R1f_�}(�AVAT��h! �a-Fi���}, .......................................................,........., �D Ih��TALLATCD�V �� 1NATER �A�fLI��E� .... ... .................... ... .. .. ........... ........ .. .3'I �rras+a� ��-� � � — �J�1�� � — �����l�l� ����N����� — — — — �� SPRfNFC�I�l� F��2 DU�T ���lYi�Q� ..........................................................................3'I D��A D�l+VI�T�RIhI� ........... . .. .. .. .. ...................................... . ............................ .. .... . .�1 D=�� �R��I�H ���A�l�7�{��! �f� D��P TF��hI�?-f�� .........................................................3'I -�57 7`RE� C��M��lA�. .. . ......................................... ........................... . ... . ...................�� D�5$ T��T h101.�S . ............ . .... �.,.........,,..,..,...,..,...... , .. ,,. ...,..........,.....,............. .. , ...,3� . . .. _ . . . _ . .. . D�59 �UB�I���l�T�F����fOEU PF�f�f� f� B��IfVNl�1� ���1�TRU�����E ANI� hl�T��ICA71�l� �� i�M�ORAF�I' WA���2 ��Rill�� I�lTEF�R�P710� D�.1I�lN� �DN�TI�U�TI��3 ........................................................................................................�� D- 60 TR�4FFt� BI.��T'ON� . .......................... . .. ........ .......................... . . ..... .................... �� D�6� S��lfT��l� ���r�1ER ��F�111�E �L�AtxfQl�T� ..............................................................�� D��� �'FMP�R�F�Y P1�11�1��[�T R�FAIR ............................................................................�� o- �s �o�,��r�u�T��r� sr��c�s .........................................................................................�� �-��. �s��n���s ��r� ���r���s ....... . ............ ...................... . ,.... .. . ..........................�� --- ------- -- - - � - . . .. _ . D�6� RR�����,i�T��J�TIOf� ��CI�I-�B��H��D M��T�N� ....................................................�4 �� _V�!#��� RAT�� ............. ........�, .,,.,............. ..,....., „ ..,.,........,...................._... ...,......�4 �va�2 � ��Y2 ���r � - ������� ���vr�ir�c��v� I�, Pa�E 17 s��lf "fhi� P�r� D—�p���al �ondi#�ans is corr�p�irr�e�tary fo I�art �—�en�raE ��nditions and f�ar# �'k Y Suppler��ntary ��n�ii�Eons �o �art ��� ll�e �or�tract. �nythin� c�r��a�ne� ir� tJ�is Par# D�hat is acfditive t� ��y pr�visian kr� I�art �-- �eneral ��nditions a�� p�rt �'I -- , � � , , .. . .,,., _ , , . ,. . . _ ._, , . . , . . ., . . . b�tw��r� P�rt � — �en�r�] ��nt�itrons �nd Part �� -- ��pplem�r��ary �o�dkkiot�s o� #h� ��ntract and #hts Pafk f], P�ek D sl��ll c�nt�ol, F�R; ��NI�'A�Y �E1NER N�A�l� �f�D 1�" ��R�� MAIN 7� ��RV� SEI�DERA RAN�W �E�7��h1� A & B �Q�iT V�f�R�H, T�XA� DQE PRQJE�T N�. 37�0 ��W�R DEPAR�hAEh�T Pi��JE�T f�0_ P'�70-OB�'f70'i�'i8�30 Q-� �ENERAL Ti�e order or �r�ced�r�ca ir� case of ��r�fli�ts o� �iiscrepar�cies betw�en variou� �arks of the ��n�r�ct Docum�r�ks s�Dje�t �� �he r�ling �f th� �n�ir�eer shatl generally, �u� r�o� r�ecessarilp, #oll�+�r the guEde�ines listed befow: � . Pra�s �. ��ntract �o�+��rrer��s �. �p��i�l �onditio�s Tl�e f�l�auvir�g ��ec€a� �on��t�orts sF�akl he ap�I���t�R� #o #�rEs p�o��ct ar�c� shal� govern c�ver any �orttlict� wEt#� the �enerai �onfr�ck I�ocume�ts un��r t#�e �rovis�ans stated alaa�re. �'he �arrtract�r shaf! be �e�po�s€b1� f�r �lefects in ihis �eoject cfu� #� fauft�r m�t�rial� and +�orkrr�a�r�hi�, or b�th, for a period o� twc� {�� �ears �r��n date af #�nal acc�ptance �# #h�� proj�ct 4�y ��v �ity of Fort INart� �n�f wil� k�e re�uir�d to rep€ace a� hi� expense an� part �r alk �� thi� �ro�ecf w�Ech� ��c�rnes defe��ive due to these �auses. ���Je�t to mo�i�icat�ans as F�e�ein co�rt�i+�ed. th� �'ort �No�h� 1Na#er D�pa�rtmer�t'� ��neral �o��ract Do�ument� anc# �eneral �pec�ficatG�r�s, wit� la#ast revi��or�s, are ���� a�ar� a� #h� �ene�a� �ontract f?o�umee�#s #�r th�� praject. The Plans, these �peo€al �or�trac# Do��m�nts ar�d ��re rulas, re���at�or�s, requirements, instr�a�tior�s, �rawin�s oc ci�kaiCs r���rred ta �y mant�fa�c�ura�� name, or rdent�fication includ� t��r�in as s��cifyin�, referring or im�l�rr�g prac�uct c�nt�ol, performance, �u�E�Ey, �� ��her �hall i�e birrdin� up�n th� cantra�tar, Th� speci�E�atiorts ar�� drawings �I�al� be c�n��d�re� cooperativ�: th�re�ore, work or ma�terial call�d �or by o�� an� r�ot s��wn or me�tfoned ir� #h� ot�ef s�afl be accampEis��d ar #�r�ishad in �#aithfu! �anner a� t#�a�gh r�q�i�e� by+ all. A��y �antr�ctor ��rtorfnir�g ar�y +uar� on Fort V�arth water nr sar�ikafy sewer f�cE�lties must b� pr�- qua€ifG�d with t1�� 3Nater Dep�rtrnent to perfarm �u�h uvork �r� ��cafdance with pr�c�dures ciescfibec� �� tF�e curr�nt F�rt W�r�h Water b�pa�riment �eneral �pac�fi��tions, w�icfn ��r���al s��ciFca€io�� s�a�l gov�m p�r{�rrnan�e �� alJ sucf� w�rEc, T�is c�ntra�t an�l project, uvl�ere �p�llcable, rrra� als� b� go��rr��d �y kY�e tw� follow�ng pub�isned spe�rfic�ta�n�� exce�t a�s mod�f�e�l b�r these ����ial Provisiar�s: 1, �TAl�DARD SF����FI�ATR�hI� FOk� �T�tE�� A�lD Si�RA+1 DRAIIV �Q�J�TF�U�TIO�I - �IT1� O� F��#7 VUOF��W ff���a� ��,3 — � - P��T [� - �F�E�IA� ��IVDIT��IVS - �, S7ANDARD �PE�l�ICAT�OAl� ��R P���I� UV[]f�fC� ���l�TRU��"��N - i��I�TH ���r�� r�x�s . �i.� .��II�t� �. _� �. ._..ri v._�.�.�I.....i s�l,i - �L. i.i�.l ��IL �.�iis�k _��4r1�4-4LL.JI4� ,�i-i�� t � iY+ftit—._ .li favo� of t�rese contract c�o�um�nts. #� copy a� e�th�er of #h�sa specificati��� rnay �s �urc�ased �t t�e aff�ce vf tF�e T�ar�s���tat�o� and I��bli� 3lUoracs Direc#�r, '100� �hrocEcmorton �tfe�et, 2nd ����r, �1+1uni�ip�� 8uildin�, Fart W�r�h, 7�xa� 7610�. The spe�ifica#ior�s applicafa�� to ea�h �ay �tem a�e indir.�tad �y ti�e call-out for the �ray item by #�e designer. Jf ��t s��wn, th�� �pp�fcabi� publisi��d specif��ati�ns In ���her �f these da���r�en�s �a�r b� followed �t �he �iscr�#�o� of #he �or�tra�ta�. C�neral Arov�s}o�s s�aRl b� #i�a$e af kh� F�rt 1N�rti� documerN# �a��r�r #han �]i�risior� 1�� t�te North �er�t�ai Te�cas doc�ment. Bidder� sh�N no� separate, de#acfn ar r�m�v� any �o�on, s�grn�n� or sh�eta irorre tl�e cor�tract d�curexent at an�r #ir�re. �alJu�re to bid or f�r�lyr �x�c�t� �ontract with�ut r�#aining �ontract d�c�m�nt� inx��t rrta� be ground� fpr c#esignat�r�g 6i�s as "r�c�n�re�por�s�ve" ��� r�je�ti�g bid� nr �oldirrg �ontr�c# as apprapriat� a� determined by tl�e ��ty Er��i�ear. I�lT���R�TATIOl� AND PR�P�4f��TIOM �� PR�PDSAL: A. D��11I��Y �� PRDF'���L� �lo p��po�al wrlf �e cor�s��ered �rnl�ss ik is deliver��, a��ompani�� by rt� �r���r �id �e�urit�, to the Pur����ing �Aana��r �r his �e�reser�t�tive �� #t�e o�ficR2�l locati�n and stat�� tim� set fart� in the "hl�ti�e to ����e�s". I# is t�e �Ecftle�''s sole r�s�a�sikr�E�ty �o deliver th� �roposal �� tha �roper t�me t� �he pro�er pi�c�. The rr�er� fact #hat ��rapasal was �i��atched waGl e��t �e �a�siderer�. Tltie B��d�rs mu�t h�v� tE�e �fapasal ac#ualiy d�liver�d. �ach �ro�osal shall �� ir� a seaf�d �r�veinpe plalnl� m�rkec� with the war�i "P�QF���A�", anc� t�re nam� or��s��lptro� af �he �roj�ct ss des�gr�ated an tf�e "Not�c.� to �EddeTs". TF�e �nve�ope shaN be addr�ss�d t� #�,e Purchasing Manager. �it�r of �art 1+Vorti� P�rchasi�g DIv����n, �Q B��c 17'0�7', F�rt 1N�rt1�. �e�ca� 7'fi�0�. B. 1�1�f�'FiDI�A1NIiV� �R�P��AL�: Pro�osaEs actually f�lec! wiih th� P�rrchasing Afiarr��er canna# �� withdr�wn �rlar ta ��� time set far apenin� p{�p�sals, ►� feguest far r�or��cans�d�ra#ion of a pr��os�R �u�k be m�de in w�l�i�g, addre�sed to #he �ity �lanag�r, �nd filed wi#h hirr� pr�or to tt�� t�rn� set fo� the oper��ng �f pruposais. l�fter al� �rap�sals Ro# req��si�d ��r �or�- ���n�id�ratior� �r� op�n�d and �ut�Ei�ly r�a� a�o�d, �he p�-c�pasai� fvf which n�n�consicferat�o� r�ques#s �av� �aen p�operly fi��� m��, ak ihe np#io�, �f th� �wr�er, be return�d urro�e�ed. �. T����RA��fI� M�DlFI��4�`I��V �F PR�P��A��: �n� �idder rna� �nod�fyr hi� pr�p�sal b�r t�l�gra�h�c e�e�i�n�n���ti�n �t 2�ny tfine prior to th� trrne set for op��irrg pr�p�sa�s, provided such te��g�aphic comrr3u�i�a�`ron is r�c�a�re�f �iy+ th� Purc�as��g �ar�ag�r pr�or� t� #�� s��d �rro�osa� op�n�r�g time, 2►nd #rov�d�d fWr#F�e{, #ha�t the ��ty lU�ar�a��r is s�t€sfied t�rat a wrwtt�� and ��Ey aut#1�nti�at�d ��nfirrrtati�n af such #elegra�hi� c�mmunicatio� av�r t�e signa#ur� ofi tfi�e bidder v�a�s maaa�d prrot ta t�a �r�pa��l apening #�rn�, Jf suah c�nfirmatior� ia r�v� received u+i��ir� forty-eight {�48} hours ���r �kt� pfo�as�� o�et�€n� time, n� fu�tl��r �on��d�raki�n wNll be g�►��n �o #�e propo�a�, �,� �����r������, n���T�r�� �or coorclin�ti�n p�rpases, w�ekfy mee�ing� at the jab site r�ay �� r�qu�red to main��in tMe pro�ect �n the desirec� se�ed�le_ The contrackor sha�l b� prese�rt ak alt meet�ngs, ����s+az - _ —��� � - — - - PA��' D - �P����L ��I�D1TlC�N� �� ��NT�tA�TQR �DMPLIAN�� NVI�'H W�RKER'S ��Mf�EN�ATION �A1N A. Definf#��r1e: 1. c.:e�l�t�c�frc��ti ot co�rera�a �,��.ertii��ake"). A�opy of a cert�tic�t� of ix7sura�nce, ��er��tic�ke o# au�hori�y to s�f�-ln�ure iss��d i�y th� cornmi��io�, or a�overage agreemerrt �TW��-8'i, TW��-��. 'I`W����3, o� T1N��-84�, sF�awirtg stat�atory work�r�' ��mpensat�or� insurar�c� ��rrerage for #fne �ersar�"� or or�#ity's em�Coye�s pr��+€dkng s��vice� on a pr�jec#. f�r #h� duration a� khe projeck, �. C��ration of the �ro��ct - ie��lu�les th� tfms ffarn khe ��gin�ir�g of the v�or�C �n Ehe pr�jec� untii ##�e c�r�tracto��f�ersc�rr"s wor�C on tE�e p�a��ct has t�e�n comp�etec� and a�cept�d by the gavernrr�ental �n#i�y. 3, �er�ans provi�fn� �ervioe� ar� �h� projec� �"subcont�actor" in §�QB.0�6�- Ir�cfiudes alt persans �r �r�#itE�s perfor�n�r�� ��I or �art �f t�� se�vices t�� �or�tr�ctor has ue�derta�ce� ta p�rfarrr� o� t�e pro�ect, re�arcfl�ss o� wh�t�er that person cor�iracted direc#l�r with tk�e ��r�tr�c�or a�d rega�dk�ss of wheth�r that persan hs� �mpl�y�e�. Thi� inclu��s, vuit���� I�rr�ikation, inde�er��ent �or�tractors, su�contr��#or�, I��sing car�par�ies, rrto��r ca�riar�, ow�er operatofs, ampl�ye�s �f any ��ch entily, �r e�npfo�ees af ar��r er�tit� w#�ich �Uflll$F165 �BFS�f19 �O �f�Vl{�$ S�lVICBS OFl ��k� �fOJ�Ct. `r��rv�c�s" rr����d�, wktt��ut lirr��#atf�n, praviding, hauling, or del�v�r�n� �qukpmen� �r mat�riafs, or providir�g lal�or, #ra�sp�rtatkor�, �r oth�er se�-vices ��late� #� a p�o�e�k, '"�ervices" da�s no� incl�de �c�iviti�s u�re�a#ec� ta th� pro�ect. s�cE� a� food�b��re�ag� �rendars, of�c� su�rpl� deliverFes, ar�d �e�ivery of porka�te #oi��ts. �3. The ��ntractor s�alf provide caverag�, based an �ro�e� ��portir�g af cl�ss�fica#ion �qdes �nc# ���roll amounts a�d fil3ng of a�y c��rerage agre�men��, wF��ch rnee�s th� statutory requit�erner�#s of Texas Lab�r �ocle, ��c#�or� 4�'�_0'11�44} or all err�pto�r��s of �E�e �ontrac#or pxo�iding se�v'rce� on #�e �roj�c#, �or the dura�€on af the p�ject. �, TF�� �on#ra�tar mu�k provi�fe a certificat� of coverag� t� �h� �o�+er�mental e�ti#y priar #o baing ��rar�ed t�e co�tract. D. I# the c�verag� �eriad s�awn on t�� c��tr�cta�'s curre�t oertf��ca#a of coverag� en�s during t�e duratior� �� t�e �roject, the co�#ractor rn�st, pri�r #o the end of t�e coverage per�od, fiE� a �n�w c�rk'rflcate �� coverage wit� the g�uer�me�ta! ee�tityr s#�ow�r�g t�at oovera�e M�s been �xter�c#ed , �, The �ont�a�tor s��li obkain fram each persor� �rovkdtin� s�rvices on ��rojec�, ar�d pr�vide th� govemr�,��t�1 �ntity; �, ��e�tificate of cov�ra�e, pri�r to #hat �er�on begrnr�in� +�or� on th� �roj��#, so t#�e governm�ntal entit� will fnav� on file cer�i�i�ates �f cov��a�e shovu�rtg covarag� f�r al! p6r50�3S pfovEdil�� S�iiviC�� ��Y th� �]��j�Ct; a�� �, �1� la#er than �ever� �ays a���r rec�ipt t�� the �onfrac#ar, a new certifEca�e of coverage sf�awing ext�nsion oF c�veraga, if the c�v�rag� periad shown on the c�rren# �eeti#€cate �f caver�g� ends dur�n� #h� dur�tian of ##�� �roject. F. 7t�e c�ntra�tor s�all r�rtair� all r�c��ir�d c�rtifica#�s of �ov�rage #or #he durati�n of #�e �roje�# �t��€ for or�e yr��r tF�er�afte�. �71f5I�� � ���5 � ' - - - ���� � ; ����+��4� �r��������i+� T�� �orttra��or sha�i �e �es�o�sible f�r v�ri�yir�g #�e iaca��o�s of and pratectfing slt exis#�n� u�lFit'r�s. seru�ce line�, o� ot#��� �aro�erky► ��c�osed by Ir�s �onsk�ction operatior�s. �ontra�kar �hali rrrake a!t nec�ss�ry pro�rf��ons fo� tl�� suppor#. �roxec�ior�, r��ocat�on, and�or t�rr�por�r�+ reloc�ti�n _ .... .., ,, , , . . .. ., . _. ,., . ... , •-- s v., „ , , , , , ,,, ,,, , , ,,,,,, ,, , ,,, , ,,,_, , �lec#rical ca�fe�, dra�r�a�� pi�e�, and a!I a#her utrliti�s an� �#��ckures bath ��ove and b�low ground c�u�in� ��nstr�,etian. �he �ontrackvr i� liabl� f�r all ��mag�s d�n� to sue� �x�sting ��cfl�t�e� �s a re�uft o� his operat�ons anc� any arad alf cas# incufred for t#�e p���e�tinr� andl�r tempo�ary r�lo�atior� �f ���h� fa��ki#f�� �r� ���m�d subs3�l��ry worft and #�e �ost nf s�me �nr� shall b� inc��de� ]n t�� cost bi� �er a�n�at f�a� of p��e �nstalled. f�� A�DbIT���lA�. ��[4+1P�hl�AT��A,I Wa�L 8� #�LLOW��, 1lUk�ere ��cisting �,tititi�s o� service li��es ar� cut, bro��n �r da�rra�ed the �ar�tr�c#or �h�ll r�pdac� �r repa�r t[�e ukiart��s o� s�rvi�� lir�es w�kh tJ�� sa�ne typ� �f or+�ina� rnateEial and ��nstr+�ctior�, o�' bette�, ur�less o#hsrwi�� s�own �r rr�te� on the �I�ns, at �r�s ovu� �o�t �nd ��c�e�se. Th� �orrtractor �ha�tl �m�n�diate�y �o#�F�+ #he Owner �f �he dama�ed �kiaft}+ or servi�e li,��, H� shall co�p�rate �vith #he C�wne� oF al1 util�t�e� to locate existir�� �+nd�r�ra�nd fi�cilfki�s and natify+ th� �n��r�eer of ar�y conf�fcts in �r�des �r�d a�ignrt�er�t. An� ar�d ali pe�manor�t stf�ctures s�ch as ��rkir�g I�t su�rface, �encing, a�d I�k� s�e�ct�rres �n eith�r ��b1ic or �rivat� �rop�rt�r shall be re��a��� at r�� cast #o #�e �iky� by mater�aR of equa� valr�e �t�d �ua€ity a�s t#��t �arnsg�d. �� case �# is raeces�ary ta chang� �r move tk�e pta�er#� of anp �wr��� of a put�lic u#ifi��r, �u�i� prope�ty sh�ll nok be mav�d or int��Fer�d wit#� until ordare€1 to �i� sa by �he E��€n��r. i'he �ig�# �s ��serv�d to ti�e ovvn�r of puhlic �#ifitaes ta $nt�� u�o� #�e lirr�i�s of t�e prole�� fiar the �ur�ose o€ mak€ng �uch char���s or re�airs c�# t��ir pro�erty th��# rr�a� b� made r��c�ss�ry �y perF�emance af ihis cn�tr�ct, Th� u�flaty xines and cor�duits shown an t�e pla�t� are for inf�rirratian o��y ��d are rrot gu�ar��taed �y �Fre �ity �# kh� En�ineer t� �� ac��rate as t� extar�t, �oaation, ar�d d��ti�; �he}+ �r� sh�wr� on tfte pl�r�s as #fie b+�st �n��rm�tior� a�aMl�bfe a� t�e tirn� of desigr�, from ths owr��rs �f �he utrl�ti�s in+r��ved �nc! #ro�n �v�den��s F�u�d o� �he gro�n�. D- 7 �o�s7l�li�T�Ot� T#�AF�IC (�11�R P�P�LN�€Es �# is apparen� that certair� cor�s�ruct�or� ve�icles c�uid exce�d the I�ac! bear��g ca�aciky af �he pipe� under shalCow b�ry ��nditians_ I! v�+afl be the res}�ansFbi�i�y af th� �ontra�tor to prote�t bott� #he r��v�r �fne and kE�� exfstir�� IMnes from �f�es� ��ssibl� excessive �oads. Th� �ontra�t�r si��l� nat, at �r�� k�ma, �r�ss #he exist��� or r�ew �ipe utirith a�ru�k d�livering nev�r gi�e to #h� �a��. �nY c�2�er�2�ae to th� �x�sti�g o� n��+ pipa w�li be �ep�ited or rep�ac,�d byr t�e �a�tr�ctor, at tne �ar�trac#or's � ��c�ren�e, kt� t�e s�k�s�ac��crh af the �ity, In Cocatlons w��f� it xs r�nf permiss�bie to crass #�e �xrstin� �r propo��c� �af��s r�i�hou� actd�tior�al protec�€on #he �ant�a�to� rrray ele�t to �rovic#e ad�FtionaE �rot�ction of #h$ pipe� sa #�at �r�o�e fr�quer�# a�assings of the pipes ar� allow�€�, Et s#ifl rs, t��wev�r, th� r�sponsibiliky of Fhe �on#ractor t� r�pair ar��+ �ae�a�e to �h� exast�n� or prapos�d l�r�a�, if ��e d�rr���e res�lt� from any phase �f hi� car�str�actRo� o�era#ion. D- � TR�4F'F�� ��F�TR�L �i�T US�D ifl7�2 � S�-B � PAF�T � � �PE��AL �C����TI�I�� - ��� a�rau�� '�'�e c�r��r�c�ar sY�al] ��osecut� his wox�C ir� su�h ��aru�e� �s #a c�r�ate a rr�i�i�nu� �f in€�rn�ptio� lo I���i��• ��f +yi•+�n�l�°�^'1 ^����ii.nr �r�'� fr7 r��. }�nt .i". •�:r.�.�n.� .7. f� .i,ri7��� , il'��:, „�'aM, � i}y�� �l`I]���� .9[`�#�, D-'iIi E)CIAI�IfNA�I��V O�' S1T� It shall ba t�� r�s�ansibili#y► o� t?�a pr�s���tive bidcter to ��sit the pr�jeck s�t� a�d rnak�� ��cE� ex�.�ina#ions a�€I ��c�lor�#]�ns as mayr ba r�eces�ary t� determir�� a�il c�nditians, �vhich ma� affect c�e�str�ct€o� o� t�is pr�jec�. Par�ic�i�r attenttor� should b� gaven to rr��#h�d� of pro�ic�ir�g ingress at�� egres� #o a�j�ce�t �riv�te and pubilc proper�ies, proce�ures ��r prc�t�ct�ng �xfstir�g improv�rn�nt� ar�d �ls�vs'rti�n of aN rnater�aGs to be rern�v�d, Prop�r cons€dera��ion sh�uld �e given #o ti��se �#etai�s durir�� the pre�ara�ion �# th� Pr�pos�i anc� a�l u�u��al �andition�, wi��ch r���+ �ive, r�se ta later c�ntinge�cRes sh�uld be �roug�t t� the a#k�r�ti�n o� #he �wr+�r pr�or t.o �Me �u�rrri�s��n �f the Pr�posa�, D- �1 ��NiF�C ��i�1P�1AN�� DLiflf�� ti19 COl�str���lOr1 qf �E1iS p�Ofe��, #Y�e �on��actor s�ail com�l� u�it� pre��rnt �oning ��quirerr�er�ts a� t#�e �xty of F'�rt V1�or€h in �he use �t ►�acant pr�p�r�y f�r �torage purposes. D-'I� VwA�'ER F�R ���13"fFt#��T��N TF�e �on#�ac�or at h[� own �xpen�e wiil furr�ish �rat�r for �:onstructi�e�, D-'I� WAST� �IIAtE1�1�4L �if wast� rna��rial s�ail b�can�te #h� propert�r o� the �anir�cta� ar�d s�all be d�spo�ed a� by the �antractar at lo�a#ians appr�v�d by the En�i�ee�. �kl material �I�sll t�e c�i�posed �f in suck� a manr�er as to present a n�at a�peatar��e a�� �o �at obs#�e,ct �rap�r cfra�nage ar �o cause ir�j�ry �a street impt�ovement� �r #o abutt�ng pr�p�rt�r. D- 44 P�tO,l��C7' �LE�4�lUP �Np �INA� A��E�7A�N�� The �ontrac#�r sF�aii b� avuar� �ha� �ee�in� ih� projac� sG#e ir� � nea� and or��rl�.can�itior� i� c�n�ider�d an €nte�r�! part of kk�e c�n�rac�ed wo�Ec ��d as s�ch s�a�f b� c�n�ic�ered s�,bsfdiary t� tk�e ap�ro�rrate bid iteni�. �le�r� �ap worEc sk�ail b� do�e as directed I�� the En�i�e�r as th� worEc progresses �r �s n�ede�, �f, Fn lhe op�ni�n of the �r�g�r�eer it is neoess�ry, ciean-up shakl #�e c�one �n a dai�y bas�s. ���a� �� w�rk shall ir��lu��, l��t ��t b� �imi��� t�{ .�wee��n� t#�e st�eet clear� of dirt �r d�br�s .�tarin� excass materEaf �n ap�ropria#e ar�d organl�ed �nan�er +�{eep�ng ��a�� o� an�r k�nd �ff of resiclen�s' propert� if th� ���ine�r do�s not fieal ih�# th�e �ol�sit� ha�s ���n F�op� in a� ord�rfy �on�itfor�. on tFre ne�c� �stir�a�� payrnent (�nd all s�bse�uent }�a�rrnen#s �n��l cor�pl�ted� o� �he app��priat� bad item(s) u�ilf be recfuce� by ��°!�. �ir��l cl�ar�u�a +nr�rk s�aGl b� don� far thls �ra��c� as soan as all constf�cti�n li�s be��� �omplete�. i�o more tha�r sev�n da�� �haEl �I�pse after compae#ior� af co�s#ruction before the raadw��, rEgl��� af-way, or eas�mer�t is cl�aned u� t� the �atlsf�c#ion o# ti�e �ngir�eer. T�e �or�tra�tor shaEl ma�C� � finaC �Cear�up of ail part� o� th� wor� befare ac�eptance by ti�e �1t� �f Fork 3lVor�� or it� ��p��s��t�#lve. 7h�� cE��nup si�all ir�cfude rernova� �f �II ok�jec�ionable rock��, p���e� o� �s�f�a]t or � rr��,� 3��9 �Ai�T D � ��E���IL ��N���`I�EU� � cn���ete �nd oth�r cor�struckion mate�iafs, �F1d �rl Q��1�C�1 p�parin� th� S[�� �f #�k� WOfEL fl1 2CI nr�l�rMy e�ann�r an� app���ance. ihe �ity �f F��t 1�1�o�kh I]epartt�er,# a� �ngfneerl�,� sF�a�l gi+re �i�a�! accep�arrcr� of ��� �arn�le�ecf pra]�c# work. D� �5 ��N.�TRU�TI�h! ��HEDULE AND SEQU�NCrNC� �� YV�F��C F�riar to e�ce�u�rn� tF�� �antra�t, i� s�a�l be the r�s�or��ibi�ity of #he ��ntra�kor �� furnish a sch�ec��,i� ��tlir�ir�g the a��ici�atad ti�� for �ach �k�as� �f co�stru�t��n wit� sta�ti�g ar��l compfeti�n dates� ir�ci�rdir�g s�tffci�e�t #ifine b�in� al��n+�d �c�r clean�ap. D-'I� �A�'�T1f R��T�1�71�NS -1N�R#C hf��li� H4��# 1��LiAC� LNI��� The f��lowing �r�ced�tres wlfl �e followed regardir�g the su#�tec� i�errti on t#�is ���tra�:t: '1. A vuarr�kn� sign r�ot less �E�an t�va �n�h�s �ay �ev�n �n�hes, pai�tec� yel�c�w with black I�tte�s #Frat are fegi�Me at #u+elve fe�t s#�all be placed �n�ide anc� o�rtsid� v�1��cl�s sucf� as �r�nes, d�rri�k�, �pn+�{ shov�l�, dril�ing r���, pi�� c�rivars, h�isting eq�ri�rrN�nt o� s�mil�r ap�aratus. 1"l�e wafl��ng sRgr� sh�tll re�d �s fallows� �UVIIRIVI�� , UNL�11N�1.�L T� �P��tATE THI� ��UIP�Ef�fT VIfITMIhI �f� F��7 OF HI�H V��T�1�� ��N��." �. Eq�ip�ne�E t�rat may be �perated u�i#i�ir� ter� ��et of t��gh vo�ta�e Gr�es sl��ll hav� �nsul�#i�g cage-type �f guard a��out �h� �aorr� �r �em, ex�pt kaack ho�s ar dippers, ar�d in�ulator li�ks an t#�e �Et� hook cor�n�c#i�ns, 3. 1Nk�en r��c�ssary to work vuith�n �ix �e�t o# high �+aita�e ef�ctri� lin�s, r�����i��ti�n shall �e �iven the power com�a�� ���l�OR�j w�ro w�N erect t$rnporafy m�chanical barrie�s, de- en�rgi�e the lir�e�, �r raise or l�wer the lir�es, Th� w�ric d�ne by th� p�w�r ��r�p�n� s��fl nnt be �# �he ��cpens� o# the �lty o� Fort U�lar#f�, Tf�� not��y3n� d�par��nent �hall m��nt�i� an a�c�rate rog af �li s�cE� �a��s to �����t�, and shall r��ord actior� #aken �r� each case. �4. The �ont�actar i� rec��a�recf to rrt�Ec� arr�ngerr���#s �uit#� th� ��1��R� �om�any far th�e tert7p�rary r��o�ati�n or r�isin� of hr�� vc�itage fir�es at t[�e ��n�ra�tar's �ie cos� �nd exp�nse. �. fVa per���ti s�all +r�o�lt withi� six �e�t o� a hi�h voltag� Ifne witha�rt �rot�c#��n h�v�ng be�� t�ken as autlrn�d �r� Paragra�h (3}. D- ?7 BID Ql.1�4N71TIES Bid c�uan#iti�s of the vaeio�s iterras i� th� proposal are for corr���risa� or�ly �r�d ma��r na# r��`fe�t tl�e ��t�a� qu�r�tities. 7�efe �� no lim�t ta wt�Ech a bid item c�� b� �r�cr�ase� �r decreased. ��r�#�ac��r s[�all n�t b� �r�kitled t� ��neg�#����on af �nit �rices regard�ess �� t�e fi�a� measured c}uantit���. To �he ext�r�t �hat ��-4_� ca�fkic�s with this �rov��ionr t#�is pto►�isi�n c�ntro�s. k�o ��a�r� �rill b� consid�red for I�s# or an�a�lpa#�d �rofi#s �ased t�pan �#iff�r�n�es fn ��timat�d qu�n�ities vers�s �c#u�f yu�nti�ies. Q- �I� �UT�lNC OF C�I��Ft��� Vlfhen ex�st�ng �onc�a#e is c��t, ���h c�#� shaRl ba rrta�e �vith a c�ncret� s�uu_ Ai� sa+�ng sJ�al� b� �r�b�idfa�ry to the unit cost of t�e re�p�ct�v� item. +r���oz ��-� o ���� � ' �����1�1�.. c�+�nia��-��r�� - �- �19 PF�OJ��T D��IC��1�4TI�N ���I� Pf����# sagns �re re�uired �t a�l ]�cat�o�s_ It sha�t be 1� ac�or�an�e u�i�h th� a#ta�hed �igure �� f�i'�t�r# 9-'i�,�3fi1 '�17� sf�r�� rnas+ h� rrrn��nt+��i nn �k�r�� nr nnat� 7hr� �n�+E�+��r �i��1f anr�rrr�+� th� exact los:a#icrr« 2�C�d m�[k�ods oi ilnounttng. le� a[J�itlon �� ;I�� �' x ti' prt�ject �i�ns, �rcr�ect s��r�s s#��Il be a�#tached t� barrkcad�s u�e� �+here man��f� re��#�i�itatl�n or r�pl�ce�ner�t i� be�r�a� c�nduc��d. �igns sus�et��l�� frorr� barrrcadi�� sk�a11 be �I�c�d in su�� a wa�+ t��t s3�r�s da r��t �nterfer� wGth r�tlective {�ain# ar co�o�in� on th� �a�ricad�s. Ba�ricac#e sig€�� �1�all be tn acc�rdar�c� w��h ���ure 30, �x�ept ti�at the�+ s#��II �e 9'-0" ��r 2'��" in size. 7i�a inf�rmak+�n �o�c sh��l fiav� �he �oilowtng ir���rmation: Fo� �u��tior�s �n khis �r��e�t �all; {817� 879-8306 AA-F ?;90 am #o �:�0 �.m. or (8'�7}�T'E�83Q� IVRgh#s a��d 1Neel�er�ds Any ar�d �a1 cost f�r t�e requlr�d rnaterials, la�or, and equ��ment r�ec.e�sary �o� the f�mish€ng af Pr�oje�� �igns �halr b� consider�d as a�ui�skdiary cn�t o� th� �r�ject �nd no a�ditivnal c.�rn�r�satEor� �rkl� be all�w�d. D, �� �O�V�l�ET� �MD�W�#�FC �►I�D DE�III�W'A1F I��PLA�EII�EN'� h1�T USED D� �1 3NfS���1,.�4fV��U� PL�1��MENT OF Ih�ATERIAL fVC}T �#S�b D- �� �RI��HED I.II���T�NE BA�E{�ILl, 1l�l�ere speciffed or� the �fans ar dlrec�ed ��r �#�e �n�ir�eer, �ru���d Lirrres�or�� shall b� u�ec� 40� trencFr l���k#ill ar� #his gro�ect. The mate.r�a� sha�E c�rnform #o P�btic INorks �t�ndard �p����cations far �tree# and �t�rrrt I�fain �or�struc#ian D�visio� � Item ��8.� - I�ate�ials ar�d DCvisi�n � lt�m ���.� -{�at�ri�l� Souro�s, T�ee�ct� �a�k�il1 �nci cornpaction shall rneet #i�� re��iremants a� E�-� �x�ava�iar� �n� �ackf+llr {1�CISt1'UG`�IOfI S'�]�[.`ff�C��IDC15, Cer�era� �or�tract Doc�m�r�ts. Paymer�t �or crus�ed lim��tor�e �acCtfill in piac� sha�I be n�ade at the un�# �nr�c� bi�! in tfne Proposal m�f�ipHed by tF�e qr����€ty af mate�ial �s�d m�a��r�d in acc�rcfa��ce wit�t �2-2.16 h+leasuremc�nt of �a�€cfill N1a�eri�l�, �on�truc�ion �pe�ifi�ati�r�s, and �eneral �o�tract Do�ume�ts. D� �� �:2T �ONCFtE7� �l�T U�ED D- �� 'fR�#��W ���A1���I��Y� BA�FCFlI�Lk A�1D ��IwflPA�TI�1� Trer�ch �xc�vat�an arrd ba�lsfiU ue�der par�Cing lot�, cfriv�rua��, 9ravei s�rta�ed raads, �rEt�in ���em$r�t�, arid witi�in ex+�#ln� �r f�,kura f�,�,�V. s�alJ be ir� acc��danoe witi� �e�klons L1-2 Ba�kfiJl and E�-� Excav�t��n �r�d �a�lc�if of �he ��neral �or�trac� �}ocuments and ��e�{ficatfar�� excepx as s��cifi�d l�ere�n. 1. T�i��1�W �?C�AIIATI��l: Ir� a�cor�anc� w��h �ec��or� ��-� �xcavation ar�� �ac}tf}II, if th� stated rr���xFr�urn trenc�7 �,v�dtly� �re �xceeded, ��th�r t�r�ugk� a��i�ent or a�he�wise, and if th� �e�gi�tie�r c#etermfr��� tha� #h� �I�s�ge� f�adrrr�s af #he #€p$ wiaM be ex���decf, the Contractor w�ll be requared to s�pporE th� p�pe +ul�i� ar� rmproved #renc#� b�t�om, The exp�r�se of s�ch rerne�ial ��rrr�+o� ��-7 i P��T' D � �i���I�L ���VD��"���15 rr�e�$�res sha�l tae �n�ir�l� t�� �or�t�a�to�'s �wn. All ttenching op�rati�n� shall be c�r�fina� to the �+icll� o� permar�ent r�ghts-of�v�+ay� P�rrrranent �ase��nt�, anc# �ny� tampararyr �onstru�i�n easements. AI� ex�avatiar� s�ra�f be in s#rict �am{�lia�c� w�th ti�e 7'rench �af��y �ys�em� �pecial . , .��, „ , .,�, . ,,. _,,,.. ,,.. �. TR�f���# BA���ILL: �'r���ch�s wF�ich lie outsf�e af �x�strng or future pave�ner�f shalf be back#�Iled �bove the kop �f th� �mb�dm��t rr�at�rial with Ty�� ,��'� b��#c�l� material. ��c�av���c� �n�ter€a� used for iype'��" bac�C#i�l m�st be m���ani�ally �orxNpacted ur�l�ss #}�e �a�tract�r car� furnis�� th� �ngin��r with �a��sf�c#�ry �vfde�c� tY�a�t t�re P.1 _ o� t�� �xc�vaked m�t�rral is I�ss tha� 9. �uch �ui��r��� sf�alG l�e a tes# re�ort ff�r� an €n�ep�ndan� testfng ��b�ratory �nd rr�usk ��ciu�e repres�n�attv� �ar�ple� �f soils in ali i�volv�d araas, utirith a ma� showing #he io�atian and dep�h of tfna �rarGo�s test holes. Ef �xcava#eci mat�riaE �s ot�vEo�si� gr�nula� rn nature, c�n�ai�in� litt�� o� n� �la�tic ma�eiial, t�� �n�ir�eee may w�i�r� t�r� test repor� re��irorn�n#. �ee ����.�, Tyrpe "�" or "D"' Bac��ill, a�d E�Y�. ���Crer�ch 8���c#€I� #ar ad�iti�na�l req�rr�m�r�ts. 1Nher� Typ� ����� ba�k-f�ll m�teriaf is nak s�,itable, �t tt�e di�'e�.t�on of the �n�ir�e�r, �y�e'�13" bac�Cfll� m�teri�l sh�l� be used. In �aneral, alk #�ackfi�� rnateeRa� for trer�c#�es �n ex��#ir�g �av�d str��ts �i�a�E b� �n accordance witt� �igure A. Sand materf�l s�e�i�ied in Fi�ur� �# shall b� ����in�d #r�m an a�pro�r��i s��rrc� a�d �h�l� cansi�t �f durab�� p�rticles fr�e of thf� or ��on�ated p�eces, lumps of clay, ��i�, io�rr� �r vege�a#�f� ma�te� ar�d ahall mea� the €o�fowie�g �r��a#i�n: ■ �ess th�n 'I�°lfl ��s�3ng the #���0 sieve + P.f, � 10 of le�s A�dditianai€y, #he crt+sh�ed ]ime�t�ne emb�€Imen� �radat��r� �pec�F�ed i� �e�#io� ���� �ru�F�ecf �rm�stor�� for �rrrb�dment o� ti�e Cenerai �o�tract Documa�ts a�d �peciF�c�tior�s shall be rap�ac�d wrth #h� ��lio�+rfna�; Sleve SPze � �� �f� n J �J��Jir f!'�R �f7 °!o ��#aCi38d 0-� Q �lf'� � ��'� V ��"� Vk+ .7�'�V� Afl a#h�r provisions of t�i� sectio� shafl remain t�e same. �. Tl4�i�I�H ��MPACTIDN: �I! tf�r��#� ���k�rll shall b$ �l�r,�d in I�f�s �ef E�-�,9 ���Etfili. �renche� wh�ch li� au#side exis#i�g �� f�att�r� p��r�r�en�s shall be c�mpa�t�d tc� a minlm�m �f 9�°r� �tandard Proctor Der�sity {A_S_T.fUa. D��B) b� m�a�rs af ta�n�€r�� �niy. Tr�nc�e� �+hi�h lie ur���r �x[st��� �r future pavee�ent s�all b� b�ck�ill�d ��r �igu�� 1� with 9�� �tanctard Proc#�r ��r�s,ty by jetting, m��#��nicaf k�mpin�, �r a combina�#i�n of ineth��#s. B�cf�fill ma��rial to be m��#��nl�aEly tam��d must be with�n *��4°l� of its optimum mois#�re cont�r�t, 7he t�p t�va (�} feet of ��w�� �ir�e tre�tic��s ar�d tF�e tap �ig#�te�n �'�8} irtches o��+ater [in� rr��� b� rolfec� in �+i�[� ��av�+ �quip�ner�t tires, �rov�d�d it is p�aced i� laf�s ���ropriate to t�e m�t�Eial b�i�� used ar�d th� ap�r�#�on �ar� be par#�rrr�ed wrt�r��t dam�g� E� th� i�s��l��d �ipe. Th� �ity�, at its own �x�er�s�, +nrilN perfo�m #renc�� compac#�on tests p�� A.�_T_h+t_ s�a�dar€�s on a�l trench �a�kfi�l, �4ny r�t�sti�� required �s � resul� �t fail�r� ta c�mpa�t ti�e ba�kfill m�ker�al ta rneet t�e sk�r�dards will I�e at t#�e �x���se �t t�e �or�#��ctor ar�� vu�ll t�� �JNe� at th� comm�rcRal r�rtes as �ietermir��� b�r #�e �ity. Th�se so�l densi�y� te�ts shall b� �rar#�rrr�ecf at �wo ��} foot va�t���l inferv�l� b�gin�ing at a I�ve� #w� {�} ��et above #Y�e t�p of khe ir�stal�ed p�p� a�d � a���ro2 S� � � '� �1��� ❑ — .����.ri�1�.. �.��������.�'`� — - c�r�tar�uir�� to #i�e top of #he ��r����#�d back�'rll �t i�#erv�l� alang ��e tr�nch r��t to exce�ci �Q� lir��ar feet_ Th� �ontr�ct�r will be responsibie �ar �rov�ding acces� and tr�nch safe#� systerrk to tF�a lavel �f tre��� ba�kfill #� be #es#�d. Na extr� corn�er�satko� will t�e allo+�ec# �or exposir�g the , , . , , . �, ,� ,,,. .', , �; .; , � , , _. . , . _.,. �4, �IEA�UFt�M��li �Ih�D P�4YMEN7: All material, rnclr�ding an�r and afC Typa ,�B" bac}c�kll, ar�d la�or �osts o� excavat�or� artd ba�k��i will be incEud�d in tk�e price bid p�� lir��a� #oot o� wa��r an�i sew�r pi�e. a-�� ��v��n��� ����r� ���-��� N�T USED �- �S 7ft�N��i �►4F�TY �l'SZEM �C�11�R.5 J#�� PI��J��TS} #4. �ENEF�,4�: Thks �p��i�ication co��rs #1�e tr�r�c� sa#et� tequirement� f�r all tf�n��r ex�av�tions ex�eec�ir�g dep#h �� t7ve ��� ��et �n orc�er to pro#�ct wor��rs fram cave-kns, T�e rec�u�reme�ts a� th�is i�em g��+�rr� aJl �rer�ches for �nains, marrl�o�es, vaul��, se�vicv lines, an� all okher appu�tenan�e�. T�re de�ign for tha t��r���r saf�ty s�all b� s�gn�i ��d sealad by � R���s#ered Pr�f�ssi�n�f �ngir�eer I€c�r��ed in Texa�. 8. �TA���l�D�: T�e �atest u�rs�or� of t�e kJ.�. f��{�a�m�nt �f Labar, �ccup��lonal Sa��#y a�c# Heaf#� Ad�nir�istration �ta�,dar�s, 2� �F�2 �a�# 'I��S, �u�-I�art P- Exca�r�trons, are h�r��� rt�ade a par� o� ##�is s�e���catia� a�d sha�f �� t�e rnlnirn�rm �ave�nir�g rec}uiromen#s for tren�h saf��y. �. D��Jt�li'I��J�: �. T���l�H�� -� t�er��� �s ref�rre� t� �s a narrow �x�ava#ion mac�e befow the surFace of ti�e ground i� wt�i�#� t#�e de}�t� Es gre�ter t�an th� w�dth, w#���e tl�e wid#h measure� at #C�e boktam �s r�ox �reaf�r th�n �ifteen {� 5} feet. �, ��C��HIN� �Y�7�N1 R Ben���n� rn�$ns $x�ca�vatin� tha sides of a�r�r��h �o fofm �r�e or s ser�es of horkzon�al I�v�l or st���, u�uafly vuit� u�rkical or near��r�r��cal su�#a�es be#w�en l�►r�l�. 3. �L�PIiV� �1l�iEM -�lop�ng mear�s exca�ratlr�g to ���m �i�#es of a trer�ch �hat a�re incl€ned awa� frn�n the exc�uat�on. �, SHI�L� �Y�T�� -�Y�iel�s us�d ir� trer��k�es afie generall� ref�r�d to a� "trench #�oxe�" or '�trench shields". Shi�l� m�ar�s a structur� that Fs a�le t� +r�ith�#and #i�e f�rc�s i�np�sed �n kt by � cav�-in �nc� p�otect wu� i�a�� wit�ir� #h� str�ctur�. ��i��ds ca�� be permana�t s�ructures ar carr be d�sigr�ed to #�e por�t�I�Re and Rnov� aEong a� tl�e work pr�gres��s. ���e��ls �an be eilher ���-manuf�ctured or �ob-buijt in a�cardanca wit� ���i+� ��a�rdards. �. ��#CJl�INC �Y�T�h+O -��+aring rr�ear�s a struct�re �u�l� a� a m�taa hydraulic, m�cha��cal �r t1m�r syst�m t��t supp�rt� the� s�des af a tren�l� and v�rhi�i� i� af�signed to pr�v�r�k cave- ins. �F�ar�n� ��r�t��s �re gen�rall� cornprised of cross-beaces, verkical ��i�s, �upngl�taj, �ori�onta� rarls {vuales) anc�l�r shee#�r�g. I�. ItiA�A�UR��+1���lT - 7���ch d�pth is the verEi�al meas�r�m�r�� #�o�n iF�� t�p o� t#�e �xfst€ng �ror�nd t� kh� b�ttom o€ th� pip� or str��tures. The ��anti#y of trvr��E� s�fet�r s�stern� shall be ��sed on the i�near foat �mou�t a� tr�nch d�p�h gr�ater t�ar� #lve {�} feet. �7l�3d0� ��-'� � PAi�T' b � �P���A�. ��IV�i�I��V� � �. PAYhA�1VY » Pa��ne�t shaN be full �orr��er�saki�n far �afety sys��m desi��, labor, tc�ols, ma�teti��s, �quf�ment ar�d incidentals nea�ssary #or the ir�st������on a�nd r�rno�al af trencF� .. ., . , . „ DR �T �AN�TAI�Y SEW�#� fiI1A�H0�ES A, ��N�Rl4�� T#�e ir�stal��ti�n, rep�a��mer�t, ar�dlor rehab��it�#i�n �f sanw#�ry sewer mar�h�les wi�f b� r����ir�d as s�awn or� the p�ansT an�llor �s describ�d ir� th�se �pe�3�l ��nt��ct Dacurr�er�ts �n acfdGti�n to th��e located ir� ��� ����i anc! ider�tifi�d by t�e ���gi�e�r. �+II manY����s shaU be !n acc�r#an�e wk##� s��lion� �1-'�4 Materials for ��nat�ry �ew�r 14���hot�s, llafve �la��tsr ��c.. ar�d ��-�� V��lk and M2�r�hofa �ans�ruc#�o� �� �#�e ����r�l ��rt���ct �ocu�ents and �pe��fica#�vn�, �nC�ss amer�dad a� s�,p��sed�d l�� �eq�ireme�k� o� th�i� �pe�ial �or�d�tion. ��r new sew�t Ei�e �nskallatior�s, k�e �or�tr�c#ar si�a�ll #ernporarif�+ plug all lines at ��+ery �p�n r���,hofe �,n�er canstructro� in orcie� t� k�e{� d�bri� au� af the clry sew�r lin�s. �k�e pl�,g� �f�a�� ��t b� rernov�d until �he a�piec�ble manF�o�� complete �i#� con� ��cti�r� h�s b�en cor�structeti ar�d #�e IRd �ns#�Iked to k�ep ot�k d��ns as a r��ult of addEt�anal �onstrt�ct�o�r. �, �0lV�F��TE ���LA�2�: �oncr�ta coll�rs tiru�ll b� require� on all rnanholes �pe�fff�d a�� per �igu�e �1�1. �. IJVA7�RTI�HT h+1A�fH�L� IN�ERY�: V�fat�rt�g�# gssket �rtan��l� ir�ser#s s�ali be in�#afled i� al! s�n'rtary s�+r�+�r manhoaes, fns�rts s�afl be corrstructed in a�co�c�a��e �rit� �o�t War�h Wa�ter C}�partrn�nt ���r+cfard E1�0-4 an�t sl7�li be #ftled and #�stakled a�acorc�i�g to the �an�f�c#urer's reo�rnmer�da�taans. ��ainiess �te�� manF�ofe inserks sF�a�l �e rea�ui��� �or a�l pi�a diame#ers �8" a�d gr��te�. �. LIFT F�iOL��� AGI Iifk hal�s si��l] b� �Eugg�� wifh a pre-cast c�r�cf�te p�u�. T�e �ift ��le shaEl be s��Jed or� tf�e �uts��e �f tt�e man�o�e w�kh Ram��l�k ar ar� a���ovad �qual se�l�r�t. T�e lif# ho�e s��ll b� s�af�d on �he insrde of t�e m��F��l� �uf�#� qu���C �ettitt� cer�n�r�t grvut. �4. FIiVAL Ft�?�+! �L�VA�`IQf��: A+S�nhol� rims �n park�+ays� la�w�s an� �i�e� irnpro+�ed la�rds sh�ll �e at an e��vat��n not mor� tf�a� ane {1} nor I�ss �har� onemha�F ��€J2) inch abo�r� �he �ur�ae�ndin� �rour�d. �ackfrll s#��il �rovRd� ��nif�rrn slo�� from t�� �ap of manhale c�sti�a� �o� no# iess t�a� thrs� �3� fe�t �ach clir�cti�n to exEsti�g fini�h �rade �f tE�o grau�B. The gr�de of all surfa�es sha�l b� ch�cke� f�� pr��er sCo�� ancf g��d� by+ s�ri�� f��ing th� ee�tire area re�arde�l near !�� manh�ol�. �A��rhaf�� �n op�n fi�lds, ur�kmprov�d la��d, nr d�aanag� �ours�s $�alf ba ak an ��e�+aki�n s�awn on the c�rawings or rr�inimu� of � inch�� above grade. �. f4+1A�11-IOLE ��1l�F��: A!I �ids sh�la ha�v� ��ck sl�#s i� �f�� �f �Eck h��e�. �1lanho�� frames an� c�ve�s �hall be I�c�{i��e�, �Y�e �J, with in�ented #op �f�sign, ot �qual, w�t� pic�C slots. �o�+ers s�a�R ��t flush w�kh #he r�m a� t�� frarr�� and s�a�f h�ava no �arg�� t�an 1l6�i��h ga� b�fw�en the frame and c�ve�. �e�rtng sueFac�� �hall be machine finisi��d, �ock�n� rrwarrl��Ge I�ds and �rar�es will �e res�rl�ted to rocati�ns wi�hi�r t�e 'I O�,y�ar �lo�d�R�an and areas s��c�fr�a�l� designatecf a� tha pJar�s. �er#ain ta�� D�c�il� fr�n V�ani��le tads ��d �ra�m�s are ac�eptab�� far use wher� locl��r�g �{d� �re spe��f�ed. 6. �H�IL�,OUV ��N� MA1VF��L�S: �ha�low r�ar�h�le c�r�struction will be used wl��r� rna�hol� dapt�x is fo�r ��) f�ex ar �ess. All �hall�w cone manh�l�s s�a�! #�e ��I�t fn � i�r �02 ��-� fi - F���T' � - �PE�1�L ��I�D�TF�h�� � . ��corcfanc� wEt� �i�ure 10�. f�IC �hall�u� �vne r�i�nhaGes �h�ll have a oa�st iron lid anc� ��ame w�l� p�ck sl�t�. N���: MANH���S P�R F[�URE 1Q6 WfLL h1�T �� ALL�INED. _ � � � � r � . . . � � i r . . I�� i .i ... � _ . i . � �. ��_. � i_.. �4t.r_v �ii . ,. i .. i�. t �i . i ....� _ .� .�, � � � .I...I.II._.v. 8. ��TERaOR SI�RFA�� ��Al'INfi: �xteri�r s�trf�ce� of ali rnanE�a��s �ha11 #�e co�ked wit� lwo mo� c�a#� of c��l #ar e�oxy, iCop��rs "Biturri�s#rc �u�er �erv��a �3l�cEc" T�e�nec ��6- 4�Q Heav�r Tr�emeco�," or e�ual dv, a mit�fm�rn or �4 mGl� dry filrr� thic�n�s�. �. �ANHOLE ,�i�1R�T �E�►L! hl�: A�I int�rior �nd�or �xt�rFof j�ints orr c�ncr�t� manh�le �e�tians c�nskructed f�r #he �9ty of For� 1JUorth Wa�e� De��rtmsr�t, e��1�€ding �r�ly t�� �oints u�ir�g a#ra�p�d ��pe p�rfarmed 0*ring �b�er ga�ket sh��C rec�uire B�#um�st�c j��e�t sea��arrts a�s �er Ftgure Ar1. Th�is sealant shalk ba �re�for�t�ed ar�d tr�we��l�le �ttu�asti� as man�rf�ctu�ed by I�er�t- �eal, Ram-hlek, �-� �#ick, or eq��1. The j�int sea�er sh�l� b� suppl�ed in ��ther �xk��ded pipe form or ��iitable cr�ss*s�cti�r�al area or flat�ta�re an� �hail be sized �s r��orr�m�r�derl by fhe manuf�ctur�r and ap�raved by the En�ir��er. The j�ir�t ��aler �k��lE �e pr��ect�d b� a s�itable rern�v$b1s wtapp�r a�e�d s�all n�# tn any w�y+ clep�r�d on a�ctd�ti�n, eva�orat��n, or a�ry+ otF�er �i�emical �ctian �o� either its �dhas��+e propeet�es o� coh�sive s#��ng�l�, T�e Joint seai�r sh�ll r�rt�axn totally fCexE�fe witho�t s�rir�king, hardenir�g, or oxid�zar�g r��ardle�� o� #1-�� €e��th o� time ft is �xposed io #he �ie�er�ts. �`#�e �nae�ufactue�r s�a]! �urn�s� a� af�davii attestir�g to ti�� successf�rl use af the prnduct as a pre-f�rmed flexGk�le �oint asaaa�� on cor�cr�te ��pe and manh�Ee s�cti�ns for a per�o� �f at �eask five years. B. EX���#TIO�: I�i�TALl.�TI�N O� J�G�1� �EAL.A�1T; �acl� �rade �djustrroe�t r�r�g �ncf rnan�ofe frame s�a�E �a se��ed �it#� ##�e a�ove�-sps��fer� maf�rials. �11 surfac�s f� �►e wr� contac� wi#h ��e ja�nt sea��r�t shakl b� thor�ugfnly cl�ane� �f �irt, san�, m�dF O� �t�k�f �0�$i�ll i?7���Bf, �'Fl� mar��fa�turer s�ali ap�ly a primer to all suria�ce� �ri�r to �r�stalJFng t�e �o're�t sealant in accordance wiki� ti�� r�c�m�enda��or��, Tk�e p�otecti�r� vur�ap��r s�all remain on t�� �aint s�alant �nirE �mtt�es�iat�ly pr��r t� �ha placement of the pi�e in k�a tfenc�. {�ft�� tamo�ral of �he pr�#ective v�rra�p�r, #he joint s�a��r�t sFrall be k�pt clea�. Inst�rll frames $n�i ��v�r over man�ole o��ning wi##� the b�ttom of #he rir�gs r�s�ln� on Bitumastic jai��t s�aler. Frar��s �r�d �r�de rings s�aJl rest an tv�o ��} r�vus {insfd� and �utsi�l�) of 8itun�a�tic loln� ssaler. �. ��A�Ihi� A�ND��I� AD.�I.��TEhJ� �(E�'�IiV� lti11�4�+,1WJDl.��: �x�avate (�ectar��ul�{ f�+ll cfep�l� saur cu� if ir� pavement} adjacent #o t�e manho�� to e�cp�se #�e �r�fEre m�nhoie fr�rrx� �nd a �riGnimum of C inches of the rnar��al� w�li keeping #�� sid�s of tl�e krer�ch r�ea�Ey v�r�ical. Remave r�anf�o�e fratne from �ne rr3aa�hv�� str�cture ��� abs�rve khe con�it�o� of the fra��� and �r��� rir�gs. An}r fram� o� gr�de rir�� tE�at �s na# suitable �or �se �s d�termir��� b� th� �r��ineer shafl be repl�ced. ����e rin�a tha# a�e �on�tructed �f brick, blo�k ma��r��ls �tY�et thae� pre-c�st �oncr�t� ri�gs, or wf�e�e r�ecc��sary and appr�ved by th� �rrgirtee�, sha�E� b� re�laced +�It� a pre�casE ffatto� �ection. Pre-c��t r.c�n�r�te rfngs, or a pr���ast �onc��te fial#vp s�ction vuiEl be the only a��u�t�er�ts ailow�d. In brick �r bloc�C �anholes, r�plac� ihe upper p�r#ion �f th� malrthole t� a point ��4 in��es b�Eow khe �ra�e. If the walls oe �o�r� �ect�on be�ov�r t�Es I�u�l are struct�rally un�our�d, xf��o� � SC-� � � P�F�� D � �P��IAL ��C�I�IT��[�� --- - �atify t�e En�i�aee� pnor to r�p�e,c�rr�e�t o� ki�� gra�e ri�gs ar�d m�nF�o�e frame. �xistin� I��k+nror�, iF cfamaged by t�re �#ntr�ct�r, sho�li be rep�ac�d at #�� �ontrac#ar's ex�sns�_ i r � � . � � � � . . � , � i i � � � . i � � � . . � � � � _ � i ��. i i _ .. � _ . . F.. . _ i i I i. i I i i . I v _ �. � i � . . v _ 1 t . � v _ I I � -. . , I i s i i 4 _ � L t." "" �ebrRs. ��a� expase� m��E�oR� surtar.�s wit� an �rp�rov�d b�ndin� ag�nt #ollovved by+ an ap�l�cati�n of q�ick sett�ng h�rdraulrc �emer,t �o �rovide � sm�oth w�rking su�face. If the �n�ide c�Ram�t�� of the mar�h�le �s t�o lar�a t� safer� su�port r��w �djustmenE rin�s �r �ram��, � f�at top �e�ti�n shall be i�rstal�ec�. Jaint sur�aces �e#weerr tFre fram�s, a€�ju�tme�t rir��s, anrl c�ne s�cti�on s�a�l b� free of dlrt, st�nas, d�b�s ar�d �oid� ka er�sur� a w�tert�gh� seai. �'lace f�ex�b�� �aske#�oir�k r�������i �r��� tn� ����a� ��,a ������� �a�$ �� ���n �o�r,t, or use trc�we��b�e �at�ri2�l n7 [Reu af pr�-farrned gas�Ce� materiaR, Pasition the bu�t jo��# aF �ac� �er�gth of j�ir�t rr3a��ria� an op�os�t� sides �f ti�� manho�e, �!o ste�l s�rrns, wo�d, sto�es, ar ar�y rrrateria! n�t s�ec�ficall�r accept�d �y th� �r��ine�r ma� be u�sed to ob��i�r #fn�l �u�fa�e e��vation �f the �nanh�ale f��rrN�. ln p�ved areas o� fiuture pa��red �reas, �astin�s s#�atl be �nst�llad b� usir�� a stra€g�t edge r��t �ess #har� t�� �'��) fee� long s� tha�t th� top of the cas�ir�g +nriEl ��nform �a She slope a�d fin�sh �J�v�tia� af #�� pave�l �urf�c�. T#�e top of the c�st�ng sktall be 118 ir�ch bel�w th� �n9sh�d e��va#ion. AlJowa�ce� far the compr��si�r� of #,he ]�in� m�t�rial shall be matle to ass�re a proper final grade �i�v�tke�x, �. ��PC)S�D �?(TERJ�� �U��A���; Ali expo�ed exteri�r �u�f���s shall be c.t��#�d v�r�th two rrt�p ��a�s �f ���! tar ep�x�r. �Ca{�per "'B�tum�stic ��rp�r Serv�c� Black�; Tn�m�c "�6- 4�� H�avy Tner�e��a", �r e�qua�, to a mirtimum o# 1�4 mias €�ry fifrn t�i�kn���, �. T�� exteri�r su�ac� of all p�e-�ast se��korr joir�k� shali b� #�or�ugha� cl$ar�ed wilh a wire brusi� ar�� #hen wat�rpr�ofecf +r�ith a 11�-inol� khicl� c�a# of tro+r�Eabl� bitumas��c Joir�# seaEant fr�m ��inc#�e� b��ow to �-in�has a�ave th� joink_ The ca�ted joir�t shaif the� ba wrapped witi� � mia piastic t� proie�t the sealan� from dar�rag� cfuring �ackfilfing. �. �+lF�1��€�E�+I�N�' �A�l�1 �1��'��hiT: �he pric� bid fot new manho�� install�#i�n� sFr�1� ��cfud� �II iabor, ��u�pm��k, a�cf rnat�t�als r�e�essary �or cons#ruction of #he rx�ar�hol� in�l�din�, ��t r��t limit�d #o, jo�r�t s�alir��, lii� t�ol� se�iing ar��# exie�ior �urface r,o�ting. �ayrr�ent sha�l not inc�uda �av�rr��nt �ep�acerrrent. +�ich Cf rec}uir��, s�ai� �e paid s�par�teiy. 7'he pri�e �i� for ��onstr�ct��n of e�istir�Q ma�rholes sh�ll i��lude all la�or �quipment a�d materiais ner�es�ary �ar �ons�ru�ti�n of r�e+� rrra�nhol�, �r��lud�n�, �ut nat �rmit�d to, excavat€on, back�ili, disposa! �f mat�riafs, jo�nt s����n�, lif# h�le s���in� 2�nd ex�erior surf��e co�ting. �'ayrc�ent sY�afl n�t in�lud� pa�v�ment feplace�er�t, whic#� iF r�q�i�ed, shall �� pars� se�arateiy+, T�e pr�ce b�d �or a�Justin� �ndlor seafi�g of �x�s#�ng manholes s��IG �rt�lud� �II la�or, �quipm�nt and ma#�rials nece�sat}r f�r �dlust�n� �ndlor s��ling the rx��rrl�ole, ir��l�ding b�rt not limited t�, �oint seairr�g, iCft h�le seali�rg, and ��ckeriar surf�ce c�atin�. Pa�+rnent far corar.��te c�llars uvill bc� rnad� per each. Pay�ent f�r mar�hofe €r�serts +nr�fl �e mad� p�r each, l�- �� SANIT�4�tY S�W�#� ���t1l1�ES N�T USEp � f fI��GD2 ��-16 � --_ P�F�T I� � SP��l�L ���DITI�IV� D- �8 REM�1lAL, �AL1l�I�L, AIJI� ABAf�DD�1MENT O� EX�STINC �A��LI"�I�� ��� i f���t D- 30 DE�'��'��4��.� WARNEf�C TA��� D�tectabl� ur��ie�gfound ukil�t� warning tapes w�ic� c�r� be lo��t�d �ror� the surface by a�fpe �a���#or st��ll ba ansta��ed dire�tl�r a��v� r���-m�ta�li� +�r�t�r and sanitary s�w�r �Mpe. 7h� ��ta�#a�le tape shall be "Dete�k Tapa" manuFac#�,r�d by �ller� ��s#ems, In�. �f appT�v�d �qual, a�d sh�ll c�nsist of a m�nlms�m t�ic#cns�s �.3� mRls s�lid aEumir�um foil en����d in a pratec�ive i�erf plastic ja��[et t��� i� 3�n�ervaous tv a!I known a�kc�fis, acicts, cher�ical r���er�t� anc# solver�#s #ou�� in the sol€. T#�e mtn�mum o+��ra1f t�ticke��ss of #he kape sha�fl be 5.� mi#s, and the wid�l7 shall r�ot be less than iwo rnches v�r�th a m�n�mum ur�it weight of �'I paur�ds!'I i�rc��'#0�'. Th� �ape s�all be color coded and irnprin#�� with t�e messa�e as �olf�vus: ��e �f �l�i�1fY 1Nater �o�ar Cnd� �afet� BI�� Let�er�ds �aution! Burie� V�a#er Line Betaw ��wer �afety �r�er� �a�ki�ni B�ri�d �ewe� I�an� B�fvv�r In�tallation of d�te��abi� tapes shafl be per rr�ant��acture�s ��camr�en�latfons ar�d s�tall #�e �� clo�e to the g�ade as k� pra�tical f�r ��tEr�r�u�n �ro�ecti�n ��td �ete�tabiki�y�, �41Jaw a mi�+irr��,m c�f 1� inches b�iw�en the ta�r� �nd t�re pi�e, Payment far w�rk such as ��ckfll. ��ddin�, biocl�ir�g, de#��tab1� tapes, ��d �I� o�her assocra��d �pp���nar�ces req�,ire� �l��IJ h� inciu�e� in ihe ur�iE �rice bid �or t�� ap�ro�ri�t� b�d ���m(s)- D- 3�! ��p� �LEANINC .�a�n#� s�al1 be w�pod and tF�e€� i���ectet! far pr�per instaflation byr #h� �nsp�ctors. �a�n joEnt shal� be sw�p� �atly arrd #cept c�ean d�ring installation. A temp�ra��y �i�ht p��g shall b� wnsta�Jed �� all �xpo�ed ��pe er�ds d��rir�g �n� �erlod o� worlt stoppage. D- 3� Df����A�E. �� ��OIL.fFI�� M�k7fFtIA� PrEor t� t�� dis�oaing o� ar�y spr�i�l�fl materEa�, tE�e �or�tractar sha�l aduis� the Dir�ctor o� �r�gle�e�ring De��rtrr�ent, a�tir�g as t�e �rky �f �ort �!�lorkh's Flood Plain �Administ�ator �"�clrr�in�s#�ato�`�, o€ t�e E��at'ro� �f afl site� wh�re the �o�tract�r fnt�nds to d�spose of su�h ma�eri�E. ��ntractor shaH e�ot di��osa of s��l� ma��r��! un�il th� pro�os�d sit�s F�av� b�en deter�mir�ed ��r th� Acimin€strator to rrteet t�e req�irerrie�t� o� the Fload PEain �lrtJir�ar�ces �� the �it�r �f Fo�t Work� {Or�Eir�ar�ce �io, �00���. �II d�sposal �ite� must �� appro►r�d by the ,�dminiatrato� k� ens�re #�rat f IE�ng �s nat �c��arrin� +��thin a F�aoc�plair� wi�hout a permit, A� fE��d�Ealn �errn�t can b� �ss��d u�o� ap�rov�l oF necessa�ry �n��r�e�ring s��d€es, h�o fRl �e�rnit F$ r�quired «c#i�posa€ sit�� are �rot �n a floodplai�. A���ov�aE �f the �ankractof's disp�sal s�t�s shal! �e evic�en�ed by+ � 1�tter stgrter� 3�� the Admi��istrator statir�g that tfi�� si�� #� nat 9n a lcnown �I�od pla�n �r �y � Flaod P��i€� ��II f�ecm�t a�t�iorizi€�g ��II wit�ir� lh� fload pE�in. ,4�y �xper�ses a�socia#ed w��h ob�a�ning the �la �e�rntt, in��uding ar�y n�cessary �n�ine�ring s�ud�es, sF�al� be a# the �ae�trac�or's expense. Jn ##�� e�r��t t�rat the �o�tr�ctor dis�ose� �f �p�iilfli� materiai at a si�� w�t�au� a�i�l perrrri� or a[et#�e ffam th�� administratof ap�ravi�g the dfsp��al sit�, �pon nati��catiorr �y tt�e D�rec#�r of �ng4r�eerar�g De��r�ment. �ontra�tar sl�all rerrtove t�� s�oit�fll mater�a� at �ts �x}�ense ar�d d�spose o� su�kr mat��Jals in accorc�ance v�+�t� the �rdir�ae�ces of 1h� �ity snd t?�is s�ctian. r rr��ro� SC�� 7 �- ���r � � �������. �or��a���r�s b� 33 N}��HANJ�� AI�D hIIATER�A�hIIE#�"$ LI�N Th� �o�ttt�ctor sh�►I� b� reC#uired #o �x��u#� a ref�2�se of trie���nics ��d rnat�rl�l rn�n's fi��� rrrann r�rcrr�nf nf �r��rrr�nt n- �� su�s��xur�or�s Tho s�e��#Jc�tions f�r mat��als set o�at the rr�in�rr�um star�dard �f q�aafity, vu�ich th� �it�r believ�� r�ecessa�y to �r��ur� a sat��fac#ory �roj�ct, iVo subststt�#tor�s wilf be permi�t�d ur�#ii tf�� �ant�actor �as r��eive� writter� pe�mf�s��n nf t�e �r��in�r to m�ke a�u�stituti��r for the materfa�. wh��#� has �ee� spac��f�d. V�h��e th� t�rm "or equaE", or "ar a�prov�c! �q�al" ks c�s�d, it �s ur�der�taoc� tha# �f � m�teriai, �raduct, or pi�ce �f ec�ulpmenk be�arin� tl}e narn� so us�d Es f�rn�shed, it �vlli be app�vable, �� the partrcu�ar tra�ie name �v�� �se�l for #he purp�se of �sta�}ishing a�tar�d�rd af q�aiE#y+ �cc�pt�bre �o th� �i#�_ �f a pro�u�# �f �ny ot�e� nam� Js p�oposed fo� us�. th� ��r�i�re�r's a�p�ov�� #he�eof mu�k �e ���air�ed befor� the �ar�trac�or pr�cures the pro�ose�1 �u��#it�ke. VYher� tF�e te�m "�r �qual", or "or �ppraved equ�f" �s r��t �sed irr t�re sp�c'r�a�ati�ns, tf�is d�es ��t nece�sar��y �x�lu�fe �lt�rna�ive if�rns or maker'ra3 ar e�uipm�nt vuhich ma�r acc�m�lis� the in#�nd�d p�rpose. However, #�e �or�tractor ���I� hav� #he #�rll res�ans�bifikyr of prov�n� t�ta# #�� propas�d s�bstitutiort is� in fa��, e��al, and the �ng�ne�r, as �he repr�s�n#at�v� o� t�$ �it�, s#�all be tl�e sole �uc�g� o� the arce�ta�ilik�+ �f su�stitut€�r�s. Tha �rovi�i�ns of this sut�-sectior� as r�lat�d ta "sut�st�#uti�ns" sha�l be a�plicabl� #o alR �e��ior�s o� kF�e�e s�e��ficat�on�, f]� 3� Pf�E��ONSTRi���I�N T�L�Vi���N ��5�'E��1��1 �F SANITARY ��1N�#� ! �L��i��] �� 3� 11��#JUM �E�TJfV� �F SAfV�T�►F2'f �EW��t MA�IHO�E� f�. �FN�l�L• T�i� it�m shafl govern th� va���,rrw ��st�ng o� all newl�+ constfu���� sanit��y �ew�r rr��nhol�s. �, �?(��I�TIDN: �. TE�T �F���E[]UF��; �l�nl�o��� shafl be vac�um t�st�d prior �� �ny i�#effor gr�u�Jr�g wi�h all ��r�n�c#�ons in place, �f�k h�l�s s��li be p�u�g�d, and afl c�rap-cor�ne�t�ons �na� �as sealir�g ��nr�cti�ns sl�aEl �e instal��d prior to test�r�g. T�+e sew�r IEnes a�tering #he man�ole shall b� plugged a�� brac� to �rev�r�t t�� pl��� fr�r� b��n� drawvr� inta li�� rrtar�hole. ��� �Cu�s sl�all be i�tst�lfed �n tF�e �in�� beyand t�re �lr�p���nnections, gas s�aling �o�r�ectians, e#c, 7f�e t�s� head shall be pla�ed ansrde t�re frame ak the tn� of t�e rr�ar�hoGe ��d tnfrat�d ir� a�corc�ance r��th tt�e rnanufac#urer�s recammen�a�i�ns�, A��cuurn af tert inc�es of m�r�u�rY {10"'Fig� sk�all �e drav�rn s�d tlh� va�u��rn pe�rnp w�ll be turne� aff. UVEt�7 th� va1v� clnsed, t�e �ev�� �f vacuurr� sl�all �e r�ad �tt�r t�� rec��if�d te�t time. Tl�e rec�uir�d �est #ir�e s��aa� k�e d�termir,ed ��arn #�e Tabfe I f�elov�r Ir� ac�ar�lar�ce w�th A�T�i �'��4�-��: Ta�l� I I��hlINlUNI TIM� R�QUrF��Y7 ��R 11�4�lJUM DRC}P Q� 7'" H9 {90"'�i� - 9"'H9} ����� D�ptl� of IU�Ff, �8�€n�h D�a, �0-In�#� �ia. ( � �lan#�ole Mani�oia 0 ta � 6' 4� sec. �� s��. 7 8' �� se�. 59 se�. � ��r�uor S�-� 8 ���� � - ����i1�4� �+���1�1L�IY� ��� ��' •1 a+ �$� �8� ��� Fa� ��ch �dd�#�ona! �' �0 S�C. �� S#C. (.' f5 r ., r �+� S9C, �� SB�. 74 SeC. � se�. �� S�G, �� 59�. 7n , �,.. �� ���. �'I S�C, 96 sec. � s�a. �. ����P7Ahl��: T�� rr�anhol� st�aCl be cor�sfder�d acc��ta�le, if the dr�p in #h� tev�l o� v�c�,�m is less t�a� ane-i�ch of ine����y {'i" Hg} afiker tMe requir�� test trrne. �Iny r��nhofe, �+rhich faiis �o �ass th� in��ial tes�, must k�e fe�a��ed I��r �t#i��r pr�ssur� �ro�ting #hro�gh the ma�r��o€e wall �r diggfng to e�€�o�a the �x��rior wall of #ha man�o�e in �rder t� locate #he le�Ec and s�al it with an ep�xy sealant. ih� mar�k�ols ��a�� b� ret�s#e� �s des�ribe� �b�v� un�Ml �t �as s�cc�ssfu4fy passed ��e t�s�. �ollowir�� c�mpletion o� a successful tes#, the m�n�o�e shali be ��stored to i#s rtormal �on��tfon, akl terr��orary pl�gs �h�l� b� remo�ad, all br�a��s, �qui�rment, �nd d�bris s�aEl be remove� �nd disposa� �f 1n a manr�e� satis#a�to�y+ #o t�e �r�gir�eer. �. �A*�M�Ni� �ayrrnen� for va�uum testin� af sa���ta�y ��w�r rnanhoies sf�aEl be �aid at the contr�ct �rGce �rer eac#� va��um test. �his pri�e sf�akl incl�d� all ma�erial, labnr, equipr�er�#, anc� ail ir�c3der�tafs� irrcludGr�� a�l byrp�ss pumpJng, rac��ire�! to ��mp�ate #he t�st as spe�ified herein. D- 37 BYF�ASS PUlI�PE�]G h10T USED D- �9 �'�ST���NSTFk�J�T�01� T�L�1�l�I��l l�f�PE�T��N �F �A�IiTARY �EW�R A, ���1�E�A�.: �1�ke� cans�ruct9�n, A�L svctior�s o� sa�itary �ewer lines s�+alf hava a#�ie►+I�i�n ir�s�a�tior� pe�farrrre� b�r ar� ir�dependent sub-�c�r�tracf�r hir�d #�y+ #i�� prame �orM#�actor. Worlt �hall cor�sist �� f�r�is�i�g �II I�k�or, rnate�ial, �r�d �q�i�men# nec�ssa�ry far �r�sp����or� of t#�e s�w�� lin�� by rn�ans �f ciased circuit #eCeuisi�n, u�tisF�c�ary pr�ca�ti�ns shall �� taice� #o prot��# #he ��wer ]�nes from dam�ge �fiat rrrigl�t b� infki�t�d by t�te impr�per us� �f ���ar�ing ec�uipm�r�t. �. T�LEV1SI�f� INSP��TI�N �QUl1��+t�NT: 7h�e ta�evi�ian c,�mer� u�ed fo� ti�� �n�p�c#ion shaEl f�e �r�e s��cifcalky d�sa�ned ar�d corrstr��t�d fvr �u�h ir�s�e�#ion. I�ightin� for tE�e cam�ra �fna�i b� operatGve �n '!�4°!o humidkty c�ndit�or��_ 7fne cam��ar t��svks#an rr�or��4or, and ot#�er �a�rtpor�errts af the video s�at�r�n s�rall b� ca�a�le of praducRnc� �€ctur� ��aJit�r #a tfie satisf�ct�nn o# the �ngkr�eer: and if ur�sa��sf��t�ry, e�uipme�t ��all he ��mavec� �nd r�o paym�nt vuill be ma�e f�r �r� ur�sati��aot�ry 'rn�p�ctiort. �. E���UT��N: 1. T��.E�[SI�I� I�1SPE��1`IDhJ: TI7� ��m�f� s�all be �nov�� �hr��u��r #t�� fi�� �n eath�r d�rection at a ma�lera�e ra#e, sta��ir�g when r�e�essar�r to �e�mi! praper �ocum�r�ta�i�� �f ��y sewer sertiric� t��s, �rr r�� ca�e vai�l t�e television ca�mera be pulied at a spead �reater kk�an �� feet ae� mi�uk�_ A+lanual winches. power win��es, N cable, and powvered x rrr�z - — ��-99 ��. ��F�T D , �PE�I�� �C��1�IT1��� r�vu�fl�fs or o#k�e� �levices that da not ot�struct the camera vievtir of in#�rfar� wi;h proper doc�,mer��akior� s#�all be used #o move the c�mera thr�+�gt� t�e se�ver xir�e. h#a �rrore kF�ar� �0�0 iin�ar f�et vf pipe wiN b� #al�vi�ed at �r�e time f�r review by t�e �r�gineer. Wl�er� manr�aaly ��erate� w�nc�r�s are �s�d to p��l ti�� te�ev�sion carr�tera thraug�r the lit��, t�l�pl�o��s or ott�er suitable mean$ of cam�r���r��at�an� ��tall b� a�t up b�#we�n #he �uro rrranh�res �� the s�c�for� beJng ins�e�ke� to �r�s��� ga�d comm�r�ic�tians t�e#we�n members of t1�� crew. Tk�e imqo�a��� of �ccu�a�e dfs#ar��e measurements is sr��ha�si�e�. All telev�sion �rrspectior� uid�o tapes �#��if have a f��ta�� co�nter. �ea��rr�m�nt ��r �oca#�on a� s�u+�r �etvi�e #aps sha�R #�� al�ov� �r�und �y means �f m�#er devi�e. i�►1ar#c�rtg o� t�e ca�le, or �� like, v�rhic#� wouRd req�ire i�tee�ola#[o� far d��th of m�nh�l�, v�ill n�t b� �Il�uv�d. Accurac� of tF�e ��s�ar��e meter shal� be cfnec�Ced k�y �s� o€ a uvalking m�t�r, rol�-a-#ap�, ar o#�e� surtable r�ev��, �r�d t�� accuracy shai� be sa�isfactory I� the �ng�nc�er. ihe �i#�r ma�c�� r�o gua�ant�e t�at �li �f �E�e sanitary s�w�rs to �e e�ter��d �r� c�ear ��r #he pa��a�e af a c��rae�a. The r�eth�ds �s�� far s����kng passage of #h� camera are �� be a# t[�e op��on �f th� �or�4r��tot. The ��st o� retrievir�g the Televis��n �am�ra, und�r all clra�rnst�nces, �vh�n i# b���m�s ladg�d �lur�n� in�p�cti�nr shail be ir��#de�#aE k� Television re�spe�x�on. �an�tary sswer rna€ns mus� b� Caced wEIJ� ee�ough wart�r ta �ill a�l Eow pin#s. The �eleuision it�sp�ctE�n mus# be �l�ne im�ecfi�te�y fo�lowing th� lac�ng af the rr��in vuath n� water f�ow, �f sewar �� activ�, f�aw rrrust be restric#eci to pr�vide a cl��� im��e af �ewer �eit�g �ng��c#�cE, �. I���U[��h1Tl�TIOIV: T�l�visi�n Inspectior� Logs: �ri�te� �o�atio� r����c#s s�alf b� I�ep� by t�� �on#�a�tor �nd wi�l clearly s�ou� tha I�cation �n relat��n #o �n adja��nt man#��i� �� �ach sewer s�rvice tap o�s�rv�d dur�ng ir�spec#ion. Ail t�f�v��i�n fo�s sha11 � refer��ce� to ���t#i�ning a� �howrr on the �rla��_ A co�� �f these ���avEsio� I�g� will be st�p�lied to t�e �ity. �. PH��'��f�A�W�: In�tant dev�lop��g� �5 �n�n, or ot��r standard�si�� p�otogra�F�s of th� t���vis��n pict�r� af prnb�ems shaEl be #aken by k�� �antra�tar �,pon rv���st of tl�e �n�ir�eer, as I�r�g a� �u�� photngra�hing does r�at ir�ter#�re wi�h tF�e �or�tra�to�s opera#�ans, �. 1fIGE�TAP� RE��R�I���: TF�e purpo�e of ��p� �ecor�ing sC��N �e to st�p�f� a visual ar�d audio re�aed of pr�b�em ar�as �f th� Cin�s t�at rr�a� be ra�M��ed. 11id�o tape r�cor��ng p1�y#�ack s#�a�l be at �f�� sarr�� �p�ed t�,at it was �ecor�ed, T�e t���v�sa�t� ta�nea sF�all b� ��,�n€shed to #he �it� far r�view immed��t�i� �pan c�mple���r� of th� tefe�rFsio� i�s�ec#ion �nd ma�r be reteined a maxirn�m �f �� ca��€�d�r da�+s. ���i�ment �hall b� �ravi��c� fo the �ity by the ��ntractot f�r r�vi��v of �he ta�pes. Tapes vuill be r�turr��d to tha �ontra�t�r ��oan corr�p��ti�n �f revieu�r b�r �F�a �nginee�. Ta�es sliafl n�t be eras�d w�ti�out t�� �er�rt�ssrorr af tile �r��ine�r. � I� #he #a�s ar� o� s�c#� 000r €�uelatv that #he �r��ine�� i� unabl� to e+�aluate th� ��r�dit��r� of the sewer Ei�� �r �p I��a�e servic� co�ne�t�ons. �e �ontra�tor s�al! be r���ir�d ko re- tel�vis� ar�d provicfe a�ood taue of t�e fir�� �t ��o a�dit�or�al �ost t� �h�e �it�. If a�aod t�p� canrro� b� prav�ded o� su�h c�uality+ t�at c�rr� be rev�ewed �� th� ��rg�n�er, r�a p�J�rner�t for tel�visir�g th�s p�r#i�n �ha�� �e m�,d�, Als�, na �a�rr�ar�# ahall be made for 7�rrsro� ��-�� - — - — — -- P�F�i' D � �P���Ai. ��IVL�IfiI��f� portions af linc�s nat tel�visec� ar po�ki�r�s v�rher� manholes cannot be r�e�otiated v�rth #�ra tel�vasior� �a�er�. . __ . . , . .. . . . + , , , , , , ,. . „ _ . , . . , .. � t , , . , _ . . , , _.._,_ „ �. ��.v „� . : � _ , , . , . _.. � ., , ,, , , �EW�R�: The �as# far po�t-corrstruction Tefevisfan Ir�sp�ctla� a� ��rr�tary sevor+�rs shai� k�e per tir�sar fa�t of �ewe� te��vi�ec�. T�e �ontract�r shafl provid� the E�glneer with tap�s �f � r�ual�ty tnaE t�e pa�krcul�r pae�e �� sewer ca� b� r$adil� evalua��d a� to �eu�rer cor�ditrons a�n� f�r provi�ir�g a�{�ro���a#e r�ea�ns for re�+�ew o� th� #apes by the �ngineer, T�levision ir�spe�ti�r� sh�ll ie�c�ude r���essary clea�ing {hyd�auEic je� or m��h�r�ical ��e�r�e�} t� provEde �+�deo �mage req�irec� for line a�aays�s. The q�antif� o# TV ir�s�ection sl�ali �a measurerf as tl�e ko#�i Eengt� of n�w �ip� En�tall��. �411 co�fs associ���d v�rlti� tnis wor�€ shall be �nc�uded in #�,� a�pro�rkate bid �t�m - Post�Cor�s#ru�#�an Telev�sion ln�p�ct��n. 7�re i�em shall also inciuda all cas�� �f ir�sta�frn� ar��f rriair�tarning an� by�as� pufin�in� r�q�ired t� �rovFde rel�a�fe, r�guiar sew�� servi�� #o ti�e ar�a r�rsident�. ►4�1 b��as� pu�x��rr�� shaN be i�cidenta! #o tl�e p�ojec#. D- 39 �AMPLE� AND QUA�ITY �ONTI�OL T��il1�� A. 7t�e �ont�ac#�r s�all �urn�sh, ax G�s own �xper�s�, certif�ativ�+s by a private I�bc�ratory for �II materia�s �r��osed to �e �se� �n th� pr��ect, ir�cCudin� a mw�t desi�r� fot �r�y asphal#l� a�n�f�r Pol�]a�d �erner�t c�ncrete �� be +�s�d, an� gradativn a�raly��s �or �and ar�d c�s#��� ston� to be use�} alor�g with �h�e r�arne oi th� �it f��m whicf� �1�e materiaa w�s talcen. T�e cont�actor shal! provid� ma�ufacture�s cert�ficat�a�� f�r �11 rnanufac#�red �t�ms #o #�e us�d ir� #�e pr��ect a�d wiil ��ar an�r experr�e relafe�# tt�er�to. B. Test� af �I�e design conc�eta rrx�x ��all be ma�le by the c�ntrac#or's I�borato�y at le��k r�Rr�e rlays prkor tv the paaci�g of c�r�cret� us��g th$ ��r�e aggr���t�, cerner�t, and mor#ar wf�ic� are #a k�e use� I�tef ir� the c�r��rete. Th� �ontfa�ta� s�a�l provide a ce�tif�ed �o,�y o� the tes� re�uGt� to t�� �ity. �. Q�aii#y can#roi testir�� �f ir�-p1ac� ma#erial on thE� pr�j�ct wilC �a ��rFc�rmed by khe city �t it� �v�rr� ex�ar�se. �ny r�tes�ing t�q�ir��f as a r�sul� of failura of �he rrkater�al to meet project spscGfwc�tions vuill be �t the ex�e�se �f ��e con#�actor ar�d w�ll be k�illed at comrnefciaM rat�� as deterrnin�d ��r t�� ��ty, The �ai��re o�t�e ��ty to ma�C� any t�st� o# mat�riaGs s�afl i� �� wa�r refieve ti�e ��ntractor o# its ���panslb�Ci�y to furnis� mater�al� anc� equi�ment cor�form�ng ta th� r�c�uRr�Errents of t�e �or�tra�t. D. �lot tass ti�an �4 hour� noti�e s�ail be prov�d�d to t�ie �i#�r by t�e �or�#ractor for ape�ati�n� r�qui��ng ta�tir��_ The ��ntr�c�oe shall provFde ac�as� a�d #rer�ch saf�ty syste�n (if re�}uir��!} far the sit� #a ba #ested, ar�+� any work eff�rt rnv�ivad �� de�me� t� b� included ir� #ha unat prlce �vr ��� item b�ir�g te�ter#, �. T�re �ontractor s#�a�il prov�de a c��y� of #he trip tic��# �or �ach Eoad of ��I! mat�risl defEv�ere� to th�e j�k� site, Th� t�cket sha�1 spec�fy+ t[�e ��me �f #he �i� sup�i�rrng th� �N m�f�r��l. D- 4� TEIh�P�F�A#t1l �R��I�#�, ��DIAf1ENT, AEVD �1VA7�R POLLk1T���1 ��h1TROL A, I����RI�'Tf��l: Tf�i� item shaU ��r�sist of temporary �oil erosion sedlm�n� and wa�er �al�r�t��n c�r�troC rr�easur�s cie�med rteces�ary by� t�e Engineer ��r the duration af tl�� �o�tr�ct, TJ�es� �ontr�f rn�asures shall at no tifne �e used �s a su�sti#ute �or �ha �ermanent can�rol measures u�l�ss ot�erw�s� di��ted b� lh�e �r�gi�eat and tl�e�r �t�a�l �a� iracl�de �easu�e� #ak�n by #he ��IV7RA�T�F� �o cor�trol �onci€�lor�s cr�ated �� hi� cor�structi�n ���rsr�� � ��-�1 � �1�4�� � - �i�����1�,. ��{�������� o��r�tiar�s. Th� temp�ra�y me�su�e� s�aaf include �ik�s, dams, b�r�sr s�d�r�ent b�sir��, ���r ma#s, jut� r�e�t�ng, �em�orary s�eding, straw mulc�r, as�halt rn�lch, plastic line�s, ru#�ble lin�rs. ��I�d��ray ��tards. dlltesF $COF}$ f�f�CllS �f7CI O��$r C�BVEC.�S, B. ��P���RU��i�P� R�Q€}fRElU���1��: 1"�� �ngineer I�as #Y�� authcrrfip to de�n� �r�dibl� earth and the a�thar�ty ka limit t�� su�-F�ce area of eroc#i�le-�art� ma#erial e�cpo�ec� by pre�p�ri�� right-af-way, clea��g a�d grubbingF ��}� �UIf21�� 81!'�� Of ��OC�I���-�21ftFl lri21k����� �x��SEd �y excauatian, barrow a�d to dfre�# th� �(3NT�A�T�R t� p��v�d� #ernp�rary polls�k�on�cor�trol measures #o �eever�t cor�tami��#�an o� adj���nt streams, ath�� water caurses, ��#ces, p�r�ds or ot��r areas of w�+ater ir�poun�im�n�. �ucE� wor€c may+ ir�vo�ve t.he car�skructfon of ter�p�rary berr��, �fi�Ces, dams, se�iime�t b��l�s, s�o�� dra'rns and use of terr�par�ry mu����s, ma��, se��rng, or �kher car�tr�l c�e►ri��s or m�t�ods direc��d �y th� En�inear as r�e�e�sary #� rantr�i s�i{ erosior�. T�mp�rary �o�l�,tio�-con#ro{ meas�res �hall �a us�d to �revent �r �orr�ct er�sian that m�p d�velop during aor�str��tion pri�r #o ir�stal�ation �f perm�n�nt p�Nution contro! f�a�ures, �ut ar� ��t ass�ciat�d wi#h per�r�a�r���rt c�n�.rol fea��res or� the praj�ct. The Eng�r�e�r wa+i�f i�mi� ti�e a�re� of pr�pari�g r�ght�o�,way, c�earirrg ar,d �r�bbMng, ex��vatfon arrd borrow ta tre y�raportior�a� �o t[�e ���1�RA�T��t'S ca�abll�ty anc� pragre�s ir� ke�p�ng tt�e finlsh �ra�ling, mu��F��rr�, se�dGng, and oth�r such pe�manent pallutio�-c�ntrol r�r�asur�s c�r�er�t in accordance uvJ�h the a�oeptec� s�hedul�. �i�ou'd �easor�a� c�n�i#�or�s maEce su�ch limtt�ti�ns unreal€stic, temp�rary �oi�-e�os#orx-cantro� r�eas�res sh�lf be �erforrra�c� as �iracted b� th� ���ir�ar, 1. V�1��te or c�i�posal areas ar�d cor�struct��n r��ds shal� be f+��at� and co�st�u�tecf ir� a ma�rref that w'rll minimi�e th� arnour�t of sc���men� ��tering s�reams, 2. ��q�,er�t fvrcling� �f liv� s#reams will nat �e pe�m�tted; �he�efor�, temp�rary brrdges or o#her str�ct�+r�s �hafl be us�d wher�var �n ap�re�i��le r�umb�r of stream cros�fnys ��e r�e�es�ary. Unf�ss att��rwise ap�roved ir� wr�king !ay #�e Engi��er, me���n�z�d �q�i�mer�t si�alf not �e opefated i,� Ji+ra str�ams, 3. 1���� w�r�C are�s or materfal sou��es a�e I�cat�d rn o� �d�acent t� I�ve �#r�ams, s��� areas �l�al� �� separ�tec� fr�rn tF�e str��m i�� a dEke ar o#�er barrier ko keep ���i�ne�t from entering a flow�n� strearr�, �are sC�all be taken �urin� the car�s�r�ction �r�d r�r��vsl of s��h b�rr�e�s fo ���r�i�ni�a the m�dc��rin� af a s#r�arn. 4. Aia wat�rways skta�f �e cleared �s s�or� a� practic���e of �al�� w�rl[, pi��r�g, de�ri� or othe� obstructians �I�cad cfuring construction ��erati�ns #hat are rrot a part �# t�e fnisl�ec� �voric. 5, The �orttra�#or s�a11 �ake suf#ic�ent pre�a�#ions io prc�ve�t p�ll�taon �f stre�ms, lak�s and re�e�voi�� w'rl� f�el�, �i1s, bitumen, calcium �#�lorEde ar �tt��r F�arrrMfuf m�t�rials. He �ha�l cor�duc� and sch�duE� his �peratior�s so as �o $u�ic# or m�nimi�e siC#ation of str�arr�s, l�kes �r�d r�servolrs and #o au��cf ir�terter�rrr.� with rr�ovem�nt of migratory fish, �. NQ�AI�Uf�El�1�NT,qND PAl'f��I�T: AI� w��c, r�akerials �nd �q�iprrt�r�t neces�ary to prov�de ��m�ar�ry erosio� cor�tro� sha�ll !�e c�n�idera�l su�sidfary to the �o�tract and na axtra pay wili !�e giv�r� far t�is wt�ek, D- 4'I Ih1�R��� J4�VD E�#�E��lOB�T�U�Tr�N OF A����� �� DR11fES The �on#ra�t�r s�a�!! prouide ingress �r�d egrass ta t�e pT�perty b�in� crossed iay #h}s con�tructror� and adjac�nt p��p�rky+ w�er� co�stru�#ion is r�ot ir� �rogress and at ni�ht, Driv�s sh�al� � ieft accessi��e at r�lght, ar� w��fcends, and during hoxEd�ys. Th� �or�t�a�tar sf�aN �o�cfu�t his a�#�vities �o m�r�imi�e obstr�ct�or� of access ta driv�s �r�d p�oper#y durin� ��e prog�s� �f r����o� � ��-�� - � - — PAf�T f� ; �P��1�1L ��iV��TI�N� con�tru�tion. fV�ii��ata�n �ha€I be m�cEe to an ow�te� �rior #o his d�iwewa�r f�eing rerr�vv�d �nd�or r�bui4t, �- -- , ;. �.._. ., _._ .,, ...��.�, . ....:ti,�} , . __., _ , �II pra��r#y along �ncf acijac�nt 4� �Y�e ��ntr��tots' oper�tfo�� ir�cl+�d9rrg ��wr�s, y�rds, shrubs, �re�s, etc., sh�ll �,e p�eserved or r�s�ored �fkar c�rnpi�tton af the w�rk, to a con�itian �q�ta�l to or b�lter than existed prior �o st��t o�w�rk. �r�y 4���s ar othc�r landsca�� fsa�ures �carr�d or �amagad by tt�e �ontractor's o�e��#i�ns sha�ll �e rea�ared or replac�d at the ��r�tr�ctor"s exp�ense. Tri�nming or �rurring to faci�itate #i�a �vorCc wiGl be p�rm�tted only� I��r ��cpe��an�ed workmer� Rr� ar� appr�ved �nanner (CVa trtr�ming or �rur�Eng v�itF�ou# #�e pr�p�ety owr�ers' c�r�sant}, P��r�ed lirr�bs of 'I" c�i�mete� or lar�er sheEl b� �t�orou�h�� #re����# as saon �s pas�i�le witF� a tree w�u�c� d�es�ing. By ordir�ar�ce, kl�e �or�tra�ta� must o�tain a�re��n�t fr�ar� ti�e �ity For�st�r befor� an� w�rk {��km�r�ri�g, r�mouai, �r ��a# pru��ng} c�n b� cCor�e or� tf�e� �r shful�s grov�i�g or� publi� �ro�e�l� lr�cf�dirrg street �i�h#s4ofi-1�ay� ar�d c��sign�t�d a11��s. Th�� parm�t c�n be �btair�ed �y �a�Gir�g the F�re�try ��fic� at 871-5738. AI� tre� wari� s�aa� be in compf�ar�ce with prun��� s�antl�rds f�r �lass II Pr�.�r�i�rg as de���lbed b�r th� �!a#ian�l A�bar�st �ss�ci�ka�n, f� ��py o� tC�e�e standards ��n be provided k�y ��kl�r�g the ���v� �umber, A��y damag� �o p�bl�� trees due to negllgen�� by the �ontra�tar shall b� asses��d usfn� #he �urrent �orm��a f�r ��a�de Tre� Eval�atEor� �s defi��� �� the GntematGonaE �oc��#�+ o� �4rb�ricuCture. Paym�n# �ar r��gligent t�a�age to p�biic Erees sh�ll b� made #o th� Clty �f �art Worth and ma� be wit�held fram i�nds c�ue the �vntractor by the �ity. T� �revent #�� sp�e�� �f fhe ��k 1tVi1t fur�gus, a!I wour�ds an l.ive Oak and R�d �a� #r$es sE��l� be imrr���iatei� soa�ed using � cammerckai �rur�ing paint. IVa �epara�e payment wi�l �e rnada far �r�y of tha +nrorl� ir�volv�d for t�€a i�ern anci aCl c�sts tncurred wikl be �ans�derac� a� su#sidia�y �as# �f the �roje�#. D- A� �1T� R��TOR�4Tl�t+l The c�r�kr�ct�r s�al€ b� �esponsi�le far restoring �h� �i#e to origi�al ��a�� and can�it�an �f�er �amp��t�an of h�s �perafiorrs s�bject #a �p�roval �f �he ��gine�r, T�e basi� for ap�roual by t�� Engir�eer wiJf �e grade r�s#oFatlon to plus rr�wnu� one-ienth (O.�i� of a��ot. �- 4�4 �FTY Q� ��RT W�R�H STAND�4ftD �R�DLICT 1.IST Pro�osed pr�du��s subm��tad in �he �id d�cume�#s nrtusk a�p��r �r� the latest "�ity �� ��r# Worth ��andard Peo�uct l.i�k, ��r ih� �Ed to be consid�re� r��ponsiv�. Proc�u�ts anc� �rocesses ��sted �n tf�e "�i�� �! �ort 1N�r#ht St�e�dard Praduot Li�t sF��11 �� aons��efed ta mee� �ity �t Fort Wort#� mi�imum te�i�r�icak r���irerrker�ks. D-4� 7`�P��1�, SODDIf3�, SE�bI�� & �iYDR�MUL�H�N� T�ls �tem sh��� �e perfar�n�d �� a�c�rda�c� witi� �he �ity of Fort V�lortE� �arks ��d �o�nn�u�wt� ��rv��es D�partment �pec��rcati�ns �or Topsoii, �o�idRn� at�d �aed€n�, ��i�I'�i�7 [� ? �1�5�Oz ��-2'� i� - - P��T b � �P���AL ���IDI�`J�I�S - DE��RlPTI�fV; Th[s it�tn +�ifl co�sis� �f f�rr�isnFn� and ��acir�g a m�nimum �� stx ��} fn��res o� #aps�Rl, frse from r�ck�ae�d ��re�gr� materia�, in al� p���ways anc� mecfi�ns #o the lines �nc# �rades as esfal�lished b� tkre Er�gineer, ��f��T�U�Tl0�1 ML�THOD�; Tn}�s�ii wfll be secur�ct �r�m barEow sourca� as req�ir�i t� suppl�m�r�t ma��ria� s�cur�d ���m str�� �xcavatior�. All �xc��rata+� m�te�ials fr�m streets whi�� �s suitable f�r tapsoll w�lR � use� in �F�� par�Cways ancf ine�fians ��f�r� a��r �o�soil is �bta�ne� fr€�m a borrow �ourc�. To��oia ma#�rRaf s�cu�ed fr�m street e�ccavation shall be stockpfled at lo�a#�o�t� approv�d �y tl�e ���in�er, and at corr�pl�ti�n �f ��adir�g and paving operations, ta}�soif sh�l� �e �Eacec� �n �a��cw��r areas so �s #� �rar�ic�e a rr�ir�imu�n six {6) �nches of corn��ct�d depth af ta�soii parkway�. �. ��DDlhl� D���RJ�TI�N: �o�din� w��l �ortsfst �f furr�fshin� �r��l �lan�ing B�rrtwurf�, BufF�lo or �t, A�gust�r�� �rass in the ��as betw�e� the ��rri�s a�nd walk�. orr t�rraces. ir� merlian �t�ips, on e�#��n�tm�nt� or cut �I�p�es, �r in such �rreas a� d�si�e�a�te� on tM� ��•�win�s a�d En a�cordanc� wi�h tl�e requir�rrxe�ts o� this �pecff'r�atic�n. R�co��m�ntie� B�f�ala grass var9eties for sadd�n� �re Praitie and �09. i�AT�RIf�L�: �od shall oor�sist af live a�nd g�owir�� ���muda, ��,ffa�o or �t, �ugustir� �rass s�cur�d frorr�k �ourc�� wl�er� tl�e soil is �erti�e. S�d ta be �iaceri du�xn� fhe da�r��r�� state of t#�es� gr�sse� �h�l! be ai�v� ar��l a���p#ab��, 6ermucla and �uffalo �rass s�d s�ra�! i��v� a� healthy, vi��Re ro�t syst�m o��iens�, t�rckJ� matte� rnots #i�ro�ag�o�t a�w� {�� irrcf� �inirnum t����Cr�ess �f na#ive sai� at#acf�ed #o tl�e �aots. �t. Aug�st�ne gra�s sod s#��li h�ve a healthy. vieile root syst�m af dens�, thickl}+ rn�tted roo�s t�rr�u�#�ot�t a one {1� inch rr��nirrt�m th�i�kn�ss of rrat�ve s�El at#acheal ta k#�e r��ts. TI�� sod shail be free F�orrr obnaxious v�eeds �r at��r �rass�s a�d sfi�all r�o# cor��ai�� a€ty mat�er �1el�ter��us to its �rouvth or which mi��it aFFect {ts �ubsEs#enc� ar �iardiness w�e�r �ransplante�i. ��� #o be }�����d #�etwe�� c�rr� an�l walk anci on terraces sharl b� th� same typ� gr�ss as a��ace�t g�a�s ar ex�s�Rng i�wn. �ar� sha�l be take� at aN t�mes to re�ain native �oil an t�� ra�ts o� the �or� durirrg kh� proces� of excava��ng, �a�li�g, and �lan#ang. �oc! r��#�ri�! shali bs l��pt rr7��st f��m t�e #ime it �s �lug un#il planted. When so �ifec#�� i�y th�e En�ir��er, the s�d exis#��tig �t thc� s�u��e ��rall b� �v�ter�d ta the exter�t required pr��r ko excava#in�. �oc� fn�terFaa sharl b� plar�ted �uithir� thr�� da�s �fter it i� exc�vated. �O�d�TFtU�Ti��l M��'i-f��]S: Af#�rr th� desic���te�l ����s hav� b��n camp�et�d to the Irnes, ��a�es, ar�d �ros�-s�ct�ons shnwrt oe� the Dr�wi��s �n� as pt'ou�tled for in othef i��ms �� ti�� car�lra��r so�ding o� tha ty�e s�ci#i�d ��rall �ae pertoErn�d �� �ocardance wi#h the ��q�iremer�ts �ereln�ft�r �ies�rl�ed, �o�d�r�� sFra�l �e �ith�r "spot" �r'"bf�ck"; e�ther ��rmuda, 8uffalo or �t. �I�gustifle �rass. a. �pot �ad�ir�g Furrav�s para�f�� t� the �urb iine or s�d�walk 11r��s, t�elue {�,2) �nches �n cen#ers orio #�� �im�ns€or�s sho+�n or� #�e Dr�win�s, shall b� oper�ec� on ar��s t� be so�ded. In �II fur��ws, s�d ap�ra�cim�t�fy three (3� ir��h�s s�{�are shall b� placed �n t+nr��lve �'I�} inch �e��ters a� prap�r �epth �o tt�at th� top o� t�� soc� shall not be rr�ore t€��� one-h�lF (1{�� i�rch b�Gow the finls�ed ��a��_ Holes of ea�u�v�lent cl�pth and s�aacJng may b� ��e� �r ��rr�t+� ��-�4 ����` � � ���ci�� �o����`�on�� ir�s�ead �f furro�rs, T�� solE shall �o� firrn a{ound ea�� �l��k ar�� �he� tE�� eniire ��dded ar�a s#�ail be car�f�,ll�r ro11e� with a�eavy�, han�l r�tier �Cevel�pir�� �f#een �9 5} to twen�y-five {��} ��un�s p�r squar� in�h com�re�sian, Har�d t�r��ing may he requife�l c�n tarrac�s. b. B�o�k ��dtfing, At r���tion� o� ti�� Drawif�gs o� w�rer� direcked, sod bia�ks aha�l �e ��reful�y placed o� t�e �repared areas. �'[�e s�d s#�all b� s� p�ao�d ��at the �ntire csesi�nated are� shall be cov�r�dF �I1CI &Ilj� Y�I�S I�� IC1 t�l� �OCIC $O��lll� $F1�IJ I�f3 �IIi�CI VYI�II 2�CIItl4ft�� 5`01� 8111C� tampe�l, TC�� entfre so�ded are� sf�akl t� �oll�d a�� �arr�ped to form a#h�rou�hly campact sa�€d rnass. �urtace� �f �lac�C sod, wh{ch. in tY�� a�inion of tne Er�gin�ee, may �lid� due to the hei�ht �� staA� of �he strrfa�e or n���re af t�e soil, shafl,, upon d�rea�io� of the �r�g�e�eer, �e pegge� wit� wo�d�� �egs �#rivar� t�ro�agh� #E�� s�d blac� ta tF�e �rm �art�, sufffc�ent�y �la�e to hafd the i��o�k �od �irmly in �fac�. 1+Vh�r� t��cessa��, tlne s�ddec� are�s �h�11 �e smaothed after plantir�g I�as been carnpleted ar�d �€�apesf t� r,�nforrn �o the c�oss-sectEor� }�revio�s€y p�ovir��cf and exi�#ing a� t�� t'rme sodcfin� ope�ations �+e�e b�egun. An� exc��s d�rk fro�n pla�tir�g �p�fiaka�n� sh�ll �e ��rea�l �niformiy� av�r tl�e adja�enk areas �r �isposed of as dire�t�d �y #ha �r�g�neer so #h$t t�e �orrr�leted �u��c� wi�l pr�se�t � �+g�t�y appe�r�nc�_ 7�r� �od��d a�eas shall �e th�rau�hEy wa#ef�d imrri�dEate�� a�#�r the� ar� p�an#ed artd shaEl be sub��qu�ntG� watered �l suc�r t�mes at�� in a� rr�Gann�r and ��an#ity di��cted b� t�e Er��ir�e�r ur�til com�fetion and #lnal acceptar�ce of #�e projee� by #�e �it� of �art 1rVarth. 3. 5���lk�� DE��Rl�TG�N: "�eeding" will c�nsist o� �r��aring �rau�d, �rovEdJng and p�ar�#�n� seed �r a r�ixtur� of s�ed af th� k�nd s�aeci���i �I�on� and a�ros� such areas as ma�r be d�s�gr�at�d an the I]ra�ings a�� i� a��ordar�c� with t��se �p�cif�a�ioras. A+1�4��RIAL�: a. �er�e�ak. AI� seed �sed musk ��rry a T�xas T�stin� �eed ����I s�rvwir�g purity� and �ermir�at�on. n�m�, ty�� o� seed, ar�� #hat the se�� mee�� all re��Er�m�n�s �f tF�e Texas �e�d I.aw. �eer� furnish�d shal� h� af th� preu�aus season'� cro� a��d #�e �a�e of anal�sis shown an eac� tag �hall b� utiri#hi� nine ��J} rnontf�� of t�rri� �f delive�y to �h� proj�c�. E�ct� variety of seed �hali be ��rni�hed and �ierivered ir� separate �ags or ��n�ainers, �1 �arr�ple �f each �rariety� o# saed sh�ll be �urr��sY�ed for ��alysis and testin� whe� dMrecte�i b� the �r�gir��er. TY3e spa�€fi�d se�d s#�all �q�a� ar exeaed ti�e fo�iovuar�g ��rcarrt�g�s of �urity ar�d ��rmlr�at�or�: �ommor� N�m� �omrrfo� �ermud� �ra�s� Ar�nt,al Rye �rass Tal� �esc�e 1N�s�err� 1Nheat�r�ss B�ffa�a ��as� 1l�rieties Top �,ue+ ��dy �rit 9� °!� �� °lo ���lo 8�°!a 95°Io 95°l0 �erminat#or� 9��1a 95°r� ��°la �0°!0 �0°Io �J�°la x�rr:�o2 ��-25 � �ri�� ❑ � ����1�� �r�����R�4V� ` ���}�$ '���.�,��}�. , ..., . ,_ . . ti . . - --,._._ „ ... . ._ .. . x., „+, . .,.., �.. .. vt.. �t, �• -�-�-� h+�i�ckure f�r �lay or Ti�ht �o�l� Dates F� � 1 ta N�a�r 1 �as#e�n �ect��ns� ��#�m Secti�r�s� @e{rn��la�}rass 4Q �uffaEo�r��� �0 Buf�alo�rass 6� Be�muda�rass �0 Total: � �� Tot��: � �0 f�1�x��re fpr �a�dv S�ils �AIJ �eetions B���nucfa�rass rp Buffalo���ss �0 Tatai. ��Q ���r�, �z�.�.���� TE�IPOR�4�1� �O�L����4�DN ��EI��NG RAT�; �ib.� F�r� Lf�e �eec� {PL�� �]a#es � �e�ttot��} �lug 1 � ,f`�II �escue 50 to 1N��terfl Whe�t�r�ss 5� May 1 A�rn�a� I��� �0 Total: �I 00 ���J�Tf�U�Tl�f�,l AA�TH�D�: ��e�#he designate� areas C�aue bee� co��Geted to t�� �ines, �ra�l�s, ar�d cr��s-s$c#ians showr� on �he Dfaw�rt�s ar�d as provEd�d for �n otF�er f#ems of ihis �an#ract, see€li�g o� #�e ty�� s��ci#�e� shaEl be p�rformed in acc�r,�a�ce with the requirer�ent� h��ein��tef cies�n#ecf. a. 1Natering, �e�d�d ar��s shal� be wat�red �s �1�r�ctec� b� the �r,gineer sa as t� prevent v�ashi�� �� lhe �lopes or di�loc��ment of �he seea4. b. �in�5hi�g. V�h�re a�pii�ab�e, #he a�ou�ders, sko��s. and ditch�s sha�l C�e sfnoot�ed ��te� s��d t�d pr�parat�on has been campf�t�d a�d sF���ad #a co�farm ko t�e c�ass-s��tion �revi��+s�y provid�d an€� exis�ing� at ih� #Jm� pFantar�� ��erati�ns +nr�re beg�rr. �R��1D�A�T �EED�J�1�; Th� se�d or ��e� t'ni�tture i� tF�� q�ar�tity sp�c�fied shal� b� r�n�forfn�� distri��rte� over �he area� s#�own �n the �rawGngs ar�� w�ex� c#ir��ted. I# the s�uvrn� of se�d €s by C��nd. �$th�r t#�an ��+ rnechan�cal m�thods. il�e se�al shali be sou+n ir� two directio��s a�t �ght angles t� �ac� other. �e�d �n� fertiliz�� shalx �e dis�r�l�u#ed at the same �ar�e �r�vi�o� tFre s�ec��er� un�for��n ��ate �f a�plicatinn f�r both E� obt�ir�ecf. "Flnis�ing" as speci#ked in �e�#�an D,4�. ��ns#f�c#ion V�eth��s, is not appiicab�� sin�e no s�e�l b�d pr�paratPon is ror��ir�d, I�I���D �EE�iCxlC: ��il over th� ar�ea �hown on t�e D��win�s as dar�ct�d to �e se�ded sh�i� b� loossn�� t� a min�r�urra d��tt� o� three {3} inches and a!I �a�ticles i� tf�e seed be�d shafl b� r�d����d to a�ss than a�e {'I ) �nch in diamet�r ar tf���+ �h�ll be re��v�d_ The ar�a shall t�en be fiflE�hed to lir�e a��1 �r�de as specif�ec€ under "�ini�hing„ i� �ecti�n C��, ��nskr�a�#J�n �+le�ho�s. �he sead, or seect mix#ur�. sp�c��ie� sh�l� #her� be pfantad at ##�e rate required �r�d tlti� appli�atl�� shall �e made uniform�y. If ��re so+r�i�g o# seed i� by �and rather �ar� by m�al�ar�ical rrtie#h�cl�, seed s��afl �e ra�Ce�! or �ar��w�d ir�to th� so�l t� a cfe�kh �f a ��� 5+0� � �-�fi ��1�� � - ������i,. ���i�M����� a�proximat�l�r �na-�i�h# ��l8} in�h. The �I�n�ed a��a s�rall be ro�led +u�th a�orruga�ed r�lEe� of the "�ultipacker' ty+�e_ AI1 rolNir�� af t�e slop� ��e�s shail be �n ti�� �o�t�u�. . � , . . . . ' ;". � ' ; ' . , � , . . _ ;' . . ,. :, , ._. , „ .� „ ;- . .,,, „ , . _ ;,, � �.��.:.� �o �� seed�d, s�a�� be ��os�ned to tY�e min�mum d��k� of tfi�ree ��j in�es ar�d a�l �arti�fes in tFr� se��i be�l s�a�ll be rec�uced #o I�ss tt�an ane (1� €nc� in diam��er, ar theyr ��a�ik �� �em�v�d. �k�e �rea sFrakl the� be fini�hed ta line and grade �s sp�oifiea� ur�der "Firrishie�g" in uection D- ��, ��nstructfor� h+1��ho�fs. 3Na#er sh�ll t�en be applied to the cu�#iv�ted �rea of the seec� i�ed un#i� a mrnim�rrn �lep#h o� six {Bj ir�chas is t}��ro�g�tly moi�ter�e�_ A##er the watering, wh�n #Y�e grour�� has becomo s�ff�c�ent�y dry to �� toose and pGab��, ti�e seed, or se�d mix#ure sp�cifaed, shaEl #�en be pMan��d at ti�e �ate requ�re� a�nc� �f�� a�plica#ian s�ail �e mad� �nif�rml�r. If #he s�wir�g of s�e� is �ry i�and� rather t#�a� mecha�nical m�thods, the seed sl�all b� sown ir� �wo d+f�ctiar�s a# ri�f�t angl�s #o ea�h� o�h�f. �eed �n�! �ertMllzer m�i� be distribut�d a� t�a s�rne #i�rre, prav€d�c# t�r� sp����i�d �nifarm rat� of a�p�ic�ti�n For }�oth is ob�aEned, After planking, the se�d s#�a€I be raked or h�rro+rued in#o tE�e �oi� to a��pth o� �p�roxrmat��y �n�-�ua�ter {�f4) it�ch. The }�lar�tad �urface ar�a ar�d �ivir�g a�maot#� su�fa�e w�t�out �uts �r tracks. lr� be#we�n the �ime �ompac#�r�g is complete�i and the as�t�alk i� �p�Ei��l, th� ��ar�t�d ate$ sh�ll be �vat��$d �uffic�er�tl�r to ass�re u��form moisture fr�r� �h� su�#ace to ��nir�ir��,m of �ix {�) ir�c#��� rn �lep#h. 7�re a�ptication of aspha�lt s�a1f f�llvu� the last wa#erie�g a� rapidl�+ as pos�il���. As�F�alt shal! �e �f #he iyp� a�d gra�e as �howfl an t�e Draw�ngs a�d sh�ll �onfo�m to tl�� �equirem�r�ts �f the �tem 3Q�, „As��a�ts, C731s �r�tf �m�l���rr�'". If t�e ty}�e of 2�$�ph��� ko �e �s�d i� �ro� sY�ov�+n �r� #he D�av�rir��s, or �� Draw�r�g� ar� nc�# �nclud�d, tC��n M�-� �ha�f �e +�s�d. A�p�i�ations �f th�e asph�lt shall be at a�ate af thre�ryi�ntha (0.3} gallo�� per sGua�e �+arc�. Ik s�all be app���d to the a�a in �u�h a manner �� t�at a��rnplet� f�lm Gs ��tai��ecf and ##�e f,nished ��Fr#ace shall b� com�ar�tkvely+ sm0oth. f�E-SEEDII�� �F Ai��AS PLAAIi�D WIT� ��{�� ��A��E�� �PE�IE�: A��as where #e�porary c�o! s�ason spc�ci�s have �e�n plar�ted rnay be re�lanted beg�e�nkn� F�brua{y 1 wi#i� warrn se�sor� s�ecfes �s li��ed in Ta��� 'I��.�(�}a, Th� re-seeding wlll be �c�Eev�d in t�� f�llowing m�nner, T�e �oal sea�o� sp��ies shall be mow��i d�wr� �o � h�eigl�# o€ one (1) inc#� to i�s�re that slit�sesding equlp�nen# w�ll � abl� #o �u� #hrough #�e tu�f ana� acl�ieve ad�c}u�te a�ail penetratFon. ��lik-seedir�.g, is achi�v�d thrau�h the use of ar� irr�c���rrwen� ►v}�i�h cuts a#t�rrow (slit) ie� kF�� soii a�d pla�es #h� s��� in tl�e s1�t �r#�i�h is th�n pressec� �I�se +r�ith a cult pa�ker �vh��l. �. HYDF��ftiAkJL�H ��EDIfV�: i� h�r�r� r�uEch see�l�r�g is pr�vi���, s�e� mi�c sC�a�l E�ave 95°lo purit�r of ���uda grass �nr1 h�ve a g��min�tian rat� of �0�1�. �ontrac#or s�al# en�ure that t�e �ra�s est��las#��s. fi, �ON�TRIJ�"f`1QN INl�'F�lI#+� PAF�I( A��A� �"UFt� RE��'�RATa��# �F PARF� AREAS; F�R�'��I��R DE���]PTEOIV: "F�rfili�e�' wi�l cor�s�st of providrr�� ar��l distr�buti�� �ertil�aer aver s�ch �rea� as are cf�sf�nated an the Dr�v�rings ar�d ir� accardat�ce with t�ese ����ifEca#ions. � �r��raz 5�-27 ���� � � ����i�� �Qr����r��n�� h�AT��1�4L�: A�li fert��i�et used sF��l! i�� d�ii�rered �n bag� nr c�n�a�n�rs ci��r�y l�k�eele� ���wirt� th� e�n�l}rs'ts, 7he fert�li�er fs s�bj�ct t� t�s�in� by th� �i#y of �o� V1�orth in , .. , , . , . . ,_, . , , , ... , _,. .._,,,, _ ._ , ., _ . , „ _. ., ,,, ,.,,,. ,,..,, .,,,;�� an ar�a��ysis of �I�-���0 or �I�-��� ar havir�� �h� �t�a�l�rsis si�ou�rr� or� t#�e Dr�w'rngs. T�e ��ur�s in �h� ar���ysJs ra���se�t �he perc�r�t of nitro�err, phospharic a��dF �rld �o�8s�7 Iluk�'��?I1f8 �s�ectfveEy �s �letefm�r�e� �ry the �e#J�nds of �he Associa#�on of ��f��ial Agncu�tural �i��rr�is#s. �� th�� ev�nt it is n�cess�ry t� s�bstltute a fertiti�er of � dFffa�ent �r�aJysFs, it s�afl �e a�elle#ed of granu��te� fer#Ili��r urrk� a lov�er concentr�ti�n, Total arn�unt of nutrien#s furr�ished and appl��d �er a��r� �h�13 e�ual ar �xc��d #i�a# spec��iec� for ea�#� nukrier�t, �O�l�TR�7�Ti�N h+t�TH�D�; �1VF�er� an item for ferktllze� i� incru�ed ie� #�e D��win�s �r�d �rop��al, ��Ileted o� gra��u�aked fertilfzer sf�a�l �� a�p�Gie�! uniformly �ver �he ar�a spec�fi�� ta be f��tii��ed ar�d 'rn #he mar�n�r directed fo�' the ��rt��ula� it�rrt of w�rk. Fer#Gliz�t shalJ be dFy a�d ir� gaod physi�al condit�a�. �e�#ili�er ti�at F� p�v�d�red �� cak�d w'rll be re�ecte�. I��strib�rtion �f fertkli��e as a���tfcula�r item o� work shaU meet th� a}�pr�va� of the Er�gRnae�_ Unless otherwis� �nd�ca#ed or+ the Draw€n�s, #�rt�fizer shal! ba app�i�d un�farml� at �he average rata o�t�re� h�rr�cfred {3Q0} �aunds �r acr� For ali t�rp�s ot "�odding'� an� four h�r�cire� {�4�} �o�rr��s p�r a�r� for a�C type� of "���d�ng,� A+tEASUR��i�Nl`: Topsoii s�cu�ed fram borraw sour�es +��II be r�eass�r�af by !�e squar� yar��i �n pE��e �n tt�� pr�joct site. Measu��m�nt �+efll b� ma�d� onl�r �n #v�s�iis s�c�,red from bofrau� saur�es. A�c�p�abl� mat�r�al for "�eec�ir��„ will b� rn��sured by th� �in�ar Foot. com�Cet� iR �al���. A�c�p#a�b�e materia! �or "��ddir�g'� wil� b� meas�,r�d b�r #ho fi�e�r �o�t. corr��lete �r� place, Ac��ptabie matee��1 �vr "��rtalize�" sha�fl be $ub�id�aryr t� th� price o� sod�iing �r ��edin�. PAYMEN�: A�f v�+o�k perform�d as �rdered �nd m��sured shall b� su�s��iary to the conxract t�nies� a�� oth�rw�s� r�o�e� �n #h� plan� a��d bid d�curnents to b� ��ic� for at the unit pr��e bi� �or each itern of wot�Fc. E#s p�Ece shall be full c�m�nsatkan #or ���ava#ir�g �ex�ept as note� I�low}, Eoa�in�, ha�ifng, p��cir�� �nd �umishing a!I labar� vquipme�t� too�s, supplke�. and i�t�lderrtaas n�c�ssary t� oampl�#� work. All labor, equipm�n�, to�fs ar�d incide�#a�s rr�ces�ary #o �up�l�r, #rar�s�or#, sto��pile an� px�ce tops�i� ar salvage to�soil as s�ecGffer# sh�fl be in�lucfec� ir� "���dir��„ or ���odc�ing" bid item� and will nat be �a3d f�r direc#I�. '�Spak soc�di�g" o� "#�lacic s��ldfn�'� a� �}�e ��s� �nay� ba, wFll be paid f�r a� the co�tract �nit prrce per sq��ra �ard, ��mp��te in �lace, a� provldec! �� th� pr�pos�l and contr��t. The ��ntrac# unft �ri�a s#�ail �� th� tota! com�ensatio� for furr�ishing a�d placir�g �II sad; for all raMli�g �nd tarr�ping; for afl wate��ng; for d��posal of all ���p�us rrtater€�Js; and fo� ail materials, labor, ��uipm�nt, t�o�s �nd Mn�id�r�#als n���ssary ta ��r�p�ete th� w�r�c, aJC #n ar.�ordance wi#� ti�� Dr�v�ings an�l th�se ��ecifi�ati�ns. 7h� work p�rf�rmed a�rd materiafs furrt�s��d a�d rra�asurecf as provi�e� �nder ��NJ�asuremer�t" sh��l be paid f�r at #he u�ft �rice fo� "�eed�n���, ar "�oddin�", of th� type ��lr5f�� ' — — — — �C-�8 ���� � � ����i�� �o�v�����rv� spe�ified, �s the �a.se may be, which price st��ll eac� i�e �uil corr�p�ns2�tion fo� furr�ishin� all mater�als ar�d f�r perf�rming all o�Oerat��ns r�eoess�ry to complete #h� v�ark acc�pted z�s fol�o�s; Fertiiizer r�atorial an� ap�lication wiii nat �a m�a�ufed or �aid for dire�#I�. fo�� is considared subsi�ia�y ta �ocf�ing ar�ci ��edin�. D-�B ��NFiN�D �P��� �N�RY PROGk�AIh� �t si�all b� #he res�onaib�iify �f the co�t�ac��r ta impl�m�r�t ar�d main#ain a varrabl� "���lFIf��D �PA�E �N�R`f PF����A�i" which must rnea� O�H�1 r�quire�ents for aal ifs �rr��Eoy�es ar�d s�bcantra�#oes at al! time� ciuring cor�stru�#i�n, ��! acti�+e sewer manhal�s, r�g�t�dl�sa �f de�th� are def�ned by b�Hl�, a�s LLpermit r�quire� canfined spa�es", �o�tr��tors shalC submit �n �ccep��ble "�D�1FI�lED �P��� ENTF��' PF���f�A�" for arll appli��bl� �nan�toi�s and maintair� ar� a���ve fil� for k��s� ma�ho�e�. The eost of co�npiyi�g w�th t�fs pragram sl�a�l be �u�rsi�i�ry #o tl�e pa�r items invol�ring work irr cor�fi�ed s�aces. Dy 47 �UBST�4NTlA� ��IYFPL�Tf��l I1�l�PEC�l�NJ�ItJA�. IN�P��TL�N '�. Pri�r to th� ff�aJ ir�s���ti�n b�f�g cor���cted for the pr�j�c�, the c��tra�tor sh�ll cor�tact the city ins�ec�or rn wfi�tir�g wh�r� the �n#lre �rroject �r a de�ign�ted por#i�n a� ti�e pfoject �s su�st��tially c�mplete. 2. i�e insp�ctor a�on� with appr�pri�te �ity s�af� and #he �it�'s cor�st��tant shall make ar� ir�spect�on �# the s�bstant��Fl�r campl��ed wark and prepare ��d submit �� th� cant�a�tor � list of lt�ms �e��ing t� be comple#�d ar corr�ctad. 3. T�� con��aota� sY�all take Mmrnec#i�#� steps to rec��fy tf�� Ii�t�Cl dsfic��n�i�s and natify �h� o�rner �r� writing wh�n al! th� Mtems ha+�e b�en c�mpC�te�k �r corre�ke�, 4. P�yr�n�i�t far subst�n�Ea# cam�letiar� ir�spectior� as weFl as �n�l ir�sp�ec#ion s#��11 #�e subsi�iary to t�e projec� price. �or�#ra�tor �f�alf stiN be r��u�re� to adc�ress all a#he� �ief�clencies, w#�i�h are dlsc�v�re�l at #he time �f �fna! inspe�tior�. �. �ir�al ins�e�tian ��alf k�� in coniormartc� wrth gener�! c�n�iti�n ik�m "��-5.'18 Fin�! I�spactEe�" af P�F�� � � ���I�RA� ��l+�DITI���, p- 48 �XCAVA►�'IO�V �1�Al� T�E�S 1. Ti7e �ante�c�or sl�all �e respansible fo� �alcin� measures to �ninirr�i�� dam�g� t� �r�e iimbs, tree tr�nks, anc# tr�� ra�#s �t eac� worFc sk�e. Ail ��c� me�su��s sE�ali �e aons€derad a� �r�cic�an#al woric �nc�uded an tl�� ���tract Unik Pric� bi� ��r a�p9icab3e pi�e or �#r�c�ure �ns�a�llation exr.��# for sfnort tun��l�ng�tree a�gering, �, �r�y �n� �U trees �oc�te� +�rithin kfi�e e��i�m�nt oper�t{ng ar�a a# each work si�a shakl, a�t t�v �ir��t�on of the �ngir�e�r, be prot�c�ed �y erecting a"�n�w fen�e" alang the dri� lin� ar ��ge o� t�e tree ��ot syst�m between tre� and ti�e �ans�r�ucti�n area. 3. �on#t�a�t�r shaN ins��ct each u+ork �ite in adva�a� an� arrarrge to have �nyr #ree �imb� �rrar��� �hat rt�igh� �� c�arr�a��d by aquf�rr�ee�t ��e�ation�, The �ng�neefi sC��ll t�� notified at Eeast �� h�o�rrs �rior t� an�+ tr�e trirr�rr�in� war}c, �10 trirr�ming v�rorf� wila b� �e�rr�]ttad w�t#�kn prwv�te praper#�r �+i�ho�ai written �ermi�sior� of �he �wnar. t rr��mz � �-2� PAf�T I� - �����A� �C��V�ITI�IV� �. h�ot�ing shall be store� o�rer t�� #ree r�at system w�tl7�r� �k�e cirip I�r�� �rea �f �ny #�ee. �. B�f�re �xcava#ro� �aff th� r�adwa�} wikhrn tk�� clri� line area of �ny #r�e, the ��r�h shall be �. At �esEgr�ated I�ca#�or�s showrt o� th� dr�wi���, th� "si��rt tu�r�e1" m�kf�ori �slrt� �I�ss �1 D,1. p�p� sFr�J� �e �tiafzed. 7. ��c�ept in areas w�ere clearing Es aalovu�d, all trees up to 8" in diame��r damagec# d�rirrg c�nstruct�or� s�all �e rer��ved an� t�p��c�cf wi�h �he same �yp� an�l �iaarr�at�r tr�e �i the cor�#�acto�s �x�en�e, 8. �ar�tr�a�#or s��l� e�n�1��r a q�aliF��d la�d�caper for �tl the w�rk r$quired for tree care �� ensur� uk�liza�Eon �f the b�s� agricultu�a� practic�e� and procedure�. 9. �f�ark t���elin� s�all cansist of p�w�r au�erir�g ar F�an�l �xca�ra�ior�. 7�e tu�nel c#iar�e#er sl�all ��t be lar��r t�an �-1!� tim�s th� outslcEe pipe dlamet�r. V��ds rema�nirrg aft�r p}pe ir�st�llation ��a�f ba �ress�r� �routed_ D- 4� ��N�RETE EN�{�SE�U1�N� O� SEINEF� �iP� #VC}T USED D- �0 �R.JAY DAM �lay dam c�nstn�c�ion sha�l be performed i�t ��car�anc� with the 1Nastewater ��ay Dam �or�s#ruc#i��, f�gure in tf�� Drawings in tl���� Spe�ifcstf�ns, a� lacatior�s ir�d�c�ted on t�e Drawir�gs or a� direct� �yr the �i#y_ �lay c#arns shali b� �e�ed ��to ur�t�ist�rbed soi� ta �rr��c� �r� €m�erv�ou� bare'rer #o r�d�ce �rou�dwater p�r�afa#io� #�rn�r�f� t�e pipe�ine t�nch, �o��str�cti�n rn�teeRaf sf��lf ��n��st �f c���npacted bentoe�Jte �lay �e �:�7 c�ncrete. Pa}rr��nt far �ork st�ch �� formir�9, �facing artd #7ni�hir�g sliarl E�e st�bsicfi�ry t� ti�e �ric� bi� f�r pi�� ir�s�ll�t��n. o- s� �x������'���r �xc��r�rr�r� ��#�o�.�) Th�e �a�tractar s���l �� respa�sible f�r veri�y�r�g #f�e focat�or�s of a11 axis�ing �ki�it�e� pri�r to c�nstruckian. f� �c��rdance with item D-�, At I�cations �cfent�fied �n tha d�au+ir�gs, c�r��ractnr sMa11 cor�d�ct ar� ex��o�a��ry �xcavati�� {D-H�le}, t� I�cate an� ve�kf� t�� lo�atEor� an� el�vatiar� of �he e�cisti�� unc��rgrou�d ��tility wY��re �! r�ay be an po�enti�l ��r�fli�k w�th a�rop�osed fa�iifk�+ alrgr�m�nt. T�� ex�lor�tory �xcavat��r� s�ai� #�� corrd�c#�� prtor #o �ons�ruction �� tF�e en�3re �roJ��� or�ly at I��ati�r�s der�oted or� t�� plar�s of as ctirected �y the �rr�ineer. ��r�t�a�to� shail s�,brnit a r���rt of �ir�din�s (includ�r�g s�rveyad el�uati�n� of e�cisting �anffi�t�rrg utfl�t�es) to th� ��kp �rl�r to #h� start of c�n�tru�t9on �f t�a enfir� p�oje�t, I� t�� ��ntract�r d$term,r��s an e�Fsting utii�ty Es ir� coe�flick wifh t�e �ropos��i f�crl�ty, t�� co�tfa�k�r sh�li �or�#�ct �he �ngine�r �mma�i�ately for a�prc�pr�ate �le��gn modifica�ions. Th�e �ar�tractor sh�il mal�e the nec�as�ry reparrs at f}�� �xplarat�ry ex�a�rati�r� ��-HaEe� #o o�ta�n � s��e �nd pro�er driv�r�g surface #o en�4�fie ihc� saf�t�+ of ih� gan�ral �ublic ar�d to rneet tk�e approva! o�th�r ��t� ��sp��t�r. T�e �o�rt�ackor shal� be fiabfe for an� a�nd all c�arnag�s ir��urred d�e to th�e e�cplo�atary ex���ratian {I��Hole}. Pay�me�r# shall n�t �e r�ade f�r vet,fi�ati�r� of ��cds#ing �ti�itt�s per it�m D4�, Pa�rm�r�t for exp�ar�toty �xc�va#ror� (p-#-�{ua�}, at loc�ti�ns �den#�fk�d �n the ��ans �r �s �irected b�r the En�i�eer, �hafl ir��f�de f��f �ornp�nsat�on €�r all rr�a#�f�a�s, ��cca+�ati�n, s�r�ace eeato�atPon, fie�ci � � r�a� ��-�0 P�F�� D - SP��i�L� �(��J��TI��I� sr�n+eys, a�d aEl incidentals nec�ss�ry fo �or�plete the �ar�, �halE be �he unit �ric.e �id. !�o �aym��# shaN be m�d$ f�r e�rp�oratory exc�v�tion(s} �v��u��ed aft�r c+or�struct�on has begun. � _ M �..,.., r�.�i- r.. �w.ti �k..�. .�.�.� ti�, i.1:.�..��. ��.., N�7 U�ED D- �� SPRfIVFCE.�NG �O�t D1��7 ��lVTR�L Air applica�le �ravisian� �f �tandard ��e�i#ic�ta�n� Item ���, ���arinklir�g f�r I]�sE �antrok" shall ap��y, How�vee, n� direct payrr�er�� +nr�Cl be rrtade #�r thi� i#err� and it shall be consi�lered to #I�E� c�ntr��t. D� �4 D�WATERIN� �`i�e �on#rac�or shaA be r�sp��rsi�f� �or c#e��rrnining �he methad of d�waEerin� aperatEon f�r the watar ar sewage #laws ftorrt th� ex��#ing mains and gr�ur�� watef. The �on#racl�r shafl be res�ons€bC� f�r r��irtage of any r�a���� tesultin� fra� the dev�rateri�g �p�ratior�s, The DIS�I-I�AR�� from any d�wa#�rir�g opere#�on s�all b� ca�ducted as approverl by th� �r�glnee�. Cr�ur�d water s�a�l! r�o� b� dischar�ed in#o san9tary s�wers. Dewatering shall �� cor�sidered as �n�ic��ntal �a a�o��#��ction and aEl c�sts ina�r�ed +��I! be can�idared #a be ir�clud�d in t�e �rajeck price, D- 6� TR�I�C�I �7���4VATION ON DE�P TI�E�I�#i�S �or�tractor �o �rev�r�� any w�#er fiow�ng ir�#� o�e�, t�ench d�rEng �ons#ruction. �on#ractor s�a11 r�o� �e�ve excav�ted tr�nct� ope� overni�i�t, �ontra��or s�a�i fill any �E�nch the sa�ne day of �x��vat�on. �lo �xtra �a�rr�e�t shall b� allow�cl F�r �his special �or�dit�or�, 1�- �� TRE� ARU�#�N� A_ ��F�I��hJ���: ��tiotlaf �fbOrEst AISSOCI�tl�l1's "Prur�ing �tanda�ds for �t��de Trees". �. R��T PRUNIh1� EC�U�€���h#T �. 1libra#�ry Knife �. lfermeer 11-1 ��0�� Root P�ur�er �, N�AT�IRAL €t����i��E� PR�TE�TIU�S �E�V�E 1, �i��i "T" =�ar sta�Ces, G fe�t I�r��. �. �moa#I� Norse-Wire: ��-'r� g�uge �rr�edium ga��e} or �� gau�e {hea�y gau�e�. 3. �urv��ror's Plastic �I�ggir�g: "Tundran w�ight, Ir��ern�tio�a� flu�rescent �range or red color. 4. �om�i�ation Fer�ce: �o�mercia��y rrtan�facture�l cornbirratian �oil separator #abri� on �ui�� r�resh ba�k�r�� a�� sF�ow� on #1�e Dra�vin�s. D. R�OT PRUNIl�� � ��r�+o� S�� � � ���� � � ���c���. �ar����«�s 1. �urv�y a�ad stake toca#ro�r of raot pr�r�ing �r�n�h�s as shown �r� dr�r,+ing�. �} � ji-ii`5i �I'�f+ ,.�.3i3�'f'45J1z'I .-I'Sr.i'1�wr� 15��1I�itifnr}�sa f'•}� I,.. .i f"I i+ * r111F111311 II�'! f1� ��' i�R(`��{"I" rlf.lY�'i �i7 �r�er �o r�irrimize da�na�a to tt�� �+nd€st�r��l r�at �ar�e. 3. Backfil� and c�mpa�# tl�� tr�r��F� imr����at�fy+ aFter tr���hFng, 4. Placs a�toot �r�de by �ir�cF� dee}� c�vef vf mul�h ov�r �he tr�r�ch as r�c�u�red ��r the �r�gfn��f_ �. Within �4 h�urs, prun� fl�sh with gr�u�d anr� b�c�cf�l� a�y ex�as�d roots rlue t� �or�stru�or� a�t�vit�, �av�t +rui�� uv�od chrps �f mul�� ir� or�fer t� equaR��e s�il ternperatute and m�r�irrtize water loes du� t� $vaporat��n. B. l.imEk anp gra�i�� warl� wit#�R� c�ns�rv�ti�n �rea�s to 3-lnch rr�aximurrM cut ar #ill, �i�h �� raot� pver 9-incf� diame��t b��r�g cut unless cu� by hand �r at�t by s�c�fie� me��o�s, eq���men# �nd �Eo#�ctian. E. N#U�.�HIi�C: A�ply �,inch�s to �4-inches �f wo�d �hPps #rom trfmm�ng or c�earin� �p�ra�iv� on ar�as de�i�rr�te�l �y #he �ng�r�eer, �, T�ee Pr�n�ng shall be �ans�d�rad su�sid�a�y �� th� proje�t �n�ra�# price. Q� 57 TR�E R�ll��llA� Trees to #a� removed ���il �� r�m�ved �s�r�g ��plicabf� m�th��s, ��cfudrng stump and ro�k bafl rem�v��, loacfing, ha�,l�r�� ar�d du�rrping. �x#�a cautior� s�aH be �aken to nat c�isru�k exls��ng utiikties ba4h o�erhead ��d buRecl. The �on#rac#or shall Fmmediat�l�+ re�air or repla��e ar�y �amage #a u#iiitie� a�d private �ro���ty Incl�ding, iaut not �Mm��ed to, �nra�er and sew�t servi��s, �aver��n#, #�r�ces, wallsF $}}fEll�(��I" S'jfi5��f11 �71�1�7�, etc., at rro cast to t�e Owner. 1��1 �ost� f�r tre� r�moval. incfuding ��m��rary s�,rvEce �o�ts, s��fl be �onsidered �u+�sJd�ary ta the pro��ct �ontr�ct �rica ar�d rro adc�iti�or�al payrr�errt v�+�ll be �Ilowed, b- �8 TE�T FiOI,E� The e�a#�er �f s�bs+�rfa�� ex��arati�r� t� a�certa�n th� n�ture �f i�e s�ils, in�l�dir�g the amount of rock, if �ny�, throu�h whrcf-r #hts �rpeline fnskallatlan i� �o i�e rr�a�e i� tt�� r�spor�sibility of �n�r ar�d all �rospect�ve bidder�� and a+�y bitid�r on this pr��ect sh�i� �u�m�t his bid unafer thi� c�nditian_ Wheth�r �ro�pective bfdct�rs p�r�orfn tE�is subsurta�e �xplar�tfon ]ointlp ar ir��epertd�nt�y, a�d wh�ther #�rey� malce suc� d�te�mie�ati�n ��r t�e use oP tes� F�o�es ar othar mear�s, sha�l! be left ta t�� d�s����iorr of su�h pr�spe�tJve bidclers. If tesE b�rrngs F�ave beerr rnade a�r�� are provide� f�r bid�ler's ir�formati�n, at tl�e Co�at�or�s s#�own a� the Cogs o� �ofings ir� th�e ���endix af ti�ls speci�ca�€ort, i# is �x�ar�ssfy+ de��ared tl�at nefkt�e� ti�� �i��y n�r #h� �ngin��r �uarantees �F�e acc�ra�y ��r th� ir���rrnatf�r� ar t��# #he material encoe��r��recc fn excsv�t��ns €s the sa�ne� eFtf��r in characker, locatao�, or eievatian, �s �hown ar� #l�� #�oring Eo�s. It shal� b� t#�� re�p�nsib�lity �f tJ�e bicfder t� ma�Ce s�tc#� �u�st�rFace inves#i�atior��, as �� d��ms r�e��ssary #o de�e�min� the na�t+a�e �f t#�e mat����l to b� e�cca��+ate�l, T�e ��ntr�ctor assumes al� r���or�slbi�li�r f�r Mr�t�r�r�#�t�o� ot ti��s� re�ord� anc� for m�kMr�� and mainta�r�ing �h� ��qu�r�� �xc�vat��n aracf of dofr�� o##�e� v�rark aff�cted by the geology �f the stt�. l`�e cosk af ail ro�� rerr7aval and othe� assaci�#��i appu�-t�r�ances, if r�quirer}, �hatl b� �r���uded in #�e ilr�ear �aot b�€! price of #he pi��. . f rrrs�a2 ��-3� � ���� � - �����I��. ���������� D� �9 I�U8L1� �I�TIF��ATI�I� RRi�R TQ B���N�f�h�� ��hl��'#�U�Tf��i AND hfDTIF���4Tl�h! DF "��MPORA�tY iNA�`�F� ��Rlfl�� �NTERE�UPTI��1 DURfI+i� � � ,_._. „.�. �f0� US�C� Q-BO T#��►Ffl� BU�T�N� N�1` USED D� 6� SA1�F7A�tY S�W�� SER1��C� �L�l��i�k7'�S �i�T U�ED D- fi� T�MP�RARY P�4V�MElJT R��A�R hl�T U$�D C?� � �Of��1`��.1�'tI�N �i'�CE� Tk�e ��ly, tfn��ugY� its �urv��+or �� �g��t, +�ifl �rovi�i� #a #k�e �or�trac1of c�ns#rr�ction sta4ces or ott�er �us#orr�ar� me#h�d of rr�ark�n�s as m�y foe �ourrd c�nsis�ar�t witf� pTof�ssionai �racti�e, �stab4Es�+i�� R��e snd g�2�d�s #�� ro�tlw�y �nti �t�Gft}� cos�st�u�#it�n, �n+� ce�t�rlines an�J benc4�ma��Cs fo� br�d��w�r�. 7��se sta4ces sha�i be s�t s�i�ici�n���+ �n �dvar�ce ta avo�d dela�y whe�ev�r �ra�tica�, �n� sek �f s#a��s �fnall be se� for �il uti�'t#y canstr�ction �uvat�er, san�tary s�wer, d�air�aga etc,�. ar�d �ne aet of excav�tianlor stabEliz�#{o� stak�s, �nd o�e s�t af stakes fo� curb and gut#erlor paving. It sF�a�ft �e t#�e sole res�onsi��iily o# ti�e ��ntrac#�r �a pr�serve, rnalr��ai�, tr�nsfer, et�, r all skake� �urr�is��d untif �om�let��n af t#�e �onstruct��n phas� o# tha pr�ject for w#�ich t��y w�re �urn�sh�d_ If the �it�+ or iks ager�t deterrt�in�s tha� a suffEc�er�t �u�l�er of stak�� o� marltin�s prov��e� �� th�� �wt�r, �ave be�r� tost, des#royed. oe c#�s#urfaed, to �rever�t Ih� �r��e� pros�c�#iar� ar�d cor�#rot �� tY�e �uark c�ntracted for in th� �antra�t Do��rn�r�is, �t shall be #�e �antractor's respor�stb�Mity, ak th� �or�kra��#ar's sole �x��nse, t� ��v� s��k� �#ak�s re�Eaced �+ an indrva�ual re�i�t�red i��r k�e �exas 8�a�d o# Professi�r�a� �anci �urv�por as ���gistered Land �ur�eyor. N� �lairns far de�a� due to �2���C 0� E��}i���l�"1��1�, �� CQI1S�fU��10f'1 St�4��S Vil1�� b6 2CC��}��1�, and tyrne wi�l �or�#tr�ue t� b� �h�rged in accafd�nce w��h the �a�trac# �ocumer�t�. D- 64 �#�S�ME44�� Ah1D PERNS�T� Th� pe�orrraance �f t�is �or�tra�t re�uires certain t�rr7p�rary c�r�structionr right-o#-�r�try agreernen�s� anc�o� perm�t� io perf�rm work on priva�e }�ro�e�t�- 3h� �i#�r has att�rm�tec# to o�taa� tf�� #ernp�or��y con�#ructi�n ancilor �i�h#�of4�ntry agreements f�r p�op�rEie� wher� con�#sucti�n acti��ty �s r��cess�ry �n �i#y av�r�et� �ac51Et��s, such �� �ev�rer 4wnes or rxrar��ofes. �o� Cocat{ons wh�re th� �i�y was �n�bte #v o�ta�n the ea�em�nt or right�a�Yer�t�y, it ��a�i be ##�e �on#rac#�r's res���tsl�ii�t� t� �t�tain the agre�rttient �ri�r t� be�ir�nir�g work or� aub���t properly. This �#�aIJ b� su�sidaa��y t� the ���t�act, Tk�e agreemer�ts, �[�fch tt�e ��ty has a�tained, are avaifa�#�Ee t� the ��nt�act�r for r��ri�w �y conta�ti�g t�a paan� ���i� at the Depar#ment o� EngirteefRng, �ii� �f ��rt 1+1�orth. Also, it sMai� �� the res�o�r�sib�litp �f tY�e �ontra�tor t� v�#ain wr�tkan permissfo� lror� pro���y a�+nees #a pe�#c�rr� such wor�C as ��eanout rapa€r arrd sevuer �ervic� rep�acarr�er�t on p�ivat� �ro�ert�, �on��ac�or sh�lf �clh�r� ti� all re��i�errt�r��s of Paragra�h �C-�.�� of t�e �eneraf �onttact D��urr��n#s. Tk�� �orttractor's ette�tion f� ciir�ct�d ta �r��oz ��-�� - — - - P�I��' � - �I���i�� ��I���TI�IV� #�� agream�nt terrrr� along with any spec�a� c�nd'rti�ns �C�at �may have b�e� im�o��d �t� ti��se agreeme�ts. b� ��� proper�� owners. ��r � � � , , t � � , , . . c�n�itiori or �etter. �n �vertt a�fd�ti�n�i wark rooTn is r�q�i�� by ti�e ��ntt'�cto�, it shall �� �he ��r�tra�t�r's r�sponsib��i�y to o#�t�wn wr€tt�r� perm�ss��n frorr� the �ropsrty owners �r�v�l►r�d far ##�e use oi ad�l�t�orr�l pro�erty res���re�1. �E� acidJti�nak payrrxen# w��i be a��awed fo� thts item. 1`�e �lty has vb#ained th� nece�sary dacu�entation for raafraad ���I�r t�ighway perrr�its r�quirad for cor�s#ructior� of �hRs pr�j�ct. The �ontra�tor �haU be r�sp�n�i�E� f�r comp�y�ng wt�h �II provisior�s of s�,ch ��rm�ks: incfucfi�rg ot�#a�nin� #�$ ��qt�is�t� i�s�rar���, an� sh�l� �ay any ar�€i al! �os�� as�aci�ted wJth ar r�q�ired by t�� p��rr�it{sy, I! €s #i�� ��nir�c�n�'s responsibiiity ta prov�cfe the re���ir�d #iag��� andl�r �rovide pa�m�r�t to �he a��p��pria#e r�ilr�ac�l���r�cy for ail f�agmen dufing cans#r�act��n rn r�ilroarllager��y n�ht��f�wap. �r�y and �II ca��s �ss�c��#ed witi� c�mplian�� w+�h ���rr�i��{�) ir���u�ir�g �aa�rn�r�t fo� �lagme� sha��l �e su�s€d�ary to ##�e �r��e�� prfr�e. No additionaR pay�n�nk will �� alGowed �or thi� �tem. ��$'� Pi�E-�OI��TRU�Tf��l hf�I�HS�RH�OD IUIE�T�i+l� A�Eer ti�e �r�-c�nstr�,�tion confer�n�e has b���r h�id bt�l b�fore construction is allowe�i t� �iegin or� #t�is pr�j�ct a pub�ic me�ting +rvill be ��Icf at a I�c�#ian #o be ��te�mine�l �y the �r�gineer. T�e ��r��ra�t�r, �ns��c#o�, �nd �ro���� rna�ag�r sh��l fne�t wath �I� affected r�s��e�ts ��d pr�sent tF�� projs�t�d s�i��cl�l�, incic�dirr� cor�str�c�i�n start da�e, an� an�w�� �ny �onstr�ctiofl re�at�d ��ast�ans. �very �f�aet wi�l b� made to �ch�du�e the ��i�h�af��ad �ne��Gng wi�hir� tE�� tw� wee�s fo�law�ng lt�a �te-�onstfuctio� cor�fer�r�c� but in �o �a�� w�IJ con��ruation [�e �Il�wed #o begin ur�tiE this rr�e���ng is held. D�BB 1NA�E RAT�S 7`he labor cfassi�Ecati�r�s and rnfnimurr� wa�� rate� set forth herei� ha�� b�e�n pred�#erm€n�d by the �ity �o�ncii of tF�� �ftyr of �or� I+Vorth�, �e�cas, fn ac�or�ance �ritl� �#�t+�t�ry r�quir�mer�ts, as b�ing the pr�va�lirrg ciass����t�o�,s ��d ra�tes th�at �hall g�ve{r� ar� all work poefarm�d b�r the ��rrt�actor ar any S�bcon#ra�tar �n t�e s�t� of tl�e praje�t covere# b� th�se �or�tract �o�u�n�nts. �� n� e�rer�t si�aU less than the fol�owir�g ra#es o� �rag�s be �ai�. (Attache�d) 14l9�2 � ���34 - - - � PA�i I� - �i�����1L ���D1T��I�� , � - �- � _�. , , � � . . . _ __ �, _ , � {To bo prFntad un �ontrnckar's L�tterhar�d) Y3uto• � l}�� 1+1a: � P1��.�C'I` i`��►14�fE: - Iw'i��5�� L�CAT�OIri: �Y�1`Y'S �F CE)i�f�'�'.: E�tim�ted I}ur.atiuo �f �o�#�uct�oa oa yuu� $#�-a�t : } dRys '�'HI� �� '�`� X�I�'�RIYI ��U T��.A'�' �T�T,D�1� A���I'T�tAC'�' WYT�I T'� ��'Ti"Y �p' ���'�' '�l��T$, �� ���4'�,�,A1�TY W�Y.Y� �'.��H�LLITAT� • SE�?4��� �riv�S ��v Q� ��ir�a �Qxr� �R���R�`�r. c�n����rc�x�€o��r w�.�. ����r ���a��►�r��x ,s�v��v ���s - r � �'1��iV,� `I'�� �?Ai'Y"� �F T'HI$ ri�'�'��E. ��' ���`1 ��A�L ��IESTI��JS A.�O�J'�` ACCES�, S�['T_TI��TY, SA�'�"�"� �R �N"�' �TI�E� �SS�TF, P�i�£+ A�� ��i��: � M1'. <C�I�1'Y'1��4C'�'O�'8 SUPLr�II�T'i'EiVll�l�� AT �I'ELF.PH�I�IE �i�s �R 11�I1". �C�'Y'Y Yi��P,Mw�'�'DR� A'�' �I`��.E���1`+1� IY� � - AF'�'EIt �:�D �1V� �l� D1�I �Y���EI���, �L��►�� �A,�.� $71-7�7� ,��„�,�S'�' ,��'EP T'�5TI�5' F'L �*�'.,l� f��4 N� � ifi'J��'N i�D �T GA��., �?���4� ���3'� — — ��4�� � ; ����i��.. �Qi�������� ��TY �F FO�T UV��:TF� H1GHV11F�Y ��fVSTRUCT[�N PR�IIAILfI�� W�4�� RATE F��t 2�0� ��,.���IF��ATt�N Asph�Ek f�aker f�s�haEk �fi�oveier Batct��r�g F'I�n� 1+Veigher ��r�ent�r �f��ugly� �o�cre#e �lnishar-Pavi�� �oncr�#e �ln�sher �l��per {Pav�r�g� �on�re�e �inish�r-�t�'►rc#u�es �lagger �orm 6uiCder-�tfuc�ures For� �etter-I�a�rRng & �urbs �orm �e�t�r-�tr�ct�res Labare�-�omrr�on ta��re��Utili�y M�cha�Gc �ervic�r Pipe L��rer �i�e ��y�r k-lelper A�pF��l� D�stribu#�f �p�r�t�r As�h�aft ��v�ng Ma�i�ine Qperator Concre�� �avir�g Saw �rane, ��ams�,�ll. �a�c����, �errick, f]ragfine, �hov�� �� ��an�, �lamst�ell, 8ac�choe, De�rick, Drag�ina, S�ov�r {� �rant ��+� �.oa�ler �� 11� �1l � les�� Fron# ��� l�varl�� {ov�r � 1J� ��� h+�iifing Machir�e ��srator lV�ix�r �Ilata�r �rad��' Dp�rat�r {F�ne ��ade� N!�#or �rade� �pera#or Paverr7e�t fU�ar���g I����ine F2aller, �te�l Wh�el Plant-�ix �av�rrr�r�is f�ofl�r. �#eel VVh�e� �ther �tatw��el or �am�ain� Ro�E�r, f���uma#i�, �el� Pro�e���d ��raper Tr�v�lira� Mix�r Rein�orc�r�g �tee� �etter (Paving) Truc4c Driver-�ir��ta Axle {�.ag�#� Tr�,c�c DTiver�T�nd�rr3 �xl� �e�r1i-Traifer Trt�c�c D�iv�r-L.�wb�ylFio�t T�uc#t DriveT-T�ansit k�ix Tr�rclt f�r�ive�-Winch �12 CY} "!l� CY� H�U#�LY RA7� �1Q.�3� $9.�� �9.6� $ � �.64 $10,#� $�J,7� ���,44 $7.�� 9�'! �.�+4 �1�.�� �9_7'� $7_�4 �8. f�4 �13,�� �'i0.1� �7.35 �8,�� �'I 1.�4� $� 1.09 $�0,53 $'� Q_�0 � 1 'I .5� ��.94 $�.�� $�.0� ��'f _0� $�2,�1 ��3.T� $91.00 �9,88 $i�.�f2 �8.0� $'I �, 00 �8,7� ��,�0 $ � 0,22 �'! 0.54 �'I �.�3 $9.80 � f��5�o� � 5�-36 i T � � ■ � �� ■ � ■ 1 j t F d� :� ��#I�T �1� 1�1E�DI�I��AL ��E�l�� ���1��1"���� �� � ��4Ftfi C1A � Ai�D�I"IE�NAL �F�E�1�4L ��1V�1TI��1� DA-� �A4� ._,. �A.-� � �}A-T DA��B bAm9 L1A-'! � DA�11 DA-1 � DA-� � DA-14 DR-1 � �1�4-'� � D151-9 7 �Aw 1 � �A�99 �A-�4 DA-� 1_ DA-�� DA��3 Dl�-�4 IJ�"L� DA-26 DA-2� D��2� DAY29 DA-� 0 �� ��-�� ��-� � DA1�� � D�1-�� DA-36 [�A-.37 DA-38 DA-3� �}A-4� D�l�� 1 C3A-4� �� DA-A-�4 �A-4 � E����B ��4�� �A��� �Fl-� 9 DA-� � DA-5 � DA�52 PIPE�IfV� ��F-lA�ILITP�TI��1 �UR�D-1�,1-�k��� f�l1�� .................................................4 �IPE �fV�Af����u"�ENT �Y�T�M ...................................................................................4 _ . t , .���_. , ,� ,_v . v, ,,.. . „ ,- � ......................... ............... ...... .............. ..�-•-•-�•--�--._._,.__,...... . �� �LIP�.Ihll�l� ................................................................................................... ...............4 P€P� If�#��AL�ED Bl' L�T�I�I� Yf`HAN �PEN ��T .........................................................� �'YP� Q� �ASIi�� PIP� ................................................................ ...............................� �E�VI�� LII�C ��1NT R�P�iFt 1 ����hi�l�T R�PA�R ................................................8 PR�TE�TIIl� N1P�NHOL� ��ATIf�� F�R ��RR�Sa[�EV PRC�TE�7i0h1 .....................8 --- hr�Ah1H£3L� R�F�IA��k.ITA�'f�hf .................................••--•--.,_.....__...............,..,...,.......,.,..'10 �U�F��E Pk�PAi�TI�N �OR NaA�H�L� REH►�BI�IiATI��,l .................................�0 1�17E�1�F2 N�ACVFiC�L� ��ATIfV� � MI�F���I�.��I�TE f�+f0���1R �1'�TENx ..................'I� I�VTER��� �4+iAN�-k�LF ���"�iEV� - �IfAD�X �Y�T�Iu� ............................................._,10 Ii�T����R A+�A�IE��LE ��AT�N� - SPF�AY W�L� �Y�7�h,+1 ....................................... �0 I1VTE�t��R �lAf�lF-E��E �OATE�J� - RAV�N Llh11k�� �1'�TE� .....................................1 � _. IG+IT�RIOR �u3Ah1HQL� ���4TI�iG; F'ERf4iA�A�T �'I�TE� 1IVITH �PbX`�* Llh1ER..,..�6 [EVTERI�R ��1�VHOL.� ��ATIN���TR��1���E�4L-�1��TEM ......................................16 �E��€] FEB�Ft�LA�� tlVIAh�HO�� Llhl�RS ...................................................................'16 — .. _. . _ �V� �i�IED ��N���7E WAE.� ���Ohls7����r��i ................................................1� �R���URE �R�U7f�1� ........ ....... . ...... .. . . ................................................. . . . . .16 �IA�UUM T��T�N� OF R�I�IABIL17I�lT�D hA�PJFi�L�� .............................................. �8 FiB�R�lASS M,+�NHOLE� ...................................:...................................................... � � L���1TI�1� A1�E#� �}C���URE �� fNf1�lk-l�LE� AI�D WqT�R VALV�� ......................16 R�I'LA��M�NT �� ��N�R�T� ��.1RB AP1D �1.k7�"�E� .............................................16 f'ti����LIVL�IY� �F �'F 4J�J1'�LrR� 1� Wf�l W�YV� 1� ....................�..+..+..,......+.,+.,,.. ....... �1� R�P�.A��[1�Ef�T OF H.M�A_�. �l�V��A�N�' A�1R S�S� .............................................. �7 �RAf]�D �]�1.1�H�D �T��IE� .................................................................................... 7 7 1+V���E iUI�tLI�J� �"' 7� �" D�PTH �.�' 1IVIDE ............................................................'1� Bl.fi�.��l1�T� - f1+ii���l� ..............................................................................................'f7 �" F�_�1+1.A_�_ �URF��� �C}UR�E (TYPE "�" NEI?C� ......................................................17 ����c.�nrr�rvr �� �r�� ��r�����r� v�t��� ���fi�� ............................................. �� _ --- --- �w �r�� ������r� �r����� �urr�� ..................................................................... �� �.. _._.._. N��+114" �TA�JDA�D 1+�1F-IEE��HA�F�.RAfu4P ................................................................ �7 �" PA1�EN1EhlT PUL�l�R1.7.A�€ON ..................................................... .. . ....................'i7 .. . . R�I�f��R��D �O[V�RET� ��V�I�EN�` �F2 �A�� �UTILITI' �UT} ........................... �� I��I��D PA1lE�u1�N� MAF�4CEf�� .................................................................................17 ----- � P��'�NTIA�LY P�1"I��L�UQ�+S ��fVTA�VIINAT�� k�A�`EF�IAL F�3Afi�E�Ll�,k� ...................17 L0�1DIN�. iRA�1�P�f�TA71�1�, AN�i DE�P�SJ�1L �F �OfV�Al1+lI{V�TE� �OIL..........�'I RO�E{ Rf�FiAP -�R�UT - �ILTER �ASF�E� ...............................................................�2 �C7N�RE7� RIPFtAP__„ .. .... ......................................................... .......................... .�� �ON�R�T� �YLINDE� PIP� f�i��i FI1���l�S ................................ .... . .. .. . ..... . ...�8 ��N�RET� �Plf�� FI'�fIN�� f��� SPE��A�� .................................+........................,.�7 U�1�l�1��IF€ED ��"f�E��` ���AVATI��V ..............................•---._................................�7 F" PE€�FOF�ATED PkPE �f.1��RAfN,.,.,._,.,� .................................................................�7 R�PLA��iV�E�iT �F 4" ������i� �1D�WA�I�� ......................................................�7 RE��f�.+�fu1E���1� �EQU�hI�� OF ���t�TRU�TI�hl ................................................�7 Pl��1��+1��T R�P}�IR I�f PARKCN� AI�EA ................................................................. .�7 EAS�fl��4�T� AND P�RN11T� ................................................................................. . ..�7 �II�E-�WAY ���l�I��M�h,ir� ......................................................... . . . .. . .. ....... .. .�7 ���1�F�ET� �fV�l���M�hlT ........................................................ ............................�7 �C�hlh1��TI��V 7� ����TIN� �T��.I�TUR�� ............................................................�8 Yf`�.1R8� N1E1'EI� WIiH VA�.J�TA�1D BYPA�� I���`�1�LA"i`I�hl ...................................�8 ���� �iSC-1 ���� ��a - �����t���� ������� ����i�«�� ��Y�� DA�S� DA-5� DA�5i aA,�58 DA�:9 D��60 �]A���1 �A-�� DA-fi3 �A-G4 �A�GS D�l-�� DA-67 D��68 �A�G9 �A-70 �f�-7�1 �A—�� DA�73 Dlo4-7� DA�7' S DA�7� DA-77 I�A-78 DA�79 DA-8� DAm81 DA��2 DA-8� DA�-8� DA-85 DA,=„�6 DA487 D!�-8� �A-8S DA��� D�-�'f DA�-9 � D_ �l-9� DA-94 �A-9� D�1-9� DAY97 D�-98 DA��3 I�A� 1 �0 I�A-��� D,4-�I �� ���� ���� �.��� r��T�������, ..... ... . ... .. .. ... ....................... ..... . . .. . ........�� 1NA7ER �A�u1€'�� �T�TIDA,i .... .. ... . . ... .. ............ ... ............ ..... . ..........................�8 .. , — . , . -, . . , . . --. . . _ , . . . . _.�.� .... . ..................... .... ... ......... .................. .. ., , ,. �HOP DRAININ�� ......................................................................................................�$ �Q��' BR�AKDQW�! .................................,..,.....,..........................,..,.,,............., ......,29 �T�hlDA�RD �TR�E� �P��IF€�ATI�iV� k-f,fu�.A_�_ D1���2LA1* ...................................�9 H.M,A_�_ Nt0�2E T���A�_� IN�H�S QEEP ..... ..... .. ......................... ..... . ..... ... ... .�9 A�I'HAL�T` DR�V�V1fA�l REPA1f� .. ........... .. ... .. . . ... .... .................. . . .. . . ..... . ....�9 T�� ��I� ....................... . . .... . ... .. .. . .... . .......... .. .. . .... ... .................................�9 ... .. . . ... .. . _ .. . . 1��l��ER �IET�R Af�Q �1�T�F2 ��� I�EL.O��T1�N I�txlL�ADJU�i"Nl�hl"� ...................�+� BIQGtUA1�TITE�� ........................................................................................................�0 Vtif�RK I� Hl�H3lVl�lf FtI�H� �� UVAY . ............................................................. .......�(� �F���h�ED L�M��TON� ��1��.�-�A��� .......................................................... ..... ......�0 --- . . �PTi�N T� �E{�EW .................................................••---...._..............,...............,...._._..�� ��f���?C�LU�l1l� ���1TRA�T ...................................................................................3� �����TF VALLEY �UT�fER ...................................................................................�'� TRAF�I� B�JTTO�� .... . .......................................................................... .. ........ . .. .3'k �l�VEA+1EI�i� �TRIPaEV� .. .. .. . . ... ... .......... .... .. . . ............ .. . . ... .. . . ........... ... ..3� F-E.�I,A.�. T��TI�i� #'i���EDIlR�� ............................................................................�'i �P��IFI�AT���t F�EFE�EN��� ...............................................................:................'�'3 I���.��AT10N OF �PRIIV�C.!_F_.R �Y�T�� BA�� FL_�1N PR�11��TERf�O�#TR�I� _ VA�.1IE A�11� 6�� ........................................................................................................3'f �.,Sl�fi�iVi-��AT�.t� G►��'� VA�V�� ......................................................._..........._.,....�� Ei+IIER�EN�Y �I�U�1TI�[�, J�B f�O�lE—�N,..,..--•--• .....................................................3� 1 ��" 8� �'" ��PPER �ER1fI�E� ...................................................................................3� S��P� �F W�FtK {�TIL. �U7`},..,..,..... .............................,.......................,................32 ��1�,ITRA��OR'S RE�P�l��IB��T�! �UTIL. ���� ............................................... .......�� ��i+�TRA�� TIME fUYli._ ��T�• .................................•----•,..,..............._...................,...3� R�C}i.1CF���7 �C�EIN F'�R��h�f�E� 8� EQUIPll+1��1X fI.�TIL. �L�T} ..................................3� TII�� qL�O1N�� FOR UTII.ITY �LlT� [UTI�.. �l,�T) ....................................................�� �IC�UIL3ATED DAMA�E� �U`Cl�, �UT� ....... .. ... . ...................... . . ..... ... ... . . ......�� PA1�€N� I��PAfI� �I��E� fUTIL, �U7} .......................................................................3� J1���J�W �A�4��1�� {�TIL, �UTI ................................................................................�2 �LFAN—UP (t�TIL, �U7`,� .. ..... .... .. .................. ..... .......................................... . ......�9 Pi����l�1`Y_A����S �€.�TI�. �iJT�,, . ...................... ..... . .. ... ... ........................ ......�3 — ._ -- - -- . . .. .. . . . �k.�B�l��l�N �� �ID� (U"1'�L, �Ll� ...........................................................................�� �1"A�IDARD BA�� R��AIf� ��lR �f�iT � {�.iTll�. �UT1 .................................................�J — — — ��h1�R�TE BA�� RE�AIR FO�_UIViT II & Uh11T tl]_�UTC�.. �U�� ................•—•---.-,_..,..33 2" T� 9" H.�Ii,AI,�, PA�1�MEh�T {U`�l�. �U�} ...............................................................3� F�DJU�T 1NAT�1� 1f��11E ��X��. 11AANH�LE�. A�1D 1l�IUl.'f`� fUTIL, ��l�`� .............�3 1�1��If�7'�PJ�,�1�� B�{VD �UT��, �1.�71 ...........................................................................3� B�tI��C P�V�lU1�iJT fUTfL_ C�T� ...... ... . ........ ..........................................................�'� �IME �T�BILI��D �UB�R,��E �UTIL, �UT] ..............................................................�� ��M�iV�' �`Y'��IL���D �4�8�l�D� fUTIE._ �UT� .......................................................3�4 FtEP��R �� Si�i�fVi DR�I�l1 ��`RI.a�Tl.1F��� �UT�L. �ll71 .........................................34 "G�lJC�Ky�E7" ��fV�RE�'� fUiiL. �UT1 ......................................................................3� UT[�,iTY �U.IU�T��NT (k�TJI�, �UTI ..........................................................................34 STANDARD �O��R�T��DEWA��C A�D W�E�L�k�AIR R_,.,��P� (l.1Tl�, �U�,,.....�4 LI�IT� Q� ���1�R�T� PA1l�h+lEhdT RE�AI#� (l�_TIL. �_L1T� ....................................��4 ��C�����'E �L.�R� A�D �U�f�R fUTI�. �U�'] ......................................................3� PAl�fu1�C�T {l.l�'li.. �1.1T� ...........................................................................................34 ! QI��11wp2 A�� -� ���� �� - �����ior��t� ���c��� �or�a��r���� � �� ,� � � � ��a-� �� DA�'� 04 I�A-1 Q�6 �Al� � �7 C7A-1 �� DA� 108 DA-1 � 0 DA-111 DA-�_.�.� DA-� �3 _� � � ���� o����.�s r��s�. �x�.� . . ................... . .. ....................... ............... . . .............. .�� ���1�TRU�TRO�V �.CMITI�TI�1V� �MI��_ E�7.� .......................................................3d - _ . . . . , , -, , , .__ � .. . , , , :_ , -, , , ., . .-�_.. � . . . . ...... ... . . ............... ...........��� B€D QI�AiV71���� �MI��, EXT,� ...............................................................................35 L1FE �� ��?JTRA�T �A+1���. ��T.} .........................................................................�5 D�T�Ftf+hll�ATIQN A�,1� IN171�T�D�1 �� W�R�t (P.+IaS�. �EPL.� .............................�� V�fOi�bC �RD�R �OMP��T��� �`l�1JE �f�1S�. R�PL_� ..............................................�� lUJ�1l� EN �HAR�E� {�lS�. f��PL,1 .......................................................................�8 PR�,���T �l�l�� �Cti+lIS�. f��PL.,} ......................... ................... ................... ..........�8 LfQ�JI�AT�D Dl�Ih+ll•M��� �h+11��. �EPL,�,.. ..............................................................38 '1`f���1�Fi �AFETY �`l�T�fU� DE�l�1� ��11��_ R�PL.} .............................................38 II'�'�' I'��'�I�lI��IIIIllIlI�T1TilI'���-1''I�IT�IIIIIl T •,.� � , � � I � � ilil� � �� � I' 1 I����� ���,,��� T�� �� ��� _� � � T � ' � I� �� ����� I P�#�F ��1- �4D��TI�I�I�IL �P��1�L �C��1��T���l� DA-7 AW�R� �� �ONTR�4�T ��� �R0,3E�T� WITH MULTIPLE UNIT� �A-� PrPELIN� F��HA�Bl�IT�TI�N �llFtED-I�I-PLA�E P1P� N�T I��ED E�A-3 P�PE E#�1.�4#t�El�lEI�T �Y�TEM {V�T U��D D�1-�# F�LD �NR F�€�M Pl�� NO� US�D �}A-� �I�IPLININ� r��r u��� �A-B PiPE IN�T�4LLEb Blf �TH�R THA�1 ���N �UT ►�. ��N�I�AL; 1. ��r�ish rr��ferials an� necessary a�cessories, wi#h strer�gth�, tt�ick�ess, co�ting�,, a�d f�xtings ind�c�ked, spe�ified a�d�or r��c�ssary #o ��mpaete !�e work. �. AI! exc�v2�tion si�a�r }�rovide �trt o�en area �onfortt�in� to th� �u��i�e diarr��ter �f #h� �asrng an�ilar carrEer ca�r�fuEf. ihe e�c2��ratior� shall be t� �n �li�nmer�i and grada wC�i�� �ill aCEaw t#�a �arri�r conduit to be instaEled tv prap�r �in� an� �ra�e �s s�ovur� or� the Pfans ��rd a� establish�d ir� �he �p�cificat�ar�s. 3. V�l��}� s}�all b� perfartne� 9n ac��rdance w�th t�e re�utrem�nts a� �he �ify �F Fort �l�fo�#h Water D��a�km�nt. the Texa� Dopa�Em�r�t �� Tt��nspar�a��o�, or railroac� cornpar�y, �� a�pi€�a��e. B. �1JA7��IA��: 'I. ��s�ng pipe: �asing pip� sF�all b� ste�l �o�f�m-��r�� to A1VS1 83�,1� and ths folao+���g: �, �i�l� �trer��th�: ��,O�Q p�i minim�m. �a, 1�1��lI th�cl���ss: �,3i� in. mfn����m (�,� for raifroad �r�ssJngs}. c, Diamet�r: As shawn on the c�r�wings (min�mu� si�e requlrements�. d. .�oEni�: �c�nfir�tiau� �irc�,rrtf�t�nt��,l w�l�i in �cc�rcla��e wi�h A1NS D'I.'I. �. �arri�r i�Ep� in �a�s�r��: �arrfer }��pe s�a�l be a� sl�ovur� on drawings end as s�e��Fi�d in th� �eneral �ontr��t Dacuments. - rpr�2 AS C � ��4��" E��4 , �►DD�Tl�NAL �P���A�, ��I�1L}IT���1S �. �ewer Pi�e +���fnout �a�€n� Pi�e: �h�ll be minimum �la�s 5'k dwctile iron pi�e, o� .,,. ..� ;��, ..,... .,�; �,��, r..�,. , 4. �r�ut� �ro�� sMall be Par#lae�d ��ment grout of rr3in. 2��� psi co��ressive st��n�#h at �B da�s, �r�p�rt�or�eci not le�s than 1�u. ft, of cemer�t #0 9�u. ft. of fine sand with suffici�t�t w�ter ac#de�i #v prorrlde a f��e f��wi�g ihick sl�rrr}r. �. �}CE�IJTI�N �. Where �ewc�r �Ep� as r�q�ir�d ta be f�st�l�ecf under raiEroad ernbankrr��nks ar und$� higl�v�ay�, s#r�ets �r c�t#�er facili#ies �n ath�r than ape� �ut, �o�stru�tion shall �ae p�rfarmec� ir� sr�cfn a mat�ner s� as t� n�t interf�re vuith th� op�ratEon of tF�e r�ilroad, st�eet, highwa�, o� ath�r facilwt�, a�d s� a� r�ot #o weak�r� or damag� ar�y er��ankment or s#ructure. Du�ing cor�stn�ction operatians, barric�d�s and 1i�hks to safe�uarc� #ra�fic and pe�eatr�ans si�all be furnished and rnair�ta�ned, un#�l suc#� time a� #he backfill has beer� completetV anc# then shall ba �err�ov�d fram kh� si��. �, ��#s a�d l`r�r�cfnes: a. If #i�e gracke �f the pipe at the �nd is bel�w �k�e g��und sur€ac�, s�+ft�ble pits ar trencC�es �hal� b� excav�t�d for ti�e p�r�osa of cand���king t�� }a�king or tur�n�ling operakior�s and for �lacing enc� joints af the pipe. Whereve� e�d �re�t�#�es ara �Ut in the si�es of t�e err���n�Crr�er�t or be}+or�d it� such work sh�ll t� sh��ted secuFely �e�d braced €n a�anr��� to pr�venf e�wr#� frarr� �av�ng in. �. Th� locati�n o# tl�e p�t s�al� r�eet tl�e approva# of the ���ir�e�r. c. The pits of tr�nc�,es �xc��r�te�l to fa�rlitate tfnese operat��r�s sF�a11 �e b�ck#illed immedl�#�Ey a�ft�r the c���n� a�d �arrier pipe i�staflation has f��er� cornp��ted_ �. B�rir�g ar�d �l�ckir�g �tee! �asf�g �Gps: ��e�l ca�ang p�pe shali be I�s�al[ed by boring l�ofe wiih #h� earth a�ger an� s�m�l�a�te���sly ja�ck�ng pi�� inta �la�e. a. Tk�s barir�g si�all pro�eed frorr�� a pit penvid�d far the bar�ng ec�uiprr�en# a�d work�nen, The h�tes are to be bored r�echa�r�icalay, The b�rin� sh�IC iae do�ra �srng a� pilot hole. By �his �x��tho�l �n a�proxim��e ��i�c� hol� shal� be bored the �n�ire i�r�gt� �f #�e crossing and sh�l� be check�d far line �r�d g�ad� on th� apposi�� �nd aP #h� bore from the work pkt. �'I�i� p�lot h�1e s�alG se�ve �s #E�e ce€�ter�€ne of the la��e� di�rr�eter hole ta b� bored. ��her me#hocls o� maint��nir�g fEn� ar�d gra�le �n th� o�si�g �x�ay �e a�pf�vcd i� �c�optable to tlr� �n�ineer. Ex�a�va�sd material sh�1r �e plac�d n�ar t�e ta� of �he w�rking p�k ��d �Eis�o��d o# as req�ired. Th� �s� �� weter or� ot�e� f��ids in ��n�ectior� witl7 #I�� b�ring opefat�on wi1C �e pefmitted onlyr to ihe �xter�� �q�irad t� Iubri�a#� c�t�En��. Jett�ng or s��i�i�g w�ll not �� perrni#�e�. �i. In �rn�oe�s��itlatec� soif f�rmatior��, � g�l-�ormir�g collo�dal cEritlir�g flu�d coe�sistir�g of at I�a�d 1� p�rce�t of high gr��e carefully �rocessed ��112�1(t2 ASC-� P�4�t7 �� - ���i�I��V,�L �P����l�. ��I��ITr�I�� Boring �s�d on this �roje�t shal� b� !n a�orcfa��e wfth tha mate�'r�l star�datd �1-'t6 and 4f\1i I,JkI .I i s i i �. �.. _�. �.i .. i v i � t — �"� •I . ,..i I t .I .I i. . .I �.. �.I I t... �.� i - i ti i � i I i�_. i.v 3. P�Y�AEN7: Paym�rrt tor a�! mat�taals, lab�rr �qui�m�r�tr �xc�va�i�n, can�rete gr�ut, �ack#ill, �r�d i����er�t�l w�rk si�a�l �e ir�cl�aded i� t�� �rnit pf�r�s �ic� �e� �ao€, DA-8 S�R11��E I�f�l� P�IfVT R���41� J�LEA�l�UT R�I��41R N�i1` U��D �A�� PROTE�TIII� M�1h1HOLE ��ATIN� FQ�t �ORl���ION l�ROT���I�N A. ���l�f�AL: �cope; T�i� se��aan govere�s afl work, matar�als �nsi t�sting re��i�ed for th� ��Op�E��tion �� intc�rior �r�te���ve c��tin�. Struct�res cfesi�n2�t�d to re�eived inte�io� �c�atir�g are I�s�ed �r� tt�� cor�s#ruc#i�r� draw�n�s. 1`he structuf�s are #o be coated, incl�rd�ng interior wall, ta� 2�nc� #�nch ��r#�ce�, Prote�tGve �oa��ng fo� �orr�sion �rotec��on st�a�i me�k th�e ��quir�mer��s af �h�s �pec�fl�ati�n (�r�d tkerr�s D,4�14 and RA-'��j �n� #�e Ma�n�Fac��re�s r��orr�rrtencfatio�s ar�d spe��ficatians, �. I��s�ri�tio�: T#�� ��nt�actor sF�all be �s��r��i#�le #ar the furnishi�g of ail I�b�r, �uperv`r�ion, mat�r�al�, e��ip�e��, anc� te���n� ��quired �or the c��n�lati�n �f prvt�ctive coatin� of stfuc�t,res Jn accafdanc� uvi�#� trrar�uf��t�r�r's re�omm�nda��o�s. 3. �4far�ufa�#ur��s I�ecarnmer�d�t��ns: Nlaterials and pr�cadures utilfzed f�r the li�ir�g prvices� s�a11 be in strict a�cotc�a�cs wikh man�Factu�er"s rec�r�r�e�d�t�ar��. �4. �orra��o� Qr��tecti�n; �orras�o� �ra��c�ion sr�ay b� re��Ered or� ��I stru�tures w�ere hi�h �url�u���c� or high H�� co�#�r�t is exp�c�ed. �. r��rE�����: ���{�e: Thi� se��ion gav�rr�� ik�� ma�taria�s requi�ed for compfetian of protect�v� c�ating of cEes�g�at�c( s�r�ctu€es. �, Prot�c�€va �oati�g: The p�rokec#ive coatin� sfiall be a pr�pr��#ary two cor���ne�#, 1�� perc.�nt safids, rigad po�yurethane s�rstem das�gn�t�d as �pra�+wal� as manufactur�d �y Sprayroc�, Inc. or a lw��part ��oxp re��n systern usir�g 'I�Q�o s�Ei�s baaed ep�x� binder �Et� fibraus a€�d i�ake fi��ers, is rnanufacturecf I��r f�aver� I�in�rky sy�t��ns and �esigrrate�f �s F�au�� ��5, 3. ��e�ialty� �e�ent {if req�irecf f�r fiev�Eir�g or filfir���: The �pe��alty cement�ba��d co�tir�g matertal s�all b� either Qu�dex (�Cw+1-�I� as rnanufactur�d ��r Quad�x, �n�. or Re��r��r hA�P as m�r��fa�t�r�d �►y �tan�fard �errk�nt N�ateriafs. � �va�Gu� ASC,� — ��F�� �1� - �E�DITI��I�►L �PE�I�L ���V��T«I�� 4. Ma#erRa� Identi��a#i�n: Tfn� �ra#actCva co�tir�g �at�eial �pr��ed ont� #h� s�r#ace of �he strt�cture �F�a1� be a� uretl�ane o� e�axy re�in ��r�k�m ��rmul2�ted foT the t��:��:��s�� �s�.:.� f., �.� ..�.�� �a��..i �..s.4Yk�i �. ..i t:. ��..,�„4 . I.0 ���:�uy ..� yt,.l I. ..� ir�.� ,.:,. il,..�14 �I i�: minirr�um ph�sica� pro�er#ies as follov�rs: Propert�r Tensife Strength �lexu��l �t�ess FC�xura� A+1�dulus Standarr� ASTh� D�G38 A�ThA D-T�0 A�TM 17-7�0 �c��g 7erm Value 5,�00 RSI �0,0�0 psi �50,00� �si 5, N1i�cir�g �n� Handling: A+lixing ar�c� l�andEir�g af speci�lty cem��� rna��r�al �r�d pro#e�t€ue c�ating rr�at��i�1. v�r�t�� may b�e to�c�c �nder c�rta�n r�r�diti�ns s#�all be i� accorda�c� wit� �he rec�mm�nda#€o�s of �he mar�ufa��ur�r �n� �n s�c#� a rnar�ner as �� �ni�imi�e ha�a�d to p�rs�r�n�L It is #�e res�or�skt�Glaty of �he �o�#racto� to p�ovlde ap�ropria#e protectEv� r�e�sures to ens���e th�# m�teri�ls are u�der c�r��rol at �II t�rr��� �nd are n�# ��+aila�l� �� e,nau�hori�ed p�rs�nr��l or anirnals, f�ll �q�i�ment shall �� su#�j��� #� the a�praval of #�e Engir�eer. ��ly p�rso�n�� tE�aroug�ly tamiliar� �it1� the handlin� of the coati�� mat�rial shall pe€forrn the spray coak�ng oper�#ions �rtd co���n� ir�st��l�tions. �. E3{��UTIOfV� 7. � 3 ��r,eral: l�rokecti�r� coatKng s�afl not #�e ins�alfed until tF�� strc�ctu� is c�rrti{�let� and in pJac�. ��eCi�rtirtafy #����its' a. �1E f�reign r�aterials �ha�il be remov�d from th$ rr�terior of t�� str�ctur� using hf�h pressure w�tef spra� (3�0� psi �o �5�00 psk at spray tip�. �. A1E u��e�led �iftir�g h�las, ur�seaf�c� siep �oles, and v�ids lar�ee #�ar� approxim��e�y or�a-�alf (�1�) in�E� Gn #I�ickness s�al� be ��I�ad �w�t� �atc�i�g cornpounc� a� recomm��ded I�y !he �a#�rial sup��ier f�r ��is application. �. After ala repairs �ta�ve be�r� r.�mpl�#�d, �emove alf i�os� ma�erial. �rofect9�re �natir�g: a. T�te protect�ve ��atkng shall b� ap�lied #� t�e s#r���ure ff�m the botkorr� of tha ��ame to �h� ben�fn, �i�wrr to t�e #op of #he t�oug�. "CFre �o� of �E�� structur� sh�il �Iso �e �o�t�d. �. Yhe pra���ctive �oati�g s�all b� Install�d in acc�r�an�e v�l#h t�e man�,fa�t�arer's re�omma�c#a��or�s a�nd tk�e �ollowing pr�cad�r�, �) � Tk�e surface shaMl b� t1���ougi�l�r clea�ed �f a�l fcrraign rr3atet�r`�is �nd rnatter. ��ace cov��-� ov�r tC�e invert ta �r�ve�t extran��us m�terial �ram ente��n� the s�wers, xa��z � ASC-9 P�A�T 1�� � ���3�T1��1AL �P����4L ���VD�TI�N� 3� If ���uir�� for fillir�g �r lev�lln�, �}�ply speciaft� �e�ne�rt �rot€uct �o a.,....�..� . _,�,..1�,���,.4;:��,.� �.�, ,,,�. ., ..,�.�; , „ ...���.� 4) �pray t�re ur�thar�e or ep�oxy onto the st��ckure wall ar�� #�enchltr�ugh �o a minimurn �nifofm thickr�ess �f ��� miGs (0.'C�� �nc��s}, Th�c�Cne�s to be ve�a�i�b�� th�o�g� #he use a� m����d� �,���p�a#�le �o ##�e �ngin��r. �►ft�r t�e �+alls ar� c�at�d, the uuo�d�n �er�ck� �over$ s�all be r�m�u�d. �} The fi�raa appl€cat�c�n sY�alf hav� � minirr�um of th�ee �3� k�o�rs c�re tirrre oc k�e set h�rd to the t�uci�, �efor� b�ing s�bj�cted to ac�i�+� flov�r. �} �lo applac�t�ans shall be made �a fr���n suria�e� or iF fr��z�r�g is �x�e�t�d to o�cur insEde #he stru�t�re �+ith#n �4 h�ur� after a�plic�#��r�. �4. T��#ing of R�i��bilitated hAar�h�les: Testir�g of r�habiEi�ak�d mani�oaes far water#i�l3tness sh�fl be p��formed b�+ #�e �antr�ctor aFter op�ratMons �r� ��mplete frt ac��rd�nce witli the �ect��n �7-3f -1��4�UU� T�S�'IN� �� ��1�11TAR1' �EV1�E� 11���MC7LE�. D. !�l�Id4SUR�h+1E�l�` �0.�� P1�1�ffh���T: Payme�t s�a�f be ���ed an �he �ontfact lJr�it Pr�[�e Bid ��t v�rti�al #oat, rr�eas�re� from the batt�rn �f the #r�rrte tv �he ��p of the bencC�. The �o�t�c� Unit �rEoe shaal bs �aaym�r�# [n full �at �erf�rming th� wark a�d fv� f�+rn�s�fMg all l�bor, SU��71�1lSi41lF rrratefl��s, eq�iJ�men� snd �a�e�ial ����ing req�ir�d t� com�#�#e #he w�arEc. Pr�ssura grnutGng, if �e�es�afy to s#op acfive ih�il�rat€on p�ior #� 2�pplicai�on o� k�te pr�#ect+ve coatir�g, shall b� in�iuded in tl}e ��ove ur�it pr�ce, �routRng �f th� �i�e �eals, #�n�i� and tr��gf�, an� low�r {�ortion �f a pa�Efct��ar str�c#ure, if r�quired by #h� ���ir��er, shall be p�[d fo� se��r�tely, �s sp�cified Irr �ect�an Df�-�0, i�IAh,iH�L� �2��lA�ILITAik�N, DA�'I� h�AI�H�L� �2�H�1�3�E.ITA'CI�N �J�T Ll��D �A-'�'I �I�RF�k�� RR�PA��Ti�DN �'C�� MA�4NHDL.E �t�HJ�B��.�T�Tk�N NOT USED DA�'I� INT�RI�R 1�1�4hi�E��.E ���471h,1� - HII�R��ILl��ITE HIDRT�4F� S�Y�T�IUJ f�0�' IJS�I� D�4-73 INT�Rf�R i�1AI�H�LE ���4'fIN� -{�1�A�7�}L �1��T�NI �V�T US�E� 1��4�'I� I�+1TERl�R �II�I�H�L.� ��{�TINC - �PF�AY WAI�L S'fST�Nf �. ��NEE�A� fi��2 AS��'f � � P1�11�T ��4 - �DC��i�f3�V�►L �AE��A� ��C�DITI��� 'I. scope Tl�is se�fror� gav�rns al! wark, rr�ateriais a�c� te�ting required for khe ��plicatiar� o� ir�t��ior rrtanF�ale ��tin�. �i�n#�oCes designate� for €�terro� caaf�r�g are kisteci or� khe h+�anhoie ��h�bilifation �ch��uke. Int�rior manhaEe �aating si��ll meet the r�quir�m�n#s of #hi� Secti�n or of ��ction �P�-��, D�4-13, D�-'ib, D1�1�9� �r �f#-�7. 2, Dasc��pti�r� The �o�#r�c#or shall k�e �`espon�ibl� for#he furr��shlr�g of �€I I�b�r, s�pervE��o��, �n�terial�, eq�a�pmen�, and ��stin� requir� for the corr�plekian of interior �oa#ir�g o� manholes in a�cordano� with th� �or�tr�ct D�curr�ents. �. �a�nu�act�re�s f��comme�datior�s h�lateri�ls, rn�xtufe ra#ios, artd proced�res �#il��e�� for#�� coatGng pror.�ss shall b� �n ac�ord�r�ce with rrtanufacture�s reca�nm$�da#tv�s. 4. M�r�haies i�+lanhoRas #o b� coate�i ar� of �ric�C, blo�k, �r concre�te �ae�str�cti�n. �111 man��la� shali I�av� a rrtinfm�am of one-�aE� ('i!�) rr�a� spe�iakty ceme�t-ba�e� coat�n� material {Qu�clex QI�+Iw� s or R�finer N��P} spra��d c�r traw�llec� an coating o�+�r the orCginal krrterfor surface. B. MATERGAI.� Scope T�i� section �avem� t�e materials require� for co�pl�#i�� �f interio� co�iing �f m�n�ol�s. �. Int���c�r �oat�ng The ir�terior coatir�g s#���� be a pro�riet�ry kwo corn�o��nt, ��0 �ercenk �al��s, rGg�d pa���,�t�ane s�st�r� desi�na#ed as ���ay 1N�11 as mae�ufacturec# l�� �p�apraq, ���. �, Spa�i�ffy ���ner�t Tl�e specia�ty c�m�nt-based ccaattng rra�terial sl�all b� �it�er Quac��x QM,1� �s rrtianufa�tu�ed b�r �uac��x, Ir�c. or Relir�er M�� a� man��actured #�y St�ndar� ��fn�nt AAa�e�ia�s. �. [l�a#ee€ai Ic#enti�cat�on �'h� In�erlor rr�ar�h�le ooatEn� ma�erial s�rayeci or�to tha surtace of th� r��rrhole shall be a urethane resin s�ate�n fnrrr�ulat�d for tk�e appl�ca�ior� to a san�t�ry �ewer �nvir�nmerrt, �Y�e spray s�s��m st��1k ex#�ibit the pF�y�ical �rape�ties �s follaw�: Provert� �tar��a�d Lor�a T��m 1lalua ��12� AS�-� � PA�F�� �� �- ����Tl�[VAL �A����L ��IVDI����V� C+� Q T�te Jr�kerFor �aa#�r�g shalf b� �ppli�d to t�� �n�nhale fro�n �he bo�t�rr� v� the fr�me �� th� berr�t�, down to t�e top ofi t#3� �raugh. T�e in�eri�r caat�r�g shall be ir�st�il�d ir� acaordance wit� th� rnar��afa�ctu�e�'s r�comnle��akiorrs and t�e follawi�g pr+ocedure, 4� The surfa�e s�afl #�e t}�nrc�ughly �i�ar�ed of �la forei�n �n���ri�1� ancl maf�r. �I�ani�� �hall b� a�co���EisF�ed �y �sing hi�h press�re wa#�r spra� {mrnf�urra ��00 ps� �t s��ay#ip}� cf��r�in� wik� muria�ic acid, c�egreas�r, oe a#h�r solvents as �eed�� in o�der �a ��move �ny film ar residue on th� s�rfa�e. �� P�ac,� ��vers ov�r t�,� i��erk #o prevenk ex#rar�o�us rrta�er�a� frorn �nte�ir�g #F�� sewe�s, �j �pply � rr�fr�irrr�m of or�e-l�al� {�1�� in�h ���c�afty �e�rtor�t p��duct (Que�dex QM�1 s or #�eliner f��F'j �moath surfa�� f�r the urethana coatir�� material. � T��sii� st�'eng#h FTex�rr�l �#ress � , . ,�.,, ��,;�...,,:a,. �fxiflg �ntf Fi�r�dCing ASTM D-��8 ASTl�19 D-79Q i t � �5 � � * �,��� psi ��,Q�O psfi :_�,, ,.i„ M�xir�� and har�d�in� of spec�alty� ceme�t ma�eriai and �ntefrar coa#in� mater�al, whi�h �r�ray be koxic u�d�r c�rtai� ��n�i#�ons s�a�� be in accordarr�� wi#� #h� �e��mmer�da#ior�� of the rr�a�ufa�t�r�r and En s�c� a ma�e��r 2�� t� ►r��r�imi�e Y�a�art� t� p�r��nneM, It is the r�s��nsibility ofthe �on�r�ctar#� pravEd� �pp�opriate protec#iv� �n�as�res to e�s�fie that materfals are un��r contr�l �t afl #imes a�d are not avai[a�t� to un�ut�r�rizecf pe�sonnel or ar�im�l�. AI� �q�iprt��nt shall l�e sub�e�� �� the a�p�ua� of the Engir�eer. ��fy pers�n�el tharau�#��y �arn�liarwrth the ha�diing of #�re coatin� mater�al si��al pe�form th� spray ��a#in� o��rations ar�d �o�tir� ir�st�tla�lor�s, ����UTI��V 'I. ����ral �anho�o �o�t�r�g sha�11 nat be ir�stalle� u�til sealin� �f m�ni�ole fram� ar�d grade ed�ustme�,ts, o� {��rtial manh��e repl�cerrtent +nrhen requirecf #or tF�� manho�e p�r� #he flAanhole I�ehabil�tatiort ��t�edui�, is carnp�ete_ 2. Tem�eratute �to��a� interic�r c�ating o�er�tion �hafl b� �rformeck at temp�ra#uras af �{l°� �r greater_ �lo a�p���a,ti�r� sha�� be made wl��n frae�in� �s �x�ct�d wftlii� �� Mours. �. Interfor �la�ho�e �oat�ng a �A�2,�1�2 ASC-'k � P��#T �� � �1DDITIC��1�41� �P���AL. ��1��lT��l�� �4) ��ray tf�a �r�thane anto the rnanh�le w�ll ar�d ben�l�ltrou�h with a minir��m fhi�k��s� �# 'k �� rn�ls (�.'4�� Inc�r��), 7h�c€cness #o be .ti�i�l...s v �iFlS..�ti�., Liit....,s4, vi i.i�..�.,. �-. ..-.-..�aLw4�_ . �.... � _�� i4..1,1� �} ��a� trou�h �rea w�kh spec�aity cement prod+�c� {G�ua�ex �M-� s 4r I�$lir�ar f��P�. T�s�ir�� af f�e�at�Hitat�d �A��hol�s a. Testi�� of rehabil�t�#e� manhoi�s for wa#ertigi�tnes� sf�all be parforrnsd �y the �ontrac#o� after operations are c�m�lete in acoor�ar�ce wit� �e�tion �A- ��. D. �P�hEASUR�M�iVT AND PAYM��17 Pay�er�t sl��iJ be based o� th� �or�tract L1nCt Price p�� ve�t�cai fo�t. rn�a��red frorr� #k�� b�ttor� af the frarrti� ta the to� o� #he bench, �he C�r�trac# l.�nit Pfkce sha�l l�� paEyment ir� fulk for perforrr3Rng the �nror}� and for furn��hing alf labaf, s�pervis���r rrtater�al�, e�u�p�nent a�d mat�rkal testirrg reqtn�erJ �o compl�#e the +��rk. ���,#in�, ,f nec��sary, sC��1C be l�clud�d i�r #h� �bave �nit pr�ce_ �routi�� �f #�e �Epe sea�s, �en�h an� trougY�, �nd �ower �arl�or� �f a particular rr��nk�ole, Jf r�t�ui�ed by A+la�h�te R�hab�lita�Ron W�rE� �c��d�le ar fe�ui�d �o be dar�e by the EngGn��r, sk�all #�e �aid far s�p�rate�p at the �or�#r�ct Ur�i� ��ce. 1��:�i�iiw Fi ����*]��'7s��1; C�I ����7s�il� L�3'l,�LL�►'_[1141� LI�L*i��;i�'i�fi �. CE�IERA� � . S co� This secti�n g�ver�� all +nrark, matarfal� �r�d ��stin� �e�ulr�d for #h� �ppl��atlon �� in��rior m�n�ale coa�ing. �l+�anh�les �esignate� for int�rior �oat�ng are listed of the Mar�hoi� F�e�a�ilitati�n �che�u�e, Mis��d in �ectro� I, Interi�r manh�ole ���#in� ��all meek tk�e req�rfr�rner�t� of t�hrs Sectior�, �r �� �ection DA�12, DA-13, C�A�'14, DA-16 or Bl�-'I 7'. �. C�e�criptio� The �orltractor �i��la b� re�p�r�sible ��r th� f+�rr�ishEr�g of �II l�bor, superv�sian, rr�aterlal�, equ�p�e�t, and testEng r�qu�re� for the �nmp��t��n a� ir�terwor co�ting of rr��nho�e� in ac�o�cta�ce wlth #he �ontrac� �ocum�nts, 3. h�arru�actu�er's Recor�m�nd$ti�r�s Nfa��rials, m�xt�re ratias, ar�d �r�cec�ures utifized �orthe co�t��g �ror,�ss shall be in acc�ard�no� with manuf�cturer"s recon�rr�er�d�tions. 4_ h+fa�hol�s A+1anh�ies to be coated a�r� af b�icC�r bl�ck, or �an��ete con�truc#ior�. A�EI manho��s shall have a rr�inimum �f �ne-E�alf {'I��) sp�c��l�y c�ment-b�sed coatir�g rnateri�l �v�z,�ro� A��-� 3 ��4�"�' ��4 - �4�D1�1�i��� SP��1�4�,. ���DITI��� (Quadex (:�flA�'�s oe ReGnet ��P� sp�a�red or tr�w�ll��i on caating �v�r the anginal rnt�rior s�tface, B. f�AATEFtIAL� 'f . ��op� T��s �ec#io� g�verr�� t�e rnater�al� raq�Er�d far r�amp�etio� of interi�r coat�ng o� r�r�ar�hols�. �. int�rio� �oatir�g Ftaven Ultra Hig�-Buil� epoxy �o�#an�, a iwo-pa�t epox�r resin system using 10�°l� salid� k�as�d �p�x�r b�nder wath �brou� ar�d flake fillers, is man�factufec# by F�au�n L3nfng systerr�s ancf des�gna#ed as F�aven ��. 3. �p�cia�iy �ern�r�t ih�e sp�eciaf#y r�mer�t-�as�d coating mat�r��l s�rall be �i#�e� {�uadex ���-�s a�s rn�nu�act+�r�d !�y Q��c��x, Inc. vr ���ir�er M�P �s m�rrufac#ur�d b� �tar�dard �ement N�aterials. 4. I�ateri�� Ider�ti�cat��n ��r�trackors �rikl comp�et�fy iden��fy #�e ty�es of grout, r�ortar, sealar�t, anc�lor roat ��ntro! chem�c�ls pCv�ose�l ar�d �ro�ide case #�istories �f sur,cessful us� ar dafe�d the �h�kce oF groutir�g rrw�t�ria�s �ase� on ch�rrtic�l �nd pY�ysic$I ��op��ti�s, ea�a of ap�]�cat�on, ar�d expe�te� �erformance, �hese grnut�ng rx�a�fe��ts �hall b� c�rn�at�b]e wl#fn Rav�n �4�� ��teri�e ��a#ing. Th� ��r�tra�to� ��al! be responsil�i� for t�eftEng �p�rov�E f�or�r R�v$n �ir�ing systems andlar t�� grouk rr�ar�u#act�rers f�r t�e �sa o� tF��se groufing ma#e�i�ls. �, MEx�n� and Ha�di�r�g itiAixing a�c€ Itiandlin� �f interi�r coaiing, whRch r�ay+ �� toxic �ntl�r c�rtairt �ar�di#�an� sl�all l�e �n �ccord�n�e with l�� rec�mfnendat��r�s af the manr�f�c#�arer ancf ir� such a m�r�rter a� to min��i�e ��zaed t� personn��, €t Fs the �sporrskb�Jtty �f t�� ��nt��c�ar to pr�vG�e ��o�rop�ia#� prat�ctiv� measu�s #o ensure #h�# �na#eri�Rs are unrfer� �ar�tral at all tim�s and ar� not av�,ilabE� �� �anauthorized pe�sonnel or a�ir�als. �II e�ua�me�t sha�� ha s��je�t #a the app�ov�l af #he �n�in�e�_ ���ti�� sh�ll �e ��erfa�med only b�r cer#�fiec� a��l�cators ap���v�d by #h� r�a�E�factur�rs. �. E?(��UT��N �e��ral �Manhof� ooa#��g shall r��t be perforr�ed untll s�alir�g o� m�nho�e frorrx fr�rne �nd gf�ds ad�ustmer�#s, partiaf mar�haf� re�lacem�r�t, ma�hole grouting ar sswe� r�e�f�c�m�ntlrepa�rs are �ompl�t�, �. '1"emperatu�es ��raar�� A�C-� �3 ���r �� �����-r����� ������� ��r��ir��r�s IVo�m�l Jr�#��i�r �aakinc� �pe�a�iot� s��ll be perforrned at t�m}�era�ures �f �#�°F or gr�a#�r. �lo appli��t�on shalk k�� m�da +u�en fr��zin� Es ex�act�� w�th�n �4 ha�rs. �_ In#erior P�a�hole ��ating a, Manhol�s sc#��dU�e� for �r�teri�r coa#ing a�e sha+nrn an the �A�nh�l� Reha�i�itativr� �cl�edt�le. l'i�a f��#errar coating s��ll �e �p�o1��d to t�e rnan#�ai� from the ��ttorr� af t�a manhole frame t� the �ee�cY�ltrougM. [ncluding #he benr,��traugh. b. T�� �ntefior ��ating shall be in�talled in �ccord�n� wit� the mar�ufa�ture�'� r�camrn�r�d�t�or�� �nd the fal�owJng procec�ure. 7} 7�$ surFace {�re�arati�n sf�a�l campay witF� the req�rirerr�ents of ���iorr DA�'19, SUR�,��� PREPAF�AT���1 ��R �lA�i��LE RE�T�f2�T��A1. �� Ap�ly a rt�i�im�m o�one�hal� (11�} irtck� sp�c€aaty cem�rnt-based prod�ct �G�uac�ex ���1 s�r R�l�r��r Ni�P) smoo#h su�f��e for the uretk�ane co�tir�g r�ater�al, �� 7f�e s[�rtace pri�r t� app]i�af�an �a�r be dam� �u# s��ll ��k t�av� n�t€ceal�le free wat�r d�opiets �����r�g or ��r�nir�g wa#�r. �akeriaE sFt�ll k�e s�ray �ppli�d per rr�anufactu�r's rec�omrnenrl�t��r�s with a mkr�imu� thickr��ss �f ��� miEs {�.1�� in�i��. 4j A�ter the walJs are coa�ec�, k�� �v�oder� f�er�ch covers shall � remov�d and khe bertc� s�ra�e� to t�e sa�e average ar��t minim�m khlckr�ess as r�quir�d for tC�e wails, �� �C`he #ie��] ��pfi�2�t��n �fn��i itav� � mir�irnum of three {3� E�o�+rs cur� #ime �E b� s�t �ard t� #�e toucl�, be��re being subj��#s� t� acti►r� #I�uv. �a) !�o applic�tfons �haEl be made to �foaen surta�ces or �f freezir�g i� �xpected ta oocur �r� s[de the mar�fnvle wit�fr� �� h�urs �#ter applicati�n. 4. 7�sting of F�e�abilitated A+1��rholes �, After the e�ax}r tir�er h�s set �l�ard ta to�ch}, ��I visi�fe p�n#�o�es sF�al� be repairec�. F2epairs sl��ll be rna�e by �r�htly abrar�ing #h� surta�e a�nd brtrsh�r�g #h� li�lr�g material over the �rea. �41� bfist�rs an� evider�ce of u�aven cover s��ll �e r�paired accorciing to the r�ar���a�ture�'s rec�mrner�datians, �pot c�ec�C af coatir�g tl�ic�sness ma� h� m�de by �wr��r`s C�e�aresent�tive, �nd #he ��ntra�c#�r shall repakr ti��se areas as re�uir�d, ak no additio�a�l cost �o khe �wner, b. TestEng �� r�Y�abilitat�d marrhvl�s fo� r�a#er#ightr�e�s sha�l be perfa�rn�d b� �h� �antrac#or aft�r ape��tions ar� ccrmptete in acc�rda�rce wit� �e�ti�r� DA,�� — V�#�UUM 7��TIN� O� I��HABILf'CA�TED MAI�I��LE�. ��4r�� A��-'i � ��4�T �� - �����JC�1��L ����r�L ���l�l�rrC��� �, r���,�u�Er��t�r��v� ��*rr���r Pa�rr��nt s�ala be �ased on tl�e �o��Eact l.�n�t Pr�oe �er �e�ti�al fao�, m�ase,r�d fr� tk�e b�ttom of the frame to #he #�p �f ti�e be�c€�, Tha ��ntract �le�it Pric� s�ali �e �ayrrre�t in �ull #�r p�r#�rmir�g tl�� wor�c ��d Fo� fum��h�r�g �I� lab�r, s��ervisior�, �-raterials, e�ulprr��n# �II testir�g n����sa�y to comple�e th�e wor�. Payrn�nt ��r gr�ut�r�g of pipe �ea�s, b�nch �r�d ��gi� and manh�f� walls shall be basecf or� the �or�tr�c� Uni� Price �or �aci� manh�k� a�#ualEy g�eout�d, �`�lij1�:�C����TiT_�►��C�ZR.-.�+ �Tlli1������i��CL�L��[�����t���lTifl�i���*}:�'��I►I�:� hl�T k���D ��1-97 INTERIQFt I�I�4IVH�L� �OATk�I�-STR��1C-SEAL-SYSTEIVI �L�1���►'i��7 ■J;� FF3�� C�1 �]�1� �:��3��`� i�1:T�I� ��wTk �.� �� I��T ��Eb DA�-'�9 Pl�� �II�IED ��#�tCR�T� V1�AL� FL��ON�TFtU�TJON {V�T U��D DA-�# P�tES�[l�t� �R�llTIhS� �l�T ��Eb i�A-2'I VA�U4JM TE�TII�� O� R�HABILITATE� NFJ0.NHO�ES #J�T U��D [�A�2� �iB�E��LASS �1�11��f�L,�S NOT U�ED DA-�3 L��A7�DI�f AND EX���LlFt� O� NFANHO��� AND V�A�"�R 1f�4LV�S N�T US�D UA-24 �fPLA�EI��hiT OF ��#��F��l'� ��J�tB A�JD �U"fl'ER N�T U��D D�4-�5 REPL.A��hIE�f�T O� fi" ��N�I�E7� �RI11EU��4Y� �l�T U��D �� ��a�o� �S�-i� �AF��` UA - �4DbITI��A�, �P��IAL ��NDITI��I� - u�-�s ������E��r�,� o� �.n�.�,�, ���r�m�r�r �� ���� DA-�T �€�AD�� �RU�FE�� STDlVE� NO�` US�D D�4-�8 �N�D�� 1N�LLIi�F� �" TC} 0" DEPTF� 5.0' 1NiDE f��7 LJ��� DI#-��9 BU'rT ��INT� - A�I�.LED NQT ��ED C]�A,3Q �" H.Ih�.A.�. �Uf��A�E ��IJFt�� {'�"YP� �°D,� MI�� j f�DT US�� i 1 ' D�-31 �tE��A�EM�NT �� 7"' ��Fi�F2�T� 1�A�I�E1� �UT�'El� hlDT U�ED DI#�3� f��1N 7" �ON�RE�E IIA�.L�If �UTT�R �f�T l��E� �}�4,3� I�E1N �`" �`i`10.NDARD WHEELCHAIR RA�11lA N�T US�D �A�34 �" ��411�I��fV�` P11L�f��t1�0.TION f��T l�S�� f?A-�� Ft�E�I�UI��ED �Oh1�1��7� PAVEMENT �R 8�4�� {UTIL,ITY �U�� N�T US�D E]�4�� RA1�ED PAIf�MEN�` MA�t�CEft� N�T US�D DA-�7 P�T�hiTIA►LL1f PE 1`R�LEULUI ��h1TA{�1�NAfi�D NIAT�R�AL �iAfVD�,I�C �►. ��i�EI�AL; 1Nhere known by the c�es�gn engine�r, #�e Ic��atior�s �f pofent��Gly #etrol�um �ontarntnated rr�af�rf�E �safl) thai ma� i�� er�ca�,r�t�fed d�rrir�g ex�avatior� ar�r�llor �or�str�.,ctlor� activi#ies +ruill be shawrf on #he pl�r�s. F�� a!I kocatians wher� +xtaterial is �xcavated �nd strs�ec�sd �� �c�x�ro� f A��-� 7 ��4�"!" [��l — AI�C�I"Y'I�IVIa1L ����II�E. ���V��"�l��V� l��ir�g conta�n�n�t�rl wi�#� petroleum {�rodu�ts, w��t��� k��wn ar notr #hese specfa! condi#lon� �r� t� �e fc�iEow�d. The �ar�t�actor is alsa #a f�Elaw ala ��plicable F�d�ral, �tate Wi ._. �_l. �_....� _ yF.�...i Itl� .., . �t.. i ��__.� I:.�.,i iy ��..;. �. �. _�I _ t.t��s,.: ti. U4,� ��� .. � I.i ii.s,.�. � I��.�i i�.i..� �.....I,.� � �. YY�}Ill\ ���+���-%�F+ a. �xca�+�tion, stackp�ling and testir�g of Pot�nt�afly Petr�Eeu� �or�tamir���ed N1a#�ria�. b. Rem��aG. #esti��, and �lisposal of p�#�aleum can#�m�nated grour�dwat�r. �. �bt�inin� arkd p�y+i�� #o� fi��u�r�� permits. d. Minn� ofq�a�lified enviror�rne�tal profesai��a�l co�s�ltar�t�s}, ��n#ractorvuill be rec}�ir�d ta su�rnit the e�virot�mental co�s�i�ant's �xper�enc� a�c� quaGfi�a�tians #� th� �kt�r prror to b�gi�nir�g u+ork in a�a� of �o��nfi�l�y �etroleuin �o�tamin�t�d Mate�ial_ e. l�iri�g af ��,�li��d �nuiro�ment�l s�mpEin� p�of�s�iona�ls tl��t will cailec� and su�rn�t sampfes to th� ap,�lic�able �ity of �ort V�or�h teski�r� 1a�orato�-y, Tf�e �rt�+ a# �ort W�rth's De�arkrn�r�t o� �nrrironme�tal fVlana�amer�t ��r �oor�i�at��R� a� taboratofy tesiing. �. F���EREf���� a. Afl a�plicabCe ��HA regulat�ry re�wi�e�er�ts. b, �,�I a�pNcabl$ ��v�ronr�er�#al I�ro#�ctior� A�en�y (�PA� reg�la�tary ����i�er�ents. c. �II app�ica�le ��ate of T�xas re�ulatary �e�uirsm$n��. d, ANI a�pli�able �if� of Fort W�rth ��it�r� �eg��ata�y rec�urrerx�er�#s. e. Ail a�pliaa�fe P�E��Fi st�nctards. f. All ap����ablo TMR�� r���r��ments, �. �t18M�T71s4L� �. TF�e con�r�c��r �hal1 p�pare �nd subrrtik to the ��ly'� D�par#me�t of ��virol�mer�tal fUdanageme�#, �pl�i�r ��ecGall�t irtl ��ri�?1f�rIC�, p�a�� for har�d��r�g P�t�r�t€ally Petr�l��m �or�tamin��ed I+Aat�riai �PP�A+I) na� 3eas tf�a� 30 c�ays pri�r t� cornrr�en�ir�g e�t�avation. b. �he �antrac��� �hall take na�essa�y pr��aut��r�s �vhi�� ��rt�rttting th�s pr�j��#. �orrtractor �F��EI r�ot comm�r�ce PP��A w�Fk {'i) ��ntracko�s s��milt�l f�r dealf�� w�th �P�A+1 i� reviaurad by tk�� �ity �nd ��} #he pl�ns �i.�., dr�+�ir�g and descript�onj fo� d�s�har�ir�g any tr�at��l li�uid inf� the stor�n se�+e� or sanilary sewer are r�+riew� by t�� �i�yr (3� a�d a�cept��f$ stoc#cpile a�rea� is icfentifed k�y th� ��ntractar, c. ��n#��ctor s�all s«�mit the r�ame of hi� prop�sc�d �ualif€ed �nvir�r�me�tel pmf��sian�l cons�llant{s} and proposed PR��1 H�n�ling Pla� to the �if�. Th� F�I��N� Hat�dlin� Pla� sha�l incRude the d�tailed se���n�e a�cons�ru�l�n �rtc3u�in� �ro�os�d exca�a�'ra� and ha��li�� m�th��s, �rnpos�d carriers �or c.���am�n�#�d rnat�ria�s, waste ��sp�saJ s��e, a�c� a li�t �f �n� p�rrnits t#�a� �nay �e reqr�ired fo�r �vr���oa A��-1 � P�4F�T DA� - AI?��Tt�]�1�4�.. �P��I�►L. �C��1D1T1��1� P1��1 h�ncffir�g ar cor�taminaf�d �a#erials r�isposal, Ti�� at�vve c�a�fa mus� b� �or�piled and arranged in a#orrr��t that is a�cep#ab�e to tt�� Texas ����rai Resource ��v �_�I .4i41�� . vJi....ilv..iV41 � 4i �� t vv�, d. �or�tra�tor sl�ail su�rnit a�t�r�l a�mit� o� PP��f excava#ion, as pr�pai�d b� his c}u�lifi�d envJr�nmentar� con�ultartt�s� �r�d t�sting E�#�. �. �or�fractar sl�all s��m�t for r�v��w ��� prapo�ed carr]er pi�e ma�eriaa ta h� uses� wlfh khe actuaE lim�ts of PI��fN excauat€orr, incl�dirkg pf�e ��sl��t �nd �ar�fer pi�e �o�ting or IEner. B. �R��31J�`�'S: ?JP� �AS�C�T il+1AT�RIAL, IUq�ter�als �,s�� wtkhirr #he ac#ua� Ifmiks �f f���� �x�av�t�on, i�cludi�� �ipe �aske#s, s�all i�e r��istan� to �e#rolei�rn hydroc�rb�r� deteriora#i�n, �. �(��iJTI�N: � . P�7E�1T1ALL1' P�T��L�UN1 ���TAI�IINATED A��AS �. Ar+a�s s�s���ted a� ha�+ing p�e#raleurn c�r�tami�atec� rnakerwal {soil�} are s�awn �n c�n the e�gi���r��� drawft��s. �, k� at�a� oth�{ than #Y��se n�ted on th� p�ana an�} wk�e�e pat�ntl�lly pet��leurn c�r�tamlr���ed ma�eriala ar� either detecfed �r s�spec��d, the �iky of F�rt W�rth a�d th� Engi�eer shotxEd be n�tified irr�rn�d�ate�p ar�d the work s}�au�c� procead ir� accorclarrce �v�tl� this sectior�. �. ���E��1ifVC PO��fVT�AL�Y P�TFt�LEUhA ���TAMINATEI� AI�E�� a. ��re shouFd �e #aken d�r�ng all exca�vatior� and �ewat�rin� a�#�viti�s �o iden#ify ar�as pote�kiaEEy �or�taminatad by p�lral��rrx. �, 3lVhen a pettol���m �dor �� �r�r�o�nter�d d�ri�� exc�va�i�n �r wher� th�r� �s v�sual �vic�en�� �f poter�ti�lfy �etrol�u�n c�n#ami�ate�l sofl, th� �ontfact�r s��ll not�f� ihe �n�Jr�e�� without dela�r. c. The �ontr�tct�r sh�l� hav� retai��d the s�rva�e� �f a� enviro�mer�taf const�ltan# w�o shall be pr��ant �t the site t� s�rsen s�sp��# s�kl wrth a ph���-kor�E�atkon �etector {Pa�� or a#I�m� iani�atior� d�ector (F��j. A� readin� ��� p�m ab�ve amb9�r,� c�nditio��s �e �reat�r �n �ID or F�D tes�ed soii sarnple wild be co�sid�r�d pa#�n�iai�y p�trole�m c��tarr7inakec�. �`F�e sou� sam�le should be a��ca�t s�m��e f�am t#�re �xcavati�r� face. �'�� sampie s�ould be st�r�d i� ��a�ora�ary suppli�� gfass jar wifh a teflon �asket iir�ed Eid, The �kky of Fort VV��h b�partment of �nuironrrter�t�C A+lanagemer�t will �� r��ti�ed �riar to ��k ��mpfe col�ectian and submEktal to ti�� c�rrent testin� labor�tory iden#ified b�r �t�e �i�y. 7'C�e PID or� FID te�#s sh��ld be pertor�ned ir� a c�r���ed I�cati�n, ��fls proci�cfng a re�riing af less than �0 ppm abo�e arr�bient �v'rll r�o� be co�sid�red potent�all�r petrole�,m �ontarr�i�r�tec�. if�e PID �r �II� st�a�l be cafi�rate� accor�li�+g �� rnan�factures ir�s#ruct3ons. ���z �4SC�� 9 ���� ��a - �����r��r��� s������. ����i���r�� d, V�l�ter encaur�t�red c�ur�ln� exca�atio� or dew�ter�r�g s�ali be co���dere� #o b� poter�tf�lly cor�tamie�ate�l �f the�� is a►rls�ble s[��er�, � hy�eoca�bor� od�r, adj�c�n� so�1 , �i �i....,�., ,...,..���j .. .. . ,�- ,,, , , _ f ,�J. ,. ,. ,�,..., „ , , ,.a, .�; , �� �� �oniract�r h�s r�a�on t� beli�ve t}�at hyd�o�a��#�r� cor�taminati�n rr�rap hav� �ccurred, The �antractor sl�aif immediat�ly r�ot�fy tha �ily ar�d the T�1R�� w�er�ev�� cantar�ina#e€i wa#er i� encou�ntered. �, The �ontrac#�r s�a�ll contac� the ��#� whenev�r conta��ni��ki�� #rort� a�ny soufce is su�sp�ct��, �. HAhlDL�[�� P���EVTIALL�' I'��'R�LEUA+! ��Ni�,h+lIh4ATE� ��1L (P���} a. �arttract�r shall coofdkr��te �nrkth #he �ity �o det�rmie�� a st�ita��e �acat�an far t}�� stock�il�ng af contaminated s�il. Tl�e �oilowir�g p�ocedure �h�ll be fo��awed in pr��arii�g #}�e c�o�en �i#�: �, Provide a d�kec3 e�clos�r�e I��ge �not�gh #o hold �II mat�ria� and �revent runo�f. �, The dik�d a�a shall b� iNn�d w�th �{�-�Q mil p1�sf'r� tp preve�t se�pa�g� into tFte existil�g �oij. 3. At lhe end of eac� �rork da�, �ontrac�or s�ala �o�n}�fet��� ���re� sto�kpil� v�r�tM� �� m�� pl�s#ic. D�ring t�e ���, �[�� �or�tractvr shalk k�e� tl�e stockpil� cnvered, a� necessary. to prev�nt �e�ea��e af cont�mlr�at�d rr�aterial� �i�� ta t�a�rn �r vwi�d, 4. �ampling and eval�atEo� of rnateria�s w��l �e p�rformad at tha �ar�tr��#o�'s exp�r�se, (Th� �ik� �f Fork 1+11orth will provi�e iabo�a#�ry servi��s} b. I�I��S sh��l be �ar�df�d, testedF o#��erving a�� s#ar�dafd ��ain-�#-�u�tody prc�c�d�ess a�d �amp�lr�g preserv���ar� and a�al�+ses s��ll canforrr: to pub}ish�d a�d r�ecogn�zed �tanda r�s, �. �e sto�k�iied PF��S s�rall �e samp�e� and t�stec� �v�ry �0 c�bJc yar�s far To#ar P�trof�um Wy�rocarb�r�s �TPH� �TX�IO��j a�� Ber�ze��, 7oul�r�e, ���ylbenz�n� ar�d �yrl�ne (BT�X� (�PA 80��}. �li #est Fes��ts r�ill be forw�rd�rJ fo the �i#y of F��k 1Nor##� D��art�en� �f En�i�or�men�al �lanage�ne�t. d, ��r�t�m�r+�#ed soil id�nt�fi�d by t�st r��ul�s will i�e dfspose� of �cc�ordwng t� �lA��, ��adir�g, Tr�r�sp�rtatlon, anr# D�spo�al �f �o�rt�rninated �ofl. �, f� is th� ir�t,en� �f #h� �il�+ vf F�rk 3lVarth fl�at �nc�ntaminated sails b� �tili��d as backfll materiai, If the soils a�sc� m��# ��e ��rpe C�r 8#�ac€cflll classi�ca����ns. �. H�iVDL#�� P�7E�E7'lALLY PE7ROLEU�+1 ���TA�+11fVATED VtifA��R {PP�I�V} a, VV�ter p��tped fr�m th� exc�v��ic�n �r �rar€� dewaiering a�kivitre� th�t h2�� ar� oily sh�an, a�ydro�arban adar, or ts o#h�rwi�e s�aspe�t, sh�l� be �o��ider�d po#er�tia�lyr pet�afeum co�t�m�na�ed, t�, PF'�1N s#��I] be h��dl�d� t�st�d, �r�� d�scF��r��d an accofdance +�i�h the 7NR��'s ap�r�pE�ate sta#e r�gulatio�. PP�UV shall b� tes#�d r�o iater �han �� days priar to ex#rac#��n. PP�1N st�all, i� r�ecessary, be tr��ted ir� ar� a�prop�iat�l�r si��d oil�u+ater se�aratof, �ir stri�p�r �� �A� canJst�€�. �ar�trac#or shall Y�avo hFs ��sfing f�#�or��ory det�rm�ne that tF�e oaVwater s��aEator tr�ated d�s�harg� is withir� tMa firr�its � aa��r�,2 ASC-�U ��41��' D� � �4���T���V�ll� �P��IA� ��IVDITI�IVS �s�abiis�r�d �� th� T�JR��`s regufatior�s befor�+ b�ir�g aifowed �� dEscharge (diacharge to sanita�y sewer�. �ontractor shall be r�sp�nskbl� fo� furr�lshir�� the ti-i ii..��f. ik .,.t.. ..��vi s,� «�i it. L�.�. �. �ftemativ�l�r, the �or�tractar may dES�o�� of con�am��at�� w�#er, �fter apprapriate p��tr�akrr�er�t, in�� #he sar�ft�ry sewe� �olr�ct�o� s�s#err�, It sF�all be t�e responsiblf�tyr �f tE�e ��r�trac.�tor �a �ab#�I� tha r�ecess�ry �ermit{�) ar�d ta p�r��rrr� a�l testing req�ired I�y the �i�� o� �ork �Varkh Pret�eatm�r�t ��rvi��s �]ivisi�n. �. �q]R �r�at�d w�tet sh�ll ba dis�harg�d into a�or�tra�to� su�plia�f �r�c Tank, s�r�pl�d, an� ar�al�rzed be#a{e �lisc#��rge €nt� th� sew�r s�stem, �, The produc� that is recovared s�all k�e d�s�os�d of i� �c�cord��rce �n+iti� �tl a�pf�cakrle rec���att�n�, Ar�� p�ase s�parat� pr��uc# re�o�rere� from ##�� oiffwater �eparator and a€r stri�per shalM be trar�s�o�ted in �ccordanc� uv+th De�ar#menk of Tra�r�s�rt�taon ru�es and re��iatior�s f�r flarn���le pr�du�ks_ �V��n transpar#a�g praduc# far dispas�l, �f�11SpQ�#2�ti011 ��ail �lSo #p perform�d b� � Il��f�s�d C�r�ief. The �vnt�a�t�r i� resporrsible ��r prop�r manifesting o� the m�taria� frnm t#�e �it� ta the waste disposal facltit�, �or�ple#ed fN�nifests s�r�ll t�e ret�rne� to �E�e ��ty �epa�ttrier�t c�f �nvir�nrn���tal I+Aanagerr��r�t �vikh�r� 9� �iays of shi}�mer�t. �, HAN�ILIN� I�AP�R ��N��1�TF�4T10NS a. In ar�ier #o ���r�t$�n sa�e war�ing c�r�dit�ons, the vapor c�ncent��kians shos�l�! not ex�cee�E �� per�ent of the Law�r �x�losiv� �,im3t (L��j. I��rring oon�truclron, me�strres s#�ou1d be �aken �o rrr�€nt�ir� LE� levels be1�w �0 perc�n� in aif w�rkir�g �reas, b. �o mor�i#a� va��r I�v$Is anc# oxygot� levels a com�us�€b!a �as i�iica#or ���I� u�i�#� a LEU�� m��er sho�ad c�ntir�uouslyr �pe�ate i� the w�rl�ir�g �r�a, Tt�� C�I s��ul� b� pfop�rly cakib�atad and shou�d ha�re �n alarrn that sour�c�s �f �� p�rce�t L�L. i� reac�ed, Niani��r�ng �a�a �rom �f�e ��I sh�ouad be rec�rde� perGodically !o de#errr��n� if v�r�klfati�n o� ��i��r metE�ocfs are eff��#av�, fn the ever�t aocat he�l##� and s���ty a��ncfe� r�quir� mo�� strlr�geni mo�i#orEng, t#�e local re�ulat€or�s mu�t be EmpR�m�ntec�. D. M�A��REAh��,1TAEV� PP►�ff�E�T: Pay�ner�t for handlar�� PP��, PP�W and Vapar �on�entrat�nr�s. obtair�lr�g anc� pa�rrng for ar�y perrr�its re��,ir�d, hinr�� the services af a qualifi�d {�f�#es�'t�r�al envir�nm�n�a� c��suE#an�(s�, �n�rirorrmental i�sues, stac�tpiEin� a�d all l�s�es in�l�ded and incGde�ttal to tY�is se�tio� will �e full co�npensation fo� a€I labor, �qui�arx�ant, rnateria�s, and sup�rvisi�n, il+�easuremen# ar�d Paym�nt �or #his se�kior� will be per f�ne�r f�at af kf�nch ex��va�te� wY�er� #he excavat�d mate�aE is han�#led �s a contaminated rr�ater�al, N� �ep���te payment will be m�[f� �or har�dlRng of �onkamEr���et! wa��f, vapor cor��e�trations, s�,mplir�g, sto�k��ling, et�. D1��3� ��AD1N�, TR�k�1���RTATl0�1, �#f�D DISP��A� �F ���1TAAf11lV�1��� �GlL fY�y1��L�rl� ���� ��5.r'L � ���� �� - ��t�������►� ����i�►�, ��r����'»�s This item has baen esta�tis�ed f�r the la�ding, trans��rtatinn and �1isp�os�C of c�nt�rnGn�fed soils 1n a�tate of Texas a��r�ved �iispo��l �tte (lar��l��lt) to f��r�Gl� �pec€�I w��tes 4j „ � .... ,�,.,„�_...; _,�,.,, ,.'.. �...,� , , . �, . , ;�, ,,,. ,�,..,, i. , ,.,:,,v p�o,�er loadrng, tran�portation anc� disposai of the mat�riaE l� a d�ssgr�at�� �ite an� th� q��n��ty �akabEisk�ad aa the �r�gineer� be�t e�t�ma#e o� �h� �u�a��tityr tftiat ma� b� r�moverl. Thas quar�tit�r may vary �e��r�din� u�on act�al condi�ions ��� testin� re�ult�. 7i�e u�it price b€d wi�� r�ot � incr��s�d �gardl�ss n� tl�� actua� amour�k o� r�raterial �isposed and ma� b� de����seH if � larg�r volume af:na#�riaG, than t�at ii�ted �r� the bid prop�sa�, ras�E#s in a unit co�� re�uct�an for di�posal. $, WA�T� MAlVIF��T�: Ar�y and all �an-ha�ard�us ���u�d an� petroleurn s�bs#ance w�st� re�nov�d frc�rn #h� site of g�naraiaon �r�d #�ar�s��rted far treatment anc�lor ciis�os�l must be accornpa�ied by� a� w�ast� �hk�ornent re�or�lr��r��fest deta�iing req�ir�d g�nera#of, transpo�te�, des�ir�a���n �r�d was#� descri�tRan Ir�arrnatian. �E�ese �esuE#s �r��y �ot �e urrftorm #�f�ugl�o�k the en#i{e s�te. For �11 pe�f�l�urrM s��s�anca vuaste, the wasts sh�pment rec�rtl ut��Rzed sha�� be t�e �hlR�� PE7��LEUM-�UB�TA[��� 1NA�TE �I��IDA�IET �Form TW��0��2j. The �ont�ac#�r shaN be r�sp�r�sible for of�#aGn���, orig�r�atkng ar�d mainta�ni�g mae�afes#s �C� accar�lanc� vu+tF� fedeE�l ae�d s�axe laws. T�e �o�tractor shal[ si�n fhe rr���ife�ts forms �s I�de�endent �ontr�c�af to t�e Dwr�er. f�# 1THflf�fZA�l��l �� �AY�A�N�' F�� R�fN�Vl�L 7�AN�F'�i�T A�i�D 7R�ATIV�EtJ� !���P�S�L �F V�A�TE� ��i ��l�TIhJ��fVf �3PQ�1 RE�EIPT �1� TM� �fV�IN��F� QF F�LL�' �OM��E�ED AND SE�hl�D M�NiFE�T FOR1V�� that ar� ir� ��r�emen� +nriih re���d �o �I'�e ty�� �r�d 2��ount of �+�ske �ern�ved frorra the s�te ar�d rec�eived #�y #he ir�atm�nkJdispasal facilit�r. The ��r�kr��#�r si�all imm��ia�e�y �esolve any mat�wf�s� discfepa��i�s. �om�i�ted hhanffest� sh2�lk b� rei�rned t� t�re �ity I�e�artment at ��tivir�n��r�ta� Man�gemenk u+ithirt 9� d�ys of sC�iprr�er�k. �. hAEASUR�ll��h1T A#�D PAYM�N�: P��+ment for this rE�m �Y�all k�e ma�#e �er i� ��ar.e cul�i� yar�J af contarninated soils th�# ae� I��ded, t�ans�orted �r�d dis�osed �f i� a� appmv�d speci�l d�sp��al sit�. iVo se��rate pa�r��r�t wEll be rnade far laad��g, #ra�s�ortatia� ar��i d�s�a��l of �or�tam�nat�d gr��rnl v�at�rs colle�te�; t��se ���#s ���sic��r�l su#�sid�ary to �A��7', PDT�NTiA��� P�TROL�l1C� ��iV�Ah�lhlAi�l] �ATERf�� HANDU�4�. �he �rop�oae� land�i�f s#�ala be Gr�c��d�d i� #ho ��r�#rac#�r's bid su�mitkal ans� a�prov�d b�r #he ��ty of Fo�t 3lV�rkh De��rtmee�t o� En�+i�ar�m�ntal �f�n�gement prio� to �or�tr�ct awa��d. �ontrac��r s#�a11 be r�sp�nsib�e far all landflll cosfs, incl�c�ir�g, buk r�o� I�mEtet� ko f2�r�dfl� fee5, t��r�spo�ati�r� costs and I�r��filf np�rato� ��uested ana�lyt�cal t�s#ing an�# waste �harac#er��atiar�. DA-39 R���[ RI��tAP - �ROIJT � �ILT�R �A�RI� �. �EN�E�L,: � . �eneral ��r�dit�on�, �u�p�emental �on€�ations� ap�licab�e �aq�ireme�ts of �ivision '� � �eneral Ftequirements anc# tkfe �lnrt� �entra�l Tsx�s �o�nci� af �ove�nme�ts (iV�T���} �tandar� �pecificatia�s. ar� h�reby m�da a part af t�is s�cti�r�, �. 'This it�m shaCl govern for the ir�sta�Ea�Eon �# rack rip�ap o� t�te varro�s si�es �#�owr� on the pians. � r��o� A��-�2 PAF�fi D�4 �AE�DtT[��l�L �P��I�IL ��C�D�'�[�I�� �. �. ��s��ry ��k���tr�: �. Tl�e ta� a� tl�e rfpr�p rev�#m�nt shall be ��trenched €n sfabGe c�anr�el �ottams. ff the ch�r�r�e€ �a€#a� �s not stable. the desig� shall ir�c�r�ora�e �ther rec�urrefne�#s n�e�led #o sta�il��a t�r� rev�#�er�t toe. �, 1`he ch�nn�t s€de slo�O� s#�all be as �howr+ on th� drawi�g�, 9. En�ineerir�� fJlter fabri� m�keri�l shall t� ��ac�d �,�de���at#� #�e ri�rap. 4, F2iprap s�afl exte�d �p �he }�ar�k #c� a� eE�vati�n ►ar�er+� v�g��atio� will �ro�r�de adequate protectEan. �ee cross sections, �'R�}DU�T; 1, Ft]F��AP MA"CE����,; �#cr�e fvr rip�a�C ��ta11 b� �urable ar�d �f a s�+itabFe quality� t� ir�sure perma�ence ir� t�te st��,ct�re. it �h�l� be free �rom cr�cks, s��m� �r�� oti�er defec�s �hat +r�u�c� tend tv Incr�a�e cf��erio��tlor�. R�ck skraGl #�e reas�nabl� weaE g��d�d b�#we�n tha fo�lowi�g prescrrbed lirrtilt�: 2�'� Ripra� � �,� l�i�rap Siev� Si�e ��a�aare M�� 24 I ncfi� � 8 incE� '! 2 �nck� G �r�ch Si�ve Siz� �Sauare IU��sh� 9 8 fnch 4 2 ir��h 6 inch 3 inch Pe��ent P�s�inq �0� �Ow9� ��-�.5 0-�� Percer�k Pa�ss�r�❑ 10� ��-8� � �-45 0�1 � �. Ft��R,�P 1NEICHT: VVeight �f r�ck s#�aal b� orre h�ndred �i##y five p�unds �er soi�c� �ubic f�ot (min.) cal�ula�ed �rorr� �he ��Ik sp�cifi� gravi#y (saku�ata�f �urtaca �ry�. �, FIL�R FAB�21� BLAhJFCET: A�p�'��+ed M�nufa�turer: C���i�:�,l ��:��1�� rf► ��] . �upac - I`€eavy �rade 81Vf� (UV} + Trevir� 411l��� • At�7oC� �5�3 + or Ec}ual Haav� ��ade a, ���lE A��R��ATE; Fine ag�regat� For gro�,ting m��c sh�ll cansisk af naturaa sand, m�nUfact��r�c� sand, ar a c�mbinat�o� o� natura� �r�c� rnar�ufackur�d sands. 7he g�adin� and �ni�orm'rty of tE�a fine �g���ate shakl c�n�orm ta th� follovu�r�g r�qui�em�nts a� de�iv�r�d �o t�e m��cers: r�r2� A�Cr23 P�F�� DrA �- A���Ti��11�L �I���f�4� ���fE3iTI�R►!� � ��ev� D�signataon, U.�. �tandar�f �a��re MesY� 3�8 ��. ��.b mrr�� �la. 4 �4�.�'� �nrr�j �Jo, 8 {�.�6 �nrr�) #Vo. 1 � (1, � � r��rt ) No_ 3� (�0(3 ���r� fV�. 5� (30� �rrr�� No. 9�0 {7�� urtt} EX���TI�iV; 1, ��N�T�k��TI�fJ: i�ermissible Li�'nits �erce�t bv 3N���ht. Passins� '� 00 95 - � 00 �0 � �5 55-7'� 30�6� 9�-�� � - "f � a. The c�anr�el side sfope a�d th� tae e�ccavat�a�+ �hall be �repar�d to �ne r���i�ed li�es and gracies. b. Filter fabrGc ar��i ripr�p sha�ll b� p�ac�c# in su�c�ssEon #a #he r�quir�d t�icknesses a�d �I�va#��ns, Ripra� sh�ll be ha�d plac�� �rou��d �tructures to prevent dam�ge t� ##�e ��Eu�tur��. �. ��l�rtA�.LF�ITI�IV �� T�#E F��T�R Ff�BRI� {���T�X�'f�E}: �'h� geotextfle s#�aH be ��acec� ir� the manner arrd at the locations shawn on t�e drawir�gs. At t�e #i�� of i�sta�fati�n, #�� gea#ex#�fe shall fo� re�e��ed if it Y��s de�fects, fi�s, F�ol$s, #la+�r�, d�t�riar�tian �r r�ar�a+�e i�c�r��d clurir�g manuf�cturs, k�a�ns�ortation or s#aEag�, Tfn� surface to r�ceive �h� gsotext�fe sk�ali be pre�a�red fo a rr�la#�vely sm�oth c��tditian �r�e �� o�stt��#ions, �epressions, c�ebrl�, and s��t o� louv d�r�si#�r pock�ts �f rnate��a�. �t�askon feature� su�E� as ralls, �ullies, e#�, e�7ust �e �r�ded ou� of #t�e surface �efo�e gaotextil� piacerner�t. Th� g�otextile s[�ail be pjaced with� th� tong dirn�nsi�n p�erp�r�d���lar t� thre �er�t�rltn� o� tha ch�nr�e� and la�d sma�#� �e�d free of ter���o�, s�ess, #ald�, wrir�€cfe�, or creases. �`he s#r�ps shall be pla�ed to pr�vide a rninimurr� w�dkh �f �4�inches o� au�rCap for ���h �oin#, T�m�orary pinn�ng af the te�tile #o help h�ol� it �n p�ace �n�il the rocfc ri�rap is �lar�d. 7`he �em�o��ry pin� sh$I� be Ternoved a� th� r�prap fs pfa�ed to relieve #��gh t�.r�sile stress u�hich may �ccur d�ri�g p�ac�m�r�t o� material �n th� g�atextile. The s�eci�i�� ��acement proc�d�re re�uir�s that the leng#� of the �e�t�xtil� �e �reak�r #han ths a��ual �lop� I�ngth, �'he �oniractor shall �djt�st the acf�al Ier��Eh of #ha ge�textile used based �n inikia! i�stallata�n sxp�rience_ The �e�vtexEile �h�ll tx� �eotacted �# all #frn�� duri�g cor�struc��on fr�m ��n���ir�at�on t�� ��rfac� r�noff and ar��r ��atext�ke so co�tamina#oc� shall �e rern�ved ar�d re}�faced with unc�nt�rti-winat�d geatextil�_ Any geotextile c#am�g$d d�r�r�g �ts i�staaFati�n or dur�t�g p�ar.ament a� r�pr�p �hal� b� r���ac�d i�y th� �onte�c#or at no cost #o ti�a ��n+�er. Tfn� war�c shalC �e sciti�d�,led so tl�ak th� cov�r`rn� o� #�a geo��x#a�� wit� a lay��r of tMe sp�c��iad rn�#�ri�l �s accamp�Gsh�� w��hin seven (7') �alendar days a�ter pfece�n�nt o� the �e�te�cti��. �aMlure ta compfy s#�a�! req�ira ���€a��m�nt �f g��t�x#ite. The g�ot�xtile s1�a�l #�e pratect�d from d��age pria� k� �r�d du�ing the �lace�nent o� rac1� r�prap, Bei�re plaoeme�r# of g�bion units, t�e �or�tra�to� �hali demo�s�rat� that #he pi2tcemer�t ke�hr�it��� w�ll prever�t d�mage to lY�e �e�t��l�l�. In no c�se s#�all any t�pe of eq�ipm�nk �e allawe� �n th� un�ra��cte�l �eot�xtile, {a��qvpz �ASC��4 - ���fi�� -����r����� �������.��n�aifii�rv� �. F�IPRA� PI..A�EA+1�N�' Stane �or rip�a�� shaEl be p�aced on th� fil�er fabric #�lar�ket in s�ch s m��ner �s ta �roc�uce � re�son�bGy well graded mass of ra�C� wiki� t�� ,,,�,.,,,..,., t,,,..�s.,..� ,���. r..��...�,�,_.�. .,� ..,,t„� ..s���. ...�,.�� i.1_ �.4.�IJ-.rLIL1ir44.4 t._t_._, .���_ ���.�.��ii�,,[ #ol�ra��ce t� #h� I€nes anr� gra�es shovu� on tf�e d��wings. Then �n�er�t of tk�ea� �pac��i��tGor�s is to rer�u'rre pf�cement �f r�p�ap #o the #I���kr�ess shown �rrd to �liow isolaked �tan�s to extend �s much �s six fnches a�ove grac�e. #�iprap shall be placec# to its fu11 cou�se �h�i��c�ess at �ne op�r�ti�n an�t in �ucl� a�nann�r as t� av��� �i�plackr�g #he fa�ric. T�e farger stones sh�all �e �rell �ist�lf�ute� an� #he �ntire mass of �tar�es Fn their fi�al paslti�n shall c�nform �o the gr�da�ion speci�ie� hereinbefare, The �nisl�ed ri�r�p shall be �ree from ob�ectaonab�� pock�ts of s��akl st�n�s ar�d c�uster.� of largef sto��s. Ths �IesEre� di�tri#�ut�oe� �f #F�e �+aria�s sfzes o� stor�es #hraughout the mass shalM �e �b#�i�ed bp sel�ctiv� Iaading of the m�terta� a�t �F�e �U�ff� 0� O�II�f S�i1fC�, #�y cor�trolle� �iumpin� of suc�assi�r� 1oar�s dur�n� fir�a� placi��, �r i�y vther m��h�ds �# paac�ment whici� wi11 pr�d�xc� tl�e �pe�ified ��sults. F�earranging o� in�ividual �t�nes, by m�cC��r�ic�x �qu�pment or by h�nd will b� req�ire� to #h� ext�n� nec�ssary fo �ritai� a r�asonabiy w�ll �raded €Eist+�ib�atian of $tor�� sp�ci#�ed above, �'he �ontractar shall mair�tarn t�� riprap �rotecti�r� unkil a�ce�ted. Ar��r mat�ria�l c#isplac�d b� an�r cause �hal� b�e repiacad a� his �ros#ar� #o t�e Il�es anc� grades sk�ovur� on tn� Drawir�gs. �. �R�U�' PiA���'l�k��: �rou� shalk be �orr�p�se� of cernent, wate� �nd air-e�rtrafn#ng adm�x#ure and san� mixe� in the pr�portion� of 'I parE of Portland c�rn�nt t� 3 part� �f sar�d, su�fc���t water �� procfuce a u+�rkabl� rnixtur�, ��� #h�t a�our�t �f admixtur� Vw+�l�h wlll �h�falC� SUfficie�lt air to p�odUce dUrable gFOU�, �s ���ermir��d �� th� ���INEER. �an� for �routi�7g shall cor�forrn ta t#�a requi�eme�ks o# �aragr�pl�: FfEU� A��RC�ATE, Tt�e g�a�,# shall k�� mixed �rt a concrexe m�x�r in the m�nne� s���i�ed �or c�ncrete �x�ep� tha�t #he time of rn���ng sh�ll #�e i��re�s�� to that r�ec��sary #o �rad�c� a rr�rixture h�ving a�o�si�ter�cyr st�ch a� to parmit gr�vity fl�w ir�#o the interst�ce� �f t�e r�prap wi�� #he I�eip of rimited spa�Gng �r��i �r��mlr�g. Ti�� gr��t �h�lf be ���� ir� the worJt v�ithir� a{�erioci of ane �1) ha�r a�ter �i�c�r�g. I�etemparle�g �F �ro��d will �at �e perrnit#ed. �i�r�p s�all not be �routec� wh�n tl�e ar�b�ent t�m�ar$tur� is foe�ow �5 ctegre� �. or a�ove �� cf�gr�e� F. unless �ppr�v�d by the ��i�liVE�R �n u�riting; �or w��n tF�e �rc�uf, vvi�ho�t sp�cEal protect�on, is Mikely ta ba subje�#ed to free�in� temperaf�res befare �inal set Yras o�c�r�ed. Prrof �� g��ut�r�g, all surfaces of ripfap �h�ll ba w�tted. 7he r�prap si�all be gr�u#ec� in successive lon�i#udRnal s#fips, appr�xlrrr��ely 10 fe�� €n �ridti�, camme�tclr�g �� the lowe�t strip ar�d u�o�cir�� u� tha ��ope, �rout �hall be �rought to ti�e p�a�e of finaE ct��os�t by ap�r�v�d r��a�s, ar�d I� r�o case will �r��t t�e permi�e�l to �i�w or� #�e ripr���ed surtace a dista��� �n excess o� 'I Q�eet. �mrn�€iiate�y afier ��m�ing ��� bat�h af grouk, �� s��ll be dis�rlbut�r# aver t#�� �urfa�� o# the s#rip by #he �s� of broorns an�i the �r�ut worked intc� pla�� #�eiwaer� stones urit#� suital��e s�ad�s, trowels, or vil�ra�in� ec�uiprnenk. A� a���al o��ration, the �ro+�t s#�all #�e r�mou�d from #�e to� surfac�s a� the ��Oper sto�es anc� f�m �o�1��ts a�nd �ep�easians in the surface of th� sto�ye prote�kiae�. �fker compfetion of a�y skr�� as s��cifr�d, no workrr�a� or ar�y a�ad �h�la ba perrnEl#ed or� the �to�ted �urta�e f�r a�erMod �f �t J�ast �4 ha�rrs, The �ro�tte�# surface shal€ be protec#ed irorn rakr�, flowin� wa��r, and meck�ani�a� ir��ury, 7he surface ���GI grout�d �ipr�p sh�ll �e cur�d �y keeping tha surf�ce ao�tinuou�iy wet far a per�od �f not les� t��n 7 days. E. NJ���UR�M��J� A�ND P���AEf�T ��a�� �5�-25 P��� �A� � �I���T����IL �P��IL�L ���li�lTl��V� FI�.T�R FA6�1�: F'ift�r fabr�c will be m�a��,re� by the sqt�are ya�d for �x�aterial use� incl��iing #�rat re�uired at ��e� and khicltenet� edc��s of riprap. P2�y�-rent f�r f�lter f�bri� ,�iii L��.. ii �J.{4. ., lil�. 4,4f�.ii .,.� i� .i• ��iiL � �i.�. _vli�—i�_ ��iit, s.iiih.ii iii.,i•..�.v ��.i {_�I..+J14� i... �til� mate�i�l, �nd all rnstaElatian costs �n-�lace, co�np�ete, �: �T�fVE RIPRf�P; �tor�e (rock) fipfap wi�l #�� measUre� t�� the cu#�ic y��cf �+sin� ac#ual plar� dimensror�s. Faym�e�t f�r �pr�� wi�� be rnad� at the c�ntra�� u�i� �rice �et c�,bic yard v�+hi�h 'rncl�+�ies al3 p�ar�#, labor, rr�at�rial, �nd installa#i�r� c�sts in-place, comp��te. 3. �1���17`: �rout €or �ock ri�rap wili b� rt�eas�re� by+ t�e squ�re y�rd using a�tual plan dirr�ensior��. Pa�ment #�r grs�u� w�kl be r��d� a� the cor�tract �r�it �rice per �a�ua�e yar� whi�h incl�des all plant, lab��, mat�rial, ar�� ir�stalfat�o� �usts `rn��lace, complate. DA�O CON�RETE RIPRAP 'i ���E#�A�: Fhe follawing st�alk go�rerr� t�te fu��i�hing and pl�cir�� �f �o�cr�t� ri�ra� a� sh��wrx on tho �1ans ar �� clire�tecf �y tl�a �n�rnee�. � h+4ATEE��AL,�: �ancr�#e �or r€�r�p shaGl b� pla��d Mn 2�o�ord�rrc� wa�h tk�� details �r�d to ti�s �1ime�s�a�s sh�wn on th� �lans or as esta�fi�hed #�y th� �ngir��r, Unl�ss otherwise sho�r� nn tha plar�s, cvn�rete ri�ra� shall b� r�inforce� usi�g wire or �ar reie�f��cement. �� �o�,c��te sr���� t� �o�o ��r �� �� ����, �$�ss �. V�ire re�r�fo�c��ner�t sha�k be s��c {6) �y six {�} �r�c� No. � plai� �fe�l��c �re�de� t��inf�rcin� fa�bri� �r its �q�al. A rrki�imur�� Ra� �f si�c ��} inches s��l� be used a� a!I splices. f�t #i�v sdge of fhe ri�rap, khe wire fa#�ric s�afl not t�� l�ss th�n o�� (1� inch, no ��r� #���� t�ree {3} inch�s from the ec�ge af #he �a�rcr�xe ar��i ��aa! ��u� no wire p��j���fng #�ey�r�d the last m�mb�r pa��l�ei to tF�e ed�e of x�e car��rete. R��n��rc�mer�t sl��ll be supparte� �roperly #h��ugh�ut th� pf�cement to rnair�taln wts �ositfor� e�s�id�stance fram the tap �nd bott�m sur#ace af �he slab. If th� sfo�s a�d �ottorn af t�� tre��h for to� w�i�s ar� dry an� not ��nsoliciatec� pr�pe�ly, t�e �ngEneer ma�r re��ai� #he e�ti�e aEea t� �e sprin3clsd, ar s�rinitlec� �r�d cot��olidated #�efore tfi�� cor�c�ete is pla��d. A11 surfaces st�ail �e rr�o€st wh�n c�nn��t� is placed. ARer t�� cor�c�e#� 17as #�en pla�ed, compa�#ad, ��d $i��p�ri t� c�nform t� #k�� dirn�r�s��ns shown on the pta�ns, �n� aft�t ft C�a� ��t suffic��ntiy ta avo�d slumpir�g, the surF�ce shail �� fi�isho� w�th a w�ad�n �3oat to secu�� � re�sa�abEy smoat#x s�rface. 3. PAYhA��1T: F��yrn$nt t�r cortcr�t� rrp��p rn plac� shall b� mad� at th� �nit �rice bid Fn ti�� P�o�asal multipl�ed b� �he ��antity o# materaal �ased. Bfd �rEce will b� fu11 compensa#iar� for plac�ng aIC materi�ls, �nc� �ar alE la�bvr, #ools, �q�ri�r�e�#, a�d inc�der�tsl� r�e�es�a�y to aornplete t�a wo��. Paymer�t for �11 n��e�s�ry �x�a�ra�lor� b�law r��tural g��und, a�� bottom or sfa�� �f �he ��cca�at�ci cl��nr��f u+�il b�e i�c�ucferi �r� th� �Id price. ��-�� �o�v���z� ��r��t���� Ri�� �a�a �a�r��s �1D1" ��ED ���v4z AS C-2fi l��F�'T Q�1 � ADDITI��l�IL �I���IA�L ���V�IT���� DA-42 ��N�R�TE PIPE �I7TIN�� J�P1D �PE�IAL� N�T US�D 1�,4{43 UF#�L.ASS1Ff�D STft��T ���A1fATI�N �l�T US�13 DA,4�4 6" p�F��ORA7€� PIP� �US�RA4N EV�1` USED D�4�� R��L##��MENT OF �" CONCRETE SfDEUYA�K�* �V07 US�� D�4-46 RE��MM�ND�D �EQ�JEN�E �� ��NSTRU�TI�N NOT 1���� Q�1-47 P�IVEfiIlE1�iT REPAIR IN PARkCIN� AR�A A1�T U�ED DA-�38 EAS�hA���'S AND F��FtMITS Easernen�s �nd p�rmi�s, both tem{�orary an� �ermae�ee�t, have �eer� ��cured far thls p�oj��t �t th�is tirns and mads � part ther�t�_ i�ny e�seme�#s andfor p�rmi�s, b�t�r t�ranporary a�r�d p�rmans�#, #hat h�ve e�o� b�en ob�ain�d �y #h� #Ime �f �r�blica��or� sha�ll b� secured f�ef�re �on�truct�on s�ark�, t�a w�rk is �o b� dan� ir� �r�a� rec�ui�ing easements a�r�c�lor pe�9ts until the ne�essary e�asements are obta€ned. The �ontracto�s a##en�lon is dit�cted to sh� �a��me�t de�crlptian ae�d permit requ��ements, as �ontained h+�rein, along w#th a�y s�e�ial �o��itio�s t�at may 1��ve been imposed on #h�s� eas�rr�ents an�l permkts. 3lVE��fe �he �ipel�ne c�osses �r�v��ei� o�rr�ed pro�erty, #F�e �aseme�ts and �onst�uction a�eas �� shawn �n th� �I�r�s. Th� e�s�rr�ent� sh�ll �e �I�a�ect �p al�a� use and r�stored �o �h�ir orig�nal ��nditi�ns ar batt�r, ln the event atl�itionaE v�r�rk room �r ac�e�s Is r�t��kred �� #he �ontra�tar, �t sF��il t�e the �ont�a��or's re���r�sibllit� to o!�#ain writ#�r� �ermisaian from the pr�p��ty �v�r�rers invotved far #i�e use a� adc�itiona� property re��ir�d. h10 2�ddational p�ym�nt w�l� be allowad f�� th�s �ter�. ����-�������l��s�;�i�.��!���i��ifl� ��� �*� T�e Texas D�pa�trn�r�t of Trans��rta#ion r�c�u�rements per#a�nin� to th� cor�stru�ti�rr nf thi� project ar� encEosed her�in and rnad� pa�rt of these s�v�ifica�i�r�s. bA-50 CON�R�T� ENCASEhA�fVT �o�creke encasar�ent �hall �ae �lass ��'k��0 psi) c�n�rete ar�d f�r sevuer I�ne �ncaser�ents shall ca�rfore� to �ig. ���; for w�#er �kne encaser�rer�ts it shafl �n�o�'t�t t� F��, �� of the �er��rai �arx�+a2 ASG��� PAI�T D�4 - �►DDIT1�1��4L �����A�. �C��VD����I�� ' �or�tract Docum��ts. ��quirem�nts �or s�a�� e�case�nenk a�e �pecafi�d in ���tfor�s E'I-�� a�� ���2� of thr� ��r�eral �ontract �acum�nts. Paym��t for work such as farming, pfacin�, �nct fin�shi�g includirrg a�ll Rabor, �ools, equ�pme�t �nd r�a��r�af r�ec�ssaiy #o c���plete #h� work shall b� in�fudetl in the lirre�r fo�# �rice bid For �oncre#� �n�as�ment. D�1-S�f ��NN��TI�� TO E�iS�I�J� �T�U�TURE� All conr�e�frons �efw�en pr�pase�i and exiStin� f�cilitre�, sh�ll consist of a��raterkight s�al, �or��re�� u�ed i� t�e ���n�cf�on sh�El be ��a�s A{�0�� psi) c�n�rete ar��! m�et #he re��ir�rr�er�ts of ���#�on E'E-�� and E�-�0 of the �e�era� �ar�t�a�# Doc�m��ts. Prior Fa co�crete pla��rnentr a ga�l�et, �AlN-�leEc or a��roved �qua� shall b� ins�alJ�d �ro�nd ���#r�tir�g ptpe. Payme�# for au� work �s cor�nffcting to �xisking fac�lEt��s incfudir�� a�ll I�bar, tools; equipma�#, arrd rrra��rial nace�s�ry �o co�nplet� th� �r�rk shali be ir��lu�#e� �n the lie��ar foo� prica o� #�e a�propriat� �f�� BID �T�1�. �1��� 1'URB� ME�`�R 1N�TH lll�lll��` Al�f� BYP�4�� IhlST�4�LAT�ON i�OT U��D D#�-�� OPEhf FIRE L��IE I�1�TAL�JsIT�Ui�$ I��������� ��� � �s��ri{I:�l��:��s�i ��� � �xi�� �L*]ii NOT US�CI DA�"s CUI�B �N �ON�I�EY� PAl1�1YlECJ7 NO7 4JuED DA�5� S�i�P �RAWMh1�S 1. Submit sev�r� {7} ��pies �f sho� drawings, I�y�uts, rnar�uf��#crre�'s data a�d materi�l sch�du��s as may tx� requir�d b� the EngFne�r �or #�is �'ev{aw, �ubrnittaRs ma�r ba �h�ck�� by ��,d stamped �vith the approu�l �f the �or�t�a��or anaf i�i�ntafi�d as ifne Engi��er may requ'rre. �uch review by �he Ert�ir��er shaU inc�ude chec]cirr� f�r general c�r�fo�mance wit� �k�e desi�r� c�nc�pt of t�e }�f�j�ct �nd �e�e��l c,�mp�Ea�c� wit�r inforr�atEon give� in �F�e �ena�al �ontra�t I�o�umen#s, �ndi��t�d ac�ions by the Er�gine�r, which rrkay resuit fro�n his �suiev�, s#tall �ot cor�s�i#�te can�urre�ce wit� an�r d�vfa#ian fram the p��n� and spec�fica�tions ��Ress �u�h devia#io�s are ��e�i�c�ll� ide�ttifke�i by the mekhod tlescril�ed b�l�w� ar�d further shall not �eli�v� the �ontractor of responsi��Eity #ar etrars or �mfss3ans in tl�e �ubfn�fted rfat�_ Pro���s�d �f�ap cfrawing su�m�ltaJs are nat change arc��rs. �`he purpo�� of submittais by ��� ���trac��r �s to rl�rnonstr�te �f1�# �he �O�fra�#of Uf�d�rSlan�B #h9 d�S�grl cO�tC�pt, and that �� ciemonstr�tes hfs un���st���irrg b� ir�dic�ting whi�F� e�uiprne�t ae�d materiaf� he ir�ter�ds t� ��rnish �nd irtstaClr a�d b�r d�t�rling the ��br�ca#ior� a�nd ir�stall�#i�� methods h� in#er�ds �o us�. If �#evia#ions, di�cr�pancies or �or�Plfcts b�ekwe�� s�bmit�a�s ar�� #he cie�i�n c�rawings ans�l�r s�cfflc��i�ns �re drs��ve�ec�, �ither �rior to �r afk�r ��bmrtEaFs ar� p�or.��sed, t�e design cirawln�s �r�d �pecifications shail ��vem. �he � a2�rv� �4��-�8 PART DA � ADDIT���IA� ��PE�1�4L. ��ND1T1��� ��r�#�ac��r shall be r��po�rs�fol� f�r clirr�er�sians whic� ��e �o be �onftrmed a��d corr�la#e� �t the job �it�. �abric��ian proc�sse� and techr�iques of ��nsk�ictiarr, �oor�kn�i�or� �f h�� +n�ork with that �f ,;, ., ,. _ � __ , „ , ;_. , �, , ., „ , „ . �.,, .... , . ,_ , , . ,. �. , . . . „ , ;s , 'I measure��nts anci ��view subm9ttals pri�r ta k�eing submitte�, a�� sign �r �n�tial a stat�m�r�t includ�c� �lt� the sub�Gk�al, w�Eck� signrfGes �orrt�lia�ce with pjans �nd s�ec�fic�#iar�� anci dlmenslo�s suifal�Ee far t�e ap�fic�ti�n. An� ��uiaki�n frarn the ��ecif��d crite�a s�+all be expre��ly s#ated in �uritin� ir� t[�� s��miktal. 3hre� {3} c�pies of #he a�pr�vsd s�bmii�a�s shail be re�aar��d by the �antra�tor �r�til completi�n of t�e �ro�eck �n�i preser�#ad #o tY�� �iky �r� #�ound �ar�n. �. �k�o� �rau�in�s shal� be s�t�rrtiitked for tk�� �aElov�ing ite�s �rior to i�s#aEl�ti�r�: �.ist tF�e r�quired su4�mFktais h�re �1�dition�S s�op �Irav�ing r�qt�irern�r�ts are �escr�be� i� sam� �� k�e rrtat�ri�l s�ecifioatlons. �. f�ddress for Subrr7�i#aEs� - The submit#al� s�all be ��dt��ssed to t�� �hief Desi�� Engineer: Johr� 8oyer �i�y oF ��r-t 1N�r#h 9�� Nlanrae, �ui�e �f�� �o�tl+Vorth,Texa� 7fi�0� bA-�7 �O�"f BI���#�{�OW�i Ir� �rd�r t� establis� a bas�s �p�n whacY� �a�tial p�ymen�s to the �ontra�tvf may be �uthorE�ed, Gmrne�€iately af#�r �xe��ti�n o� the cor�tra�t tY�� �antractar �h�ll f�rnish a c�etailec# co�t �Oreakdown af h�s car�#ra�k pri�e arrange� and iterr�Jzed ta meek #hte �ppr�val of the �ngi�eer, DA-�8 �TANDAftD STR��T �PL�I�l�A71�NS W.1�1.�4,�. �V�l��AY hl�T L�5�€] D�4-�9 H.M,�I.�. M�RE TH�IN 91[V�H�� D�EP k��T US�D D,�-�60 ��P�IA�7 �}Ri11EW�41� REPAER N�T U��D DA�B1 ��P SQI� �#�ere d�rect�d by the �ngineer, top soil sh�ll b� a�plke� in acc�rd�n�e wit� #�e �ity aF Fork V�lar#h Trar�s��ortation anc� P�rbltc UVorks Dapartmenfs �tar�da�d ��ecificati�ns for �t�eet an�1 �toern Drain �onstructfon, �te�n 1�6, ��cce}�t �s follov�s: All I�b�r, e�uiprnar�t. to�ls �rttl tncider�tals sY�a�l �e ir�cluded Rn the s�uaEe ��rd bad pfica #ar flie ��p s�i�. DA�B� WATER 11��i�R Ah1D Ih��TER B��C FtEL���0.TI�N AND ADJI��TI�I�fVT N�T USED �or��roa - - - As�-29 P�►F�T D�1, �I�DIT����IL �PE���IL ���C�IT��3hl� a�-s� ��o �u�r�rirr�� • M1 }�I ..�i �i�l i4,.� ..� �. . ili �w1i.�., li. � I.�. I� . LL.t_ �'i .�. �.,. �. i i i �.il i.��..i I, i+. i . i �� t. I�.I I � I. �� i ii� L I s-'. yvL LI I act�a�l quan#Ities, There �s �o Eim�� ta wh��h a b�� ite�n aa� b�e inc��as�d or €lecreased. �o�kra�t�r s�alC n�k b� ��tit�ec# to r�r�e�otiation oF unit prices regar€li�ss af �he f�nal measured qu�r�t�xi�s, To th� exter�t fF�a� G4�4.,3 �or�fl��ts with this ptovisi�n, this provls�on ca�+trafs. �ia c�airrt wkll b� �onsid���cf #or Iost �r an�fcipak�d proff#s ba�ed upo� diFferer�c�s �r� ��timat�� q�antities vers�s actua� q�r�nx3ties. 1� par#icu��r, �f�e �o�tr�cto� ahall b�r aware tha# tt is #t�� �i�y'� rnt��t�on tha�t the q�aar�ti�€e� ir� Ur�it I b� used o� an "e�n�rg�ncy,� bas�s on�y. 1'otal q�antities ��ven in th� �i� ptop�sal may �at reflect act�a� �uarrtit��s; hc,uvever, th�y ara �iven #or the pu��ose of bi�dlhg ar�d ewaEd�rtg t�e cor�tract, � c�n��act i� t#�e amourtt of $2�0,��� (s�e ��kions to R�r�ev�} �h�li be awarded w�th F�r�ak paprr�enk I�a�sed on a�k��l rneas�r�� qt�antrti�s �nd �h� untt p�i�e b�d �n th�s �ro�osa�k, P�+lor�ove�, there is t� l�e no! lim�t �n t�� variatlor� b�tw�er� tl�� e�#ima#e� �}�ant�t��s shown ar�d act�aal q�a�ti���� �eriarmeti. Ik ks ur�cf�rs#o�d arrd agr��� #k�at #1�e scope �� wor�c c�ntemplated in th�s cor�#r�ct �s that which �s desi�nated �� t�� �ft� bit wi�l in rtot cas� excee� $200T0�}0 (se� �p�ic�ns �a Rer��wy iflcl�dir�g a�l c�ar�ge ortfers. DA-f�4 WORFC IN iiIGHWA1l R��HT Q� 1N�4� lrlfher� tF�e �ngrnee� d�rects k�1e �ontractor to ��r�o�m w�rk in #he ri�ht�o��way wh��� is ur�de� ti�e j�risd��tior� af t�e T�x�s �ep�rkment of Tr�r�sport��i�e� (��x-�o#�, the �o�ttac#o� st�all o�ta�n a�prov�i �r�m the T�x�s �epa�Eman� of �'ran�p�rtatian #rior �o c�mm��t�ir�g �ny work th�reir�. All w�rk perfiorme� in tl�e 1"�x�D�t right-of�way s#���� be perforr�ed ir� cornpli��ce vu��h a�d s�bject to approua� f��m the Te�c�s Depar�mer�t �f �ra�a�o�ta�i�n an� �tem ��-�9_'� "�onstr�c��or� Wft�ir� H�gh�va}r R€g�l#-of-INay,� �f #i�e �enar�C �on#rac# Doc�rrrents ��� Speci�i�ak�ons, �ffectiv� J�al�r 'f, �978, �s arr�er�ded. DA-G5 �FkU�H�� 111�1��7'�N� �FL�X-81�1�E� �rushed �imastan� �aqu�are� f�r u�e as a flexi�le b��� mat�rFal �ha�li c�r�form t� �p��ificati�n It�m f�o_ �08 �� �F�e S�ar�dard �pe�i�cations for Sfrt �t ar�d Skorm I�ra1n �or�str�c�Eon f�� the Ckt�r of Fart 1ltifarti� 7r�nsp�rkatian and P�blic �Norks �epaekment, #}�-�6 �AT�ON TO R��J��N �h� �i�y has #F�e rGgh� to re�e+�r this �ont�act �or t�r�e {�} ane �+ear t�mns�ex�er�ditur�s of ���O,�OQ ur�de� the sarne t�r�s, car�ditic�ns, ar�� �n�k prices, TF�e �i#� sh�ail ��va at la�st sixtV {GO) d�ys r�otica priar ta ihe e�cpir���oe� oF �ne y��� fram �he dat� of ��c���ti�n of this c��tra�k �r of an bption #�eriad ar a lik� notice �t s�c� time aa th�re is less ti�2�n $�0,(��� lef� tie�exp�nded. DJ�-fi7 N�h1-EX�C�.��IIl� ��h�TRA�� �'�i� cantra�t is no�-excfu�iv�. D�eing th� t�rrn �f th�is cor�tr�ck �r any renew�l hereof, �he �ity r�serve� �F�� rig�rt to �dverti�e ar�ri �w�rcS ar�otli�r �oniract for lilce or sirnila�� wnrEc. If � sec�nd �orz�tr� �1SC,3o �1��T C�� - ���]l'i���JJ��.,. �P��l�1L ��I�C�ITI�IV� �or�t�a�� �s �w�rdad, t}�a �ity f�rk#�er r��enres the ri�ht to is�ue work or�l�rs �rtd�r eftk�er contract as i� cEe�m� in it� best int�r�s#. wi#ho�at r���u�s�, DA►-�OB CQEV�REFE 1f�kLLE1l CU'FT�Ft [��7 U��D D�4-69 TRAF�i� BUTTONB N�T US�D D#�-7'0 I�AVE#�I��JT �TR�PI�1C N�T U�ED D�4�-71 Fl.Nk.A.�. T��TI�1� PFt���I�IJFt�� The aor�tra�tor i� ����i�ed t� s��mlt a M�x Desig� for b�tl� Ty�� "B" and'�D'� as�l��lt t�rat u�iEl be ua�� fc�r each pro�e�t_ Thi� shouf� iao subrnitted at th� Pra-�on�tru�#+an �oe�ter�r�c�, ThE� ��si�� sf�a1� no# �� rn�re than two (�) years �ld. Up�n submitE�� �� t�e ���i�n mw�c a Marsha� {P�oct�r} waGl �e ��1c�lat�d, Jf one �ra� r�ot ��en ���viausl�r �alculat��, ��r the use dur�r�g d�nsi�y t��tin�. �o� #ype u��� asphalt a rnaxim�rr� �f ��°1'0 ��� may bs t�sed, h�o Rap rnay �e �rsad in typ� r �u Upon appr��rai of ar� ��phalt mix d�sl�n and ##�e calcula,tior� of �I�� Mars#��I (proct�r� the contracta� is a���r�vec� f�r plac�rne�t of t�e �sph�lt. �`ha �ar�#r�cto� s1�a1� cor�tact #he �ity Labarakory, ##�rat�gh ti�� ir�spect�r, at leask �4 hours in adv�nce �# the a�s�h�lx p�acernent #a s�#��dule a t�cfnnicia� to assis� i� tE�� mo�iE�rir�g of fhe n�mb�r af �asses �y a rol�er to es�ablish a rolli�g patt�rr� that wi]l provid� ##�� re�u�re� cier�s[k�es. Tk�e rer�uiE�d Der�sEfy f�r Type "�.� ar�d for Type ���" aspE�al# wiEl be 9� °�6 0# th� cafc�a�a�ed h�ae�haJ {�roc#�r}. A�r��cl�r �hin L���r �a�ge v�rall be u�e� for a�l aspnalt #estrn�. A�ker a rollkng pattern is establishe�l, dens�ties s#�ould be ta�er� at loc�tians �ot t�r�or� th�n ��� fe�t ap�rt, Th� above ��yui�ement a�paE�� tn both T�pe "B,� ar�d "D" as�ha€t. �ensit�es ar� #�pe ,�B° rn�st �e d��e before Type �.D° as�ha�k �� app�i��i, �ores to dei�rmine kk�icEc��ss of �'ype'�B" aspha�t tnus� b� tal�en before Typs "p,� as�hait €� a��la�d. U�on c�r��la��on of th� ���li�a#i�n o� T�pe .,D" as{�ha�# adc�itfonaa c���� r�nus� be iaker� t� dete�mie�e the �ppl��d #h�ck��s�. DA-7� �PE�1�1�#�T��iJ R�F�RENCES V�hen refere��e is ma�e fn th��e s��ci�catio�s ko a�articular ,��TA+1, �41N3lVA, A�hl�l or �#F�er sp�cification, it �#�aIG �a unde�stao� that �he I�test reuisiar� of s�ch �pe�i�icatf�n, prior to �he data c�f t�es� g�ne�aC ��e�iFic�tior�� or �e�riston� tk�ere�f, shall ��p�Y- DA-73 F��k.O�AT�DhE OF �PFtINKL�I� �1fS�'�IN BA�I�-FLOW �RE1f�h1i�F����h1TF�OL V�ALII� �#ND B�� N�� USED ��rt4vo2 ���-3'l Pi4��"' I�� -�4QDITI�I��L ����I�#L �����T��N� DJ�-7�! F�E��LIEI�T�S�AT�p CATE IfA�.VE� a��a L_;�.�_,�.i l�A-7� �NI�F���N�lf S�iEiATIDhi, JOB M�V�R#N The �v�+�er �r �ng'rne�� sf�all ����rmir�� vu�an �n �mer���c� sit�aii�n s��tR �xfst, V1�hen v�ra��r �mergency vwarEc is r�qui�ed, tC�e ��n��a�t�r sh�ll mobili�e to tt�� said I�c�tivr� wi#hin twe��y-fou� {�4� h��rs �fker giver� notificatiorr from #he rr�spect�r ��rdfar ��o�e�� Nianager. Th�e �or�tractor si�all mak� a�l r�ecessary arrangerne�ts �nr �yp�s� purrt�ing, s�tk��g up �arrica�ies, n�tlfyirrg c�t�ze�s, et�., u�ri�lle wait�rrg #or atl�er �ti�G#�es t� �e lo��te� a� ciit�ectad �y tha En�i�e�r. i}�e �c�ntract�r �hall wark can#fn�rausl� unkil th� emerge�cy �+arCc ��d�t has b��� completed a# a tima a�r�ed to b�r t�� Pfojeck A+1ar�a��r, 4nspector, and �antr�ct�r. ��ter #�� err�e�g�n��r waek order k�as be�n ��rnpkaEec�, th�r� wilt ba no a�dc�it�or�ak "Jo8 �Aave-!�" ch�r�es pard to r�rn��iliae bac� to the prev�o�s pra�ect loca#ior� site. DA�7s i 4�" 8, �" ��PPEI� �ER1J���� �������* DA�-77 ���PE OF WOR#C �E�Tk�.. �UT] �i�� i�+��� DA�78 �ONTFtA��TQ�t`� I�E�PO4��fBll�fi'Y �U"CIL. �l!'�� #��T 1���� DA-7� ��N'�RJ��t 7'lly� {U�IL. �UT� hl�T 13��D DA-8� R�W�f�R�C� CR�V� ��1����1��L & ��l3FpN�E#�7 {l�71L. �1��� �1�T l���b DA-8'� TlI�J� AL�OW�D F�F� l�T��ITY �U�S (U���, �UT} �r�r ���� bA-8� L�{�U�D�4T�b l7AI�A�E� (UTiL. �U�) f��T i���Q DA-83 �A�r�1C R�PAlF� ����5 {UTI�. �UT� f��3 US�D DA-84 TR�#�1�N �A�FC�'!L� {l��l�. �CL�7'� �ar��wo� ���-32 - � ��� ■ �� � ���������� ����I�� ���������� — — — Th�e ��Irat��r ��pa�tn��n� s���a p�ace #�e pipe ��nbedr�e�t and backfiil wi#� w�sh�d rock pe� th�� f�kJ�wing s���3�catian. �Nashed R�cic; �4�1 washsd ra�k ��se� far em�edme�t �r as athervuis� dlre�ted �y the engir�eer sh�fl �� was�ed gravel or v�ask�e�f crush�d sto�� or u�asl��d ��ushecf grave� an� shall m�et t�e ���lovaring �rada#aon �r�d ��ra�ian; Sleva SE�e 1 y�n rj iG Fl ti�l �i �i� lt4,i °r6 �tetain�d �-10 ��'f � � ���� JU� � �4� ��"��V �.os �lr�geles �bras�on t�st: �Q°!� I�aximum w��r pef ��Th+l, DA-$� C��AN-U� �UTi�. �UT} f�OT USED DA-$B PF�DPERTY A►��E�$ �UTIL. �EJT} Acc�ss t� adjacent pr�pertp shali be m�in#air��d �t �II times un1��� ��#�erwase d�rectec� b� tE�v Engina�r. DA-8T �[JBMI��IQN �F BI�3 �IJTl�.. �111`} ��-�€+��+���-��� =�i� � ��T �3��D a�4-s� �r�4N��4ft� BAS� REP�IFt F�F� U�1�T I�l�T�k.. �l�T} N�}T U�ED DA#�9 ��N�R�TE BASE R�PAIR F�� IfIJIT I� & UfV�T III �UTI�,. �UT) N�7 EJ��D ��4�9p �"! 7� �" H.l1�I,A.�. P�4V��I�f+1T �I�TkI,.. �IJT} i�OT U�ED �.. DA-9'� AD,1U�T WAT�R VA�If� B��LE�, M�4NH����, AhID VAUL.T� �UTII.. �UT} hlbT US��] ��1-9� MAII�T��1AN�� BOND �U�IL. �UT} N(�T US�b DA-93 BRl�#C P�11I�fiJIEh�T (UTI�. �u�} ��i7� ASCti33 ��IF�T ��1- AI�I�1fiI��V�#�. �P��lA��. ���lalTl��� �v�rus�� _ .�_.�. ..,.�.. . .;.�..__;.... _�,�f R��T U�ED DA-J� �EA���lT STABILI�ED SUB���4D� (UTIL. �[]T� ��r us�a DA-�6 REf�AI#� OF S�ORhI! DR�A1fV1 �'fRU�TUR�� {UT�L. �UT) � ��T U�E� LJM`�� �rQUF�FC�SET++ V�F�1����� �����. 5��� EV�T U�EQ DA�88 U7'f��TY A�JU�T�YI��T (UTI�.. �UT� I���' I��EQ DJ�-9� ST�IIV�AR� ��N���7`� �li]EW}#1.1� �4lV� YIJWEEI�C�fAI� RAiVIP� (I�TEL. �UT� N�T �S�� o�a-��o ��n���r� �� �ar���erE ���r���t�r �E��i� ��r��. ��+�� r�a��s�� DA-7�'I ��?CV�I�E�'� �URB AND C�iJTT�R �iJTIL,. CiIT� �V�T U��I] DAY10� PA1FN���1T {LI�iL. �UT� NOT USED ����a� DEF�OLE� �M�S�. �x�'.} �vor us�u DA-9�4 ��N�TRU�Ti4N LIII��TATI�i�� {I�lIS�. �}(T.� �'h� �n�krac��r s�all h�ve n� mar�� thar� three {�� Io�at��ns und�r ca�stru�ti�n at any �ne titne, un�ess a�proual by th� Engi��sr has b�e� grante�f in writing. 1��4-1D� P���3UFt� ��.�ANiN� AND T�ST1N� �MI��. F�CT.) h1�T U�ED , . �c�x�2 AS�-��4 P�I�T I��1- �C���fl���lL �RE���11» ��h1DlTi��f� DA-�O6 B1D (�l}�,ht�1T�E� {MIS�. �}[T.� ,. , . . . . � ,�. ,.... ,.,. . ... . . .. .... ...�,v. _ ....�._ , ,. ,.. ,i.___.� t�_v ,.. _ � . ._, ., . ,. . ,� f . � _�.v.�. �ii� �ctu�l �uar�#itfes. The�� is nv Ami� to vwhich a bic! ike�n car� be ir��reased o� c#e��eased, �or�#ractor s�r��l r�ot be ��#itle� ta ren�egotf���on o� ur�it prices eegardEass of �he final me��ured q��ntities. T� #�e e�ctent th�t ��4-�.� �onfl��ts �nrith #h€s pr��vis��n. #h�s �rovis�o� contr�ls. No �kairn will be consi�ered for €ost �r anticfpaked pro�i�s based upor� dif���ences �n es#imate� quanti�wes �r�rs�s act�,�l q�aa�tkti�s. D�4-'IQT LIFE O� �ONTRA�T �NL�S�. E](T.} It is �ontemplated #hat W�r� Or��rs will b� i��ued t� tha �ant�a�tor for u�r�rk #o �a p�rForrr�ec� uerder tl�i� �onirac� far �at ta exc��d 366c�l�e�d�r days fo�Cowing #he c�ate of #�� ��n�e�ct nor to ex��e�i t�e ikmlt af tl�e bid �ri��� whi�hever s�ould occur f�rst, T[�e �o�tractor s�ail be eeq��i�r�d to compfe#e any wo�l� covered b}r a 1No�k �rder iss�ed p�ior to th�t �ate oi terrnEna#ion but will r�ot be req�ire� �� accept ar�y w�ric ordar f�r ex�c�ti�r� �a�ed a�l�r k��t da�t� af #�rmin�fio�, I# the c�st o# th� uvork p��fo�m��f s�n�er �h�s �or�#ra�# is less tE�an ��a Eirr�it of t�e bid price at �he �nd of the �B� �ale�dar da�r �eri�d, at #he �ity's option and the �ontr�ctor's �ancu�rence, the �roje�t m��r b� �xtende� ta tha li€rwit �f fh� �rd prEce. QA�108 ���ERhrl�N�ilor� �4�1� IN�t�ATIOr� o� 1N��t�c �lu�l��. ��P�-� Tl�e ��gGr�eer sha�ll d�t�rrnin� �nc� d��igr�axe ta th� �or�#r�ct�r �he lacatior� of th� service main re�u�ri�� replacemer�# b}� a Work �rdsr #a�etk�ef v�rlkh a sketc� for e�cF� s�ch replacement, giving ��e �kmits, size a�t� n�t�re of woric req�ired. T�r� Eng�e�e�r wilf notif� the �ar��rac#�r #k�a� a�lV�r� �rdar �� r�ad�r ar�� fax t�a �a�tra��or a c�py o� #�e 1�Vark �rd�r na�t�'r�a#ior�, The ��rr�ea�tar is to pro�+Gde hi� fax nur�ber �� fhe �ngineer at t�e �r�-CO�SiCtl�ti011 ���l��T�rl��. �4ngle or s�ve��i 1rV�rk �rc�e�s may be Gssu�d a� on� t'rm�. Tk�e �ontracto� shaal ir�itfat� work on a rsp�acerne�� ��t�rn aevert (7} warking days of the d�#e #E�� Wor�C �rder Is fax�d �� ihe �antr��tor, ar�ci c��tinu� woric on th� +Nvr�C �rder until it hat� bsen �om�r�ted, n�t ir�cluding pav�ng. The ��ntract�r st�akl furn�sh ar�d ���ply sufficier�t eq���m�nt and p��s�nr�el to carnplete ti�e Woefc �rd�r In #he afnour�t af #i�ne provided for !�ti th� 1N�rk D�er, Shauld �he �anlract�r fatl to start an� IN�rk (Jrd�r w�thin ths #i�e s��ci�ie�1, F�e s#�a�l ad�l �i�e n�cessa�J+ v�ror�C cr��rs ar�d equipmee�i to pr�se�uie �h� wor}c t� com�fet� #he I+Vor� �rder or 1lU�r}c �rd�rs In the #irrte pr�vGded therefare. DA-'[Q9 W�F�K OF�D�Ft �OMPL�TID1� TII�� (MI��. R�PL-) �houEd ti�e c�nx�actor faal to coix�p]e�e an indiu�duai �ork order ie� the giver� am�unt of cale��lar c�a�s as specwfi�d on eac� ir�div�dual wo�k ordsr, liquida�e� damage charges �s pr�scri�e� in P�r# � - �e�er��l �on�fitiar�� �7-7,� 0 Time af ��mple#i�n will be subt�ac#ed �rom #t�� f�nal {�a�r �stim�te of th�t p�r#icula� w�ric or�ar. Th� ��tarr7aked �m�u�t for �ac� par��cular worl� arder w�ll be u�ed #or determ�rrin� tk�e amot�r�t af darnages c#�ar�e� ��r �afendar day of t�me �x�e�din� #ha spec�fi�d amount. The frst iwo paragraphs of �art �- Ce�efal �on�i�ions �7-7.1� Tim� �� �o��p€e�€�n she�ll be repl�cec� wi�#� the f�llow�r��; T#�� tim� af �a�npletian of ��ch in�ivi�fual w�rk or�e� in ar� es�ential �lerr��r�k ��##�is contra�k. Each wark ardef �s��ed wiJl haue l�� rn�xirr�um alla�re€� numk�er of ca�e�dar da�s alRo�red for the c�m��etion of t#�a# �p�clfi� wo��t. f�r2,un2 A�C-�5 P�A�T #�� � �D��T����L �PE�lA�, ���1DiT`J��� 7`h� numk�er 4� calendae day� sp��3fied wrl� b� caleul�iad 2�� fo�la+,�s: T�� to��l e�t�ix����d c�st #�r � . � � � i 5 �. I i r � i � � y � �I,. �� � i � . f� . k. ,i� , � � i f � � �� . � ' i all�wad f�r �o��tr�ct��n of IndRui�ual 1No�k �rder. DA�'l'i0 M�VE I{V ��il�IFt�E� {pR1S�. REPL.} A 1Nork �rc��� may cor�ta�n �ne or more ��catlons. �r�e moveYln fee will pa��i ta #�e �:ontra�ct�r psr Work �rd�r issue�. La�ation� far multf�le srtes per 1�V�rk �rd�r uril� b� �n kh� sa��s �enera� vic€n�ty, if p�ssil�le, an� if s�. anl� ane r���iliza#ion �l�arge will b� pa�id. 1!U#�an wat�r an� seweework �re r�qu�re� anjy #he w�t�r rrt�v� in fe� will b� p�ar�. At no �irn� wil� #�o#�t #ees be �ai� �ar one �pecific I�c�#i�rx. ��1�'�77 PROJEC7 �I�NS (MI��. REPL} P�oje�t �ign� a� ��qui�ed a� al� I�catic�n� u�r#�ich wall be un�le� constr�rc#i�n for rnore #�ar� thi�fy (��� ��le��iar da�s as indica#e� �n Part B Pro�asa�. Pra��ct �fg�s s�rail �e ir� aocord�n�e ww#� �igure �Q �d�ted ��18-98} of ��e �ener�l �on�r�ct f3ocuments_ �€'he signs m�y b� rrti�ut�t�d or� skids �r o� ��sts. Tk�e e�c�ct I�c�#i�ns and rn�t�rods of rn�u�ting �I�all #�e ap�r�u�d by tF�� e���€neer. A�� and a11 cosks for �he rec���ired mat�rials, lab�r, �nd �qu�prnen� �e�essary f�� the fu�ishin� nf Proj��k �i�r�s s�a�E be consid�red �s a$ubsidla�y cost of t�� proj��t an� �o additi�nal �or�per�sati�ri will be aHetiared. DA�'11� LIQ#JFDAX�D �J�h11A��ES (iUIIS�. REPL.� ...._ � . ... . Tl�c� �or�ttactor sha�l pay iiquida#e�! da��y�s �f �ne hundrecf dvilars {$� ��_04} per �ay per V�lork Orde�, f�r fa�lufe to b�g�n a 1+Vork �r��r wit�€n t�e sever� {7) workif�g days a# t�e d�te t�e IN��� �rde� €s Paxe�l t� the �on�ractor, Failur� t� carnpiete prnject vuithin t�e sti��l��ed c��structior� tirne on tF�e I�or}s �rc�at�, khe ��niractor waEl pay kiqu��a�a�1 damages in the am�un# stipuiate�i �n t�ea� c�nt��ct �la�um�n#�. D�4-'I'I� TREhi�H SAF�TY ��f�'��NJ ��S1�N �3UI1��. REPL.j ��cause o# t�e unique �r�ture c�f t�is contra�ot, the nt�mb�f o� �c�n�h sa#�#� s�rstarr7 c#es���s ��qui�ed ks not kr�own at t�e tirr�� bi�� are re�eEved. W�il� #he contractar is �twi� bound by tl�e la���t vers��n of #F�e U.�, D�par#�ent o€ La�ar, �c�u�atRon�a �af��y and W�alth Adir�ir�i�tr�tipn �tand�rds, �9 ��R F'�rt 1���, ��bp��k P-�xcav�tior�s �s detai�ed �r� D-�� Tr�n�t� ��Fety �yster�, it fs the �ity's ir�tent��� that al� costs fnc�rr�d by #�e �ontra�k�r in acquiring #�er�c#� safety c�esagns foe in���d�d In tl�� u�wt pric� bic� for .�ab M�v� in. �a+zav+o2 A��-36 ���� � ���H�I�A� ��'��lF���►iI�IV� �11'� �� ��F�� ��F�TI-I �J�ITE�1�4L {�-�� ►��� ���u�Y�v����� ��-�� ������N���r�c�r�� {���r «��,���� ������� �P����'������i�� -1�VAT�� D�P�I����h1T ���� I�I�L.�JD�� �,1��E�#�} a .F ,� � 1 � . s�c��oN ��o�� �.�rsT-��r--�c�.���.v �,r�,sT ����,��s� ��v����< ���� �cc� ��t F�ART 1 - G�N��A� 1.1 SC�PE A. The Contractar �hall gurni�h all la�or, materials, �ools, �quipment, �nd p�ffnrm all Vllari� and s�n►ices nec�ssary for or incidental ta fh� �umishing �nd installation, complete, of all �'iberglass �ipe (RS`�Ni D3262) and �iiti�gs as shown o� th� �lans. B. All suppl�;m�n�ary, misc�llaneous, appurfienar�c�s, and devices incid�ntal to or ne�essary �ar a sound, s�cure, complete, and compatibl� installafian shalf be �urnished and installed as par� of this scope. C. Pipe �nd fittings shaw� on piping drawings ar� general in nature. Contr�ctor shaf� dei�rrnir�e �xacg I�ngths and fi#fings rec�ui��d �nd maEte ��Id adjustments rtec�ssary �o complete piping and a�oid conf[icfs. Chang�s to Plans ar�d profiles af piping shall be submitted #o th� �ngineer for appro�al. Pipe and fit�ings not incorporated inta the pr�J�ct �half r�mair� ihe preperiy ofi the Cortk��cf�r.. Cos#s will not be paid by th� Qwn�r �or m2�t�rials not us�d in the Project, even if shown an fihe Plans. Additions and deletions to the scap� shall be incorpor�t�d by Change t]rder. 1.2 RE��R�NC�D S��CIFICAT'IONS �his sp�ci�ication re�erenc�s c�r�ain stand�rd specifica#ions, which are made a par� �er�eof by such refer�nc� and shall b� the latest �diiior� and revision ther�of. A. ANSVAVWVA C950 � F�iberglass P�essure �ipe g. ASiNi D�3S81 e Test �1lethod for Ch�mical Resistance of "Fiberglass" (Glass� I�i�er�Reinforced ihermosetting-Resin} �'ipe in a�effect�d Candi�ian. C. A►S�M �-3262 � Sp�cificat9or� for "Fiberglass" (Gl�ss�Fi�aer Reinforced ihermosettir���Resin} �ewer Pipe. D, RS'CM �-416'i � Specification for "Fiberg�ass" (GlassoFiber�Rein�arc�d Thermosettirtg�Resin) Pipe Joints Using �lexible f�lastomeric Seals. �. ASiM ��-4ii n Speci�cation for �lasfameric Seals (G�ske�s) fior Jointing �las�i� Pipe. �. ASiM �2992 � M�thod �or Obtaining bydrostatic Design I�asis for ReirrForced ihermasetting Ftesin €'�pe and Fittings. C&s D'[ 135�.01 Q 15D�1 � 1 20�� � Centrifugaliy Gast Fiberglass S�w�r pipe (CC���) G. H. A5`�M d3567 e��farming Dimensio�s o� �ainfarced �i�ermosetting Resin Pipe (RTRP) and Fiftings, ASTM D3754 - Specification for �ibergiass (Glass-Fiber�Reinforced Yhermosetting-Resin) ��wer �orce Main I�dustria! ��rEuenfs. 1.3 (�UA�ITY ASSUFiANC� A. All p�pes, jainfis and fittings supplied under this specificatian to, as a minimum, confvrm to the req�iremenfs ofiASTM D-3262. 1.4 SU�MITTALS �4. Submittals shall conform to t�e r�quirements o�' Section 093f?0. �. �onf��ct�r shall submit lo�d and pipe calculatior�s confirming sefectec4 pip� beh�vior. �nad calculations shafl include, but noi b� limi�ed fo, bucF�ling r�sistance, pipe deflection, pipe wall sfirain cracLting and wall crushing load, A!I design c�lcul�tians shall be s�al�d by a Regist�red F'rofessianai �ngin�er of #he State af Texas. C. �roduct d�4a �ubmit�als fio include th� fo�lvwing are as a minimum: 1. Qetails o� the proposed pip�. �, Details ofi propased m�nholes. 3. Propert9�s, str�ngths, etc. of the pipe. 4. .loint detail drawing, including maacimum intgrior joint gap apening, in the cie�[ected position an� in the straight alignm�nt. 5. Instructions on storag�, hancilir�g, transpor4ation, ar�d pipe ins�allation. 6. Stanc4ard cat�ing sheets. i. �askefi fiype and compasition showing �bility to withstand th� chemicals and canditians wiihin sa�itary s�wers. 8. �ip� laying scnedule. 9. Connections #o all pra��s�d structures including wat�r stap, 10. Certificates n� compliance with all referenced standards. PART � - MAT�RIA� 2,1 PRODUCi MAT�RIR� A. �esin �ys#ems: The manufactur�r shall use anly approved quality po[y�sfer resin sysfiem� for which he can provide a proven #�istory of pertormancs in ihis parfiicular applicafian. Th� historical data shall ha�e been acquired from a composit� material of similar constructian and com�asition as �h� propased praduct. C&B 011358.�10 1�0�� � 2 �002 • Centrifiugally Cast Fiberglass Sewer Pipe (CCFRP) �. Class �einforcement: The reinforcing glass ftb�rs used to manufactur� th� components shall b� of �he highest qualify commercia! grade of ��glass �larrients wi�l�7 k;ir�d�r a��c� :�i�ir�c� car�pati�lc r��i���� ii�n�regi��ii��c� c-esi��s. C. �illers; S�nd may be used. Sand shall be minimum 98°1/0 �ili�a with a maximum maisi�re content af 0.�%. 9. Additives: Resin ad�iti�es, such �s pigments, dy�s, and other coloring agents, i� used, shatl be En na way detrimenfial tn fihe p�rfarmance of t#�e producf nop si�ail t�ey impair visuai inspection of the finished �raduct. f�. Ru�ber Ga�kets: Ga�kets �h�ll m��t th� �equir�m�nts o� A�iM F�4i7. Tf�e ch�mical c�mposi�ion vf fhe gaskets shall b� cnmpatible w�#h fii�e �nviranme�f fou�d in sanitary sewers. F, �h� Contractor, during th� ��brica�ion of �h� pip�, s�all ��t�in afi his �xpense the servic�s af a testir�� lalaoeatary fa make al) t�sts o# mai�rials to be incorperaied int+� #h� pipe and maintain c�ntrQl of fhe acceptance af �hes� ma�eri�ls f�r �abrica�ion of fihe pipe. �uring the fabricatian of fihe pipe, 4h� laboratory �epresentative shall periodically inspect the work fio insure the pipe beir�g fa�ricated is in accor�ance wiih d�s�g�. Wh�n, in his apinion, t�e pipe is net being iabricated in accordance with desiQn, such pipe shalf be rej�ct�d far use by �h� Owrter. �esi� may be witn�ss�d k�y the �ngine��. ih� C�ntractor shall submi# c€r�i�icat�� af cnmpliance w�th r�f��nced standards for all products used in the manufacture of the CCFRP. G. Each piece ofi pipe shal! bear 4i�� app�o�al stamp of the faboratory. l"�e s�lectian of this t�.s�ing laborafory shall be subject to the appro�al ofi the Owner and all ifs work subject �o the �r�gin�ee's r�vi�w. b. Joints shall b� mad� with fib��lass slee�e couplings with �lastom�ric sealing rings. Join4s must meef fhe per'rormance r�quiremen4s a�AS`�M D4161�86. �.� �ESIGIV A. The manufac#urer shall be responsible #or desi�n Qf a�l CCFRP sewer pip�. ►�ll CCFFt� sewer pip� shall be designed in accordance wiih r�ferenced standards artd shall withsfiand a rr�inimum of 50 feet of hydrosfiafiic h�ad and th� maximum loads expected ifom burial, which shall ir�ciude all antici�ated live loads, d�ad loads and ex�ernal hydrostafi� loads from �raund wax�r extending ei�h�r f� �h� ground sur�ac� or fio the 1 n0 year flaod ptain elevafiian, whiche�e� is th� gr�at�r. The stifFness is to be measured ir� accordance with R�TM ��41� and shall in no case be I�ss than 48 psi for di�ec4 bury candition. All designs sh�l[ b� sealed by � i�xas R�gisfer�d P�afiessiona! �ngineer. �� C&B 0113�8.010 1�D��[ � 3 ZflO� . Gentrifugally Cas# Fiberglass Sewer Pip�e (CCFRP) 2.3 l�ANUFA�YUR� AN� CONSTRUCiI�N A, �'iC:�u;s: �'i�i�: �n�11 i�c fur�zisreel in f��c �i��ri��c ��ha��n c-,� il�� E'l�,ns, Rru�it��i�� t1�c talera�ces specitied herein. F'ipe shall be manufiactured by the c�n#rifugai casti�g process to resuit in a dense, nonparous, corrosion-r�sis#ant, consistent c�mpasi#� structure #o meet #he ape�a#ing canditions. Sfiff�ning ribs or rings are not to be us�d. �. Joi�ts: Unless oth�rwise speci��d, t�� pipe sha11 be field connec�ed vuith fib�rglass sleeve couplings that utili�� el�stameric sealing rings as tf�e sol� m�ans fio maintain join# wat�rtightness. 'ih� jaints must mee� the performance requir�ments of F►STM D4161. The joint sleeves on jacki�g pi�e sha[I hawe a maximum o�#side diam�te� no greater fhan the o�fisid� diameter o�' the pipe, C. Fittings: �'langes, efbows, reducers, tees, wyes and other fittings, when insta[led, shall be capable of withstanding all aperating conditions. �itiings may be contact malded or manufactured �rom mi��r�d ��cfions o� pipe joir�ted �y glass �ber r�inf�rc�d aver�ays. �.4 D�M�NSIONS A. �iameters: Yhe act�aal ir�ternal diameter nf the pi�� shall be the nominal diamet�r t1 percen�, B. W�II Thickness: Tne rnir�imum a�erage wall 4hickness fo be fhe sfated design thickness. ihe minimum s�ngl� point ihickness �o be nat less thari 90 perc�n# �� the statad desigr� t�ic[�ness. Minimum wall �hick�ass required for tF�is project sha�l meet ih� requiremerit pf th�se s�ecifiicafians a�d shail be submi�ted to eng�neer prfor #a manufacfiure af pipe or fittings. C. �nd Squareness: A1i pip� �nds fia be square tn th� pipe axis. D. Tolerance of �ittings: ihe tolerance o�' �he angl� of an �[baw �nd th� artgl� between the main and leg of a wye or tee to be �2 degrees. The toferance ot� �he Naying I�ngth of a fitting �o be �� �nch�s. �.5 ���rl��CTiON A. Pipe submittal wi{I indicate t�� insid� diameter o� the pipe 4a he installed �nd the manufacturing tolerances. Maximum �liowable defl�ction is 3°/Q aft�r ih� initial 34-day �es� �s set �arfh in Sectian 1�00�, "Field Testing of �iping Sy�#�mN. Allowa�le deflection will include ma�ufacturing 4olerances. I� pipe is o�er defiect�d �fter the fiests as set forth in ��ctior� 'f �002, "Fi�ld iesting of Piping Sys4em", then it s�a1� ba repair�d, or remawed and new pEpe shall b� ins#ali�d. C&6 011358.010 15Q51 � 4 2002 Centrifug�lly Cast Fiberglass Sewer Pip� (CCFRP) z.B MARF�ING ���11 L._ _1...— f d1... ....A.....�,.., f._ d :. �. r4?Crl �i}� � S�� �ti.clf�)1 �l��l'��C"a uii ui SLa" ": CG� ��' �:�I( '}CfG' Vd[� fhe nominal diam�ter, pip� stiffness, date of manufacture, fh� n�me or trademark a� th� m�nuf��turer and ih� manuf�c#urer's (�uality Assurance stamp off �ppra�al in accordance wifh AS�'M star�dards. M�rkir�g shall be paint�d therean wiih waferpronf �aint. PRF�7 3 e EXECUiION 3.1 T�SiiRlC9 AND IiVS��CiION A. ihe Confractor will provide the Engin��� with t�st reports certifying that fih� pipe has b�en test�d in �ccordar�ce with and exGe�ds all minimum requirem�nts a# ASiM �-36�1 and ASTM 9�99�. ih� pwner may �lect to witness these tests. Advance nofiftcation of testing dat� shatl be provided. �. Th� phys�cal properties and characteristics of fihe pipes used �n �he proj�ct to hav� b��n determined by prototype �esting of th� manufaciured praduc�. ihes� #ests need not b� conduc�ed specifically for #his projeci if prior tests on simil2�r produc# of the same stiffness class and diameter h�ve been pre�iously completed. ihe Contraciar is to obt�in cop��s a� all t�st results which mus# b� retained and are to be mad� a�ailable to the �ngineer. C. Joints: �oupling joints 4o be qualified per the tests o# Section 7 of AS�M D-4161. The Owner m�y elect to witnes� these tes4s. Advance notific�tion of f�s#ing date shall b� provided. D. lnstalled Pi�e: Joints are io be ir�di�idu�lly teste� in accordance with Section ���Q2 - Fi�ld Testing v�' Piping Systems. E. Rejected pip� mu�t be identified by th� manu�acfurer in a manner th�t will insure it wifl nat b� used. on this project. ihe Owner must agree ia ihe methad of identi�ication af rejecied pipe. F'. D�fl�ctior�: YF�e maxEmc�m allowable d���ct�o� sh�ll b� 3°% at 30 days fo� pipe used in direct �ury and tunnel opera#'ran. Use #h� maximum allowable de�lec#ion recommended �y the manufacturer if the manufacturer requirements are more stringent. C�. NOT�: All tests shall be witness�d by an independes�t testing labor�tory. 3.2 CLOSUR� PIEC� I�OR ST��L PIR� {AT �►�RIR� C�OSSING) A. CC�R�' pipe manu�acturer shal! fabricatie and pro�ide clost�r� piece for connecting CC�'RI� to steel pipe at eaci� end o� steel pipe aerial crossing. CCFRP pipe manufactur�r shall coardina�e with s�eel pip� manufacturer fio C&B Q113��.010 15051 - 5 �00� � C�ntrifiuga�ly Cast i�iberg[ass S�wer Pip� (CC�'RP) ascertain a1i t�a�a necessary to allow CCF'RP pips man�facturer to fabricat� and furnish the necessary alosure pi�ce and aq required appurtenances. CCFRP �i��c r���r7uf�clui�er ����€I sul��r�tii c�r�wi��gs sk-:�4��ir�� �r�:�ac�stic! c�losu�� ��i�:cc� Eo Ownar for review and approvaL Cfasur� piece shall b� conside�ed subs�diary #a consfiruction anc4 neither measc�rement nor paym€n� wilE �e made. 3,3 MEA5IJR�M�N�' RND �AYMENi A. Measurement'For paymer�t wifl be �ased an the �c�uai linear f��t of pip� installed, which shall not include manholes unless the installed pipe is an integral part af the m�nhafe. �'aymer�t will be at the co�tract unifi price �er linear foof of pipe as shown oR the Plans and listed irt the �iid Proposal. �adius p9pe, bends and fittings where callsd ou� on t�e plans, shafl b� consid�red subsidiary to the standard pipe cas�. �ND OF SECiION C&� 0113�8,O�Q 15a5� � 6 2002 • Centrifugally Cas� �iberglass Sewer Pipe (CC�RF'} S�GT[ON 15fl70 MCTC1��if�G �T�1Tf0��.! P�11�i 1 � CENERAL The work to be p�r�ormed under #his s�ction of the Specifications shal� cflnsis� af furnisY�ir�g all mat�rials, labor, tools, equipment and inciden#als necessary fa canstrucf the m�ter�ng statian, camplete in place, as shown or� the ptans and as s��ci��d h�rein. Yhis irtcl�des a met�r sfati�n supplied with metenng equipment, permanent power, permanent acc�ss and r�ght of way documents for fhe op�ration and maintertanc� a� pr�pos�d faciliti�s. 1.9 SIJBMITT'ALS AND OPE�Ai°tON AND MAIIV�'�NANCE iVIANUA�: R. Submitials shall comply with the rec�ui�ments af fih� 5pecial Conditions and the following r�quirement�. '� . �ra�ide produc4 d�t� fior ��ch insfirumenfi campanent to be fiurnished. The data sheets shall show: comp�n�n� narne, man�f�c��r@�s model number or ofher praduci designafiio�, project system ef which fhe campon�n4 is a part, loca#ion or assembly at which fhe campon�nt is to be installsd, input and output charac#eristics, scale rang� and uni#s {if any}, �equiremenis for elec#ri�i supply (ifi any}, r�c�uir�ments far air s�apply (if any), and materials of compon�nf par�s to b� in contact �nrith or atherwise �xposed to proces� media. 2. Include a separat� t�chnical brochur� or b�lletin with each instrument data shee�. lf one type of instrument is employad more than once, one brochure or bulletin may cov�r ail identical. uses of tha# insfn.tmenf. 3. Drawings shawing both fih� schema#ic and wiring diagrams for contr�l circuits. Compfe�e def�i�s an the circuit in�errelationship o� all de�ices within and outside th� control pan�:ls shafl be submitted using schematic cont�ol diagrams and wiring diagrams. The wiring diagrams shaq consist af component layouf drawings showing t�rminals an component5 tog�fih�r wii� the nt�mb�r ef fhe wire to be connec#ed to each termir�al. �. Ail bic�ders shall submit to the �ngin�er, th� m�rtufacturer of all equipment and the a�propriate model numbers. G. O�peration and Maint�nance Manual: An o�aerations and ma�ntenance mar�ual shall b� �umis�ed for the Instrumenta4ian System camplying with the requirements of fhe 5pecial Conditians. ih� manual shall includ�: 1. R�cord drawings correcfed io reflec# actual instal[ation. �. Th� Contractor shall furnish �wo (.2) copies of opera�ing instruc�ians for each it�m of eqtaipment �umished under this sectian of the Specifrcations. This information shall cov�r th� aperatio�s, maini�nance, repairs, disma�tli�g or assembling, par�s list, and iotal wir�ng schematics. This data shalf be gtouped and assembled under a suitabie comman ca�er as approved by the Engineer. Yhe man�facturer shall �arovide assistanc� in the star��up and calibratian of the equipment provid�d. C&� 011358.0'f � 15070 d 1 �24Q2 � � Metering Station D. Warranty: The met�ring station instrumentation installed shall include a minimum of one (� ) year warran#y an all compor�er�ts a�� �ar�s from date of acc�pta�ce of , � F �a i� ;,����'ir�C ���tic�ri y �1,� �- u��Zv��iy. PART 2 � PRO�UCTS 2.1 �I�ERGLR55 �ACKAG�D M���RIFJG MAi�FiOL�: A. The metering manhole shall be prefabricated �berglass buii� to mee# 4he r�quirements o# AS�'M ��3753 S��n�ard Specifica�ions for Class-�iber Reinforced Palyester iV�anhales and be stamped, �h� m�#e�ing statian shall include a 60" dEam�4�r fiib�rglass manhole with a 60" x 3�"' reducing entr�nce, a watertight bolt�dowr� gasketed ring and �o�er with st�inless steel bofts, an integral 36" �arshal� filume wifh approach sections and a 9" nested insert, an intern�l fi��rglass ladder ex�ending fo ti�e floar, �nd �nd adapters far quicl� connections. Th� �b�rglass manhoi� shall b� as manufactured by Plasti�Fab, Incvrporated, or approved �quival�nt. AI� connections must b� staaNess s#eel. �. �rackets shall be pravidec� �or installatian of transducer for ultrasonic flaw measurement {p�r the construction plans). Yhe �law meter and recorder shall b� mount�d autsid� fhe �iber�lass manf�ole per th� construcfi[on plans, ih� maunting brackets and hardwar� shall be fabricated �rom sfafnless sie�l. C. Fnd adapters for pipe cannection shall be fitted with f�exible wat€r#ight neoprene boofs with stainless st�el clamps or straps. A. Flumes: �. the P�rshall flume shall have the dimensio�s prescribed by t�e U.S. Deparimen� ofi Interiar, �ureau of Reclamation, Water Measurem��t (Vianual, lat�st r�vision, and #hroat width indicafied or� 4he canstrucfion pla�s. Th� flum� shaq be accurate ir► dimension. The approach, the � throat and dawns�ream secfions shall be form�d in on� continuaus mold. ih� insid� �urfiace of #he �lume shall be smooff� a�d f�a� of any . irregulariti�s. �h� approach section shall be ciesigned to omit turbu[enc�. A directianal arrow shall b� p[aced on th� floor of th� flum� approach sectio� ta indicate direction of flaw. 2. Constructior�: a. 7he t�ume shall be construcied of orthophthalic polyes�er resin rei�fioraed with fib�rglass. 'The minimum glass confenf shall �e 30% exclusive of gelcaat surFaces. Nominal waal thickness �o b� a mi�imum of 'f14 irfch. b. The #�ume s�a11 �� bonded into 4h� manhafe ta �arm a�ot�lly integral flaw measuremen# manhole package. ihe resuitant sfi�ucfiur� shall be water�i�hf. �'ortions afi' ih� flum� ext€nded outside the manhole will be co�ered with a fiberglass enclosure to ��sure a water-tight system, ihe �iberglass cover m�st �� of sufficiet�t strength to withstancf soif loads when back�fl�d. c. �lume shall b� m�intenance f'ree and dfinensionally stahle. C&B D1135�.01D 15070 � 2 2�Q2 � � � Metering Statian 3. Flume si�e fia b� ins��ll�d sh�ll be 36" with a 9" nest�d insert. 4. Flumes shali be equip�ed with a stream gauge to visually insp�ct d�p�h af tF�� €Ic�w. 5. A fiiberglass grate shall be provid�d to co�er flumes. Tk�� graie shall have an 8�inch ap�ning located belaw 4he irartsduc�r and b� hinge�. 6, Yhe opening in th� bottom of the metering manhole shall be lacated over th� a��imum m�asuring point of the �lume {�/3A). (See can�fruc�ion plans for I�c�tian). E. Aecess Haf�h 1. Metering station �ccess ha#ch sh�l� pe wai�riighfi, bolf down, ring & co�er a�s shown on �he c�nstruction plans. F. Ir�stallation o� the prefab�icated metering mani�o#� shall confa�m �0 4he manui'act�rer's recomm�ndations and shall comply with the followir�g: � 1. P� le��l r�inforced concrete pad as showr� on th� canstruction p��ns �hall , be initially constructed fior the base of the �berglass rr�anhol� and flume. ihe dime��ions �nd I�v�C of thia pad must b� v�rified in t�e fiefd by an ! Autharity represenfiative prior to the installati�n of th� fibergl�ss manl�ole. ,� The �ad shall b� construcfi�d of 304Q p.s.i. -� �� day compressiv� �tr�ngth � concrete and reinforced as shawn on the plan�. %304 stainiess st�el -� anchor bol�s shall b� set at the locations indicat�d o� #h� plans 4o secure manhole. 2. Yhe manu�aetur�r's r�quirements for shippi�g, unioad�ng �nd placing the .. �iberglass manhole shall be stricily adh�red to. � 3. Ancharing �quipment and anchor �o�ts shall be installed as per ihe manufacturer's r�quirements. A% inch �xpandable polysf�+rene b�ad board s�all b� supplied by the �RP manhale and flume manu�ac��rer and pl�ced bef�veen the bottom af th� iiume and ihe concr�#e pad. i 4. The int�aw and out�iow pipes shalf be canne�t�d utili�ing neoPren� boofs with st�inl��s s4e�l clamps pro�ided by the manugactu�er. Unde� no � I ciecumsiance shail lubricants o� any kirtd b� used t� install boo�s. ih� ,. Authority repr�sentativ� must verify the ele�ations of 4h� ir�coming and outgoing pip�s so as 4a m�tch �h� flum� p�or io �ncasirig �h� pi�e and � boots with 3000 psi concrete. � 5. The �berglass manhol� and �lum� s�aA b� grouted in place as s�own an � the plans. All �oids beiween the flberglass m��hol� and concrete pad , s�al� be grouted in. Afl voids between the tnside diametee of the fiberglass manhol� and th� #iume shall b� fiiled with dry cushion sand fv within 4 ` inches of the #op of the flume a�d then capped with 4 inches of 3000 psi concrefie or h�gh densifiy foam capped with �berglass and a non�skid surFac�. Whichever rnethod is used, the resu�tar�t surtace shali b� slap�d � at'/z inch p�r fooi �owarr�s the flume opening �or prop�r drainage. The r�sultant stri.�cture �hal� b� wa�er�igh�. ihe fl�m� sl��l[ be level�d, ; � adjusfiing as nec�ssary, and checked prior to bac�illing. G. Backfil�ing: The area � feet to 3 feet around fihe extemal sur��ce of the �ib�rglass manhol� shall b� backfilled with s�lec# hac�Cfil�, �nnsisting of pea gra�e{ aggregate 114 inc� to 318 inch in si�e. Pea gravel shall be naturally round particles `rn li�u o� C&B 0� 1358.010 ��OiO e 3 �Op� . � � Metering Stafiion crush�d s#one or i�regu]arly s�aped aggregates. The b�cEc�l� sha11 b� placed in level, uniform lifts of 12 inch intervals to avoid uneven pressures against th� �i;��� r�i�s� ff7aCif t0��. �f:� iJ, i'�V�I st ��li 1�e us�� fo� �uc�fi[� tu il�ie Lr�i isi�ic�rt sec�ic�a� vf the manhole and then the remainder af ihe fill shafl �e compl�ted with compact�d materi�i void of lumps, rocks, etc, H. Metering 5tafion F�rofectian: Metering statians shall be praf�cted �rom stream erosiort by Authority�approved mater�al, if required. Mefer�ng station depth shali na� exceed 20 feet, J. �asement; �ocation and siz� of easem�nts are a� shown on the plans. �C. Debris must be remaved from the metering station and flume by the contractor b�fore the m�tering sta#ion will be accepted, L. Warranty: One (1) y�arwarranty on all materials will ��come �ffec�iv� from the date nf accepta�nn� by the Authority. M. Quafi�y Contrnl; ih� manuFactur�r sh�li provide a wriften gua�anfee with the submittal informa#ion. '�hfs must irtcEude examples a�' msnufacturer"s installstions over the past five years. �.� ACCESS ROA[3: A. A permanent raad shall be constructed to the metering stafiian as shown vn the plans. 2.3 ���MAN�Ni POW�R: A p�rmanen4 power pole shall be installed per local �ti[ity company regulations and as showt� on th� �lans. A. I� o�erhead power is required, the followin� conditions shail �pply: M�ta�ing and electrical instrumentation shal� be mounted on the pawer pvl� (per canstrucfion p�ans) four fe�t abave �in�shed grade a�d a�ov� fhe 900�y�ar flaod plain. The pale �hall be located �ve fe�f �'ram 4h� outside edge af th� f berglass mahhafe. -� �. If undergrourid power is required, the following condEtions shall appiy: Undergrour�d p�w�r from a remote primary el�ctric saurce sha[I be installed a minimum of �� inches underground and routed to iha m�tering and �lecfrical instrumentation mounting support as shawn on the plans. 2�.4 Ut�iI�ASONIC O�EN CHANl��L FLC}W M�iEa: A. General: �low meters shall be an u1#rasonic fype, m�asuring sound v�loci#y diff�rential as a function of head in Was��wat�r. C�� 091358.Q� Q 9 50�0 - 4 2002 � � i111etering Station � �. Flow Meter: 1. The flaw me�er shall consist o� an ultrasanic transducer, transducer cable . . � , , �:�i;�itf��-- �. The transducer shall be construct�d of currosionoresistan� material and capabl� o� i�de�inife submergenc� of 30 re�t wifhou# d�gradatio�. 3. 7he ultrasonic transducer shali be equipped with an integraily moun��d tempera#�r� sensor �o pro�ide for automatic temperatur� compensatian � ove� an am�ient ��mperatur� of -�0° to 16Q°�. The ultrasanic signal ar�d .- t�mperature signal shall be carried in a singie transducer c�ble molded � into th� transducer housing and be a minimum ofi 100 feet in length with ' no splices. , 4. The €low meter sh�ll ha�e m�croprocessor based electrnnics, a front panel '� m�nu driven �Ceyboard and a��line alphanumeric �G� dispiay ci�ariy �� indicating instantaneous �lnw rate and totalized f{aw in engineering units with m�tltipliers as w�ll as any alarm or f�uli condifiions. � 5. T�e flow meter shall produce �n isolated 4-�0 mA outpu# proportional to ,, fi{aw inta a rnax�mum load of 10Q� ohms. 6. Th� flow mefer shall cantain 4 relays settabl� wi�h f�eybaard and r�al time � � RS�232 communications park. , � i. Th� �low meter sha{f b� capab�e o� simuia#ing th� ftill ran�e af flow w�th�ut ar�y external test equipment far p�rpases of verify�ng relay setfiings, .I integrator suf�ut �r�d 4d2Q mA ��ro and �p�n. I 8, ih� flow m�ter rnenu driven fceyboard shaEl b� capabl� o� set�ciing the '` type o� primar� �lem�nt and the fiiaw rang� as well as ass�gning �fi�� relays . as high ala�m, low aiarm, pulsed output to gace sampl€r proportianal to : I`"` flow, cor�tact closure vutput to external tatalizer, Ivss of ultrasanic signal and loss afi 4-2� mA outpufi. 9, ihq f�ow meter shail be capabl� of o�erating on '� 17 VRC, BO HZ, 10 �� Watts ar 12 VDC pawer and shall be haused in a N�NiA 4X enclosure !; and desigr�ed for wall mounting. 1 Q, i�e filaw m��er ra�ge sha�l b� adjus#�bl� using th� m�nU dri�en keybqard over a range of 0�4" fo Q�120" with � maximum dead b�nd of 12" wiih an , , �r,eur�cy ofi + .1 °� o� farg�F disfanc� or �� .D�", which�v�r is g�eaf�r, �r � . .�°/n bI� cur�e �eproducibility. 9�4 . ihe �low meter will be �rovided with camplet� manuals including ins�allation, ape��fion and �roubl�shAoting in�truotions. ' "[�. The flow meter shall be an �astech �adg�r Vantag� 2�00, ar appro�ed , _ �quai. C. �a�a Recorder 1. T'�e foliawing sp�ciiicafiian describes a paperless data recortler tha� wili sample and racard dafa fram 4-20 mA curreni [oap signals a�nd later iransfer the data tn a personal aompufer for graphic andlor numeric �nalysis, 2, The recorder shall be of solid-state des�gn with no moving pa�ts, control �uttons or dis�lays, lt shall off�r a single input and shall sample the current loap evary s�cand. Samples shall b� cailecf�d over a user- , defirted period, which shall �e adjustabfe from 1 secon� to B haurs. Afi the , end of each sample period, the recorder shal{ reduc� the coll�cted C&� 0113�8.Q'[ U 1 �Q�D � � 2ppZ . � Met�ring Stafion sampl�s saving only t�e minimum, average an�lor maximum vaEues fior ihat and each suacessive period. ihe unit shall be capable of storing up �a G�D� '� �1L€;:s for i� �r i!i�;t�,F, Ni ;ri']� al�L�l[ f�c csi` «t��,��;�-- around or �'l�'�3 type s�ch thai fih� old�s� da�a is averwri�en by the newest �or minimal fielc� mainfenance. 'The measurement resolution shal! burden the current loop by only 'f volt through aQ ohms. 3. In adclition, the recorde� shali offer two sefecti�e sampling modes. The first shall allow a user #o �xtraci the squ�re root fram the signal being monitared. 'ihe second shafl permit 5a�ing of data onfy upon activation af an alarm trigger. �h� user shall ��ve optian to sef either a high andlor law alarm t�gger fa� data recordmg. These alarm trfgg�rs shali also be used to aciivate an alarm cantact b�ilt in�a th� r�carde�. Yhe alarm cor�tac# shali be ar� ���' switch to ground with a maxim�m rati�g of 100 mA a�d 30 V. 4. �'he reco�d�r will be battery ap�rated and ti�e supplied batteries shall operate the unit for a minimum of 1� months und�r r�ormal �per�ting candifions. The r�corder shall p� ��used in a�inc-aluminum encios�re for prat�ction against rough handli�g, sha�l be splash resis�an� and shall opera#e o�er a t�mperature rang� of �250C to 6pOC. �. Yhe user sha�l have fihe optiort to downlaad the collected information to an IBiUI F�C ar campatibl� or to a rugg�d fi�ld data transfer uni�. 6. An (�M PC compatlbl� softwar� p�ckage shall be provided to interFace with fihe r�corder �irectly or thraugh the dafa transfer t�nit. Onc� fhe data has been dow�laaded to the P�, the user shalI have the option to display if in gr�phic or numer�c form for analysis, An optian sha�l also be available to co�vert stored �ata to an ASCII �ormai sa fiha# is may be used by a4h�r compatible software packages such as spre�dsh��ts. An aption in t�e sof�u►rar� shafl allow infierpretation of data in a variety af engineering units, which shall be selec�er� �ay the us�r. ih� softwar� shail also provide the aption 4o synchroni�e the data co��ecfion of multipl� recorders such that ti��y al[ coll�ct data at the same time. 7. The current loop recorc�er, data transf�r unit and sof�ware shall be Mode[ R�2142�2, A-203 and 5p�1 PC respectively, as manufactured by �'elog Ir�siruments, Inc., ar apprav�d �qual. �. Rny data�loggir�g unif supp�ied shall b� compati�le with the existing TRA so�rware sysf�m and existing data transfer units. 2.5 Ft�MO�'� ����M�7RY UNIT A. 5l1MMARY 1. This �ection sp�ci��s �unctionaj r�q�irements for the interface rrvith th�; �omputer �ubsystem (C5); communicafion (inks; a�d equipment at th� metering st�iior�. 2. Con�iguration of the Remate Telemetry Urti4 as shawn on the submittal drawings �o b� prowided by fhe contracior. C&B 0113��,��0 1��7Q - 6 2002 • � Mefer�n� Siation � 2.6 �. D��1NITt0[VS 1. Abbr��iations: �. �'�1l: b. AO: c. Dl: d. Rt): �. �P-,A: f. �CC: g. IIO: h. ���: i, N.C.. j. N.O.: k. RiU: I. �CADA: m. SPD7: n. ��: SU�MI�ALS 11r�al�g in}�isl�. A�alog outputs. �iscrete inputs. �iscr�#e ouiputs. �ederal Aviatian Administration. ��d�r�l Commun[ca�ion Cnmmission. Inputloutput �ight emitting diode. Normally open. Normally closed. Remote Telem�try Units. Supervisory co�trol and datae acq�isition. Singfeepo3e dotabl��throw. �elemetry Su�sysfem. A. Shop �rawings: 1. O��rvi�w Bloc{� Diagram: Showing a�l major assemblies and int�rr�lationships ag th� t�lem�try subsystem. 2. �verview 9escription. Comprehensi�v� description of f�nction, operations, and int�rrel�t�onship ofi the t�lemefry subsystem. a. �'iming defini��on of the �o�lawing: 1) Station scan #im9ng. 2} '�S da4a b�se updafie timing. 3} TS outpu4 command tim�ng. 3. Radio Communicatia� Link aesign: �. General; lntrod�ction describing approach used for detail lin� d�sign and materiaC in Submit��[. tnclude �he �allowing: 1) R�dio systern bloc� diagram. �) D��nition of mlr�imum signal le�e� (�s measured at recei�er inpuf) �f ba#h con�rol and repeater �tations Yequir�d �or satis�`actory sys�em operation (d�u1n. 3) Definitian p� pr�diciion moo�e� used for calculaotions (�.g., �3ulling�on, �angley, Rice). b. �adio Link �esign Cri#�ria: Calculations and support material de�ning design criteria far radia �inlc �o �iU. Support each radio I'rnit calcula4ion with a path profile #hat cleariy shows terrain and ob�truc�i�ns (major buildi�gs and tr�es) between th� e�ds of �ach tink, path I�ngth and antenna heights. F'lot p�o�le on 413 earih radi�s profile paper. Include fhe �oliowing minimum parameters for �ach radia fink calculation: 1} '�rar�smif�er pow��. 2} Transmission cable type, length, and lasses. 3} All other losse� (�.g., for duplexers, r�ceiver multicouplers, ar�tenr�a switches, co�nectors). 4) Type ar�d g�in ofr �nt�nnas. G&� 011358.Q10 zao2 � 5070 � � Met�ring Sta�ton 5) prediefed median path loss; separafe the path lass into at leas� �ree space loss and diffraction loss categaries. .; F'r��dic:�nca n�����i�;��:� lii��t rcfi��il;t)l. 7) Fade margin. 8) Predicted median iink reliability. 4. �quipmen# �ist: �ist all iS maJor assemblies ar�d �lem�nts shown below as a minimum: a. R��Ference or tag number. b. Name. c. Descrip�ion.. d. Actual �guipment manufacYurer a�d madel rtumber. e. Quantifiy. 5. Descriptive Infaerrtafian: �rovida far each �lem�n� a�fhe iS. a. Manufactu�er's part and mod�l number with all options cEearly defned. b. Catalog infiormation. c. Pertormance specifications. d. �unctionai descripfion. e. Block diagram. f. InpUtlnutput d��r�itions. g. Ins4�lEation dimensions and requir�ments. S. Assembl� lnformation: For al! specifcally manr�factured eq�aipment, (i.e., R�U pro�ide fh� �'alfoweing in addifi�n to m�te�ial u�der par�gra�h Descriptive Information: a. Assemhly dra�vings. b. 5chema�i� di�gr�ms. c. �ill a� Mat��al�. d. Power cansumption for naminal and warst cas�. '�. Int�rconnecting Wirirtg �iagrams: �how all assemblies of the fS and their int�rconn�cting cable and wiring terminations including terminations ta intertaci�tg �I�ments and sysfiems. Num�er a11 �ermina�ions. �. Ins�all�tia�t �efails: P�li modifications and d�tails adequateEy showing the in�tallation of the TS elements and �ssemblies. 9. lnputlQufiput List: �or each II� po�nt, list the type af U� point, point I� number, �ag num�er of source or �'i�taf co�ttrol equipment, equipment description, RiU number, RTU terminal Ed�nfification, and RiU location. 1I0 list sar�ed in two ways �y the �oiEowin� parame�er�: a. Point type, point �D number. b. RiU number, point type, �oint I� numb��. �. Q�ality Can�ral �ubmittals: 1. OWN�R training plan. 2. O��ra#ions and Maint�nance (0&i�) Manuafs: a. Updated versions of the iollowing items as r�quir�d und�r paragr�p� Shop p�`awings. 1) Overview block diagram. 2) Ov�rview descrip�ion. 3) CS/RTU communicatian link d���ition. 4) Radio communication link design. C&B 011358.01(} 15Q7Q � � �fla� • � Metering Station �) CSlremot� peripheral communicatian lini� �efnition. 6) ��scriptive informati�n. �i� %���E',ii7�iyEil�:iIi(iuf'sJk�. �) Interconnecti�g wiring diagrams. 9) Inpu�loutpu41is4. b. Assembly O&M Manuals: 1} �e�nition ofi model nUmb�rs and opfions. 2) F'er�nrmance specifications. 3) �unctional descripfion including th�ory ofi operation, configuration, capabilifiies, con�r�als, and a�rations. 4) �iil of f1Aat�rials. 5) Rssembly drawings. 5) �lock and schema�ic dEagrams. 7) Installafior� and saf�ty r�quir�m�n4s. 8) N�ain��nanc� t�sts and diagnastic pracedures. c. Maintan�ne� [nfia�mati�n: �or FiiU prinied circu�t b�ard, pror�ide th� i�formation Iist�d �nder subparagraph Assembly O�Ni Manuals, �ncltading opi�inal equipmeni mantafacture�s ��rt numbers for all componen#s and mvdules. d. l.isf af requir�d �r�d reeommended spare�, �xpenda�les, and tesfi �quipmenfi. 3. �tatemen� a� Qu�li�ie�tion: Maintenance t�ch�ician. C. Contact Clvseaut Submitta�s: Maint�nance Servic� Agreement. 2.7 QUP►�IiYASSURANCE A. iill�intenanc� Techr�ician Q�alifications: �'acfory �r�ining anc3 a minimum of 2 years of expe�ence in ��e ir�sia�llation and maintenance of R�U's af kh� typ� required for this Pro;ect. 2.8 5YST�flII PER�ORMANCE R. Accur�cy: ih� fotal, worst case, end•�fio��nd, root mean sq�ar� error for all analog input data har�dled by iS and CS, rtot ko exc��d �fus or minus a.2� percent of full �cale under all aperational conditiQns. This requirem�ni exclud�s �r�ors in firansduc�rs, but includes all sys#em data in all �'orms. �. GSI��'U Communicatien iiming: iVlaximum times allowed for the �5 fio perform data acquisitian and cammar�d autput fu�ctio�s with RTU's. 1. Statia� Scan: ihre� seconds, maximum fo� CS iv requesfi infa;ma�ian from a single RTU, receive a repfy, and s�are infgrmafion i� c€ata base. ihis requir�ment assumes: a. Sfation is � flow manitoring sit� RTU. b. No cammunication errars, i,e., tha� messag�s pass all security checks and no r�t�i�s ar� requir�d. 2. iel�metry Subsysfem Up�aY�: Six minufes, maximum for CS to update its entire TS data base. Oper�tion in�olves ir�itiation o� int�rrogakion C&B 01155�.07 0 15Q70 � 9 2002 . � � M�tering Station messag�s ta a�l ��'U's, receipt of re�lies from all RTU's, �nd storing of the n�w information in data bas�. This r€quirement assumes: a. '.�� ' ;� �f �C r: . r.,.4..1.,� � �� ��l ����vid�cl ur�ct�;i t�"� contrac�. b. N� communicatian eYrars. c. A single upda�e from each RiU. 2.9 CSIRTU C4Mi1�UNiCAT'IONS A. Communica#�on �rotacol: I1llodu� RTU, �. Radia Commun�catian Lin�s: (�f Required) 1. Ger�eral: a. Radio communication links exist b�tween C� and some of the RTU's at QWN�R's remate faci�ifies. The int�nt o�this proj�ct "ts to i�s�all with n�w equipme�t. b. �unctions are �ntend�d ta identi�'jr minimum acceptabl� �ammunication 9ink performance requlremer�ts. Fumis� a�l fu�ctions and equipm�nt necessary to effect compfetely operafiional communicafivn links that function compatibly with th� CS and the RTU's to farm an o�erall operational �CADA system. �. Configuratian: Con�igur� CSIRTU radia communicat�an links as shown on Drawings ar�d as foflows: a. CS tra�tsmits messages 4a and receive rep[ies direcfiy �fram each RTU. b. Laca�� an �ilJ at each r�mofe sit�. �emov� a�y exi�ting RTU's. c. Insta�l at eac� remot� site a single antenna �or bath tran�missian and reception. R�move any existing antenrtas. d. Radio cammunicatian links oper�t� on ��ingl� radio fr�quency in VH� band. 3. P�rformance: CSIRiU radio communication links in accordartce with the fiollowing minimum perFormances for communica�ior� channel and radia frequency signals: a. Radio eommunicatian channel suit�ble �or 3U0 baud, half duplex communication �etween CS and ��'U facilities. b. Radio communication fin�s in accordanc� with akl applicable FCC and �AA regulations. c. �adio communication lin�ts beiween CS and al� facilities, shall have a minimu�m o� 20 d8 fade rnargin. ihis is nominally 99.a percent relia�i�ity. d. Us� criter'ra iisfied in Radia 5tation �icenses for dssign of radia communicatia� Eink. e. Calcuiate a�imuths and distances from plant fio �ach site. Esiablish langitude and latitude ta each site. �. �repar� license applicafiions far sites, and submit them to OWN�R for signature. g. �iie signed lic�nse applicatians with �CC and fiollow upon licens�ng p�acess fio assur� licenses in time fn supparf installation schedule. C&6 0�1�58.010 1�Oi�0 -1� �002 � • � Mefering Sfatian I � �.�a ��r�v�� Y�������v ur��T �„ �c��r�f 1. RTU"s provide the interface b�kween fi�i� signals and ��e CS. R�c�iv� and transmii digital messa�ges over cammunicatian circuits to CS in accardanc� with the protocol. RiU's dis#ribute communic�fion, dat� �cquisition, and con#rol iunctions �or P�ac�ss Instrumenfation and Gontrol Sysfems. 2. Pr�vide tlAicrq RiU's for flow monitoring sit�s. a. �ar number afi IIP p�ints far typica[ FCiU's refer fo #able. iypie�l RiU`s �n Article SUF�PLEM�NTS afi the end af this section. B. l��rfarma�ce: �YIJ's operate as a sfa�e ta CS. �tiU's hav� all da�a acquisifivns, eammunication, �nd canfirol functior�s neces�ary fo inferfaa� with CS, and fie�d signals fifl implement a camplete and operable Prnc�ss instrum�ntation and Con#rol Sys#ems. C. InterFac�s: 1. Typ�s: a. With cammunication circuits to GS. b. With facility input and outpuf sig�als, c. With power saurc�. 2. �ommunicatians: 3. lnpu�l4utput; a. General: 1) /�011 UO fiypes in a�cordance with sur�� withstand capability � r�quirements of AA1SI C37.9Q. 2} Ref�r io Articl� SU��'L.�M�N i'S for partial listing of RTU InputlOutput (IIO) points. Summar�es are nat in�ended to be all-inclusive. �urnish all addit�onal inputs, functians, o� o�erations r�quired to provide a compf�tely opera�ional system. b. Discre#e Inputs (DI}: 1} A�I discrete inpu�s �xt�mal N.O. or N.C. contacts. R�U impresses a dc voitage on ext�fn�l contac#s to read fh�ir sfafus, In�ernal �T'U lagic aptically isolateo� firom e�cfemal contacts. Provide means to limi� r�ad curt�n� to 100 mA maximum. �urnish n�is� fiiters or use other �echniques #o r�ject short tim� constant noise, conta�t bnunce, and 60- Hx picE�up. ��#�cti�a �ime delay or� �I: 0.'I seconds. 2) Each DI shall ha�e a��� indicator i�af lights when its extemal contac� is closed. LED visible w��n card is in �he card file or mounted on the mother board. c. Analag Inputs (AI}: 1} A�taiag �nputs 4 fo �0 mA dc signa�s. Accuracy within plus ar minus 0.2� perceni of full scate uncier all operating temperature condition�. Input circui�s fully isola#ed. Common mode rejection 100 d� minimum. Norm�l mod� C&8 41135�.0'�0 150�0 � 1'� �fl0� � � Me#ering Station noise rejectian 40 dB minimum for firequencies of 60-H� and a�o�e, ?) � �a ?^ m/', '; si�nal� in �xcc�r�i�rrce v�ith ti��: ��f��i�ir�r c�i� tSA 55�.�. In�ut impedance 250 ohms maximum. d. �iscrete Outpufs (DO): 1) Furnis� D4 with int���osir�g relays wiih S��T co�tacts rated as fol�aws: a) ��amps continuous a# 25 degrees C a�d 120V ac for resistiv� Io�ds. b) 100,000 operations at 25 c�egre�s C. �. Analag Outputs (AO): Artaiag outputs fuliy isalated 4 to �0 mp dc signals ir� accardance with definitians af ISA 550.'I, Typ� 2, Class L. Accuracy within plus or minus Q.25 {�ercen� of full scale un�er fu[I range af opera#ing temperature cor�dit%ns. Resalutic�n U.1 percent af �up scale ar better. 4. Power: a. Provide power supply �o operate RTU on 1'f�V rms plus ar minus 10 p�rcent at 60 plus or mfnus 0.5�H�. Pawer inp�t circ�aits pass the surge w9thstand capacity req�irements in accordance with ANSI C3�.80�78. Furnish RiU with ir►t�rnal powe� ON/DF �' switch and �n �N status LED. b. �umish RTU �aw�r s�pply with acldc converfi�r, a baf�ery cha�ger and dcldc can�er��rs. Configure RTU pow�r supply to trickle charge battery when ac pawer is ON, and faik over to th� battery when ac power is Q�'�. Provide batteri�s, su�cie�tt ta pow�r �YU for a minimum of 2 hours after loss o� input 117 V ac power. �attery, seal�d lead acidlcalcium gelled electro{yt� rnaintenance� free type with rate �ric�le charge lif� in excess of 2 years. Include batt�ries in ��'� enclosur�s. c. �'urnisf� RTU's wit� ac power faif detection circuit or relay. Upan detection af ac pawer failure, creat� a�I. 2.11 EG�UI�'M�NT A. Radio Communication �q�i�men�: 1. �adio Specifications: Microwave Data Syst�ms M�S 971 Q�eries Transceiver a. '[ Q5�'i 6VDC Pow�r �a. �5P Modulation c. 9fi00 ��a Modem d. Networ�C Wide �iagnosfics Optian e. 1�.5 kHz C�ann�l SpacEng i`. �x �reque�tcy 900�980 MFiz g. TX �r�que�tcy 880�960 MH� h. �iagnasfics Software & Ca�l�s 2. RTU Specifications; Con�rol MPcrosystems, Ir�c. a. SCAQA�ack I�P Contraller b. DI, DO, A[ & AQ as req�aired �o me�t currer�t and praposed IIQ w�th 2�% additEanaf space�for the future. C&� Q11358.010 1 a074 e 1� ���� Metering Statian � i 3. Ancillary Items ai each RiU: a. Yagi nr Omr�� a�tenna ` r �3. '/.�" C��): G��7{�: C11{il. c. Poiyphasar iigh��ting & s�rge pro�eciion d. �round FLit e. �used Ctarrenf �aaps �. u�s g. ierm�nal �leck ._ _ h. Programming R�c�ptacl� i. Pow�r Supply j. 12Q volf AC surge pro�ec�ion or► RTU supply (�oad Cuard �asly� RASU45} � k. Any othe� equipmen� necessary �ar a camplete workir�g system. PART 3 - �X�CUTIOIV 3.1 N�MA 4X ENCL�SURE: A. ��ow m�tersi�st�umen�afion shalt b� mounted in �ackab[�, w�t�rproof and corrosion resistan# N�AAA 4X outdoor stainl�ss steel ser�ice er�ciosur�s. ihe ap�ning for 4he f�aw m�fi�r �nd pow�r cable �Hall be waterproo�. �nclosures shall be pror�id�d wit� an ail �teel daa�; windaws will no� �� accepfiable. The enclosures shall be painted white for t�mperature control. The paint sy�tem used shal[ b� designed i�or us� on st�inl��s ste�l. �. �nclosures shall �e mouni�d per the co�s#ruGti�n plans. 3.2 �i.�CTRiCAL INSiA��Ai[OIV: A. All �I�Ctrical equipment, materials and workmanship shall conform to �h� d�tafis of the �Ians. �. Nationaf �lectronic Code: '�he I�tesf published regulatians of the f�atianal �iecfrical Cad€ and all subsequenfi r��isions and amendmenfs �h�reto shall b� cons�d�r�d a part of these Specificativns as though fully wcitten out a�d i�carpor���d �erein. i#�e wor� shall also conform �a all ��p4icable re�uiations of fihe State of'iexa� anc! lo�al codes. In any parkicular instance where any a�the above c�ted standards are at �ariance, the one that constitut�s #�te highest �ngine�r�ng standard as determined by �he �ngin�er shatl go�ern. �quipmer�f and mat�riat shali confarm to the app{icable N�MA Siandards. C. �'ees and Permits: �he Can�racior shall pay all fees and pay �or all permits r�quired in connection witY� hi� wark. �. R breaker box, NEMA 4X loc�Cable and rainproof, a�d a G€ T�M�1 ZR Mad�l 1 br�a��r or e�ui�alenfi shalf be pra�ided. f F�e breaker' bpx shall hav� a 60 amp, two phase break�r. C&� a 113�8.0'! 0 15070 � 9 3 2002 - . Meteri�g Station � ..� �. �lectric meter and base shall conform TXU speci#�catFo�s. A��mporary cover opening shalE b� provi�ed until the meter is se�. F. Lightning surge �rotec#ion shal� be a 9elta �ightning Arrestor, Mod�l �R34� and surge capacifior shail be De�t� CA302, or approved equiv�l�nt. G. Conduit and �ttings for power sY�all be �Furnished and insta�led from #he �xisting pawer pole to the flaw meter enclosure ar�d fh� fb�rglass manh�le. Co��ui� shali �e #urnished and irasta�jed for the transducer �fram the flow meter �ncfosure to the mou�ting bracket over the fiume. Conduit and �ttings shall b� rigid Plas#ibond il, hofi d9pped, galv�anized insid� and out, with gal��ni��d threads. A ph�nolic coating shall be fusion bonded to the inside o� the conduit with a ti�icEcr��ss of 4�6 rnils. Afl conduit and fittings which are hoflow and serve �s par� ��ih� raceway shall b� coat�d with the same extsrior PVC coa�ing and interior phenolic coating on the �nside. Canduit from thc f�ow meter enclosure to the ��ergiass manE�al� shall b� 1�9J4" it� diameter. 31�" diameter carbon PVC flexibls conduit (or equi�alent) shaH b€� �nsiall�d firom the w�lls of fh� flberglass mar�hole to the transducer with a carban fit�ng (LT43D or equival�nt). H. T'ransduc�r cable s�all b� puil�d from the insfrumeRta�ior� panel transducer mo�ntir�g brack��. Conneciion at iransduc�r shall b� a liquid tighfi fitting. �ransducer brack�t shalE b� sfiainl�ss sfieel and le�eled upon ins#allation. J. A weatherproof receptacle, two out�oor 11Q V outle#s, shafl be furnish�d and installed at each breaker box locatior�. K. All brac�ets and hardware sha�l be No. 316 5tairtless Sfieel. �° 3.3 PAINT[N�: � A. Ail exposed metal sur�aces and pipes shall be painted except for s�ainless s��el, ho� dipped galvani�ed, �luminum and cappe�. Paint si�all b� Mabil� M&� enam�l, or approved equal, and applied as recommended by the �nclasur� ma�ufacturer. �he s�ainless sfeel N�MA 4X enclasure shall be painted as noted �� an tt�e p�ans. 3.4 Y���INC: A. Tne Gontractor sha�l t�st all equipment fiurrtished under tMis sectian ofi the Speci�icaf�o�s to insure that all it�ms ar� in �a�isfactory war�ing condition. �. Calibration of t�e instruments fur�ished shafl be accomp[ish�d by a quali��d r�pres�nfiati�e of th� companent supPlier ��d � representafi�e from ieinity River Authority, Dentan Creek Regionai Wastewater System, Metering De�artmenfi. C&� 0'E � 358.01 D 15070 d 14 �002 � Metering Station I � 3.5 CONTACT�NG U7ILITY COMPANY: 1' � T�?C'. �'�I"4�t"�?G�'r'r �NjY3jT rnn+�.�.� �hr.> {'�L14M1lnY COi�l�:�ti�r �Tx�� �i1C{ '�UI'r!S� ��'iC: s���OWIII� r informat�or�: 1. �'ower �ompany: a. Appraximate power: 12p �nits, singl� phase, 40A. � b. Cus�om�r nam�: Th� irinity River Autharity of f exas, c. Schedule acfiva�iar� date: C�mpl�iian da4� o'� p�ajec4. d. Addr�ss af #h� m�t�r station: Coniracfior shall coordina�e � obtaining �n address �o� 4his site 4ram th� City of For� Wo�th �r ih� � Ci#y �f Haslet �nd shall be fotwarded to TRA. e. Con4ractor shall notifiy �'rinity �iv�r Authority �entor� Cree� ' R�gianal Wastewat�r Syst�rn at �'[7�4�0��4�57', in order fio submit application for pawer. 3.6 1NSTf4LL�iIQI�: A. �'he mefe� stafion and instrumenta��on shall be install�d as �hordvn �n the piar�s - . and per manufacturE:r's recommendatiens. 3.� MI�CELLANEOUS: A. Pr�canstruction co�ference is mandatory. Pl�a�� can�ac� the appropria�e Auth�rity Proj�cf to sei u� dat� ar�d fiime. ' r B. Notificafiian: ihe Au�harity mus# be notified 7� hours prior fio canstruction of the .„ m�ter s#ation. Trinity RiverA�athori�y res���s �he �ght to ins�ect ihe metering faci�iti�s afi �ny iim� and to im�o5e condifiions of construction necessary t� pr�#ect � i Auih�rity �aciliti�s or th� ability to operate and maintain those facilitie�. fl �I �N9 OF S�CTION C&� 091358.010 9 507[} � 1 v 2002 � • M�t�ring Station V�N�@� �O���IAMC� i� ST�ei� �.AW 1 � r , The 9985 5ession af ti�e Te�sas Legislafure �assed House Bill B20 relative to the award of contracts to �an-r�sident bidders. The law that, in order to be awarded a contract as low bidder, non-resident bidders (out�of siate contractors whose corpora�e offices or principEe place of bus�ness are outside of t�e State af "fexas) bid projects far canstruc#ian, impravements, suppfies or services in Texas at an amaun# lower than �he lowest Texas restdent �idder by the same amounfi�thafi.a Texas resident �idderwauld be required tn underbid a rton�resident bidder in order #a obtair� a camparab�e confract in the State in which the nort-residen#'s principle �lace of business is located. The appropriate blar�ks in Section A must be fllEed out by all ou�-af state or non-resident bidders in order for your bid to meet specifications. The fai�ure of out-of state or non-resident contractors ta do so wifl automat�cally disqualify that bidder. Resi�ent bidders must check the box in Section B. A. Non-resident �endars in �gi�e sta�e}, our principle place of �us�ness, are required to be percent lower than resident biddsrs by state law. A capy oi the sfatute is attached. Nort-resideni vertdors ir� are noi required to und�rbid resident bidders. (give state), or principle place of business, � Our principle place of business or aorparate affices are in the State of Texas. B19DER: 5.7. ��t �5�-r��n�,.x bF z��t u�n.r+.� BY, t�s v, w�+rMP� Company {please print) �i2o �o� s�t �''' ��� � `�� Signature: � � �i�� M�N SF� � u� �yc i�Q�� Title: �Nr'�-� rn� ��ti'1� Ci� State Zip (please print) i1�IS ��RNI f�USi �� ��iUi2fi1�� Wl�r`� YOU14 I�UAiAT10Aa � coN��ac�o� cor���.i�wc� w�� ���[�c��t �' �c����t�z�: �_�'��r� �.. �v�r �ursuant to Article 8308�3.�3 flf Vernon's Annota�ed CiWil Staiutes, Confiractor certiflss that it provides worEc�rs' compensation insurance coverage for all of its employees ernpioyed on Cf�Y O� FORT WORTH ���A�YM�f�T' �� �[dGIh��R1NG �ROJ�Ci NUM��R 3i�0 �lND WA►i�R C}�f�A�fHi�NT PROJ�Gi IVUM��R �1T0-060970�t31�40. 1, S, �_ Lo�� �[�►,�srnv�n o�s a� 'iY�� f �T�v,` c�. ��[Vi��TO� r �]/: � � 1��! = (� . W I� � C�'l Cr6�►E'p.A�- 4KOt�+�`+l{:` I i41e---� - I/�iai � i S7'A�'� 0� ��XAS § § , ; �011Plil( OF 1',Q►Rfr�AN�' § �at� ����OR� f4ll�, the undersigned authority, on this day personally ap�eared, khown to me �a be the persan w�ose name is suEascribed to the foregoir►g instrument, and acknvwledged to me that he ex�cuted ths same as the act and deed of S•�. �tt .�aS'�►G'�Q� ��wAf 4'�f �.P for �he purposes and conslderation therelr� expressec� and in th� capacity therein stated. {�IV�IV UW��R �Y �iAN� A►N� S�A� OF �F�EG� this `�TN day af ��Ry , �0�3 . ��� � IVa �ublic in an� for'�he State ofi Texas SAMUEL M�M�DYA = * * Notary Pu61Ec ` �,� P State of Taxas : oF ��' iVEy Comm. Exp, i-19-2004 ' v b a v'�rh' v a�r r v�r ��r �� Y�°r r�� {`�� Bond Na. 190-D1q-904 PERFOItMANCE B OND , � TEIE STATE OF'T�XAS � KNDW ALL BY THESE PRESENTS: ! f COUNTY QF TARRANT § � Ttzat we (1) S.J. L�UIS CONSTRiTCTION OF TEXAS, LTD., LLP as Prineipa! herein, and (2) Liee i111utual Fire Insurance Compan;� a corporatinn arganized under the laws of the State of (31 �assachusetis . and who is authorized to issue surety bonds in the Stata of �"exas, Surety herein, are held and tirrnly bc�nd unto the City of �ort Worth, a municipal corporation locatec� in Tarrant and Dentvn Gounties, Tsxas, �bIigee herein, in the sum of: , l TWO MII,LION ONE HUDRED STXTY-THREE THOUSAND FOUR HUNDRED �'�'TY A1VD 85.�00 ....................................................................... .......................................:.......... ;f Dollars ($�,163.45Q.851 for the payrnent of whi�h s�m we bind ourselves, ouz heirs, executors, administratnrs, � successars and assigns, jointly and severally, firmly by these present. WHSREAS, PrincipaY has entered inta a certazn written con[raci with ihe Obligee dated the c_ of ___. 2003 a copy of wl�ich is hereto attAched and made a part hereof for all purposes, for the construction of: SANITARY SEWER MA,IN AND 1�-�NCH SEW�R MAIN TO SERVE SENDERA RANCH, SECTIUNS A A1VD B NOW THEREFORE, the condit�on of this pbIigatian is such, if the said Princi�al shall faithfully perform the work in aceardance with the plans, spacifications, and contract documents and shall fufly indem�if�+ and hold harmless the Oblrgee from a12 costs and damages which Obligee may suffer hy reason af Principal's default, and reimhurse and repay Obligee for all outlay and expense that Ob�igee rnay incur in makmg good such default, then this ob�igatian shall be void; otherwise, to remain in full force and effect. PROVIDED, HDWEVERy that this bUnd is executed ps�csuant to Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall 6e determined in accardance with the pravasians of such statute, to the same extent as i€ it were copied at length herein, IN WITNESS WHEREQF, lhe duly autt�orized representatives of the Principal and the Surety have � � executed this insirument. �- v SiGNED AND SEALED this day of .20Q3. ' I I '� � �i .� . A � �ST: �� �'�1. +_ � �,---' -_ r - 4 :� (Principal) Secretary � ! (SEAL) ;� .. � ; � Witness a P cipaI �� ; � A�"I'�ST: N/A Secretary � � (SEAL) �� � Witness as to Surety , f NOTE: S. T. LOLTIS CONSTRUCTIQN O� TEXAS. LTD., LLP PRINCIPAI, , + gy; � Title: rW„�ra� �vTa�r S20 SOUTH GTH AVENi1E 11+IANSFIELD. TX 76063 LIBER7Y MU7UAL FIRE INSURANCE COMPANY 5urety � BY: '� . �' �,v�c-t�%t�� d� � , � Name: Gary R. Woodward (Attorney-in-fact) Adc3ress: clo ACORDIA 4300 MarketPointe Dri�e, Suite 500 Bloominqton MN 55�35 Telephane Numhar: 9�a2-830-3D00 (] ) Correct name of PrincipaI-{Contractar). � (2) Correct name vf Surety. (3) State of incarporation oi Surety '� Te�ephone number of surety must be stated. In addition, a� original copy of Power nf Aitorney shal! � be attached to Bond hy the Attorney-in-Fact. The date af the hond shall not be prior to date of Cantract. ; I ' � � . �I�li�� l�Ii41�ILITY �011lIP�i�Y ,�C1�h��1�V���GM�N7° STATE OF TEXAS COUNTY OF Tarrant �' On ihis day of ' ' , 2003 before me personafly appeared , T�� �_ ; n to me known, who being by me dufy sworn, that helshe resides j� in TPxas and that helshe is the General Mana.�er of the ' S. J. LOU15 CONSTI�UCiIOR! O� i�XAS, ���., ��P the Limited Liabili�y Company � described in and which executed the foregoing instrument; that helshe signed hislher 'i � name therefio by order of the Board of Go�ernors of said Limited Liability Company a - „� . . a ' Notary Public ; ,,., � ' �� . i , � ��r;i��s , � *� r�nrco�t�is�ioN�cPaa�s ,' (f�t Seal) , „� i'� pe�ier Tg, �8 � . � �,��..... �,..�_ ,�,.. �x i4CFCN�1dV���C���N� O� C0���1�r47� �IJR�TY STATE OF MWNESQTA COUNTY OF HENNEPIN ; � On this day of _. _, ,. �, 2003 before me appeared Gary R. Woodward ;� to be known, w�o being by me duly sworn, dEd say that he is t�e aforesaid Attorney-in- Fac# of tl�e �C���iY MUil1�L �IF�E If��UR,��lCE C��tiP�P�Y, a eorporation; thafi the } seal affixed to the foregoing instrument is the corporate seal ofi said corporafion, and �� that said ins�rument was signed and sealed on behaif of s�id corporation by fihe aforesaid officer, by authority of its Board of d�rectors; and the aforesaid officer `� acknowledged said instrument to be the free act and deed of sai� corporation. � Notary Public, � �" � � {Notary`S al) :_� � � ,,,�r;, TEFiE5A HAMM�RS NOTA#lY F'IJBLIG-MIh4tJESOTA " �;� MYCOMMISSIQNEXpIRE51�3i-2U05 � e �1 ,� This pnwer ot'Attorney llmifs the acts of ihose Clamed herein,.and. they have no: authoriiy io bind the C9mpfiny except in the manner a[td to � the extent herein staked. . � �7 � LkB�RTY MUTUAL FjRE.IN3llI�AN.C� CQMPANY 1 3S3 BQ$70N� MA9�ACHiJ$ETtS � ' � POWER OF ATfO�iNEY � FCNOW ALL PEF�5UN5 BY 7�1�5E. PRE5ENT5: That Ll6erly,Nlutual fiire:lnsurance Com�2any (thie.."Cpmpany"), a Massachusetfs sto�k insurance � r eompany; puYsuarit ko and hy authority of the By.law arld:Authorization fiereina(t�r set forih; does heFeby name, constiYute'and.appalnt C�i.�IG�R�f4�1CF�, iONY 9.._'B��F��R,; N,4�bAiV.P, FiUGH�S, ST�V�N C::ARQhISON; GA�Y �. WOO�WAR�, . ,�AN��'. D.:I�U��C, �R�N�A J. ���I���,_T�R��A HAIV�.Ni�RS; CbAA QSiHUS, ��,�..0� `�H� Cf�Y`+@� , B�A�i�YINGTON, S�Ai� :��'.iilillNN�S�T� ..:. , , � : � , : , ,.. . „ .;.. � ..:...............:...............:..... �' �, each indiyidually if tliere be ri;qr6 than dne n�med, ifs true �ricl lawfuf a#tgrr��y in-fact td make ex�c�fe, seal, ackr�o�rl�dge. and deliver, for and on its �, behalf as.surety �nd as:.it5 aciai�d d�eed,_any antl all und�rtakfigs; bohds,:recagnizanc�,s a�id okh8r_surety:.obligations=in the penal sum not exceeding FIFTY MILLIoN AND Od11 D0'�"*"�**�*�`**"*"`�'*�`*" ;:oo��Ak�S; ($ . 5� U00,000.D0**'�** � 1 each, and the execution of sucfi un"ciertakings, bonqs,:racogn]za�+ces>.�nd otlier surety �bligativns in pii�suance:��ff Eh�se preserits:;shall be as b[nding upon Ehe '" Company as if theq had.been 8uly s�gned by th,e, p"residen4 ar(il atteste.d 6y tf�e s�cr�tary of t+�� Compaiiy:irl their bwn p�'oj��r persons. . '• y ihatihls power is made and ezecuted parsuant io afid by �utl�Arity of the follov+nng; By law and Author}z�fion: ARTIGLE Xlll -�xecutlon a�-�pntXacts. 5ec�i�on 5. Suret�r 8�n�ls atad EJnde�talcin�a � " Any d(f��er oF the Company�autkiprized tor that.purp�s�;.irr:u�YitiP�g by the cha�rr�an or tf����p�es�d�nt,:and subject to such I�mitaiions as fhe � 4 �, ohairm�n or. the:pr�sident rYiay pCescribe, shali appoint�such attprneys-in-fact a�� may �e neeessary ta aci Iri behalF of the Cp'mpany. to rinake, � ' execute, sa�F; -acknovvleage and dellver :a5 sui'e#y: ar�y and all ,undertakings, :bonds; recQgnizances and other surety oaligatlons. Such '� � attorneys-in�fiacf, sub}act to the:llmlta�ions.set fortki in their`respecti"ve�pawe.rs of attorney, shall have full powerto bind the Gompany by their y � sigha#ute �and execufion of any_.such instruments and to attanh thareto the seal oi the CDmpany:� When so:exeeuted such instruments sY��ll be � �`��; as binding. as if signed by the�president and af#esisd by tl�e `secretary, '� � � ° � - � � ��, By,the folfowing insirum�nt the chairman ar the presrdenf has, authonzed the officer ar qther o#hc�al named tlierein to appoint aitorneys-in-f�ct: � ���. � Pursqani to �Article XIII, 8ectl9n, 5 of the_ 8 Laws, T9math C, �Mullo Assist8nt 5eareta, pf Libe Mukual.Fire�.Insuranc,a Com an is. hereb � � i� Y- Y Y rY: rh' . P. Y, Y � ��� s authorized to a¢point such attorrleys.in=fact=as may be-rieees&ary fo �ct in behalf of the C�rtlpany to,make, execute, seal, acknowledge and � �� deli�er as.suret y an y:and all un�3ertak"ings ti�nds, r."ecognlzances and other surety-�bligations. � �� � .� . ` �: ���? �. 7hat':the By-1aw and.the.Autho[izatEon sef �orth.�bove 8rQ true eopies th�reo# and are nb+r� in full fvroe and effe�t. �-. m� • � : � . . � ��� !N Wil'NESS WWER�OF: this Power of,Attorney haS been sut35drif?ed b�t,an authorizeci o�fie�r or oificial.of LF�e Company and, the Corporate se�l a# a Q ��_Liberty Mutual Fir� I.nsuranc� Company hasl�een affixed thereto in Plyrnouth Meeting„ Pennsylvania th�s -13thday of December . ; B� i Q? � 90f}� . : , ' ,� .. �, �� . _ : . p d° j �� : � - . LIB�RTY MUTUAL-FIRE lTVSURANCE �OMPANY � � �. o _ ,. „�,- ; : - � � I � .�s �� Gy � x�,,.���� �., � Q, � � � . � : . � Tu ;o�-C. Mul�4ay�•Issisfant S,ec tary_—� � � ��";; COMII+IQIWINEALTH OF P�NN$YLVANIA_ . ss � � �� � � COU.NTYO�MOi�1TCa�MEFiY;- . , . : � � r� , . �� f�� �n tfiis 13t{i day of DeQgmber 2oo0 :, befare me, �� IVotary..l'ubuc, �ersc�naify catne Timatn+{ .C. FFultov, 4o me known. and :� � ,�!� acknowledged that he: is an Assistaht,:S.�cretary of Liberty Mutuaf Fite lnsurance Company; that he knows .tfie seal of said corpor�tiorti; and il4t�t iF� ':� � ' �� ex�cuted the:above Pawer af Attorney and affixed the corporaie seal af l.iberry Mutual Fire Insurance Company theretb with lfie autf�oriry anii at Tne �� ' I , � � d+reckian of said cor�aoration: - . - � � . � ,� � I�� e.�f IN TESTIMONY 1NFi '�� I�,s:�� hQre�:nto :,u�sr.rihed itiiy rrame anci at(ix�ci mv notarial �eal at: �lyrnouth Meeting, f'y�nsul�ania, C�n the_da� and year '� p�p � ' � � first above wriiien.. a " � � � c.1 b � . .. � � � j I � �, . • j � - - �f � . i �j � �'�D I'iP (y ' � - . . .. T , , �� � •,, , dl: i _ � � � u� ���/I.�,@�.i' ��(%�rG[�J I � � � I IJ . -. - L@f��t3 RA$t�I52� r:o��ry Puhi��: �� � µ�+ _ .� CEArIFIGATE l, the underslgned, Asslstar,i S�cr�tary. .o# �-u6es�y �"��?ua1 ;=ir:e ��nsur�nce [�ort'i'�any, iJo I;�r�by cePtl .ry I��! Ilte. �r!�in�i:}��wei u: �ttorney �f wi�ic�r ihe forego'ing is a full; true arid cdrreet c�py, �s:in fuli forrx. ;�^:� eiFecC on the ;dat�:bf this i�ttitwaYe; and J do �i#ner q�rtiiy that tr�e ufticer or ottir:�:�� wt�� executed the. said pov�er ofi,aitorney Is;�an�_Assistant.SecrBtary.spe�r�lly.::�ut�iorized b�.#h�ch��rman or�tne pres�c�ent:ta appoin4 attorneys=in-lnc� �5 provided,in Ar3icle Xtll, �eG1i6n 5 of the`Bq.�laws.pf Liberty Mutua[:Fire IosuFenc,e.Comp&�ly =..- _- rhis certlficate and,ttie, above. power af a�torney may.be signed.,by facsim0e~o� mechanically reproduced signaiures.under and by authority af #he following ycite, of the board bf directora of Liber#y Mu#�al Fice.lnsurance Corripany at a meeting dufy called �rfd held o�i ihe 12th day 6f Nlarch, 1980. VOTED that the facsimile o� mechanically. r2pKoduc�d-.signatura of any, assistant seoretary of flie eorripany, wherever appearing upon a certified copy of anypower of attorney Issued by the company:in.connection with su�efy bonds; shall 4e valid �and binding upon the company with_the same.force and effect as tfiough manually afflxed -. - , i.- �' IN TESTIMONY WHEREOF, I have hereunio subscribed rriy;narri� and aftixed the corporate seal::ofthe sai+�.com�any, fhis ciay of , . - . : ��.w_. �� --� v�.G�� v� � ,tr, . X.: Hee, Assistant Secretary - Bond No. 'f 90-410-9Qa THE STATE OF TEXAS COUNTY OF TARI2ANT PAYMENT BOND § § KNOW ALL BY T[�ESE PRESENTS: § That we {l) 5.1. LOUIS GONSTRUC'iION OF TEXAS. LTD.. LI.P as Princ�pal herein, anc€ (2) Liberty Mutual �ire Insurance Company a carpnraiinn organized and existing under the laws of the Stata of (3) " , as surety, are held and firmly bound unta the City of Fort Wprth, a municipal corporation locaEed in Tarrant and Denton Counties, Texas, Ob�igee heretn, in the amount of TWO MILLION ONE HUDRED SIXTY-THREE THOUSAND �4UR HLTNDRED FIFTY AND $5.100 ................................ Dailars f��.163,450.85) Far the paymenk whereof, the said Principal and Surety hind themsel�ves and cheir heirs, execntors, adminis#rators, successors and assigns, jointly and severally, firmly by these presents: * Massachusetfs . [ WHEREAS, the Principal has entered into a certain written contract with the Obl'sgee dated the day of A.D. , 2fl03, which contract is hereby ref�rred to and made a part hereof as rf iuIly and to the same extent as if cnpied at length, for tlze fallawing project: 5AIVITARY SEVwER MAIN AND 12-INCH SEWER MAIlV TO SERVE SENDERA RANCH. �ECTIONS A AND B — - - NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION J5 SUCH, ti�at if the said i'rincipal sha[1 faithfuliy make payment to each and every claimant (as de�ned in Chapter 2253, Texas Government Code, as amended) supplyi�zg labor or materials in the prvsecutian of the work under the contract, Ehen this obligatian shall be vaid; otherwise, to remain in full force and effect. PROVIDED, HOWEVER, that this band is executed �ursuant tn Chaptar 2253 af the Texas Government Code, as amended, and all liabiiities on this band sha4 be determined i❑ accordance with ttte provisions of said statute, to the same extenc as if it were capied at length herein. IN WITNESS WHEREOF, the duly authorized represe�tarives of the Arincipal and the Sureiy have executed this instru�nent. SIGNED AND SEALED this _ day of . ZOU3. i ; ,�;; : - �`�� i _ � ` I �1 ii,i� � �i�I_ �" i`- �- M�al�er ef t�resry Dfuts�! G�► i�p��t��� �o���� �'� aBTAIN �N��RMAi�ON A�aUT 7i��5 �OND, 70 MA�C� A�OM�11�1Ni �R �ro �i�� A ���ric� o� c�iM: Yaet m�y �o�t�efi th� Texas De�a��n�nt of Ins�rartce to vbtain in�o�matio� on compani�s, coverages, rights, complaints, ar sur�fy cam���y �ddr�s� �t: �00-��2-3439 . i Y�u may write the iexas De�artm�ni af Ins�rr�ance �t: ' P, O. Box 'l49104 � Austi�, YX 7�714-91 Q4 � � �'his nQtice is fQr infnrmatron pt�rpns�s Dnly and does r�ot 6ecome a;v�rt of ar a canditJon of the attachad ._ doeumenf, !f is given to camply witH SectiDn ��53,848, Gover�rment Code, ��d Section 53.202, Prdperfy Code, Effective September �t, 2009 � ,I A�+ ` %� ` ,:.,! _ �- , ��l'�- - (Principai) Secretary � , (SEAL) Witness as o ri c pal , l ATTEST: NIA � � Secretary I (SEAL) � c�.� I� WiCness as to Surety '�� ' � NOTE: � � S.J� L�UIS CONSTRUCTION OF TEXAS. LTD� LLP � FRINCTPAL � �Y: Narne: 7a� [1 Whit�l Title: �,Pne�x�, ana�er 52,0 SOUTH fiTH AVENUE MANS�IELD. TX i6063 LIBERTY MUTUAL FIRE 1NSURANCE COMPANY SURE�'Y � :� , C-��-�+�'�'-T•A� By: �. �� Name: Gary F2. Waodward Attarney ira Fact Address: c10 ACORDIA A�300 MarkefPainte Dri�e, Suite 600 Bloamingtan, MN 55�435 Telepl�one Number: 952-830-3D00 1. Correct name o€ PrincipaE {Contracior). Z. Correct name af Surety. 3. 5tate of incarporation af Surety. Telephone number of surety must be stated. In adciition, an ariginal copy of Fower of Attornay shall be attached to $ond by the Attorney-in-�act. Tha date af bond shal] not be prior w date of Contract. �DI�IT�� �n���Ll1f�f ��AIl���Yl( �,�KI��V1fL��(�IUt��I`� STA�'E OF i�XAS COUlV�1( OF Tarrant On this d�y of ��-��`�` , 20Q3 b��are me p��so��lly ��pe�red I,es V. �1hi�an to me knou�n, v�rho being by me duly sworn, tha�t helshe resides in Tp��� and that �e/she is the Ger,P�a1 l�a�ex of �he �s J, L0�11� COh1�iR�1�iD0�'� �� �'E�S, �i��, �L�' fhe Lirni�ed �r�bility Corr�pany described ir� a�r�d which execuied the foregoing instr��e�t; �h�fi helshe signec� hislher �ame thereto by order af the Board of Go�ernors of said Lirnited �iability Comp�ny � ��,;,,� �nr��s, iVo4a�ry �P�ablrc _ , �: P'_ I�AYCO�flM15510�iEXPIRES ( r Seal} z � -,� De�cetnber iS, 2a48 �Y��� �������������� �� �������� ����� ST,�,TE OF IVlIh��VES��A COUN�1' OF HE�ViV�PIN On this day of-_�_,�._ ,., �_, 2003 before me a�pe�red �ary R.11Voodward fio be known, r�ho being by me d�aly sworn, did sa��/ ihat he is the aforesaid A�torney-in- Fact af the 1�0����"lf 1���'II�LL FI�� II���D���� ���PIPAI��, � co�pora�ion; th�t the se�l affixed to �he foregaing instnament is �he corpor�te seal of saic� cor�or�tion, and that said instr�men� vvas s�gned and se�led on �ehalf of said corpor�tion �y the aforesaid officer, by a�athority of its �oar� ofi direc�ors; and 4he �foresa,id officer acknowledged said insirume�t io be the free ac� and deed id corporation. iVofar� Pu�alic, _ (f�o�tary Sea�l} n✓�/�N.fNt�V�'JLh. V.1�V1N�.fvt/W'�V�, YY:h j� � a.:�=�.: TEFiESA I-�AMIUI�HS G��'��� NOTAnY PUf3LIC-MINPlESOTA %'�:' MYCOn/+IJ�E551ph1k7(P�p�S7-31-2flQ5 6 �' �N'wV+N�^VYJv p, .'i - '� - . . , - _ . "_ - , , _ _ _ _ , l This Power of:Attnrney lirtits #he acfs of those �5amed trerein, and they h��e no authority to bind the Campany except in the manner and to fhe� exfent herein sta#ed.. � �. �- LIBER'1'Y MUTUAL FIRE INSURANCE CQMPANY. 736� , � �O$TON, MASSACHUS£T'iS � .PD{NERdFATTOAN�Y KN�W ALI. PE�R50NS BY SFIESE PRE3ENTS: That Liberty N�ufual Fire-Insurance Cbmpany (tlie "Company"); a Il+fassachu�etts stock insuranoe c4mpany; pursuanl toand by authqrify of the By:iaw�and.Autho�izafion he[einafter set forth,.does hePeby:name, cbnstitute a�d appoint . CR�IG" ��i�ICFt;.7�NY: �. B�CF��R;: NA�f�AN .�? HUGH�S, ,ST�VE� C. AF�ONSDN; GAFtY R. WOODW�e��, . _ .. . "� JAN�� �..�L���tC; ���i��A J.:�V�I�IF�a, i���SA HAMM�RS, CHAR_ OSTHUS�.�+�L.OF Yk� CITY OF �LOOiV�INGT�f�, STAiE;,�� iV�1NAl��QTA ...... � ,..., � ..., � �.:. . , t- , . ,. � : .. .... ... . . � � ,.eaCh indlvidUallyr-.if.tliere be rrtgre (han olle n�rrlecf, its tru� artcl:lawfuf a�t9�n@y in fact tq rnake ex8c.t.t�e, seai, ackttov,�led'ge^and deliver, for an[i.on its �'! behalf as.surety.�nd as ds act.a�d�daed�*a*�r�� *tl�all urtd@r�alc�rigs, b,onds,�recc�g�iiza�c@s�a�id o#h "r."sur.ety obli at�o** �in the penal s�m not exeeeding �1F7Y MILLIDN AND OOI10�:_._ . :._ .:.,.: ..::.., _.' .. _ -: =DOL4A��. ($ �D;OOO,OOQ �0 ...,- l each, and the executlon df sucP� undertakings,: bori�s, recogni�anceslan�i-. Qther surety ob��gatipns ir� p►irsuan�a�sf..fhese presBri#s,;.shall be as" hinding .upon the ( Compan}i as if fhQy had been duly sign�d by the p7esident ar�d attest�d by the secrie�ary Q�th@ Company in their own proper persons. � i� Thdtthis power is made.and ezecuted patsuarit to•and by �uthOriiy o1 lhe follow�n,g,By lau�r.arid ,QuthfsFiz�tian: ' ARTIC�E XIl l.- ExecuTion of Cor�tpact5: 5eclion 5. Suraty Bc�r�s af�d tJnde�takings > .� : � ` �— Any offic@r of the ,Campany �pthorized for fhat� purpbs�;3rr �ri#i�1g by the. chairrnan or lf�� ��r�s�d'�.r�t and s�bject, tQ sueh limiiations as the ;� I ' chairman .octtie �resident m2iy pr.escribe, "shaU appaint sucli.at#orneys-in-faot,. as� may l�e; necessa�y.to acf in behalf of the Company to make, � execute; seal; acknowledge,and deliver as surety any. and all une[ertakings;.bonds; recognizances �nd other surety. obligations. Such '� •� attarneys-in-fact, sub�ect;to the: limitafions-set forth in their"resp�cti�e powers of'atto"rney, shall.have full p�wer to bind tkie;Company by their N [ � � sigr�ature and exeCution of anq,such i�strumerits. and to attach tfiereto tli� s�al of tlie �ompany When so e�eCuted such Instrumenis sh�ll be � � I�` . as binding as If signad by the`presideni antl atte8ted by ihe �ecr�tary s y: � . � �. � 'a �� By tt�e follawing instruCnent the chairman.orthe pr�srdent.has autha,r�xed the officer or oiher official named thereir� fio appoint attprneys=in fact: � ,. C ,� : -� � r • - y. I�:� Pu�suant to �I�ticle Xll l, Sectior� 5 of tne ,Sy La+nls 7imothy C Mulloy Assistant. Secre4ary of Liberiy Mu,tual. Fire Insurance CQmpany, ls herehy � �,: � authorized to appoitt# such.aftorneys in=fact a� may b� necessary to act irl_b�halt o# the Cesrripany to.make, �xecute, seal, acknowledge anii � �� " deliver as sur@ty.any and all undettakings,.bonds, reCognEzances and otFier sureiy obfigatipns:: �� � . . . .. ,f''.? �. 7hat.the By-law a�d the,AuthoClzation set.forth �Fiove �re true cdpies fheredf and are-nbw in futl force and efPect �� i�� IN WITNE$S.WHEFiEQF this Power bf Attorr�ey f�as.been subsaribed by an auihorized of#icer or official of.the Company: and. the corporaie seal of �� �Liberty.Mutual Fire Insurarice Company has been affixed therQfo in=Plymoufh CVleeting, Pennsyl�ania th[s 1���day of. DeCemb.er . ,�� � . 2ODq . � . . @ � � � . . _ . .. , : �. O � `�.N - LIBERTY MUTUAI. F1RE.INSURAN�E CQMPANY L� , � � � - . , . . 4 f � � �- . - �. . , , . �� rJ� � � �' . ' � [�Y L�,�'� 4•-i.• .�-�� � 16 , �, �e .. SimoEl�r.C. Mul�1eu�4ss�s�tant 5ec t� ary �� y� 1,�; � COMhAOIVWEALT�I OF PEfVNSYLVANIA ss. . - - � � � � �� CQUNTY OF MO.NI'GbMERY; _ _ g C i � i�� Qn this 13th day ofi DeeefTlbe�' 2000 -, .befare n3e, a 14a�ary I'uh+l�. ��Rrsanally carn� Tima4hv G. F:"ullov, to oi7e knowii: er�d �� ��� �^ aokn�wledged that h� is an. Rssistarit.Secretary of. Liberry Mut�al Fire Insurance Gcmpany, I:ha: he kncr�s. tl7e s.eai r,f �aid carpbratian; and inn� rs� �,��' �� executed the.ahove Power of Attorne}r and affiiced the corporate �eal af� Liberty Mutual Fire Insurance Companq therela wi!h rnA ���+i,.�{iiy a►�ct a! rhe �� � � � direetion of said corpo.ratEon : . . - � � � , � I�� !�J IN T�STfMOIVY hlVHF �,�I�,�laVe hefo��nio s�bscribed rnv ndme and affixea my notarial seal:at. Plymoutn NieeYing, rsnnsvivani.a: �n ,np �ay and year �, p ! ��� � first aboue written. t�� � �' e ' �� M i � � ' , , ; �,� '� � OD i . CJ. , . � . , i � rTn�Fn'. � �_:Y �:-•.�P:} ��.� � ::rrri�. ��, �f �.5-�'-s�} �f�� � � I � � j � _ w -i er�sa F?asii�lla, ,Notqry h'utilic 6'� � � �L .� _ .�,�.. �:''� -- �'� '� CEF�TEFICATE, ��- = I � ��� � � . [� I, the undersigned,:Assysiart SecEetary.:vt.�Liperly Mi�'u�l Fn.� I�sur�nce Lompany, uo h�?i�hy C�r�liy. �"tctl lha ��+�i���� Auwer oE elt4rrley ci wh:cti kh� C foregoing i� a fulf, true arid corCect �cp�?q; fs�:in full torc�� a���J, etfecf nn the d��e:?�f this�ae�tEficate, �nd F_do iurther e�i�ify thal ine officer or offlcla! who � � executed the. said pawer oF att�rney �s��:an.�Assistant Sedretary spe�r�lly �pSharized by tqe chairman or th�_president ta appoint attorneys-In=fact as '� provid@d in Article XIII; Section, 5 of the. 8y-[aws of; Lrberty Mutuak Fce Ir�sur�nce Company.. .,. _ � 7his certlficate and ihe,above poirier oi attarney may:be ;signed:by facsi�n�le.o"r mechanioally reprodu�ed signatures under and by autFio��ty of the �`� fnllawing vofie of the board of directars of Liberty Mulual Fire Insurana.e Gampany �fa meeting duly-cailed and held on the 12th day rif March, 1980: � _ .. � VOTEb that the facsimile or mech�nica[ly reproduced .signa#ure of any; �ssistant secretary di the company, wherever appearing upon a 1 certified copy oi any. pbwer of-attorhey fssued by the c.ampany in connection witr surefy bonds; shal! ;be valid �and binding upnn the c�inpany �I l!, with the same force and effect as thpugh rnanually_affixed.. - . IN TESTIMOiVY WHEREOF, I have her�unto su,bseribed my'name antf �fflxed tFie corpor�[e seal .of ttie safd.compariy,:i�ti:, day of � - f` ,. �. - � �� / - � :' �� . -. gy���/� �. �}`� ^" �. : JQ X. Wee, Asslstant Secretary .j � i Bond No. 190-010-904 MAIN"1'�NA�10E BOND THE �TATE OF 'I'EXAS COUNTY OF TARRANT � KNOW ALL MEN BY THESE PRESENTS: Ti►at 5,1. LOUIS CONSTRUCTTON OF TEXAS. GTD.. LI,P (Car�tractor), as principal, and Liberty Mutual Fire insurance com�a�ycarporation organi�ed under the Iaws of the State oMassacnusett�urety), dn hc:reby acEcnowled;�e themseIves ta be held and bound to pay unto the City of Fort Wnrth, a Municipai Corporation chartered by virtue of Constitutinn and laws of the State of Texas, ("City") in Tarrant County, Texas the sum of TWO MILLION ONE HUDRED SIXTY-THREE THOU3AND FOUR HUNDRED FIF'�'Y AND 65.100 ................................ Dallars {$21G3,450.85} lawfvi monay af the United 5tates, for payment of whieh sum well and truly be ►rzade t�nto said Ciky and its successors, said Contractor and Surety da hereby bind khemselves, their heirs, executors, adminisuators, assigns and successors, jointly and severally. This obligation is conditiancd, howevcr; that, WHEREAS, said Contractor has entered into a written Contract with the City of Fort Worth, datea the _ day af 2003, a copy af which is hereto attaehed attd made a part hereof, the performance of the following descri�ed public impravaments: � SANITAAY SEWER MAIN A1�ID 12-WCH SEWER MAIN TO SERVE SENDERA RANCH. SECTIONS A AND B the same being �ferred ta heresn and in said contract as the Work and being designated as project P170- 070170131$4U anfl said contracC, inciud�ng all of the specifications, conditions, addenda, change orders and wzitten instrumcnts referred to therein as Cantraet Dvcuments being incorporafied herein and made a part hereaf, and, WHEI4EAS, in said Contract, Contractor bi�ds itself to Use such makerials and to so construct the work that it will remain in gaod repair and conditi�n for and during a period of after the date of Twa !2� Years after the date of the final acceptance af the work by the City; and WH�1tEAS, said Contractor binds itssif ta maintair► said work zn good repair and condition for said ternr� of Two (21 Years; and, WHE12EA5, said Contractor binds itseif to repair nr recnnstruct the work in whole or in part at any time within said period, if in t�e opinion af the Director of the Water Deparlment nF the City of Fort Worth, it be neeessary; and, WHEREAS, said Contractor binds itself, upon receiving notice of the need tt�ere%re Eo repair or reconstrvct said work as herein provided. NOW TF3EREFORE, if said Contractar shall keep atad perform its said agreement to main[ain, repair nr , reconstruct said work in accordance with all the terms and conditions of said Contract, thsse�rescnts shall he null and void, and ha�e no farce or effect. O[herwise this $ond shall be and remain in full force and effect, and the City shall have and recaver from the Contraccor and Surety damages in the premises prescribed by said Contract. , This obligation shall he continuing o�e and success'rve recoveriss n�ay be had hereon far successive breaches until the full amount hereof is exhausled. .�� IN WITNESS WHEREOF, this instr�menc is executed in 10 counterparts, each one of which sh,all he dee�ned an nri�inal, this � day of „ A.D. �OU3. ATTEST: (S�A.L) � r �� S.J. LOUIS CONSTRUCTION OR TEXAS. L'�D., LLP � � t Contractor ' ` � � !"� .i�� � ���Y� By: Secretazy Name: T pR �T LJhi t� Title: �al M3iL�,��T ATTEST: NIA (3EAL) � ����� �ry Witness LI$EF27Y MU7UA� FIRE INSURANCE COMPANY 5urety B Y: .�,�.r.�.rr �`�'��,, .��,.� Name: Gary R. �oodwatd Title: Attomey-in-Fact clo ACORDIA 4300 MarketPpinte �ri�e, Suite 600 Bloomingtan, MN 55435 Address 962-83fl-3000 :i I ' i' �f�[��� �IA�I�IYY GOI��ANY �CKf�O!l�IILEdC(��R�i � � STATE OF TEXAS COEJNTY OF Tarrar#- f� --_ - - � �� On fhis �ay af , 20Q3 before me personally appeared Les v. wh.i�_ to me hnown, who being by me duly sworn, that he/she resides :� in Texas and that he/she is the r,�,PraT ��ana�rAr of fhe S. J. LOU1S ��FdSi�UCTi��d OF T�X�►�, � I�., ��,� the Limited Liability Company described in and which exeeuted the foregoing insfrument; that helshe signed hislher �` name thereto by order of the Board of Go�err�ors of said Limited Liability Company G ` ,.... _.... -....,.�„��._ Nota Public �' '`�A" ry 1� r`"'¢'�.= s�c�r,io�Es ' ot Seal ~`: r= MYCO�UIMISSIpN�(PIRES � ':� = Decembes1e,2006 . �����_ _ . � �� � ..,...., �... �. �.....:� ` � �c���vv����n���� o� co��v�►�� �u���Y STATE OF MINNESOTA COUNTY OF HENNEPIN , On this day of ~ , 2003 befare me appeared Gary R. Woodward ;� to be known, who being by me duly sworn, did say fhat he is fhe aforesaid Attorney-in- Fact ofi the �I��RiY Ii�UiUA�, F`I�� II��U�,hlC� CON���►R�Y, a corporation; that the seal affixed to �he foregoing insfrument is �he corporate seal of said corporation, and , I� tha� said instrument was signed and sealed on behalf of said corporation by the aforesaid officer, by authority of its Board of directors, and #he aforesaid officer �� acknowledged said instrument to 4�e the free act and deed # said corporation. � � Notary Public, � � (Notary Seal) i1 i5+1/W�rt/,NSTdVv'✓t/��M.V1/�MAMN�,�s'l'1hA� G3 �t', �< 7CR�S/� I-IHMivi�F�5 ��4`��f% NOTARY hUBLIGMINN£SOTA -,.3�;� MY COMMIS510N EXPIRES 9-31•2005 �M1M �� �-., . . � - - a . � . .__, � _ I? �This Po+Ner of Attorney lintits the acts of those r�amed, herain,:and they ha�e na. autfiarity to bind ihe Cor�tp�ny �xcept in the manner and to the exterlt heYein. Stafed. � ' . LIBE�ITY MUTUAC FiFtE INSURAN.CE CQMPANY . ���.3 � . - BOSTQ�f, MAS5AC11USETTS : [ : - POW�F� OF ATTQRNEY I. K[�QV41 ALL pERSONS BY THESE PRESEN7S: TF�at Li�erty Nfutual Fire :Insurance C"vmpanjr (the: "GQmpany"); a Massachusetts stock insuranae ;. . eampa�y; pursuant to`and by authoriiy 6f the By-1aw arld,AuthofixatiqYi her.eina(t�r Set forth,tcfoes heYeby:narrie; consUtuta and appoint � �RAIG� R€MICK,:TONY.q.,��C�C��t;:NATHAN.p: HUGi��S, S`��1l�P! G.AR�NSON, CARY R:1NO�DWAR�; . _. Jr4N�T' �.:�U��C, BR�N�A J.:P���i��R; fi'���Si4 H19►1ViM��S; �H►4F.�t OST'HU8� AL�_OF iH� Cl`TY OF �. �L�O��NC� ION,.S�`aeT�;� 14111NNFcS�'�`A r.�,. ,.�.. ,. . :.,. .. t ., � , ,. , :.� ..:.............:.:...... ` r , each individually if there Ge rrloie �han one nart�:eG, ifs trU� �rl� lawfuf atfr�i7��y:ln-fact tp make ex�c[�te seal, ack�3awtedge..and deliver, for and ori i1"s i '. b�ahalf as:surety and as itS act a�d d�ed�*an�*a*d�all und'erCal�in�s, bonds,'�r�cagnizano�s a�d otFier:surety.obli a*nn**s*in_ihe penal��um not exceeding �. A FIFTY MILLION AND OQ11QQ-._ .. .... . � ' - _ ..., .:. -�..- - . ._.�pOLt,AR�:($ ...50;000,000 �0 - . ),each� and`the executlan af sucFi uniiert�kings,.:154h4fs, r6cog(�'izances �i�Ci Qther suretjr o4lrga3ions Er� pursuahce -af these presents,::�shall b0 as binding .upon the �' Gorr�pany as if ihey had b�en duly signed by tk�e:pTesic�entar�d afteSted by, the secr,etary Q��fie Gompariy in their own prQ�e� p�rsQhs. . � I� . ThaY.thls pdwer,is made.and ezecuted pu[sr�arit to arld by �uthoriry of ihe �ollbwin� E3y laW an8 Authoria�ti4n:. , ..� . ARTICLE XI II .- Executian o� �on�Cact�. 5ectiorl 5.. SuretX BCanefs:arid tlnde�takEng3 � - I � r— Any off�cer pf the Company auth�rized. far ihat purpbs�:3t� v�riti�.g by t�e chatxrnan or th�:pr�sid�►�t �r1d subject to such Ilmitationsas the ��, c�airm�n or.�tlie presiderit m�y prescribe shail appaint such aftorn�ys-in-faat, a� may be,necessary:tq acrin:behalf of lhe �ompany to make, � I exe,cute, ssaf, �cknawled�e and dellvEr�-aS sure�y apy, and all:,undertakings, ;b4nds; �ecognizar�ce� ;and,other;surety obligat't.ons, Such � i °� � attorneys-in�facf; subject tv the. l�mltafions.set for#h in iheir re"spective. powers of�attorney, shall have ful! portier to bintl�.the:Corripany by tfieir � I�. � signafure:and execu�ion 4f any.sucFS i�s#rumerlts: a1�d to attach iher�to the seal of the C.onSpany: When so eXecufed such instfunient"s s��ll 6e � ,�} . as hindmg as If sign�d.by the president ancf atiested by iYie secretary - - . �� •� . ���� By the follawing mstrulnent the chalrmap or the presideni has �uth�riaed lhe office� or other oHicial named therein to �ppomt a#torneys�in-tact; � ��y � ,. � . . � � i!! � Pursuant.to,Artiol� Xlll, Section.5,of the By Laws, Timothy C Mulloy Assistant 5ecretary of Liberly Mu#vaI Fire Ir?surance,Company, is, hereby � !`.."� . author.�ied to appoir�t s.uch attaPneys in=fact:as may bB nec8ssary to aet in behaif of the Company to make; execut�; seal„ aeknowl�dge and � ��� dellver as surety ahy ahcf al] un�iertalcings, bancls, recognizahees and otkier slaretq obligatibns: �� �� ��� 1U. That.the By-law and the:Authtorizat�bn set.forth abo�e are tru� copies th2reof and are now in full:fiorce �nd effect. �. �N i � : . - Qf LLJ '�� � fN V�i7N�S5 1NH�Fi�O�; thiS E'ower of Attomey ha�-�een subscrikied by an autFior�zed officer or officlal:af the Company. and� the corporate seal of �� �� Libe O: oufual Fir� Insurance Campany-. has been affixed thereto in Plymouth INeeting Pennsyl�arna. this ��t�day af: De.cerilk�er �� ��� � � , �;.N ` o� Ii � . : _ .. .LIB�HTYMUTUAL FIRE INSURANCE CC�MPQfdY . . � � �� . . - _ �.�.. ._ � . . ., h, , O� � � �� . � . � �,: �v ,,. �` �•�: c� . _� ��..� - ,� � � ', � . . . . - ���, '��,.^^,,,c'°;. C. Mul�ss�stanta"'ec�tary.-� . '4` � j� COMlNOfVWEALTH OF PENNSYLVAI�iA ss .- � � �.. � � COUN7Y OF. MONTGdM�RY . � � � � � . . ;. � a� ,y ��.' +% pn tYiis " 13th day of - D�CeI'nper , 200�J , peiare me, a IVotary Publ[c, p�rsanally Ua�r,p TI�TIOthv C: P�+1�ilOV_ [1 �I1L k�C+wn, �nrS �� ��� acknowledged th�t he is an Assistant SebCefary of Liberty Mutua! Fire Insurance Company; that he Knows.the sea� c�# said c�rpo�aUcn; a.,d ��_* he .� � L� exec�ted.the".aboye. Power of Aftarney. and afffx�d:the corporaie seal of Lib�rty Miatual Fire Insurance Gom�any lhereYa ti��irn �r,� �.,�r,s��iry an❑ dt t��e ��� � �: directian ofsaid corporation. �� � _ � � � � � �� , � � {J, IN TESTIMOi,VY WH �3�_ I kl�l*�6 Y��reun?q 5!!bsr_rihed my name r�nci athixPci m;c r��tarrai s�;�1 �1 FIjiRlo�ath 7Ue�ting: �'ennSylv:�n��, �rn th� ��y anry. yr�gr "�"' � ',_ r� �. first above written: � �� � N � ..� �, � � � s j . . . _ , , �' �.,' _ .� . ,_�.�{�-��/�{;'y�f � �. � Ca , . ' ' k� � I drn��,y i.� u5mhi rr.,rr'h5;:i' � �J'�•✓.�.Y��_ f`��F!`�GC,¢f�� Q- C . . f , . . — - -- i'tim: 7nrt�•�iqr re.,��'� �Y. i,'y �� !`� -r�f � - ' �4„IK�::ru��rl��=��-t.--:��fit,���l��,�,.. T�r�sa F',�st�fla� Not�ry.�iit�li�.- o� �� . . . . . ;}. �1,. � . ., . � � r C�RTIFICATE . . � . , . — � I; the undersjgned,,Ass�starit Sbcre�a.ry. s�f:Lipeny ��utual Eice Ins�rrar��o C;ampany. �o �erepy c�r�iry.;#�at �ns c�rlg�nal.powEr o+ attorne.y �t whi;:k, t^e �! foregoing is a full; fi'Ue and CorYeet cC�}ay; 1�-jn fufl force ari�i elf�cron ths.��te:.-of thistie:r.tl��cate, anc� S, ci^ f;�rth?r�eer[ii]i th�t �h� offlcar or s;fifiria9 wria executed ihe said power of. attorney ?� ;an :Assistant:SecFefary spe�ialiy ��uthbrizatl b� t�ie, chair�ri�n or �h� pnesi�leni la s�g�in� a+,tnrn�ys-in»facl as provid@d in Article Xlll; Sechon 5..of the Bg laws ot Liberty MutUal FiTe In�ut��nce Comp�ny �.� : '� 7his certi(�cate and.the above power of,.attorney m�y be s�gned:.by facsim�le ar mechanicall,y reproduced signafures under and i�y auihurity of lhe � follawing uote of the hoard of directors of Liberty Mufual Fire Insurance Gompany at.a rneeting duly caAed ancJ held�on the.l2th day of M�rch, ��80. I` . .: :-: . . ,. �- : VQ7E� that the faCsimile or mechani�ally reproduced signature a# any asSistani-secretary, pf the carnpany, wherever appearing upan :a � f . cerfified copy of any:pawer. af attorney issued`by th@ carrmpany`.in.conneetion wifh surety ponds; shail b� valid and�binding upon the:company � I; with the same:force and effect as though rrtanu�lly afflxed . . - � ., . � . . ,�„` . IN TIMONY WH�R�OF, I,have hereunta subscribed my narri� and affixed the corporate seal of`the said company, this ��� day oi �G� C.w�r� Z�� -,. . � _ _ � � "a�`�. . ` . �n � sv ,�.�`/,�. � � - � - `,' ,� { ` , ,% . , J� . X.: Hee, ;Qss�stanf Secretary. , � -_ _ p,�tT c - corrraACT � sTAT� oF ��s � COUNTY OF TARR.ANT � .� � � THIS CONTRACT, made and enCereci into the aay of _�. 2003 by and betvueea thz �"ity of '� Fort WorCh, a home-rule municipal corparat�on located in Tarrant County, Texas, acting through its City Manager thercunto duly avthozized so to do, Party Qf ihe First Part, hereinafter termed "OWNER", and S.J. LO[TIS � CONSTRUCTI�N OF TEXAS, LTD., LLPoi the City of MANSFIELD County of TARRANT and State of l. TE�A,S, Party of the Seeond Part, hereinafter tarmed "CONTRACTOR". .� � WITNESSETH: That for and in consideration of the payments and agreements hereinaiter mentiQned, tn ^� be made and performed by the Party of the First Part (Owner}, said Party of the Second 1'art (Contractor) hereby i� agrees wit� the said party of the First Part (Owner} to commence and complete certain improvements descri6ed as follows: SANITARY SEWER MAIN AND 12-INCH SEWER MAIN TO SERVE SENDERA RANCH. SECTIONS A AND B . � And all extra work connected therewith, under the ternns as stated in Ehe Contract Documents, and at his {iheir) own proper cost and expense to furnish all the materials, supplies, machinery, eyuipment, tools, superintendent, labor, � hands, ins�rance, and other accessaries and services �ecessary to complete the said construction, in accordance with �� all the requiremenCs of the Contract Documents, which include all maps, plats, blueprin�s and other drawings and printed or written explanatory matter thereof, and the specifications thereof, as prepared by the Engineers employed :� by the Owner, each of which has been iden�ified by the endorsement of the Contractor and the Engineers thereon, tagether wit�► the Con�ractor's ViTritten Proposal and the other parts oi the Contraet Docurnents liereto attached, including the Fort Worth Water Department General Conlraetar Documents and General Speciiicatinns, all af which „ are made a part hereof and collectiveIy and constitute Ehe entire contract. �� f� � The Contractor heeeby agrees to commence work within ten (10} days after tha date wz�itEen notice ta do so shall have been given to l�im, and to substantially complete same within the time stated in the propasai. The Owner agrees to pay the contractar in current funds for the performance of the contra�t in accordance vvith the Proposal s�bmitled therefore, su6ject to additi�ons and deductions, as provided in the ContracC Documents and all approved modi%cations thereoF, and to make payment on acco�nt thereof as provided fherein. IN WITNESS WHEREOF, the Parties to ti�ese presents have executed this Contract in IO counterparts in the year and say first above written. ` � CitV of Fort Worth, Texas (Owner) • � Party of irs a �j � BY: �L � � Marc A. Ot�, Assist t City Manager CW � � � [ �f �P !� � .., , _ ._-. .,..e��_ .�._ Con�ra�t .�uthori.z��i��a . � `�'-���� - ...�._._��- nafi-e �,� �..y. LOLIIS CONSTRi]CTION OF TEX1�S, LTD., LLP ,520 �4IITH 6TH AVENi]E �UTANSFIELI]�, TX i6063 Contractar -f B�:� ��,�� ; L Title: G-��N�i�F'+L 11�N/�c..�Cfi �� APPROVED: �L .b A. Douglas Rademaker, P.E. Drrector Department of Engineeriag CW . I, r ;� AT'T�ST: � ✓ �v� • ' �'-'(� ..;t. City 5ecretary (SeaI) . WITNE55ES: � �'� �.J1 +^ �r r����Y� ' ' ai.. �ved as �e�m 2nd L,egality: Asst. C' Attorney II[' : .:� � � — � � � r � � � �r � r � � � I ` � I . � . . i_ � I . I I _ � � _ ♦ �������� � L�������� , ..s �asements, as they become available, will be placed in a three ring� binder for �iewing at the �epartment of Engineering Plans Desk located at 100� ���i�ackmor'ron �fi. i=orl VVorlh, 1�ex�s � .l � J �I I� �� r � � - i� - - � i i ■ �������� � r ' � ������������ ������ ., f , _x 1 ■ I _ � f� i. r�����.��, ��►�. — Cansuiting — Geatechnicai - �nvironmental ' Canstruction MateriaSs Testin$ �I �, ;� ���r��Hn�ic�i.. ����s�r���°��� �Ai�R � aA�f ITA�Y S�lf'��R IiR�P��V�N��N 1 S _ ��N���► �fdCH FO�T IdV�f�Yb, i��tA a '�14�1 ��P��T i�0. F�0��0�� �� �AI���R � �(�R��,��, IAdC. F�R`i 16V���H, i�►S �Y f �� li l�p���� •��I �AL�e� ! �vR�r w�Riw 1 Housi�� i �u�TI� au�� � �, �002 i� � ����� ���� ,,._ .. -- -� .� . � p ' Consulting Eng(neers • Geotechnical � Environmental • Construction Materials Testing i]A.L.LAS• rCSi�T'rV�??TH ^ ii(;U�iTC7E��' /lL1z`r�riY-'s_��".�;�'v?t:'e"�! , Carter & Burgess, Inc. � 777 Main Street ' Fort Warth, �'exas 7G101 Attn: Mr. �ryan C. Jann, �.�. Praject Manager ; ! �e: Geotechnical Invesfigation _ Wat�� and �anitary Sew�r improvemen�s � � Sen�era RancE� { . Fork Worth, Texas ' I �ea� Mr. Jann: June 11, 2402 TMI Report No. ��0�-072 Submitted F�ere is o�r ge�technicai report far the above r�fer�nced p�nject. `f�te study was � � per�ormed in accordance with our proposal P02o2�58F� dated lUlarch 21, 2002. This repvr� ;, describes the results of our field an� �a6orato� lnvestiga#io�s together with recommendations far the design and consi�uction of the rr�arious proJect elem�nts. Two 6aund copies and one unbound � copy af thg report have b�en provided. We appreciate the oppo�tuniijr to assist ot� this preject and tn�st tt�at o�� field and laboratory data and e�gineering recommend�tions will be of assist�nce in your design effar�s. �o noi hesitate to call i� there are questions, ar when we may be of fu�the� s�rvice. ��0•••44•������ Fiespectfully, �����-�r�a�, rtv�. � �� � � l.eonel Ruiz, �,I.T. � Graduate Engineer o ,�� o� �°�,� h ����� .��� : � re�• . , •�. �:°:? ........................:.... fiARRE"1T �. WI�LIAMS . ............................. �, '•. � 52525 � :�� �s ����''+c`�;.,F�IS �P�.`�� N ���c��� �v� �� ��F�—� arrett �. Vllilliams, P.�. ��rn�••4��'� I�ort Worth ��fice Ma�ager a�o� ����� ��i��, �id�. a�� �o�t ►�o�re�r, �ex�s �s��s ���ne: e�� ti��-�s�� �a�: s��-���aso Water & Sanitary Sewer lmprovements Sendera Ranch Fort Worth, Texas TMI No. FE02-072 � ���1�4 �+1.��, /A'JC. �� Cansu�king — Geotechnical - Environmenta'( ' -Canstructiao Materials Testing �Q��� �� �������� P. aqE II �_ 'i .fl 2.0 3.fl 4.� �.� .� 7.0 8.0 PR�J�Ci ��SCRfPiION, PURPOSE AND SCOPE -�-�.��P��,��.����-____�o�_��..___-) FI�LD AN� �.A��RAT�RY INV�STI�ATIONS �-e���--�--���a-�����-�---�_��W�a� 1 SITF� AND SIJ�SU��AG� CON�ITIDN.S -��.-�--_�._.o�_eo ______o_.���__r��...�.�. � 3.1 Sit� Ceology �������.��-��-�--�������__.�____oo�0000_��_�_���o�___o���._..�o.�,_o___.., � 3.� Site Gor�ditions���__. _ --- -. _ _�___� - - - - - ��o.�_��d��.�o�..�o�wo�_�o - 2 3.3 Gene�al St�atigrapi�y --�� -- - - - - - �_�����___.....�.._.�_o____e..o.�_..�.....�do�_��__o___.� 2 3.4 Groundwater �.-�--- �____�______�40���00��--- o����.�___�...�_�__w_.�� 4 �IFi' SiA�ION����p�.___�o�.___�_�Wo_,..�o��o���oa�o�_�_�._o��.___0000wa�oo4 4.9 5ubsurface Conditions�����_.n.�o�ao_....�.____.���_..�o�ad�0000a-----------------p 4 4.� �oundaiion Racommenda#iar�s e-�-��-�wp--.���-----�-_�------__�o.ne�.����....�,�_��_�_�_ � 4.3 Belaw Grade Areas--�-��__���._��.,�oww000eo.wo� _. .... e_���.�.__.._� g 4.3.1 Upltft Consid�ratians ��.���am-,�,�e����.������on _ _ _ _ . _ _ _ae��n�o� g 4.3.� �elow Carade Wails�.:_R.��,,..�.,a��o.�m_��_�_��:.�.,pW��._oo�n�m___.....��e � 4.3.3 Ps�rt'tanen# �elaw Crade Wal1 and �lab Drain�ge Syst�m ����-�----�-����o� 8 4.3.4 Wal1 �acicfill Material �equiremen#sn-.�-�--�--���-�---�.�W��-�---- -8 �IP�I�IN� D�SIGN R�COMM�NDAYfONS �-----�--___o��o____�___����.��_oo_�.����,� g 5.1 ��nera! ��sign Consider�tior�s o�o���o-����-���---W_o�___.__ �o��_�...g 5.� i�ipe �mbedment &�ackfill R�cornmendations�--�o�-�__m_oo.ne�_��__ . o��.�o�.� 1p 5.3 Provisions to R�dt�ce �ackfill Settlement �-�__���_���_�._._.�__eo�m.,_w��o�� � p �.A� Pi�e iheust Restraint,�.������__4_eoo-�.-�.---- ---- ------a��.,.._��wo__o��._.____�_.__�e�.��-19 5.5 �'hrust Slac� AIlowable �eari�g Resistance -��----------�__��-�����---���-�-W-�--� 11 5.6 �estrair�ed Join# Recommendations n__�Aa.�do....e�..�o�_..___4�o_ww��_..�,_�.�_.��o � 2 �.7 Co�rasion Potential -���_�__�_�_�_�.�..,���.�o�enm�o�..�,���o�,_��� � 2 CONSTRUCTION GONSI�ER,4iiQNS o�������nd���--����.�o��-���ed�d�A- 13 6.1 Groundwater Seepage Considerattans ���______m.__��_�__�_.�__.a��_�_�.�____� � 3 6.� General Excavation Considerations & Rock �xca�ation -��o--�-���____�___�___..�.,.,�o� � 3 6.3 Open�Cut Excavation Considerations���----_____n��o�...__ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _�,�...__�__a�a � 4 INSP�CT�ON AND T�SilNG-d------___�.._�__�___�a____a�___e__.�_�__o.�oaa.o���wa � 5 L! M ITAiI�NS ��..__�,eo - - - - - - - -- . �,_.�n�wo��e��a...��n�oo����wo�.,a�._.... 9 5 I , .� INater & Sanitary Sewer Improvements 5endera Renoh Fart Worth, Texas 7MI �Ea. FEd2-072 i'i'L�Rf�9�l�.�l�, I��„ � � a Consulfing — Geotechnical - Env�ronmenta� '� � Cons#ruction Materlals Test(ng ������������ �tgUtp Pianof �orings __.�_�_.��__.������__�o_��.��o�.m���_�...__�..��w��.�.__�-1 - 2 l�ng af �orings �-�-�----����-.-�����___�_o��n��---____�-�-------oo�,o�__.�_oa�n.��_.�___0-3 � 2i Leger�d for Lag af �aTings--�_�--���--- -�28 � 29 Corrosion Pat�ntial iest �es�lis�d�tl.���---__�o�._e___oo�o _ _ _ _ . _ _ _ .���o...�o�..�..�_e�_ 30 Key to Cor�osion Potentiat Test Results -��-����--��-_�.-�-�-�---�.�-���_�.�e�_��o�.�dntioo 3'# - 32 Recommendatfons for �raced �xcavations��--�--�-6tlb--�---�----�-�--___�__o_wo��_���A_3� �ietd artd Laboratary Prac�duresnee�.-��-�--�..-��_..o_e_�.,��o_a.�_.�.�___.,��o�.,.____q�pendix A I;� � �_� I ;C water & Sanitary Sewer Improvements ���� ���i y��� " 5endera Rar�ch Fort Wartls, Texas Consulting — Geotechnical - En�ironmentel `iMl No. FE02-072 �- CanstruCli4r� Materlais ies�ng � � ��.f� �'f��J�'t�I"��:��i�l�''i1�i��, fr���fF����: �t��.� a�:C�}�� i�e wat��` �in� transmission main cansists of t�e instaliation of 38 inch diameter pi�e approximately 24,B4fl feet fn length. The line begins at �or�ds Ranch Raad proceeding w�st, then north alang CR4a29 (Willow 5prings �oad) and �inal�y east along Avondale-Haslet Road. The pipe wil� typically be em�edded up to 'IO to 12 feet below grade. The sanitary sewe� rnain cc►nsists af 30 to 4� inch diameter pipe with an a�proximate 'IG,0L30 foot main tr�nk line and an 8,00� foa# lang �hase I interceptor. A lift station is propased in conjunctian with the �orcE: main. �ore crossings at the railraad tracks and SH'��6 are anticipated. T'h� ptpe wil3 typically be em�edded up to 20 #ee� belnw grade. - The investigativn was designed� to explore subsurface conditions a�ang the proposed pi�elir�e alignment, and from the re��its ofi the exploraiian, de�elap engineering pa�ameters an� recommendations #o be u5ed in �ts design and canstruction. Our servi�es incfuded: � A deta�led descriptian af subsurtace and grocsndwate� conditians at the prnj�ct �ite, and their effect o�t d�sigr� and construction� irtcluding a description of the soil stratigr�p�y, und�rlying rock formation, a�d any �ateworthy geolagical conditi�ns. . • The effec#s og groundwater on the design and insia�lation of the project elemen#:s. • Recommenda#ions regarding pipe embedm�nt and trench constructia�t. � I�stimatPon of modulus of subgrade reaction af enve[oping earth. o Corrosion patential of subgrade mate�als. Z.� �I��� �1fVD �,����AiORYIi�!l�Si1��T1�1V� Subs�rface conditions were evaluated by a tatal af 25 barings drilled to s�e�ths of 1� to 40 feet belaw the exist�ng grades. A�proximat� �ori�g locations a�e indicated on #he Pians of �oring, �igur�s 1 and 2. A detailetl descri�tian nf the field and labvratory procedures ctsed in the drilling and testing of the sail samples can be faund in t�e Appendix. � The results af the field and labora#ary testi�g prace�ures, alang with tfie soil classi€�cation 3�y t�e `� � Unified Soil Cla�ificatian System, can be fflund at the appropriate �epths on the �ogs of �orings, �igures 3#hrough 27. A key ta the baring log terms and symbols is presented on Figures 28 and � Page 1 pf 15 Waier & Sanitary Sewer Improvements Sendera Fianch Fart Warth, Texas iMl No. FE02-072 �.t� �f (� AI�,� ��1���if���G� ��IVL�1 � IC7Jl�S � �� 3.9 �f�� �e��e�►Y . iLel��dR�l��, /IVEC. �� Consulting - Geotechnical - Environrnental - Constnictfan Mater�als Testi�g Ac�nrding io #he Dallas Sheet of the Geolac�ic Atlas nf Texas, the propased alignmer�t is geologfcalfy lacated in th� nutcrapp�ngs oi an undi�ided mapping unit which includes the Pawpaw �ormation, Wer�o Limestone, and �enton Clay, and �he Fart IlVarth �imestone and Duck Creek �ormation. ihe �'ork Wor�h Duc�C Creek Formatian mainly consists oi' [imestone wi�ite the Pawpaw INeno Denton forma�ion co►�sasts of lim�sione ar�d shale accasior�ally w�th alternating clay layers. These farmatlons typ[ca�ly weathe� fo form residual dspasits of mod�ra#ely ta highly active plastic clay. The �ort Worth I�imestone c�nsists af lim�stone and clayk wi#h the limestone pr�rtiar�s typical{y beir�g rela#ively hard. ihis farmation typically weat�ers to focm re�ativety shallow deposits of activs clay soils. ihe Duck Creek Formation consists o� timestone with some shaley portians. ihls farmation typically weathers #o farm telatively d�e� active clay sails. 3.a �iie �endi�ion� ihe site conditians along the propased pip�line alignment are high2y �ariable d[�e to tt�e lertgth af th� pro�ec#. Ger�eralized sii� conditions for segmented portions of the pipel�ne are p�a�ided in the following paragraphs. iNater �ine Borr'rras (�-fi throuph B-�3]: � 7�is portion of the alignment'[s loca#ed along the right�of way af i�icks Road, Wilfaw Springs Road and Avondal��Haslei Road. In general, th� site oonditians along th� al�gnment include drainage d�tehes, accasifl�al fre�s and good to fair drainaga. Sanitary Sewer �.ine Barinas t�-94 fhrouah 8-25}: � ihls par#ian af the ali�nment is locaied in gra�ually slaping areas that are typicaEly covered with grass. A c�eek is present alo�g the northern portior� of the alignment. ihe creek flaws fn a northwest to soufheast direction. 3.3 �en�ra! Siraiigraphy T'he stratigrap�y along each alignment was sorr�ewhat varia�le� partieufarly w�th respect, to the thic�tnes� o€ �he sail profile and the depth to the tart lim�ston�. A br�ef generalixa#ion af the Page 2 af 15 Water & Sanitary Sewer Err�pravamenfs Sendera RanCh Fart WorEh, Texas 7M[ No. FE02-072 T�l���l��R� IIV��. � ConsuEting � GeotechnEcal - �nvt�anmental Construction Materiais Testing T �ut�;��r�ac� c�i-�iiiliUr�:� �ur �:ac:t�� ui th� lir�a� is pre:.�c��t�c� �e:ic�w. �; desc��ipt�or� ar i� r� subsurfac� cor�ditians encountered in Baring B-�4 as�aciated with the lift station is presented in 5ection 4.1. � i� Wa�er Lirr� Borrnc�,f�-9 th'rouah �-i3f_ , Borings Bd� through 8�13, except B-8, were drifled in a paved a�ea. �he pa�ement sectian ' #ypically consisted of 3.5 to 5 inches of asphalt over 6 to � inches af base material. Dark hrown and brown clays with calcareous nadules and limestone ffagmet�ts underlaid the pavemer�t, except i� � , in �3or�ngs �-4�, �-5,_ B�10 and �-'13 and were present at fih� surFace in the rernaini�g bori�gs and . extended tn d�pths of 2 tv i feet. These clays had �.iqt�id �imits {LL) ra�ging frorn fi� to 6� percent and Plasticity Indices ��I} ranging from 39 to �46; classified as Cb by the US�S; and were stiff #o hard in cons[stency. ian to ta� a�d gray sil[jr clays wlth caicareous nodules and limestone #ragments underiaid ti�e �urficial clays in �orings Q��, �-3, �-6� ��7 and were present eifher at the surtace ar b�neath f�e pavem�nt in �orings s�4, �-1 and B�93 and e�ended ia dep#hs a# 3#o � 1 feet. These silty clays had LL's ranging from �1 to 27 percent and PPs rangir�g fror� fi to 'f 9; classified as CL by t�e USCS; ar�d were very stiff to hard in c�onsis#ency. `' Hard tan Iimesto�e with clay laye�s was p�esen# at the surtace in �orings ���� �-6 and B�'�0 and � 1 underiaid the clays ar s�lty clays in the remaining borings. In some �arings� aiternating layers of �' clay and limes#one w�re present. ihe fan limestanes typically extend�d to depths of 9 feet or more. �arings �-1, �-3, �-7 and �-� we�e terminated in the tan limestone at a depfh of 1� feet. Hard gray shale with limestnne iayers was next encountered in �orings �-4, ��5, B�9, ��90 and �� 11 at deptt�s of 9 to 4� feet and contintsed ta termir�atfon at a depth of 9� f�et. Hard #o very hard gray [imestone was present in �orings 8�2, ��6, �ti�2 and �-13 at depths o'f 12 to 13 feet and continued to baring term�nation at a depth of 15 feet. Sanifary Sewer Borinas f�-95 thmuah �-�a} The surFiciaf saits consisted of dark brown and brown clays with calca�ous nad�les and occasionally limestarte fragmen#s and extert�ed to depths of 1.5 to � feet, These ctays had LL's varying from 50 to 77 percent and Pl's vaeying from �7 #a �0; classi�ed as �H by the USCS; and were stiff to hard� in consistency. ian to tan and �ray silty clays with c�Jcareous nod�les and �imesfane fragments were then encvunter�d in v�er F�alf ti�� bor�ngs and extended to depths o� 4 to 13 feei. ihese sifty clays had �L`s a� �� and 38 percent and PPs of 16 and 19; clas�ifed as C� by tf�� USCS; and were very stiff to har� in consistency. Ik� P�ge 3 of 15 Water & SaRltary Sewer tmprovernents Sendera Ra�ch For� Worth, Texas TMI No. FE02-072 ��I�l� l�+fi��,, /fil'1:. � � Consulting — Geatechnical - Er�uironmen#af � Constructlon Makerials 7esting �`�r� iir���str�n� wi�s� cl�y i�yers u�rt1���3aic1 tf�e �iay� aa�d siity c:i�ys i�� Ei��; Uoririg�, �xc��l it� B-20 artd �-�5, and was present near the surfac� In �ortng ��21 at a depth af 1.5 fest. �he tan I�mesfones �+ � � � in �or�ng �-21 were underlatn by silty clays at a de�th �f i feet. Hard to very hard gray shale with limestone [ayers underlaid the tan limes#ane i� Borfngs ��15 a# a depth af '16 feet and continued ta baring termination at a depih af 2� feet. Hard fo very hard gray limestone was then pr�sent in the remaining bor�n�s af d�pths of #ypically 12 to 13,v feet but was as sYtallow as 8 fee� in Br�ring B-�3. Gray shale under�aid #he gray limestane in �oring �-47 at a depth of �'i feet. These remaining borings were terminaf�d in either the gray limes#one v� gray shale af a depth of 25 feet. 3.4 �rvund�r���r At the time of this In�esti�atian, groundwater seepage was encountered d�ring drilling o�erat�or�s in Borings �-3 and Bd25 at depths of 8 and 1� feet, respectivejy. Water levets of 8 ar�d 16.5 feet were measure� in Borings �-3 and ����� res�ective{y;�ai-completion, ff Is not possible to accurately predict ths magnitude a� s�bsurface water fl�tctuation tha# might accur ��sed upfln these shart #e�rm observations. and it should be recflgnizeri ihat groundw�ter levels will flu�f�ate with variations in -seasonal precipitaiion and surticial runaff. lf cons#ructipn occurs during or fallowing �eriads of heavy rainfall� shaflow groundwatee may be �ncount��ed in #�e farm of seepage through t�� craeks, f�ssures and fr�etures wi#hiri fhe clay overburden saiis �nd tan limestar�es. If there is a noticeable change from ti�e cortdifivns reported here[n, Terra-Mar �hould be na#ified immediately to review the effects it may have on the design recommendatians. 4.� I,[��' �iAT1�N We understand the lift stafion s#ructure has a footprit�t af abaut 25 ft. by 18 ft. {45a SF) and is situated about 23 to �4 feet belaw existing gra�e. �a�ing �-1� was drilied at the appraximate lacation af the lift station. �. � �ubsurfa�� �ondrfian� The surticial soils typically cansisted af very stiff tr� hard dark brown clays. Fiard tan silty clays were then encauntered in the borfng at a depth ofi 3 feet A one foat thtcl� clayey limeston� lay�r was encocantered at a depth of 5 feet. Hard to very hard tan to white limest�ne was present af a Page 4 af 1 S Water & Sanitary 5ewer tmprv►r�ments ���� ���y ���F Sandere Ranch Fart Worlh,l'exas � Consuiiing — Geotachnlcal - �nviranmental iMl Na. FE02-U72 � Canstructlon Materiels Testing i���th �f i� f��l. CfUyc:y Iirri��t�s�,G [Uya�'s w�r�; �rt;;uur3�ci�c� �i � c�e�th c�f ah�ou't 2�- �ac;i. Very harc� gray I}mestone was next encountered in th� boring at a depth of 28 feet and cant�ntaed to boring terminatian at a de�th of 40 feet. ihe su�ficial cIays enco�antered at this site are highly active while ih� underEying tan silty clays are moderately ac#ive. ACt[ve ciays ca� experi�nc� significant volume ci�an�es (expansion or contraction) with fluct�tat�ans ir� their rnoist�r� content. Groundwater seepa�e was encaur�tered in Baring �-'I4 during drilltng ai a de�th of �3 feei. A water t�vel of 9 feet was m�asured at c�mpletion with a water le�el of 8.6 feet measured abaut 1� minutes after completiott. Croundwafef� conditians r.an �ary with �uctuations in rainfail. �.� Foundat�on Rec�mmer�clafions Excavation for the struci�re will ex#end inta tan ta wt�i#� Ilmesto�es, ihe limestones will provide satisfactorily support wher� present in an undisturbed condition. Shallow individual footings may i �e proportio�ed �sing an aifowable bearing �ress�re of ��OflO PSF and continuou� fooiings may � be proporfioned using ar� allawable bea�ing pressure ot' 4,000 PS�, tndividual €oatings may be round, square o�' rectangular and should have a min�mum dime�sian of 30 inches. Continuot�s I ,' footings sho�ld be a minimum of 18 ir�che� wide. Considerafi�n car� alsa be given to supporting the iift staiion on � mat faundafion . system. R m�ximum net allowable bear�ng pressure ofi 4,OD0 �sf is �ec�mmended for design af the floor s�a� ma# #aundafion. A modulus of subgrade reac�ion of 300 pci is recommended for design. �xcavations for #he footings, placement of concre#e and steel, and any teq�ired backfilling should pro.ceed in as continuous a manner as practEe�l in order ta minimize moisture cc��tent ar�dlor strengt�t changes af the bearing materials. ihe subgrade of either foundation system should be free af loose materials or watec when fhe faundatian is poured. �xposed footing b�arirsg strata should be �ratected by a seal siab (3 to 4 inches thick) of faotirtg s#rertgti� cor�crete whera ihe foo#ings wil) �e expased for more tf�an 72 hour,s. �imilar proced�res should be followed where seepage in the overlying- sails cauld accumulate ir� fa�ting excavations. Water car� �o�'ten su8grade materials, iherefore, water should not �e permitted to accumulate in foating excavatians at any time prior to placir�g reinforci�g ste�l vr footing concre#e. Page 5 of 15 Water 8 Sanilary Sewer Improvements Sendera Ranch ' �art Worth, Texas TMI No, FE02-072 T�l�f��Jfdl��, I1�C. --���� Consulting -- Geotechnical - Environme�tal � � Construction Mate�als Testi�g ` �i iocriir�g �xc�v�ttt��3s ��� leit u�p+�ot�c�ed a�c� �xpos�cl io precipiEatiu�� aricflor c��i��t` waler ::,aurc�s which result in ponding in footing excavations, additional excavatian tn firm, undis#urbed material will be required, Foo#ing cancrete should be placed d9rec#ly against the wa�l of footing excavations. 4.� ��►ow �rade �rea� �xcavation for it�e sfructure will encounter approximately 8 feet of clays and sitty clays overiying #an ta white limes#o�e. T#ie white to tan I�mesto�es a�e anticipated to extend to th� bottam of th� excavation at a depth of abvut 24 #eet, ihe averburden soils can be ex�vated by conver�tiortal methads inc�uding backhoes. � I , �xcavations €nto the #�ard limest�nes will require rocic �xcava#ior� methods. Grotandr�vater shacald be ar�#iciAated in the ove�burdett sails and �articularly in the tan to w�ite limestones, The water ', I le�ei should b� maintained to a level of [east 2 to�3-feet belaw the �bottom�of ik�e excava#ian. �he various clays and silty clays and fraciured tan to white limestones are subjeet to caving and mu�t be sloped or braced in the interesi oi safety. . 4.3.7 U�oli�` Cansrdera�fons �he structure shauld be desigr��d #o resist hydrostatic uplift pressures. A design graundwater fevel at the ground surtace is reoommended far deslgn. iF�is is recommended because surtace water could become perct�ed in the bacicfiil cr�ata�g a tacalized high g�aundwa#er table. Resistance to �pllft pressures can 6e provided by the weight of the structure and ihe b�oyant weight of the s�il ov�rburden ac�n� on any portion of the mat tha# extends beyond the perimefier af the st�ucture. The o�erb�rden pressure can be co.mputed bassd on a bunyar�f soil unit weight of C2,fi pcf. Tie�down anchors can be used i# additiona! uplift resisiance is � required. This office should be cQntacted for additional recommer�datians conceming anchor desigr�, if required. � Pa�e 6 ot 'I5 l I � I � Water & 5anitery Sewer Impraverne�ts Sendera Ranch . Fort Warth, Texas TM! l�o. FEOZ-fl72 4.3.2 �ielow Gr�ade tl�fafls �b��l�'A4I��A'�, Il°:fC. ' ConsUE�ng — Geatect�nic�i'- �nWronmental Constructfon Materials Testing Lateral earth p��ssures an the berow, grade portior� of the structure w[I! depend on a variety of €actars, incl�d�ng ihe type of sails behind the wali, tMe condition of #�� soils, tt�e position of the groundwater, and tt�e drainage conditions behind the wall. Recammended lateral earth pressures expressed as equivalent fluid pressures, per faat of wall h�ight, are presented for a wail with a lev�l backffEl behind the top af the wall. ihe equivalent fluid pressure for an ur�drair�ed condition sho�ld be used if a drainage system ts nat presant #o remove water trap�ed In the backfill and behi�d the wall. Pr�ssures are pravided for a#-rest earth pressure conditians. In ordet to aflow for an active condition the top of the wail(s� mu�t deflect an the order of Q.4 percent. �ackfilling along all sides of structures should proceed simultarte�usly ta prevent unbalanced lateral pressures durin� constru�tion. At-Rest Equivaient �luid Bac4c�il1 Material . Pressure {�cfj �ratned Undrained � k � �xcavat�d on-site clay bacl�fill '� 10 Se�ect �i�l 65 � ��ee draining granuEar fiac�fiil 5� 190 95 .� 0 �ar #he se�ect fil! or �r�e draining granu�ar backfil� #he wa=I bacicfill limiis shv�lci extend outward at least 2�eet f�am the base of t�e wail and ti'ten upward on a 1�:2V siope. For n��rower backfill wld#hs of granular or selec� fill soils, th� equivalent filuid pressures for the on site c�ays should be used. � � The maximum expected short-term vertical surcharge intensiiy due to construction equipment is aboui 200 �sf. The effect of surcharge loadirtg may be accounted for by addir�g an additianal un'rform faad to the full depth of the side walls equiva�ent to onenhalf af the expected vertical surcharge intensity for granular, rock or selee� backfill materia�s, ar equal ta tY�e Full v�rticai surcharg� intensity far cl�y hackfiH. Additional surcharges shotald be i�cluded if they are appiie� within areas defined by an angl� afi 45 deg�ees from the bas� of #he wal{ to the gro�nd surtace. Page T of 15 Water & 5anitary Sewer improvemenEs Sendera �anch Fart worin, Texas TMi Ho. F�02-072 ���� f81iY��9 ,�Gsr �� CansulHng — Geotechnical - Environmental ��� Construction Mat�riafs Test[ng Sc:ttl�iric:€��L i�� th� w��l �acicfili st�aulc� i�� ar�tici�iai�a. i ij�ir�y �r�d �;ieciricai cocrauils through �h� {�ill I, f �' ,� ;� 1 C 1 sf�ould be des�g�ed for potential soil loadfng due to fll settlement. Sidawalks and pavements over fills may alsa se#tle. Properly compact�d backfill is ar�ticipat�d ta settle on the ord�r df 0.2 to �,5 perr.�nt af the fil� thicicness. Where backfiil is campacted by hand-ap�rated equipment and rt�t density can#rolled, #�e wall backfill is anticipated to settle vn the order of 2�o � percent of #he fill thickr�ess. �4.3.3 Permanent �elaw �rade Wall and 51ab Drainaae Svstem If �rained canditions �re desired in con]unctlon with a s�lect fill mai�rial or sit� clays, fll placed within 'f� inches of the wa11 shouid consIst of free-drain'rng ciean sand, grav�l, or c�us�ed limestone. �ill placed outside the se[�ct fill�wedge o� firee d�ainir�g granular bacl�fill wedge and within or�e foat af t€�e grour�d su�Face may consist of on�site clays placed in accordanca with appli�ble campac�ian sp�cifications.- A perimet�r drain must b� provided in canjunctian with a cirain�d candition. ihe � bottom of the drain sho�ald be situa#ed a minimum of one foQt lower tttan the adjacent below grade base slab. �he perimeter drain shou�d be perf'orated or slatted with a minimum pipe diameter of 8 inches and be wrapped in. filter €abric far �rotec#ion against infltration. Alternati�ely, in lieu of the 12 inch layer of free drainir�g granular mat�riai ad�acent to the walf, wall drainage may� be accomplished by th+e use af a geocomposite wall d�ain materia! attached to the bacf� Qf t�ie walls. PerForated drains pla��d at the base of the g�ocomposite should be protected by a mir�imum of 1� inches of free draining grar�ular material. 4.3.4 Ll/aN Bacfc�!! Material ReauiremeR#s Free����it�lna Grar�u�ar Back�ill: A�1 free draining granutar wall bac6cfili mat�:rial s�ould be a �rt�s�ed stone, sandlgravel mixture. or sandlcrushed stone mix�ure. The material shouid i�aue less than 3 percent passir�g t�� Na. 2�0 sieve, and less #han 30 percent passing the No, 4Q sieve. �he msnus No. 4a sieve materEai should be non-plastic. 5elect �i11 Behind Walis: All wall select �ac�fll s�ould consist af nan-expansiv� mat�rla3 with a plasticity index b�twe�n � and 15, with a iiquid Itmit nvt exr.��ding 3� percent. The select fili sha�ald �e pl�ced in maximum eight snch lifts and compacfed to beiween 95% and '� 00°!a Standard F'age 8 of 15 Water & San�tary Sewer Impravements 5endera �tanch F'art Worlh,l'exas TMi No. FED2-072 F����1�1AR, I�Go ConsuEting — Geotechn9cal - Environmental � Constniction Makerfals Tesifng �'r�cfo.- �; r:�ity t,^«T�� G���} svi�h�n a rnoistur�: rar�g� �f plu:� .a rni�zus t�hr�� (�) �i�rc�r3� t�f fih� aptimum moisture. Compac#ian wi#hin 5 fes# of walls sho�ald be accompiish�d with hand compaction equipment and shotald be between 9a% and 9�% of the Standard Prac#ar Dens9ty. On-Site Clav �ackfitl: �or wal! back��l areas v+rith site-excavated mat�rials, ar stmilar impa�ked materlals, afl oversized fragments larger than fo�r inches �in maximum dimensian snould be removed from the bac[cfrll ma#erials prior ta placem�nt. 7he backfill shoufd �e free of all organic and deleteri�us materials, and should �e placed in maximum 8 inch compacted lifts at a minimum of 9a% Siandarc� Proctor density �ASiM ��698) within a mo�sture range o# �lus to minus #hree t3} percent of optimum moisture. Compaction withir� 5 feet of walls shouid be �ccomplished witE� hartd campaction eq�ipment, and should be between 90% and 95% ofi 5�ndard Procior 9ensity. . �. o �r���rn�� ��s��� r����r�n���v�� rr��� � � ��nePal ��ign �onsidera�ions � � Excav�tio�t depths far the 3� inch dlameter wa�er main are anticipated to be 8 to 10 feet below = ex�sting grades. The excavation depths far the 30 to 42 inc[� sanitary sewer lir�e are antici�ated to y be up to 2Q feet belaw existing grade, MQst of the pipeline will be installed using ope��cut excavations; howev�r, some bored excavations will be requ�re� far the sanitary sewer lir�e to ;' . + minimize dlsturbance to exfsting structures. Currently� ti7e proposed bore instal[a#io� Eocatior�s ,, associated wit�t the sanitary sewer line are: 1} the rallroad c�ossing and 2} #h� S�i1�� crossing. ihe water pip�fine is anticipated to bear in eitt�er tan limestones or sl�ty clays. The sanitary sewer ' line is anticipated to bear bebw ffte clays and predominately in tan limestoner gray shale or gray 1, . limestone. ihe resu[t� fram the borings indicate tha� t�te anticipated bear�ng ma#eriafs will pro�ide satis#actar�ly suppor# when present in an undisturb�d condition. ihe c�hesive materials are in a v�ry stlff �o hard condition. ihe tan limestanes, gray shafes and gray limestones are hard ko very hard. Excavation a# the iimestones and shales w111 be difFfcu[t an� time cvrnsuming. Please refer to Sec#ian B.� for a more detailed discussian. � Since the ioads at the bearing elevation after construction (from tk�e pipe and backffl) sho�ld be very clase or somewF�at lawer� than the origina[ overburd+�n pressures, settiemen# of prop�rly h�dded pipe Is expected to be negligihle. Additio�ally, the pi�eline should bear below the zone of � Page 9 af 15 Water & 8anitary Sewer Impravements Sendera Ranch Fark Worth, Texas TMI Nn. Ff02r072 , �l ;f 1�� I �� � � , � a�, T��i� IP►���i � IIVE+. � Gonsulting -- Geotechnlql - �nvironmenta! Cnnstr�ction Materials Testing ��nost :�iyrii�ic�aiil rrfoi�l�r�c; i�iauccc� vului�`l� c�7dtyg�s arrcf wt�eee ut�ici�rlair� �y €i��;�;��ui�» wilf b�ar en�irely below the zflne of seasonal mois#c�re change. ihis should limit movemenis related to _shrinklswell effects to acceptable amoutzts. It is recommended that the pipeline be designed to withstand c�n the order of 1 inch of vertical mavement to accouni for l�cali�e� non-uniformity, soft �ones, or modera#e seasonal shrinklswell effects. The selection of a s�titabfe madulus of subgrade reaction (�C) for the design of ti�e pipel�ne is somewhat com�licated �y fhe fact that the subgrade conditions at the sampte locations are varia3�le, artd that t�e borings locations are widely s�ac�d. ihe k�values wot�ld be expected to range f�trm approximafely 20�psilin where underiain by sifty c�ays to aver 1040 psilin where underlain by limestone and shale. tt is canserrrativ�ly recommended that a value of 200 �sirn be �sed for des�g� of �il of the pipeline areas. �.Z �ipe �'mb�dmen� � �ac�lJ R�commend�#ren� P�pe emb�dm�nt should be a caa�-se�grained cohesion-[ess mater�al tha# will praperiy fill th� area below the spr�ng line af the pipe. TF�is bedding should extend ab�ve the pipe a m[nimum of 6 inches to prouide protec#ion a# tha �ipe during placement of tf�e trench bac�lL 5ite excavated materials are generaliy considered suitable for use as bac�Cfill abave the embedmen# materials. Ail t�ench bac�FiH snnuld be free of deleterious mat�ria[s, Use af rock fragments greater than 8 inches !n any dimension shauld be prohibited, since at#aln[r�� a unifarm moisture and density wi#�out voids would be difficult. �ack�ll shouid b� cnmpacted in maxlmum 9 inch loose lifts at a minimum o� 9�% of the �tandard Proctc�r d�nsity (ASiM �698}. Clay sa91s � having a PI o�er 20 should be compacted af a maisture content rar�ging from 2 fo +3 percentage , poin#s ofi the optimum moisture content as defiermir�ed by ASiM n698. Silty clay soils ha�ing a P! �� less #han 20 should �e cflmpacted at plus to minus 3 percentage points of fh� opiimum mois#ur� ; . cantent, J�tting to cornpact the pipe backfill should nat Ua aliawed, f�lowable concrete can alsv be used ia backfill fhe pipe trench. 5.� Provisfon� fo �edu�e �ac�ill �ettlem�n� �ortions of #�e pipeline couid potentially be cons#ructed in areas of exisfir�g pavements. Field ,_ testir�g will be a critical eiement in contralling ihe compaction qf the backfllE to limit settlement. All Paee 10 af i� Water & Sanftary Sewer lmprovemeets 5endera Ranch Fort Warth, Texas TMI No. F�02-472 ��Iti���fVli,�/5j ■%�Gir �� C�flsulting — �eotechnical - Enviranmenfa! � Constructlon Materials Tes#ing tic�7Ui� b�ckfi�l,�F� i�� fh�sL c�'iiicai a�'i;as sk�ali ir�cic�ci� �t�ll�iirne t�b;erva�i�i� is� soii cc��iE�actit�n by an I�i experienced geotechnician under the supervisivn of the gevtechnical engineer. The eo�trac#or shou�d provide protectiari for t�e testinglir�spectian personnel while war�ing in th� trenc�es, and shal� mave the protecti�e shield/sharing such t�at areas to be tes#ed are readiEy accessible, The compacted moist�tre/density o� alf back�l[ soils shauld be test�d at a rate o# ane #est per 'I00 IinBar f�et af trench, for each [ift of fll placed, durinq constructian. pigging through existing lifts of �aalcfill to access and tes# underlying iifts shou�d not b� allawed. In our opinion, the pot�ntial settlemer�ts can be limited to acceptab�e le�rels using site-excavated soil backflt materials by usir�g the compactian c�iteria disc�ssed abo�e and specifying strir�gent tes#ing requiremen#s'for all backfilf material. I� addition, ta limit settlement, where caarse-grain�d cohesion-less materials ara us�d as pipe bedding materials they shvuld exten� at least six ir�ches ahove if�s top of the pipe and snauld be wcapped with a sui#abl� geatextile to limit tl�e ir�truslon of fines inta the crushed stone ma#erial. 5:4 P1pe Tltrusf Resgr�in� Pipe restraini wi11 be required where the farc� mains chang� vertical and hori�ontal directions. 'ihe plp� thr�st can be resisted by thrust blocEcs or pipe joint re�traint. Recommendations for bearing resistanc� of thrust �lacks and pipe joint restraint are presented in the following sectEon. �. � ihrus� �lock �llowabl� S�a�ing l�e�is�an�e Yhe al[Qwabl� bear�ng fesistanc� far si�ing thrust blocks ior hori�ontai turns in the force m�ins can be compt�ted usir�g the iollowing equatiort. i�e allowa�le bearing �esista�tce is based on the thrtast blac�Cs bearing or� undisturbed sails. Tf�e undisturbed sail should exfend at teast three thrust block widths beyond the bearing face of the thrust bloc�C. Nt xSu qaGl = �S � p�f Where: Qa„ is the allawabEe bearing resistance with uniis af psf �� is th� undrained shea� strength of #he s�ii, �s� �,400 psf page 41 af 15 Water & Sanitary 5ewer Irtsprover�tents ���� �,��� ���� 5endera t�anch • Fort Warth, Taxas � Consul�ng — GeotechnEcal -�nvironmanta! TMI No. F�02-OT2 � '� Constructlon Materiaks Testing a �,6 ��s�r�in�d Joing 14�cornmend�fians N, is the bearing ca�acity c�efflcien# and is dimensionless. Nt is equaE to 1.� x(c�/�) <6. Tf�e footing fo embedment d�pth ratio, dlh, is eQual tp the vertical de�th t� the battam of the faotir�g, d, divided by h the veriical heighf of the footing. N, sha�ald not exceed 6. 0 F=S is tP��; Cuc�c�r of ;:f�;i�ty. �l i�uiar �� sa�c;l•y c�f 3 i� eect�r��it'r�encle�. Unbalanced thrust forces at pipeline horizontal bends can be res�rained by slidi�g res�stance along sections of the pipeline and at w�rtical bends by the soil overb�arden pr�ssures, fluid weighi, and aipe weight. The vertica! soil o�erburden pressure can be ��ss than the weight af a column af so�l above the top of the pipe. Marston's equation for sail press�ares �ct�ng on a pipe ir� a trench with soi) arching is recommended fo� camputirtg th� ver�ical earth caver Ioad ac�in� on t�e pipe. A. siiding cq�fficient of 0.25 is recommended for smoot� wall �VC and fiberglass pipe and 0.3 is recommended for rigid concrete pipe. A soi! uni# weight of 10Q pcf is recomme�ded for design a6o�� t�e wat�r tabte. ' �, It s�ould be noted that movement between the -pfpe and bedding soi! is required to mobifize the � sliding resistance along the pi��. Pipe mavemer�#s ranging from 02 to 0.� inch�s may be required '{ ta mobilize the fuli siiding resis#ance. Acc�rdingly, a factar of safe#y o# at least 1.2� is �� recammendec� to compute the required length of pipe wifih restr�ained JoInts to help limit pipe maveme�t�. � � � a.i ��rrc�sien P�fi�n���l . Varioe�s labora�ory tests ware per€orm�d ta eval�ate #�e sail co��asior� pate�tial to buried iran and metals including sail reslstivlty� pH, oxidation-r�ductian (redox� patentlal and s�ttic�es determinatians. Th� results of these #ests are re�orted on Figure 30. �'he fests indicaie #hat ihe subsurface soils are cansidered to be nea�ty non-corrosi�� ip mildly-carrosive #o hurie� ductile irar� or cast iron pipe. ihe tests also indicate a Iauv �mild) corrosion poten#ial tv b�ried concrete str�ctures in th� tested areas. Methodology outlir�ed in the Handbook: nuctiie Iron �i�e. Cast lran Pine, 5"' �dit{an, publ�sk�ed �y th� Cast I�on Pipe Research Association was use+d to evaluate th� �drros3v�iy �f the s�bgrada soils with respect to buried pipa. ihe �,merican Conc�ete institu#e methodosogy was used to esta�iish i Aa�e 'i2 of '15 l �r � Water & Sanitary Sewer Improvements Sendera Ranch ~ �ort Worth, Texas TMI No. FE42-072 ���'�Al�i��� Il��+. �..� Consultkng — Geolechnical - Environmerltal � Canstructlon Materials Tasting cu��ro;:�iu�'i �ic�i�����iGl �rf uuried cu:3creic: siructu��s. A k�:y fo [�;sf r���l�s artd }�c�irii sy�terrE swr�ma�y is given on �igures 31 and 32. B.0 �OJ��Y�U��'IOi� ��iY��1����T1011�5 6. 9 �r�undw��er� �eep�ge C�nsiderations Whi[e gr�ur�dwater seepage was ��tc�untered in only 2 of the �5 barings dril�ed for the two �ines it shouid be expecied that seepage wil� be encountered in some partians of the excavation, par�ticula�iy when excavatian praceeds r�uring wet periflds af the yea�. ihe occurr�nce af seepa�e will aiso be more likeiy in tne areas where i�e a[lgnment is near creekbed as occurs for #he northern �ort'ron of the sanitary sewe�- mai�. Ifi significant groundwater is e�cauntered, it should be controlled by m�ans and methods selected by the contractor. �his includes the control. of tailwate� flow through the bac�Cfilled sectivns a� prev�ous utility cans#ructian. It is [ikely #hat seepag� may be controiled by means of co!lection d�tcn�s, sumps, and pum�ing. Groundwater levels shou#d be mair�tained at least thre� �et below ihs bases af #ne exeava4io� fvr the f�ll term of cortstrvction. �ailure to do so may IayseR the bearir�g materials where clays and silty clays are preser�t. Protection af tne apen excavatians shv�ld be provided during periods ofi maderate to heavy rainfall, as surtace water will most likely channel and coliecf in the �xcavations. 7here is also the patential for sidewall sio�ghing while fhe excavations are open. ihis will be of pa�ticular cvncem in any areas were groundwater is encountered, as the groundwater wil� accelerate the slaughing rate. It will be r�ecessary �a provide �d�quate side slopes or ternporary shoring in the excava#ions in arder ta pr�vide for worker safety in some areas (refer to fallowing sections}. It shouid also b� recognized that clay surFaces will become quike slippery when wet. 6.2 G�n�r�I �xe�+rrafi�n �'�nsid�r��ivns � R�ck �x�av�tl�n Genera�ly, tYte soil materials encotant�red during nur fieid Qperations were clays and silty clays. It is exp�cted that these materials can be excavated without undue �ifficuliy, bowever, sY�allow tan limesto�e layers and strata were presen# at ar within a few feet o� ti�� surt'ace in #he barings #o� bofh lines. The #an limestones fypically overlaid gray shale and gray limestones: These tan Paga 13 of 15 Water 8 Sanikary Sewer Impravements Sendera Ranch Fort Worth, iexas TMI Aln. FED2-072 T�i�i�d�l�.4�, lfi�fa. �� ConsWling — Geotechnlca! - Enviromnental ='' Cnnsiruclion Maiertals Testing !i�-ir�:st�ne:;, graY s{tal�s ar�i�i g��ay lirnesfor��s ar� i�ai-d tu very ����-ci, cilriicuit ic� excavate and requir�s �xtra effort during excavation. 1 �� Special rac3� excavation techniques are necessary ta �xcavate the limestone and shale. . It should be expected that th� excavation of this material will be diffict�lt an� wi�l require heavy�duty equipmeni. As a paint o� reference, uncanfined campression strength iests �f the lim�stones typically ranges from 100 ta w�l� over 250 i"SF' with #he shale having uncor�ffned campression tests af r�p to 50 tn 1 DO 'CSF. 6.3 �pert�Cut �xcav�ti�n C�n�lrl�r�tiefls Given the nature nf clays a�d s�l#y clays� i# i� expected that sid�walt siatighing an� caving may occur En some o� t�� excavations wi#h steep slde slopes. ihis wili b� particularly pronaunced in �xcavat(ons that encounter grr�ur�dwater seepage or experience significant surticiai runoff collectinn. ihe soils present ln #he excavatian may be s�bject td ca�ing and sloughing and must be sloped or� braced in the i�terest o� sa#ety: If �u'�cie�t space is available (ln relatian to adjacer�t structures) to p�aVide � 5#able 510pBF an open cu# can be us�d. Refer to current QSHA 29 C��t Standards for re�ommended parameiers for use in the design af braced or sloped exca�atians. [f sufficient clearance is not a�ailabl�, ih�n a braeed excauation wiil mast likeiy i�e r�quired. `Ch� appropriat� braci�g system aY shiaEd shouid be selected by the contractor, and sha�ld be confge�red to withstand th� �x��ct�d lateral ea�h pr�ssures, and hydrosfatic press�res if graundwater is present. ihe magnitudes vf t�e vertical load$ on t�e bracing sys#ems car� be �stimat�d using Figure 33. f hese estimated Ioads are provided for preliminary planning purpases oNy, and do not relieve the cantrac#or fram responsibility for �raviding fully engineered shorin� and/ar trench protection systems. �reneh shoring shou[d be used far �xcavation to support open nt�ts located wh�re �xisting uti�ities are within a�one extending fram the base vf th� excavation upward at a'i H:1 V sl�pe. S�rcharge loads, such as those resc�lting from excavatian spoiis andlor equi�meRt, should be placed r�o clas�r t�an two feet frorn the crest vf the slope, in accardance_with_ �SHA_regulativns. Page 14 af 9 S Watar � Sanitary Sewet Improvemants 3endera Ranch Fort Worth, Texas TMI No. F�02-072 ���/if/r+i'�lil/�l�� �I�Gir � Consufting — Geotechnica! - Environmental Ca�siruc#ian Materials 7esting l�fl u�f�icl� i�-a�fl(, �S"ic�ulci �� �rrLlil�iicd irol�� �i le:a�� iiv� (�:�i csi EI-k� c��;�i �i ll��� excaVa�'tpCl. �xcavations shou[d take inta account any utilities to avoid undermining #hese featc�res. ihe following guide�ines are presented to aid in the develapment,af the excavation pians: 1. Surface areas behind the crest of #he excavations sha�sid b� graded so �hat surtace water does not pand withln '�5 feet of the crest, nor drain info the excavation. 2. Heavy material stockpiles should not be placed �ear the crest of s[opes. Similarly, heavy construc#ion equipme�t shfluld not pass over or be �arked within 10 feet of the crest, �� 3. The crest af s�opes should be continually moRito�ed �ar evldence oi movement or ;, p�tential prah�ems. Freesfandi�g slopes wiil b�com� less stable wh�n in�uenced by gra�tndwater ar saturatfon by rai�. r.o r►v�����ra�r ��� Y��r►�� Many problems can be avoided or solved in the field if proper inspection and testing services are provided, It is recammer�ded that a�l �eld Qperatior�s reiafed to seil �lacement and compaction be monifored by a qualified engineering techniaian. �ield density and maisiur� conte�t determinations sho�tld be mad� or� eaci� lift of fill with a minimum ot '� #est per (ift per 2D0 linear fee# o� trench backfil�. %rra-Mar, fnc. employs a group of experienc�d. well�trained techt�icians for inspection and construction ma#erials testing who would be pleased to assis� you on ihis �roject. d.D LIJ�1�ia6il8N� i+- The recammendations presented in this report are based flt� a discrete number of soii tes� 6arings. Although our fleld personne! visually survey the si#e far surtace feat�tres indicative of variable soil conditions, subs�rFace conditions may loe �nco�ntered trat differ from th�se data. In this case, aur office si�ould �e notified immedia#ely so that the effects of #hese canditlons on design and construction can be addressed. ihis study was conducted for the exclusive use of Carter &�urg�ss, lnc. �k�e reproduction ofi fhis report or any part ihsreo'�� i� plans ar other documents suppll�d to persans ather than the owner, shoufd bear language indicat�ng that the inf4rmation contair�ed therein �s far general t�esign pur�oses. All c�ntractars referring to #his geatechnical report shauld draw their own conclusions for biddir�g purposes. i'aga 15 of 15 Water & Sanilary Sewer lrnprovements Sendera Ranch �art Warth, Texss TMI No. F�U2-072 ��'���8 IL+�'i4�� If��. — — ConauNing — Geoiechnical • Environmental Construclton Materials Testing [��U�TF�i�C)�� � � �-1� �•93 - ��91 � �aaz Road � --� A�ondal�-Hasle# Raad �•99� � � �'� .�' � . � � � - . `. . � � .` ` � �•� � \ . � � _ � � Blue Maund �oad . . •�, �- - - --_ . � . yf . �'7 -�$ � `¢��� � � \ y��� o � � ti � � \ � t � \ �•� -��- � ' \ - a ` � _ � \ � � �•� ,�. ♦ ♦ ti ' � �•� � �s � 2 �� � � . WC�st�r G� �riN'aryl' i m � �vsr�r lan�+ow�tr�nta � � Wadh. Te� � Sr.ale: 1" ��00�' i19�! Af�. F�2-9T� - � • •- - .—. . . . .- � l�A� � � �lcs Road � - -- - � �- 8aring Loca#ions . �. Ftguro 1 1 I I . _. . , -- - - -- - �- -- - • -� - _ . _ . . _.. . - -- -� -- -�- .�., � e a�������__�1 ; '����� ��� `'�� e �''� , ��� �'4 i . e e - ��� � 0 � p 1 Q Q Q I C d � 1 l � ���� j � ' ! 1 + � 1 ! q 1 ! e � 4 ➢ �, ���� � r i 1 ♦ 1 � I � 1 � L � ! L / 6 I 1 � ���-14 ''��---�.. �11/�12��°��'��cC� �- Baring L�catian �+J /~~~~#����� 21 �� ��, � Praposed Sarrer Line Qr'e� / Hasla# � S@��fb� �C�C1�� ��P ��� �� ����i ���� QI�II��[� �l2�e ��V� 1 �s ����5 1 Not ta 5ca1e + I ti� Q�� �� / ��6��f"'3 P1/eP�l'� � ��� �� �/��� Y T � ����)� b I �o� o� �a��n�� ao�i�v� ��� � i Project: Wafiep a�d Sanitary Sewer Empravements; �ort Worth, TX Project No.: �EU�-072 date: 5-d2-02 E�ev.: Lacatio�: See Figure 1 ' I]epth to waCer at campketion of borirtg: i�ry + ❑eptC� ta �rvater when checked: N!A was: L�IA Depth to caving whers ahecked: �11A _ was: IVIA . EL@VATIpNI 50tL SYIVIBOLS IVIC 4l. PL ^-Z00 b,�, P.PEN lfNCpN. DEP'fH SAMPLER SYMBOLS D�SCRIPTION � y5 y� p� g6 pcf rst tsf (teetl "& FIELD iE5'f QATA I � �Stif�€ to very stiff d�rk hrown and � � � � � � � ��5 y i� brown CLAY w/ calcareous nadules �0 $� �3 4a t.s and {imestone fragments 2•z� 1 r - 2.a {CW1 z.o . 6 --WarcltanLCMESTON�wIclaylayers -"�____�____._______._��-------- �P � , - is -18 s oor�.�° 10012.i5"� —. — — �-- -- — -- ---•--, -------------._ _ _. . _..:._---- -�4 - 3U i - 36 ,I � I ' I - 42 � - Notes: Completlan �epth: 15,0' f�o �eepage �ncaun#ered FIGl1RE NO,: 3 _ _ .,__. , � TERRA-MAFi, INC. - — y � � �. �� . � . � . � �� � � � �. �. � � � � � �. �. � . . , 6oV O� ���IkY� �a�i�v� r�-z Project: Water �nd Sanifiary Sewer Irnprouerrtents; �ort Worth, iX Projec� No.: ��0�-07� Date: 5-p2-02 Elev.: �ocatio�. See Figure 9 � �` C�epth to water at corr�pfetion of boring: Dry ' � I �epth to water when checked: iV1A was: iVlA �epth to caving when checked: NIA was: IV/A � I ���VA'ClDt�l SOIL SYMBOLS '. _. . __. �..._ — - - ., - � � MC LL PL -2DD D.�, P.PEN UNCON. I� A�pTM SAMPLER SYriA��LS DESCRIPTION p� {feetl & FIELD TEST DATA �O °� `� % pcf tsf tsf --- ,—. — - • -- - - - — , f- ----------------------._.__: --- � � i Hard dark brown and brawn CLAY u �•�� �' w/gravel and calcareaus nodules _ � a.� �' - —�(CHf _ �r---------- -- - _".3.�5��----- ' Very stiff to hard #an 51tT'Y CLAY 3•� � �C�.� 4.6 + - 6 Hard tan l.�M�SToNE wlclay iayers _ _ _ - - - - - - - _ -- . _ _ - - - - . .. _ . - - _ .- -- .- - t , -- 12 - ie 14Q12.75 " Hard to �ery hard gray L1ME5TON� - -- - - _ _ _ _ . _ .. _ _ _ .� _ _ _ _ _ _ _ _ _._ _. _ �oor�.�° — — — — ---- --- --- ---- �--------�----- � - a4 -30 - 36 - 6� Notes: Cvmpietion Depth: 9 a.0' I�o 5eepage �ncountered �„ , _ T�FZRA-MARr INC. FIGUR� NO.: � L�G OF E��1NG �ORING B-3 � � Project: Water and Sanitary Sewer Improvemenis; Fort Worth, 7X Projeat No.; ��U�-01� pa#e; 5-02-02 E1ev.: �.acation: See Figeare 1 I I I Depth to water at completior� af barir�g: 8.5' ! Depth #n wa#er when checked: PJIa was: NIA ❑epth to cauing when checked. iV/A was: NIA � I FLEVA1'i0AE1 SOIL 5YM80LS � MC LL PL •20q A.4. P.FEN. UNCON. � D�PT� SAiVIPLER SYMBOI.S D�SCRIPiiON PI � (feet) & FIELD 7E57 pATA , _ `�" `� '�' _ °� Pcf tsf — — taf ` -4 --VerystiffdarkbrownCl�AYwl �-�--�v��--�-------y- ��3�Q ---�- � ' � � caEcareous nodules 2'S . � 26 62 23 39 2.5 ' �.5 , . � / . lCH1 4,0 -6 / '� / �' T7` �SfiifftanandgraySILTYCI.AYw/�---�---�------------�-2;0---_�..y �� ��� � calcaraous nadules /���� 2.8 46 19 2B 96.0 2.0 0.97 � �� � {GL} — —..__....--- ---------_-�- �------ � Hard tan LiM�STDNE w/ciay layers � � -- �.a 'i , � 10012" � — � _�.__.. .— — — � .__.-------�---------�------ --------- � ' I � ' - ye - a4 -sa � 36 �� I r 4� Nates: Completion �ept�: 7 �.0' �eepage �ncountered @ 8.0' . TERRA-MAR, INC. FiGURE N�.: 5 .. � L0� (7� �d�l[�C ��RiNG �-4 Praject: W�ter and 5anita�y Sewer Improvements; �nrt Irilorth, iX Project No.: F�fl�-07� Date: 5-d1-Q2 Ele�.: (�ocation: See Figure 1 ❑epth to vtirater at cornplstion �f boring: i�ry Depth to water when checked: NIA was: NIA Repth tp caving when checked: N/A was: iV/A ELEVATION/ SOIL SYMBOLS � MC LL . Pl. .-200 qA. P.PEN UNCON. il � —D�PTH — SAMPLER SYNI80LS D�SCRIPTION� �- _..'_ Pt-- `_ .-• ---. {9eeti & FIELD i�ST �ATA ' _ __ `�O °�O `�' °6 P�f #sf ta# ,,, ° 4" Aspha�taver7" Base — —___.._______---..-_-- -----_�__ - Tan SiLTY CLAY w/limestane I fragrnents . 7 27 z7 to ----._.. --.------ �' �C�} �--�--..__-------- � .� _ J 3�Q�z.�� „ Hard tan �EM�STONE w/clay Jayers . -6 I � za - x� � HardtanSILTYCI.AY — �'. .�----------------------------___ ` (GL1 9 i1R.T 4.6 4.04 HardtanLIM�STON� — — ------------------.__._.�_,_----- �Hard gray SHALE w/limestone Iayers�yJ-'--�--'�----,---�-----__�___ i oaz. ��� ..^ — — .� �. .— — — -- - - � � - a4 - aa -36 - 4� Notes: Completion �epth: 7 S.[1' �En Seepag� Fnc�un#ered . , TERRA-MAR, INC. FIGURE NO.: 6 �_ _ _.� ., . _ _ ,�. � e__._ - , L�C �F B(�R1NG �ORIIVG �-5 � Project: Water and �anitaty Sewer [mprovements; �art Warth, 'T�C Projeot No,: ���2-0�� Dats: �-0'I-02 Elev.: Lncation: See �i�ure 1 � ` Depth ta water at coEnpketiart o� �4ring; �?ry Depth #a water when checked; NIA vuas: �ilA Dapth to caving when checked: NI� ���� ��S Et�VAiIQNI I_ ...� 5011. 5YN'IBOLS MC Ll PL -2q4 �.D, P.PEN UNCOIV. � I pEP7'H f sAnnP�.�R svn�Bo�s � D�SCR1PilON y� g� % P� 9b pcf tsf tsf {feetl � & FIEU} 1'�S7 �Ai'A i � ° — —3.5" As�haft a�er 8" Base ` _ _ - - - - - - - _ - - _ _ _ _ _ _. _ _ . .- - - - _ . _ � 7an LfM€STONE fragments w/clay � layers - - - -_--------- i f • �Hard t�n LIMEST(3N� wlclay I�yers - - - - - -' - - - - - - - - � ' I . 10013" �- 6 i � , I� - —HardtanS�LTYCLAY — � _._.__-..--- --------- -__..______ {eL} 13 120.6 4.5t 6.18 � � . --------� ---� •- ...--�--•--- � �Hard tan L�MEST�N� � � � - � - - 'r �a �- is �— as — 30 — 36 - �a - � - - H$rd gray SF�ALE wlEirnestone layers - - - - � - -- - � - � - � ~- - � � - y - - -- - - - - - �.=.� tao�z.zs �,� ..____ Notes: CompletZon �epth: 1 s.Q` IVo Seepage �naountered ,� ---- � FlGUR� NO.: 7 , . T�RRA-MAR, INC. .. „_. _ _ � L�G �F �{�R1fVC � �OR1NG �-6 � 1 Praject; Vllater and 5anitary Sewer Improv�ments; �ort Wor#h. T3C Project Na.: ��0�-Q7� Date: 5-07-02 Elev.: Location: 5ee �igure 1 ' Depth to water at cum�letion pf boring: []ry ' Depth ta water when cheaked: i�lA was: l�lA Depth ta caving when checked: IVlA wss: f�lA ELEVAiION/ 501� SYMB�LS MC . Li PL -200 A.b. P:PEN UNCOiV. ! � DEPTFi � SAMPLER SYNiBQL5 DESCR�PTION - P� jfeet) & FI�Ln i�S7 DA7A °� °� "� 96 pcf t�f tsf 1 � �a --4�� A�phalt o�ver 7" �ase � — ------------_-_�__- -----_--_ � Tan LIM�STONE fragrrzents wlclay _ y � ��,12yers _ � �.^. ��------_�_�__---------•-2.-�___.. ' Stiff dark bro►rvn ar�d lo-rown C�AY 1.7� I I wlcalcareous nndules and traces af 2•° �/- --.�gravel {CHj ,....._.___--..---------.. ._ _.__...--- , �� , Very stiff tan 511.7Y CLAY wl � I ��i� cafcareaus depasits an� r�odules �a 3� �s �9 a.a ' � ! � � � 17 i17.2 4.0 3.�8 � La - xe -aa - 30 - �6 ��/ � I�`I (CL1 ��HardtoveryhardgrayL[M�STONE -��'��--'------'----�-Ju�.�T---- 100li.25"�. � ____ — — ___._. � �. ------------_--_...____------_..w_ � L�2 � r� Notes: Gompietion �epth: 1�A` �la �eepage �nc��ntered � _. a �IGUR� NO.: � _ , � _, _ , TERRA-MAR, INC. _� , � + } .. � �� • • � ���� i • � � � � � � y �QG 0� ��R1�IG BORIN� B-i , � Praject; Wa#er .and Sanitary Sewer impravements; �o�t Worth, TX F'roject Na.. F�02-Oi� ❑ate: �-01-02 �fe�.: Location: 5es �igure 7 �i UeptE� to water at cornpletion oF boring: Ury , 9ep#h to water when checked: hllA was: IVIA Depth to ca�ing when cheaked: N1A was: {Vl� r ' ���vaY�o�uf - soa�. sYn�sa�s — - --- - P - � . , — � flEPTH � SAMPLER SYMBDL$ DESCRI�'YlQN M� ��- RL �� -200 UA. F'.P�N UNC�N. �feetl & FfEtD TEST DATA ^- . --- — - _ 96 % R6 � -56 pcf- tsf - taf _Q • — ._,.. ._.---..__�-_---------._._..__..__-__. 3.5" Asphalt over �" Base , ..�... — ---------------------- -?.-� -----_--_ � �. --Very stiff dark brown anc! brown � CLAY wlcalcareaus rtadules Z-� � q . {C�i� - -- - --�-_ 3.4 ------ I � � � , � � Very stiff fa herd, tan SI�TY CL.AY ^ � � � ' J w � � ^ z•z� � � �'�� wllimestone layers � � '��I�' ZO 109 4.0 1.9$ 1 ���/� 4.6+ - �� - ta � ���y . Very hard tan LIMESTONE w1clay ----------------�-�--- --�-------- layers 1001C}.6" �... � � — — — — .� w._.._-_____-----------�----•-•.-W_- ti - 84 - 30 - 36 - aa ` Nlotes: CompletEan �epth: 15.0' �o Seepage �n�auntered .1 F�GURE NO,: 9 7'�RRA-MAR, INC. - �a� o� �o��n�� �ORING B-8 Project: Waisr and �anitary Sewer Impravement,s, �ort Worth, iX Project No.: �E��-Q72 . ❑ate: 5-02-02 �lev.: Loaatia�: See Figura 1 3 Uepth rto water a�C complet+n�� of boring: Clry - �epth to water when checked: NIA was: t�lA ; Depth to caving when checked: NIA , was: N!A ELEVATIONI 501L 5YM80LS �� �,�, p� -Zp0 D.q. P.P�N UNCOiV. � QEPTH � SAMPLER,SYM80L5 � — —�ESCRIPTION - ' - A PI - tfeat) & FI�LD TE3T �ATA � � °� — 96 _ pcf taf — tsf -a - --Verystifttoharddark�rownand ---_._�-----..______-- -4.z6------- � �. brown CLAY wllimestone firagments z� ss z� as z.6 _ —� r_________...-----------.._._._----- �and calcareous nodules {Chl? � . � Hard tan �IM�STQNE wlclay layers _6 - �a - zs � oa�z„ 106/2.5" � ' 7001�.2s"�. __... — — — — ..._.... .� __-_ _-------------- u - Z4 - 36 - 36 - 42 � � ' Notes: Campletion �ep4h: 16.0' No Seepage �ncnuntered ,i 7ERRA-MAR, INC, Fl FfGUR� NO.: 10 Lo� o� ����N� � B�RING B-9 �{ Praject: Water and Sanitary Sawer lrnpravements; �ort Wofth, iX Project No.: ��D�-Oi2 pate: 5-09-02 Eie�,. Location: 3ee Figure 1 . �, , L7epth to water at campletian of boring: Dry Depth to water w�en checked; NIA was: NIA �epth ta caWing when checke�d: N1A was: N!A ELEVATfQN1 5dll 5YMSQI.S � NiC LL PL T -204 D.D. P.PEH UNCON� � �EPTH � SAl4{PLER SVM801.5_ _ ❑ESCRIPTiON - _ PI ._ ,_ _. __ _ {feet} & fIELD TEST DA7'A � `� '� % pcf tsf tsf �� _ 5"Asphalto�er6"Base _ _____.._.__._..______ _ _._....� � � � �rawn Cl�AY wllimestone fragrrzents � � (CHi �� , Hardta very hard tan LIM�STONE ��__..-------. -�--------_-•------ iooi��� wlclay layers -s �f � --- — — — — — --- — --------------------�--�--------- 100/1a5 �� Hard gray S�iALE wJfimestane layers � - xx 70011.6" — — — -- .� .�. � — -------___-__-- �__-----------_--__ - 1B - a4 - 3D - 38 • — 4� ` Notes: Camplet�on f�ep�h: 15.D' i h!o Seepage �ncountered --- - TERRA-MAR, INC. FIGURE fVD.: 11 LQG 4� �ORlNG ��RING 8-10 , i Project: Watee and Sanitary Sewer impr�vements; Fart Wnrth, iX Projec�t No.: ��D2-0�2 Date: 5-Q1-�� �lev.: Locat9on: 5ee Figure 'L ' ` f�eptl-� to water a� completion nf boring: Dry ' Depth tc� water when o�ecked: Al1A � was; A[/A �epth to cav�ing when checked: FVIA was: NIA �ELEVATiQNI E 5Q1L SYM80LS �MC LL P! -2D0 D.E]. � P.P�N UNGON. a��ry I SAMPLER BYNtBpLS I7ESCFiIE�TION -- �� _. �-- _{feetl 1_ & FIELD 1'EST DATA `�^ °� `� °� pcf tsf — tsf ' a 3.5" Asphaltaver7" Sase — --�_.-----------�_..__._..-----�-__ : l Tah L.iMESTON��ragments wlalay---�----------�.�_'. -�----------- -- layers 1a s6 za a� ___--.-• ---- ....___. __ I j Hard to �ery harc# tan LIM�STONE � k � �oa�z.s^ wlclay Eayers -6 �I , . . . 1Q011.76 " - i � µ12 �--- Wardgray5HALEwllirrrestone— —M------____.__..____.-------_--- � - - � fragments ---- � ___ . � _-- ` � � 70�/2" ._ - ls 0 -- a� -- 3 0 - 36 � �a Notes; Complet�on Depfih: 1�,0' fVo Seepage �ncaunierec� FIGURE NQ,: 'i 2 , 7�l�RA-MAR, lNC, - �. �_ , _, . � . _ ., � � _ . �„ _ � L�� 0� �aRINC �4RING B-11 � Pro]ect: Wa�er and Sani#ary Sewer Impro�emants; �ori Worth, TX Frojact Nn.: F�02-072 Date: 5�D'I-U2 Efev„ Loestian: See Figure 1 Ueptli to water at cornpletion of i�c�ring: ur� ' Depth ta water whan ohecked: [�IA was: lVl�► �epth ta aaving when checked: NIA was: f�lA � IELEVATION! SOtL 5YMBOLS �C LL PL �-2fl0 D.D. P.PEEV IfIVCON, DEPTH SAMPl.ER SYMBQLS ❑ESCRIYTION PI ffeetl � & FlELD TE3T pATA �0 °� °� '15 p�f tsf tsf -� . 4"Asphalt over 8" Base _ _ ---- -----------------.- - -.� ------ � � Sti�f dark brown CLAY I . 1.75 � �, 1,6 , � {CH� 34 BB 22 44 7.75 • -----------------...-�--------- �6 I Hard tan �1MES70N� w/clay [ayers - ia - �.e T 00/3" -- — � _.— ___. ----- — -------------------__--__.._--------- Hard gray SHALE w/limestone layers - 10011.76 "� — — — -� � — .�. .._.�-- ----------- - s4 - 3a - 36 i�e — 4� Nates: Completlan �epth: 1 aA' No Seepage Encountered T�RRA-IViAFZ, INC. . , . _ _ � FIGUFt� EVO.: 'i 3 � — — - _ „� � . . _ . _ �„ _, , � , LQC 4� B0�lN�a � BflR1NG B-� 2 , Project: Water and Sanitary Sewer Imprar►ements; �ort Wo�#h, TX Projeat ,No.: ��fl�-Oi� Date: �S-Q2-02 Eke�v.: Lacation: See Figure 1 '` ' lispth to water at carnpietion �f boring: i�]ry ,, Depth to water uvhen checiced: AlIA was: �!!A Depth to cavir�g when cheaked: NIA was: f�lA r� _ . � ^ - -- - — - . . . . , ._.. �....� — _. ElEVATIQNI 501L 3YMB�LS MC LL pL -20a d.�, P,PEN 11NCQE�. � �EPTH ( SAMPLER SYMBflLS . D�SCRIPTIDN _ . . pE - {feet} _ 8, �IELD iES7 DA7A _ % 95 96 '—°6 pcf tsf tsf _ p _�4�� Asphalt o�er 7.5`" �ase � �--- � - •-- --- ------- -------___ _ �Very stiff dark brown and brow� �•6 T C�AY 3.26 i � IGH� J ----�---------�--- - - ------ —� — �--�- i l Hard to very hard tan �.IMESTON� ' io°�a.5^ wlclsy layers -6 - sa - 3.8 -- a4 - �o 100li .25 " TVery hard gray LIM�ST�N� w/shale _._ __- ___ .--•--_----.-------_..__ layers 10011" � ...� .� ..�._._ __.� � — — --�-----._-----------__---�-�•------- 0 - 36 - sa Notes: Comple#ion C?epti�: 1 �.0' Nn Seepage �ncauntered . FIGUR€ NO.: 74 _. _� iE�I�A-MAR, INC. —, -- - •--- - � LOC Q� �ORIiVC� ��RING �«13 Project: Wate� and �anitary Sewer Improvements; Foet Worth, iX Praject No.: ��0�-0�� Date; 5-Q2-02 Elev.: Lacation: 5ee Figure 1 � f�eptE� zo water at completion af baring: 17ry Depth to water when chaaked: Nlf� was: [�IA Depth to ca�ing when chec{ced: iV1A was: fVlA EkEVAT[OM111 501L SYMB'OL5 �C LL pL -200 Cl.a. P.FEME UNGQN. � DEPTH I SAMPLER SYiVi801.5 -� - -- — �]�$Cf�IPTIO� �I �feet) & F1ELd 7E5T DATA °� °%'� °�__ °� p�F tsfi tef � � �° �4"Aspf�altaver7" Base — .— .,------------------ ............._---- — ---�----------------_�__...._...----- • Brown SiLTY CLAY wlltmestone � � ° fragments �C�} _ ao 2i--�� -�-•--------�--___.----- ` � '�Hard 'Can LIMESTONE wlclay layers . toaz.z� -� ; - ia - za - a4 - 3Q - 36 taoiz.�^ — — — ____ � �. ..�. ----------------- ...�_--------- ^Hard gray LIMESTOi�E wlshale loa�.s° ��ayers� � � � — — ----------.___..w....._� -��--------- , -- 4a � Nates: Completion 9epth: 9 5.0' IVa Seepage Encnunte�ed i� �� TERRA-MAR, INC. � —� — --� � FIGURE NO,; 15 -- .� � _ .�. � .� � �� ��� � .� � �� 9 � LOG O� �O�IN� "�' �� .� B�RINC �-14 I Project: Watep a�d Sanitary Sewer impro�ements; �ort Worth, iX Rroject No.: PE02-Oi2 ❑ate: 4-30-02 �lev.: l.ocation: See �igure 1 I� Uepti� in water at completian of boring: 9' , Depth to water when checked: See Bslow was: 'Depth to aaving when checked: flllA . was: IVfA ,� ELEVATION/ SaIL SYNkBOLS N1C Lf. PL -2Q0 p.�. � P.PEN UNCON. � ��PTH � SAMPLERSYfNBOLS _�—_ D�SCRIPTION. qy gg g!, P� � pcf t8f_- tst {feetl & FIELD TEST DATA � � -� .f/ —Very sti#f ta hard dark brown CLAY --- ------ --- -v-------- a:5 ------- ,, , 29 77 27 80 2.76 (CH ) 3.25 - " ------ -- — .—__.._-----�--•---.._.. ._... ._..___ " �'-" ��Hard tan SILi'Y CI.AY wlclayey 4.6 � � � ' � � 'r� 4irnestona between 5`-B" , s � � joo�z.a6 �� � � , - s � �� _ . ', � ,' '' . {CL.) �T s2 z� ts a.s+ . - _-Hard to v�ry hard tan to white ��~ ___ .-- --- ---_----.-------___� , . , � 10012,6�� I-IMES70N� wlGlay seams �� . � xa r � � 0��2.�� �� � . I� �J � L ' �B _ 100I1.78 " I� ,I, � , a4 -clayey limestane layer @ 24' ���� � � 10412.75 " " I _ • - ----------- .. - -.—,�_.._ , b �� �Very hard gray LIM€SiON� � � � � i � _. �o �oa�a.s�� 9aoro.z5 �� -wlextremely hard laysrs @ S4' and 37' . - 36 100lQ.�5"�_ ..� — — ... �_ � � _._.. .----------._.--- --�---- -- - --._.. . _ I � � — 4a � - _ _ 1 Notes: Complet�on Depfih: 4�a.0' Seepage �nco�ntered C� 23.0' 4 Water level @ 8.6' 15 mir�utes afteP aample#Ion I _ , „ , TERRA-MAR, (NC. ., FIGURE NO.: � B .� ' � o � r•� � ��.�.�. ���������' .� ����. �. ., � _ � �— � LOG OF BO�1NC� '� i ��"� �aRiN� �-� 5 � Project. Water and Sar�itapy �ewer [mpra�ements; �ort Warthr �X Protect No,; ��Q�-07� �ate: �-21-02 Elev.; �oeatian: See �igure 2 I]epCh to water at coimpletian of boring: nry ' �epth ta water when�cheak�d: iV1A was: hl/A � DeptE� to ca�ing when checked: NIA was: NIA . I ELEVATIQNI 501L SYMB�LS lll{C LL AL -2Q0 D.p, P.PEN UNCON. PEPTH SAMpL�R SYMBQLS DESCRIPTION . � �{, g� P� q6 pcf tsf taf �fieetl _ _ & FIEL� FEST DATA � _ _ _� r � , -, � � '` a � Stiff to very stift c!a r!c brown Cf�AY� - - - . - _ _ _ _ _ .. _ . -- - - - - - - . _ �, 2� - - -- � - - ' wlcalcareQus nodules �'� � ,� zs s4.z 2.0 �.2s a ; / ICH} . -- - --------�,2e »Y---�- � 22 fi9 21 45 3.26 � �� i Hard tsn SItTY CLAY v�rl iimestone� � � + � � � � � i� - g �,��i . fragments above 8' � , ��� �� � I�� �I�' 4.6+ j `����� �CL} � l �� IA - , -z� - - �'M�rdtanLEMESTDNEwlcl�yiayersr----______.._---_-----.-..------.-__ � 1 10Ql3.5" � � ---- �Hardto�eryhardgraySHA��wI ----_..______--------.-------_-_ � � _ _ _ -� limestone layers - �a ; ---- �-S ; � _�70Q11.76" � , � ; _--- � r ---- . _.___ . 4 - aa � , l b - - - 100l9 .25 " _ ..- --- — -- ---�-- ---- —�-- — _ - - •. . _ _ - - - � - - - - - - . _ .. . - - - - _ _ ... _ _ -ao — 36 - aa Notes: CQmpletion l�epih: 25.0' No Seepage �ncauntered � FIGURE NO.: 17 — • - • - -, , - TERRA-MAR, Ii�C. - -- — —� _ . _., . - , { _ _, � , _ ._ _„_ � . _. . .. „ � � � � y �o� o� �o�iN� BQRING �-16 Project: Water and Sanita�y Sewer Improvements; Fort Worth, TX Praject No.: F�O�-Oi2 Date; 5-21-02 Efe�.; Location: See Ftgure 2 i�epth to water at completian of t�oring: �ry Depth to water wY�en checked: NIA was: NIA . Depth #o car�fng when checked: NIA was: �I/A ELEVA'fION! SOIL SYMBOLS MC 'LL Pl. -20Q 17.D. p.F'EN UNCON. Q�PTH SAMPLER 5YM80LS �ESCRIPTION gg o� gb P� g5 pcf tsf taf {feet� I & FIELD TESi' QATA _. . _ _ --- .. -- -- •-- - - � � Stif# ta very sti#f ci�rk browr� CLAY` - - - - � - - � � _ _ _ _ _ _ _ _ - - . - 4.-� �. - _ - - .- ��� w/calcareaus nodules sz s� 2a aa 2.a - {�H} z.o , - �-------------_....._---------- Soft to hard tan I.IMESTON� wl Glay _ 10016" ����F$ � i— fi - �a - ia �— S4 t aor�.5�� � �'Hard �a �ery hard gray LIMESTOIV� - --------------�-- -- ----�---�----- tao��.as �� w/shale layers �ooro.�s • 1o0/i• —. � � — _ �. .—. ...� ____.----------------�--__.___.---- � i� _ .� _ �� ' � t,� I - ; , .�� — 36 �d � - , , - �a � - ,� Notes: Completion �epth: �5.0' � 1Va Seepage �naounfe�ed , _ _ __ _, TERRA-MAR, IfVC. �IGUR� NO.: 7 8 � � - • - - • ��G 0� �OR1i�G �� ��� � �4� , � . BQRING 8-17 � ProJect: Water and Sanitary Sewer Impravements; Fort Wnrih, �X Project No.: ��02-f}72 �ate: 6-2'd-02 �iev.: L.acationt See Figure 2 i Depth to water at campletion o� bdring: Ury I Depth to water whan checked: NII� was: N/A �epth tn caving when checked: NI� ' was: �IA + ELEVATIDNI I -- 5�{L SYMBOLS �- .. . .� —.'. . T _ � � i - . ' i � DEPTH j SAMPLER SYNEBOLS _ CiESCF�IF�TII�EV � — MC !.L PL p� -200 OA. P.YEN UI�CON. {feetl � & fiELd 7E5T �ATA _ � °� `� _ °� p�f— tsf tsf . � i �Hard dark brown CLAY wl — --1� -s3 -2i �az ------� - --a.s+�----"- I aalcareous nadules and limestnne --------_....____--_ ' ��ragments(CH} �.� �f -:- - - - - - - - - - - - - ` I' Hard tan LEMES7aNE wlciay [ayers • - �oo�s�, -s � , r, � • . _ �oo�.as �� . �;� ��Mard to very hard gray I.IM�STON� �m .�-______---_----.----------- wlshale f�yers �, 10011.26 " 'i . . x - xg � : p , 10011.6" I � � _��_ � HardtoveryhardgraySHA��— ----�`_..__..__.._____._.._-_-----.. � __ �_ ' -24 --- - .. � j _��_.�ioo�a�� .� — � __�_. .�. � �. — ---------------------�------�-__ S '� ' f - 30 ;t � p f - ' _u - 36 � I .� . I I } ... ` � - 4a I " � Notes: Completian Depth: ��A' � Mo 5eepage �naauntered 1 FiGURE NO.: 19 , _, _ � ._ TERRA-MAR, INC. , _ _ _ �,. � _ _. ,��,,. ' LOC �0� �QRINC �..►� � ; -- � Bo�iN� B-�s ' f Project: iNa#er and San�tary Sewer Improvements; Fart Warth, iX Projact No.: ��0�-072 bate: 5-27-02 �le�.: Location: �ea Figure 2 � i7�pth to water at corrzpietion c�f bnring: t]ry � � Depth ta water w�ren cheoked; NlA ' was: NIA Depth to caving when checked; NI� was: �lIA ! � EL�VATIONI Sd[L SYMBOLS � � � � � � � � MC I.L PL -200 13.U, f'.P�N UNCON. DEPTN ' SAP$pl.ER SYiV18QL5 D�SCRIPTION P� _ lfeet} _ & FIEL� TE5T DAiA __ _ °� °� °� °�+ pcf tsf — tsi � r � `/ Very stiff dark brow� CLAY wl --- ---------.__..._. _-_ �.-� -------- � � � � ca�careous nodules(CH} z.s � 25 2.6 ;. �' 7, _�.Very stiff to hard brown and gray �-y� ------------------�- a:o�------- � CLAY w/cafo�reous nadules and �� g� z1 39 i2s a.e a,9s � limestone fragments{CH} ��� - ----------------�-�-------�----- i r fi . Hard tan LIM�STONE wlclay fayers - ia - ie - aa - ao - 36 �aorz.zs ° ---HardtoveryhardgrayLlM�SiON� -µ_-..------___�..---- ----------.. w/shale layers � oo�z° 10411.25 " �aa��� ._-.. — — — — -- — � ---- -�---- ------�--- . 4 � ' � L - 4a E � � (Votes: CampleEion �epth: ��.�" , Na� Seepage �ncau�terecE T�RRA-MAF�, lNC. _ �; FIGUR� NO.: Za 'i � � r 1 _..- •- — — —..,�OG �F �O�ING . �''�' �' �ORING 6•15 � Praject. Water and Sanitary Sewer lrnprovemer�ts; Fart Worth, iX Project No.: ��0�-0�2 �ate: �-Z1-02 Ele�.; Location; See �igure 2 ,� ' pepth to water at com�letior� af baring: IJry �` �epth to water when checkedc �lIA was: N1A Depth tv ca�ing wher� checked: � iVl,� - was: R6IA , ELEVATI01�1 SOIL 5YM60L3 . . _.. �- -- — - �C LL PL ' -2fl0 D.D, P.fi�N UNCDN. . � DEPTH � SAMPLER 5YMB4L5 DESCRIPTI�N g�, o�, g�, P� qy pcf tsf taf Ifeet� 8 FIEL� 7@5T �ATA ' ' — — — --- --------------.._.--- -- ------ . I ° % �Very stiff darfc brown CLAY w/ 3.�� � aa�careaus r�odules(CN} �•° - -�—Sti�fgrayGLAYwIlimestone — --------T------------•-2:a ------ ' � _...� r�-is -as -ii ��i_-___-__: a.-� -�---- �% �fragments(CH} ^, !�' Very stifif gray Sl�i'Y CI.AY w/ 3.2� I 6 � �� calcareous nacEulss{CL} — �_.....__...____.___-_--._-------_-- �� ����'� �Hard light gray and gray SI�TY 16 sa 16 23 a..�+ � � � r +�, CLAY(CL} ,� y� �aa.s a.6-r �.�� r�� . �, � � , � �H��a to v��y n$ra �en �.iM�sroiv� J - _ _ . ._ _ _ _ _ _ .. _ _ _ _ _ . _ _ . _ .. . _ _ .. - - - - -iZ _--- ._� � — � �---------------------�_ _--- ------ � Very hard gray LIMESTON� 1 . � �, - x� - . � . , i aoro�� � ,f ' I — aa � , 10010.75 "� � � --� �----- -- — — d� - . � -- 30 I il 'f . i E � - 3B �r I � - , � - 92 f ._ � Notss: Completion �epth: 25.0' i No �eepage �ncounteped � �, , ,_ . _._ ,. , TERRA-MAR, iNC. _ F1GUR� NO.; 21 1�- - —• � --- -------- - - •— — - Lo� oF �o��N� -��� � � �OR1NC �-20 Project: Water and Sanitary �ewer Impro+vemen#s; Fnrt Wnrth, iX Praject No.: �E02-07� Date: 5•21-D2 �1ev.: I�ocation; See Figure � Uepth to water at completion af boring: L�ry � Depth ta water when �ohecked: IVIA was: �11A Depth ta caving when chec�ed: NIA _ vtiras: NIA ELEVATIONI SOIL SYMBOLS MC LL PL �200 D.d. P.P6N UNCON, � fl��TH �SaMp�.��5YMeoLS— DESCRIPTION — _ _ -- �i �feeYl I � FI�LD 7E5'C l7Ai'A °/b `� � 96 pcf tsf Sst / ---------------�----------.. Q � Very stiff to hard dar�c brawn CLAY �•� � wlcaEcareous nodules and limestone a,5 � fragrnents(CH) z5 �a z� s� z.7� 3.0 . _ -Very stiff dark brawn and gray . _ . - - - - - - - - - - - _ _ , - . - - - ; z.7� � . _ _ _ � _ �� , r - 1 CLAY wlcafcareous nodules and �� � � � -$ j�I Lravei{CH} _ � �. J ���� Very stiff bro+n�n and tan SI�TY ��6 � IA�� -�CLAYw/graveltCL) -.--.----.------______..._---------- �%�,+A� Hard tan and gray 51L7'Y CI.AY �! Ia� 4� �$ zs ��s�i a.6+ z.z� - ia I -- ia - �; - 30 - 36 - A2 _ {CE.j —__...____�-----�___W_.,...-------- Very hard gray LiMES"�ON� w1 100i1.6^ occas[anal gray shala seams artd f ayers 1 QO/a.76 " 10010.6" —_ ..�. — --- — — — -- .____ .-_-------------..,. _ Nates: Com�letion Depth; 2�.0' l�0 5eepage @ncounterad TERRA-MAR, INC, . � fIGURE NO„ 22 i--- �, � _ , . I LOG C?F ��RifVC] yr�� f a,f BDRINC �-21 � Project: Water and Sanitary �ewer Impro�ements; Fart Wor�h, TK Praject No.: ��0�-Di2 Date: �-21-02 Elev.: Locatiart: See Figure 2 . fi' Uepth to water at c:or�pletian of baring: Dry ` �' Depth to water when c�ecked: NIA was: IV1A depti� ta cavi�g when checked: NIA was: N!� ' - - - - . _.�., . _. �--. -.- - , ` ELEVA'ifONl SOIL SYM80L5 MC L�. PL -200 D.D, P.PEN [1NCON. , �i7EPiH � SA�VIPLE�i 5YMSOLS ' _ — D�SCRIPTIC�N — — P� jfea#} � & Fi�LD TE5T �ATA `� °� °� °1� pcf taf tsf — — - - -- � — — — -' �'� ._9 � � ,..... — — �_ ._ .—.� ---. _-27 72 29 43 ------�--.."4.5+��-�-- } Hard dar� brown CLAY w/ iimestone u - . - - - - - - - J - - . _ . . _ _ _ _. _ r - �, fragments(CH) � �,-. _ -- _ _ - - - � �oaro.s�� Hard to �ery hard tan LIM�STON� � P . w/clay lay�rs � � �aai,s,. -s ' ` .� .�.. — --------------------._�-------- ' - �Hard tan and gray SHALEY CLAY wl . . - -� limestnne layers : i - /4� ioo�3�� . - ia - �a - 34 - 30 - 3B (CH) �VeryhardgrayshaleyLIMESTONE-------- ----_.._____.---------- w/gray sY�ale layers �aort �� �oaro.6�� 10010.76 " _ � - 43 EVotes: Completion �epth: 25.U' [�0 5eepage EncQun#ered FIGURE NO.: 23 __ �'ERl�A-MAR, iNC. _. . , — � - � � � ��� . � '. � • - � [�OC 4� ��RiNC �.,��- �,�, BD�ING 8�22 �roject: Water and Sanitary �etinrer Impravaments; Far,t Worth, TX Praject Na.: ��02-a'�2 Date,, �-21-02 �Ie�.: Location: 5ee �ige�re 2 ��` C�eptiz to water at comp��tion of boring: Dry �� Depth to wa#er when checked: N1A wss: I�IA . �ept� to aaving when cheakeci: hllA . . was: IVfA � ELEVATIOiVI SOIL SYMBdLS �MC LL PL �•240 Q.�. P.I'�N UNCON. ', � pEP7H � SAMPL�Fi 5YiN80LS DESCRIPTION pt (feat)� 8� FI�Lp T�S7 �ATA °� °� � °�+ pcf tsf taf � ` -� ;% ��HarddarkbrownandbrownCLAY--------~-----------�-¢.��--~�_y '� wlcalcareaus nadulestCHj 19 ss 2g ao 4.6+ ^ Hard brown and tan 51�7Y CLAY wl '� --� --- --� --------�-a.�+-'"-`-- ` . calcareous nodufes and fimestone �$ �R2.8 a.5a� a.7 � � ........ . ____� ; _ . � � �--------_.�__...,.�__ _.. taa2� fragrnents{CLy � hE�ard tan I.IM�STONE wlclay layers -5 1 �: • + r _ 100l2.6" I '� -xa --Hard ta �ery hard gray f.IMESTON� -- ----------µ�~_------------- ; �` �Ishale layers , ! 900l3" ,� , � -18 . � _ taa�z� � ,1 , . � . a� . ; I 90010.76"_ — — --�-- _..� -- — ____ —_-_.-----------__-_.---- ------- � � . l�. . � � - sn , � :� }, . , - 36 � � - � : � I - �' - 42 if _ .--.� --�-- - ' i . Not�s: Completion �epti�: �5.0' , �!o Seepage �ncountered , , 4 �IGUR� N�.: 24 - — -••— ,— - — TERRA-MAR, INC. _ —. . — � ` � ,- ,�_ „ . .._ ' � �0� OF ��RfNG , _ . .- .�,�; �� y �OHING �-�3 1 Fraject: Water and Sanitary Sewer Impro►rements; �ort Worth, iX Froject No.: FE02•Oi2 Date; 6-06-a� Elerr.: LacatioR: See �igure 2 �` i]��il'i to water af completion of boring: i�ry � De�th to water when ahecked: iV1A wes: . IVIA Depth ta caving when checked: f�1,A was: �llA ` � �LEVA710N1 5�IL SYMBOL3 - — — -- � MG GL P� ' --• •200 Q.D. ^ P.PEN UNCON.� �, DSPTH SAMPl.ER 5YNi80LS DESCRIPTfON o�, g� o� p� q{, pcf tsF tsf [feet) _ J_ & FIEL� TEST �ATA _ _ _ ��_ _ : ` T� Harddarkbrawnandbrown � �------------"---------a.s+---_..__ ! ' CLAY{C�I) ao �s za 49 �aa.4 a.s+ s.sz - s �.s + . . --VeryhardtanLIMESTON�wlclay —�----__�_..______-__ -.--..-----�_ � � ooro.7� ,� iayars . -s �[ i �� ; � - 1 �j9���1.6" , - x� .� � - . � 100/{3.75 " "f , �, - 1$ . j _ �10(}li" � � � ' � r , I — a� 1 — ____ -- — — ---�--------------_.._-_.-�-----,�---- Hard to �ery hard gray LIMEBTONE wlgray shale fayers , 10011.26 " � — — :� y � " • r — 30 I : � f � .� — 3G .� .� � . . . .� _ �s 1 �- ,� � Alates: Cornp[etion �epth: �5.0' � 1Vo Seapaga Encaunfered i 0 � �IGURE NO.: 25 , . . � TERRA-MAR, lNC. .� — .,— o � LO(� O� �ORI[�� ,� � � «=, BORINC �-24 '1 � Project; Water and Santtary Sewer �mpravemenfis; �art Wnrth, TX Pr�ject Nn.: F�02-0�2 Date; 6-OB-Q� �le�.: Locatfon: 5ee Figura 2 �� ' Uepth t� watar at compketion oi� bor�ng: Rry ' , Depth to water when checEced; NIA was: MIA �epth to cav9ng when ahecked: NIA � was: �lfA '� ELEVATION/ I 501L SYh1EBOLS T MC Lt 4 PL -200 D.D. P.PEN'L1NCflN. , � �EPTW j SAMPLER 5YMBOl.S DESCRiPTION — —_ —p� — {feetl � & FfELC} TfST DATA __ °� °� `� `�+ pCf taf tsf � j � ~RarkbrownandbrawnCLAY{C�1) �'------�------------ --�-�--���� �`. � xa ss.s • � . zs sz 22 ao z.4s � , � .�_.._.......___�_..__..... - --�---...._� � � �oa1a.�° �Hard tar� LIMESTONE wlclay layers -s ,� 100/1.S" Pr� - ia � � � - � Hard to very hard gray LIMESTf]NE ---�J.`_._.._____--_-.-_-----___ . l �oa��" y�l��$y shale layers ,C ; _ : , -�� . , . ,Qoro.�� �� � . ;� . . ' � -�4 — — � .� — �._.,, _ �__�-__�_--------___-._.,.. _-------- ' 10011.26 "_ ,t ' I ,, � r - 30 � l :6 � . ;� - 35 .I ' .l . I ° 6 , - aa I ..� Notes: Complstlon Dep#h: �5.0` _ �.,� .,�. ._. 4 No Seepage L�ncountered �IGUC�� N�.: 26 - - _ TERRA-MAR, INC. � — — � ' � � „ .-- —� � - - _ .� � _ .. . _ � ` � LOG 0� �ORIiVCi �r � �'' � �ORING 8-25 l Pr�ject: Water ar�d Sanitary Sewer �mpravements; Fart Worth. TX Project lUa.: fi�[}�-072 Date: �-29-02 Elay.: Location: See Figure 2 � i De�th ta water at cUi-nple�tion of borinr�: '16.5` ` E7eptE� to water when checked: �lIA was: . N{A Depth ta cavi�g when checked: NIA , was: NIA . I ELEVATlO�i! SOIL SYMBQLS � _ — � MC . LL . PI, -200 p.D. P.PEN ClNCON. � , pEPTH � SAMPLER SVMBOLS - bESCRIP�TION P� ._Ifeetl & FI�LD iEST DATA . , .- , -- — — - °�0 °�°- °� — - —�`° P�f tsf tsf ja � ��Warddarkbrown and brown C�AYM...�M.----- -_.___-__-._4.�*------- � � vu/ealcareous nodules a.s+ ���} 19 60 23 27 102.7 4.5+ 2.OB ` � �J � VerystiffbrownancltanSILTY ---------------y----� -3;0 ------ ;� ,� � CLAY wlcalcareous nodules, graval 3.5 �� , and limestone fragments � _ � � r, { CLy °� �µHard brown, tan and gray SEI.TY �1 -38 �17 -19 --------•-4.�.�___ _ � __ ____ � b - � � � ��,� CI�AY wllimestone fragments , , 4.�� � ` - �% ���� � (Cl.} ,l ��'�' . ��' � VeryhardgrayLIIVIESTONEwlshale �-_____________---- -..--------- � � layers - ia �— �4 — 30 — '16 - �a toa�o.zs ^ �ooio,� ^ 10D�0.5" � ._ _� — _�. Nates: Compietian Depth: �v.0' Seepage Fnaountered @ 10.0' FIGURE NO.: 27 , . ,_ ,. T�RRA-MAfi, INC. . _ , _ . _,,. _, , �C��I�I� ��� �Y[��OL� �►ND T�RIVY� �'�i� ��f� _� S�I� /�M� IV�Ai��tiAL �'YP�S* S�iVI�L�R �Pi91PlDlCAT�R iYP�S G� �. Ciay (Cli� C!.) Stlt {MH, MLj � Sand {s�, swj 'y�� g� Gravel jas�• w � o ���, �w� Asphalt Raving 5haley C1ay _ (CH, CL): 5ilty Clay (CL, C�i)* .�k;�n�w -- 5andy C1ay (CL, CH)" 9 r. : � Clayey `_ � Sand tSC)" 'n:c'�;q� bs�e�' iiQRCf9t8 •'"'P�'>° �aVErtg S`i��i�GTW OF G()b�SIV� �OILS _ Sail Pocket Penetrometer Cons[stencv Readina. tsf Very Soft a D.25 ' Soft 0.25 to 0.54 Firm 0.5U ta 1.04 SGff 1.�0 td 2.00 Very 5tiff 2.OD tfl 4.U0 � Hard � �4.40 �Depkh ta Cavlrag 8oring at Compietion —�ContEr�ues iNote: Dual symhols are used to Indica#e borderline and mlxed soll ciassificatlons � � � � � � �Thin Wal[ad Shelby Tube �Standard Penefration �BuIklGrab Samqle � Rock Core �1'hifl Co�e Penetromete� �Soli� or Hnllaw 5tem Auger _� Water level � Waker Le�el on the —r- atCompletion -- qatalndicated ��NSi`�Y �� ��Nll�AR S�l�S SPT B�ows Relative aer foot. N �ensi . 0 to 4 Vary Loose 4 ta 10 Lnnse 10 io 30 Medium I]ense 30 to 50 penae > 5� Very Dense DE���l�'i111�'f�RI�Y� �����i� Descrioiion Griter�a Stratified Altemating iayers of materlal ar color wEth layers at leas# 1/4" thick I�aminated Alternating layers nf matartal or aolar with layers at least 114" fhick �issured Breaks atong definite pFanes of fracture with liitte reslsta�ce Sflcicensided Fracture planes appear palished or glossy, sometPmes strla#ed Blocky Cohesive soll ihat can be 6roksn dawn fnta smalf hard angular lumps Calcareous Containing ap�reciabie quantities of caici�m carbonate. {Reactive wtth HCl) Fefraus Containing appreclable quanittles of ferrous oxideliron nodules andfar stains Parting S8�IY1 Layer 7race �ew Some Numerous Dry Moist Very Moisi Wat Incfusfions � Incluslon a 118° thick �i�C�113�dji �18n � .�a thlck Inclustan > 3p th[c!c r 5% vf sample 5°� to t0°� of sample 1 D% to 259�0 0� sample 2�% to 5()°� af s�mple Sail Moisture No obvlous water in sample Sarnple Is damp without exaess water Sarnple is darnp and water is visibla Sample bears free water . .....,. S�1L GF�AliV SI�� SoA GraEn 5fz� fn Mll�imeters 152 76.2 19.1 4.78 2.00 0.420 O.U7�F 1 Bouidars Cohbles �ravel Sand � � �, Goarse I ' Fine Coarse Medium Fine � 3 314" 1� �D 200 U.S. Standard Sle�e Slze P�R��l�f�4l� O.UD2 Silt ; Clay � 27Q �[GURE NO.: 28 , I.� { } 1 � � ;� ;� .� � � , � ,�� , ��F�IN{� L�� �Y�BOL� Af�� i�f��� 1��� R��l4 .: : � �rii�� � �urr ■� ���' irf r�i � � ■�� ■i.�i. i�oi�i: - = - � �■■�. ..■..�: � :ivii; ra��r _ - ��o� i. 'rr'�;ii. _ = + I�r�irr ��i+i� �' � \ ' R,I`�!I'� ! __ RQ�Ft YYPI�� � Shale ; : : : Sandsfone i F i ' i W�+{�eathered -�-- Silistone _ Jil��e _ r � SeVerely Weathered Claystone � 5hals � �a � � - �r � sr:.—�� ■as�i � • • - 11I/IAI! ���ww rars�� �a�r� ± � � � GraniEe: �,_.. 1 �/ � � � R��14 HAf�NCF�S . RO�K HAI�DN�S� BY ili� GOA�� �ria�le Crumbles under hard pressure Rene#ratlan Very Soft Dented w! moderate fEnger press�re �e�cription per 100 �laws Soft Scratched easily with fingema9l V�ry $°� '�" Mad�rat�iy hard Can !ae scratched easily with fcntfe �a� �� �° �„ but not fingemail Soft ta Hard 4" to �" Hard Can be scratched with knife with Hard 2" #o a" some clifficulfy and broken wiih light H�� to Ve Hard i" to 2" to moderate hammer blow � Very Hard Cannot be scratcY�ed with k�ifie and Very Hard 0" to 1" can be broken by one �o several hard hammer blows V4��eiF'�I�R�PlC (a�DE� 8� Ei��Ft I�f�S� � Slighkly 11Veathered Some dfscoloration indir.ates weathering af rock, may be same smail decamposed rocEc pockets,layers andlor seams Weathered Discoloration of majority to all of the rock mass, with trace #o same of decomposed rock pock�ts, layers a�dlor seams Severe�y Vlreatl�ered Ali af the rock materlal is discolored anc! rr�ost af the rock mass has decamposed into a soil with the originai mass structure still largely intact - --- — JOII�'� ���.��lPTl�id -- Soaoinc� fnclin�tian [de rees 5urfaces Very Ciase ��" Harizontal CI-5 Siickensided Polished Close 2"-'� 2" 5hallow 5-35 Smooth Planar Close to Wide 'i2"-3' Moderate � 35-65 Irregular Granular Wide �3' Steep 65-85 Raugn Jagged Vertica! 85-90 ��9�tiV� '��-iICKP�ESS Very ihick >4' Thick 2'to 4` Thin 2H io 2' Very Thin Q.�� to �" Lam�nated Q.08" iv a.�" Y'E7inly Lamtnated �0.08" 7'����1I7/�li ,,,� . .. _ . ,. , . .� „ ., , FIGUR� NO.: �9 ��IIL �������OI� P��"���Q.A�. TIE�T �E�IJLT"S �64"�'l�F� & se���'�41�� sEV�EI� I�PF��1l��'E�'Il'� ������ ����# lFOk:4 ��i��-�, �i � a FEO�-�� , Bor�g �Io �� � IB-r. oe�� {�� 7� — s� �� — � n: ISnii �ype* A A �esostivigy (ohrr�-crr�)• ��1,60� >4,4Q� pL� F��adimg 7.8 7.8 4xit0a�i4r�-�educti�n Pflt�nt�a� drroV� �30 320 . Wat�r Soluble Sa�hfates (�g![c9)� � MD �ID � Preser�ce of S�Qfides� �� �� • To#�O 5uffid�, iPn91k9)� ND I�Q �Ilaisia�re {�rairtage} Fair �2�br �otal P�irots 2 '� � - � - � �a�roscor� P���mtcal: f�IBQdIb �fearCy N��- ���up� �¢�r�ICasa Iv���n Pi�rds � �orrc��ive C��ca�i�� �o�ro�6ora L��#e�n#�al: � IVQo�tl �aBsl l��a�i�d Cs���p��� �te�c�¢�res "` So�l Type A: Siity Clay (�L� ° Sai! �esistivity �alues wou�d be approximatesy 25°k lawer en a saturat�d condition. '* MR I�cficaies �a visible reaction. • � QV� Qrrdicates below tlie dateciable `amiC. i'es#s performed by STAiR Ar�aiytical, �or# Wor�, Te�cas ic� accordance wi#h applica��e LPA 5tandarc� �9e'il'tiods 7'�R�'-I�i4R � � , , I � i � 1 � Flgure 3p � K�Y TO ��I� C�RROSI�fd P�Y�iViio�� �'��i RE�ULi� Sail �otentlai ta �vrrode �;uctife Irc�r� artd Cast Iran I�ip�s �r ,� :� , I� � on Resistivitv �ohm-cml �700 �ao � �,oao �,oao - �,�oo 1,20Q � 1,500 1,500 - 2,000 >2,04fl � 0-2 �e4 4 � 6.5 • 6.5 - 7.5 7.5 - 8.� >6.5 g�Qx Potential 3�100 rnV +50 to +� QO mV 0 to +5U mV Negative presence af Sulfides«" Pasitive (strong bubbling or foaming) Trace {slight bubbling or foaming) Negafive {no bubbiing or foaming) Moisture [�ralnaae� - Paar �rainage (continuously wety Fair �rainage (generally maist) Good �Draina�e (generallY �►Y) Poinrs '! 0 8 � 2 1 a 5 3 a o* 0 3 0 3.5 5 . 3.$ . 2 0 2 , 1 0 * ff sulfides are present ar�d low or negative redox �otential results are ahtained, add 3 paints to this range. "� Sodlum azide-iodfne qualitafir�e test. • � �#e: Sum the points from each test procedure. lJs� tatal sum and tab�e below ia ffnd fhe solls potential to corrode duc#ile �ron and cast iro� pipes. Nearly � jVon-Corrosive Mildiy Cqrf�shte �rrnsi�e Hiq�l� Corro�ve Q-1 1 �4 4-10 �10 � �efer��nce: Handbook: Duct}le Iron Pine. Casi Iron Pi�e, 6th editia�r published by the Cast Iron Pfpe Research Associatian ' I�� T�A� fv�,�ii� �'ig�re 31 � ��v �� �or� co��v�Eo� ������i�� �r��Y ��su��s Soil �atengial ta Carrade �o�t�rete �acrtution Mildly Very �orrasive Garrasi�e �yg Water SoEub(e Sulfates (mglkg) 0-150 15� - i,500 �1,500 Nearly Very �n��rcoslve Corrosive os pH 7.5-14 3-B.� 0-3 6,5-7.5�' "" If s�lfidas are present withEn thts pH range a potentially corraslve envlronment ex�sts due to ihe presence af bacterial growth and activi�y� thus reducing the �H. � � � �- �I� i ��COMM�I��I�T[OPf� FQR NOF�IV➢�L W�IG�i. CONC��i� SU�J�C� i0 5ll��Ai� AY'�ACK Water Soluble Sulfate Maximum* Sulfate (SO�) {SO4} in Rec4mmended Water-Cement �X�OSl�TB °o Wafier om1 CemBClt�y�]8 RetjQ Miid 0.00 - 0.10 �0 -15Q --- --- Moderake*• 0.�0 =0.2D 95t} -�,500 Type 11. U.50 . IP {M5), lS (MS) � Sevete 0.20 ��.�0 ��500 -10,OD0 Type V 0.45 Very Severe �Z.00 �10,000 iype V� 0.4� . �ozza�an��* * A lawer water-cemant ratio m�y be necessary to prevent corrnsian of embedded �tams, *�' Seawater also falls in thls category. �� Use a pozzalan which has been determined by tesfs to improve�sulfate resistan�e when used in concre#e containfig Type Vi cement. ft�fe�en��s- AGI 2'i0R-87{4.3}, . ACI Manual of Cancrete Practice Part 1, 1988, Tabfe 22.3 T'�f�li�i4-1�+f�C� "_ - �. �. ... — — . � . ... .� �ig�re 32 L�i��4L ��4RTb ���SSUft�� ���t INi���]�L�LY ��e��� �XC�VA�[��l� in speciiic sails � 'i Craund 5urface �— '�`Y�•I`�A Y�,'I'�`7 �I'�'/'�`1'�`%�,`I'�,� %�,`f�`%�` N/ 4 � � H � �H 4 - � �xc�vatian ' I Boilom • . � , , , ,• . . . . . ,. , ., '�`!�! �'%�! � ��/ � /�k/ � �Sh=45H� ' WFiERE: ; s,, = Lateral Earth Pressure, psf. H - Height �f Excavatian (ft. , , NOiES: "I )[f water is r�at allowed to drain frvm behind shoring or � � bracing. ful� hydrosta#ic pressure must be consider�d, t, �) �urcharge Iaads and traffic fiva lo�ds, if present, must also be considered. � i� :_1 . � R L�teral Ea�fh Pressu�s for ��IGU�� TERRA—MAR, INC. Water & Sanitary-Sewer lmprove��nts— ��—�-g�ced Excavattans - --��- � --�— Sendera Ranch �ort Worth, Texas � � �� a SCAL£: JQB NO.: _� Uate: B-11-02 � R�vised: NOi1B F�02-U72 �.� _, .. _ ..- -- �. _, � — ---- — — — — - ... �r _ � � ' ��i j , ,� 1! I ` � 1 Watar & Sanitary 3ewer lmpravements Sendara Ran#} Fort Warth, Texas rMt No. F�o2-o72 'T�I�f�1,�aM.�R, /!�►'C. Consuldng — Geo#echnica� - Envtronmental T GaMstrue#�cn Ma#eria�s '�esting �8�����I� � �i�N���►�p Fi��D �N[} �,1�#�{��'���Y !�f!l��itGAi��[� �fl�+�E�I.�Ft�S il I �� Water & 5anitary Sewar Improv$ments Sendera;anch Fort Worih, Texas 7MI iVo. F�OZ 072 �L=fd°�.�-1�1��, If�f� ���` ConsuEiing — Geotechn[aal - Environmental - Co�siruckEan Maierials 7esting AF�P��I�]�X � Sl'"i��1U�r��1 E�IE�.[� H�t� L/��3C3i�A�li��Y I�`dV�,�'�"IV1�TI�i� !'1�Ut��GUR�S �I�L� lN1�FSiiCAiIQN P����9�I�E� :� �'he barings for #his investigatia� were stake� in t�� field by a Terra�Mar engineer using simpfi� taping praced�res from reference points noted on the site plan provided by the client. Ground surFace eleva#ians were es�imaied from topograph�cal maps, when possible. A field lag af each baring was rec�orded during field drilting o�eratiohs. ihese field logs and sail classifications were reviewedlverified by a geotechnical engineer in tl�e laboraiory through visUal classificatian. Sampl�s were visually c�assi�ied according to coiar, texture, predominant material iy�e, cflnsistency and density. Re�ults from the laboratory #estir�g program along with the visual classi�ca�ior� of each soiC stratum were used in the det�rmina�ion of #�e USCS classification for each soii strafum (ASiM D��4�7). �ina[ized horing [ogs are pravided irt th� repQr�, as noted in the table of conients. Please t�ote tY�at the .lines of soil dem��ca#ion represent the appraximat� so(E boundary between difFering material types� and that the actua� transifion beiween ihe soi! strata in the fle�d may be graduai, ' Truck mounte� drilling �quipment was used ta advar�ce the borings to iY�e carnpletion depths�using solid 5fem auger procedures. Soll sample� were fai[ wrapped .and. seaied in. plastic bags, for moist�re control, and were marked to identify the boring numb�r, sample depih, and job nurn�er. [Jnless not�ed to the cantrary, svillroc� sampteslcores wiil be stored �or 90 days, and #hers dEscarded. Field soillrQck sampling procedures were �erFprmed in acoordance vs+ith tf�e follawing standards: Thin l�f�llec! "Shelbra" Yube aamplina fASi�l ���5�i} Yhis sampling method cpnslsis af pu�hing thln walled steel tubes, with an appraximate 3 inch outside d'sameter, into the soil to. be sarnpled using pressure pravlded hydraulicatly by tne driliing �ig, or manually by the �ield technfcians, This sampl�ng method is #ypic.al�y used ar� cohesive soii sampl�s, and produces samples that are telativ�ly undistur�ed and suitable for shear strengt� iesting� consalidation testing, permeabiiity #estir�g, and in-situ density approximation. TxD�i Cone �e�e�rom�tep Test "iii�'" �`T �J�-132F] The iH9 Cane penetrometer Yest is a field test established by the Te�s Department af ira�sportatian to determine the relative density and loa� carrying capacity �f deep foundatian materfals {typically rncic forma#�ons}, In t�is test, a 3 inch diamet�r penetrometer eone is seated inta the strata to be sampled. The cone is then drfven inta the strata using a'�74 pound weight #reefy falling over a distance af 24 inches. The car�e is driven unfil either the bEow caunt reaches 50, ar #he pene#ramQter has been driven G inches. The number of blows ar�d the distance dr�uen is then recorded on the field logs. The resuits of the field t�st are then used in a table that correlates the Ioad carryirtg capacity an� skin friction of the proposed hearing strata to the field #est resufts. S�mpHna bv Auae� ��rit�q 1V�e�h�d "Grab Sample'� (ASTi� Dd'�452) This samplir�g m�thod consists ot' sampling th� sol samples by removing representative soii samples from the canfinuous fl�ght aug�rs used to drill the �oring, c�r by removing soil sampfes from tk�e cuttings brought ta the surfaee by the attgers. 'This method pr�vides highly disturbed samples thai are appropriate for classifcation pu�ases aNy, I _1 Water & Sanitary Sewer Improvemenfs Sendere Ranch Fort Warkh, Texas TMI No. FE02-072 i�'�� l�'i��'y IfilF: .� Consulling — Geotechnicat - Envlronmental Construction Matarlals �'esting Gr��ndwa�er Cibservations Grou�tdwa#er o�servations were made during driliing operations, and after a�eriod of at least 24 hours, unless otherwise noted an tt�e 6arin� logs. It shauld be noted that the use of water during coring aperatians can make the determination of groundwater conditions difftculi. Wh�r� r��cessary, wash water was bailed aut of the barehoie to a depth �elaw the depth of seepage abserved during drilling operat�ans. ��►�O€tAiORY lPlV�S�IG�,i1��1 �R�C���R�� 'fhe (aboratory-testing program was directed pritnarity toward the �vaivation of th� physical and englneering characterls#ics of the underlying sl#e so91s. A{�eotechnfcal �ngineer pertormed identifcatian t�sts, uroless atherwise noted. �'he resu�ts of this laboratory�testing pragram are sl�own at the appropriate sample depths on the boring logs, ar on #he appropriate figures. Unless oiherwise noted, labn�atory procedures were per�ormed according #a ti�e following procedures: INoi�fiure C�nfient [�STi'� � 22961 Naturai moisture contents of #he sai[ samples (�ased an the dry weight af th� soilj were determined for selected samples at selec�ed depths. ihese maisture cantents are us�ful in delirtea�ing the depth af #�e zQn� af maistt�re change wifih an increase in subsurtace depth, and can �e useful �n locating the ground►�ater tabie, The moisture cant�r�t can also b'e useful in analy�ing and evaluating the expansion potential andlor s��ar s#rength of sail samples. The results of the #est(s) are reported at the approp�ia#� depth(s) an the boring 1og(s}. �►ic�erbera I�imi�� "Lt�uid and �ia�tic �imits" fASi'N[ ��3��) The Atterb�rg Lim�ts are given as #he pa�ticular rnois#ure cxmter�ts of �ne grained soif maferia�s when they meet the requireme�ts of a pradefned test. In particular, the �lastic Limit (F'�} is given as ti�a appraximate ma[stUre content at w�ich the sail material begins ta hehav� more like a plastic mate�€al than a semi-soiic� materia�. Similariy, the L.iquid �imit (�L) !s giver� as the moisture cantent a# which the soil material begins fa behave more like a iiquid material than a pl�s#fc materiaf. Yhe diff�rence af these twa test values �an the� be ca�culated, a�d is �Cnown a� th� Plastieiiy Index (PI}. Larger PI values indicafe an Pncreased abi[ity of the soil material to remain in a plastic state with changes in the mois#ure cantent. Th� results of t�e tes#{s) are r�po�ted at th� appropriafe depth(s) on tt�e boring lag(s). The Atterherg f�lmiis can then b� used in conjur�ctio� w�th oiher parame#ers to classify the sc�9f accarding to the Unified Soil Classifica#iat� System (USCS). Yi�es� parameters are also usefu! in evaluating ihe expansinn potential of the fine grained soiR mafe��afs with fluctuat�ons in the maistupe conten#. �l�ac�n�ned Cem�eess�r►e Sirennth �� �oi! ��mafes [�Sil� �����6? The unconfn�d compressive sirength t�sting of the soii sample(s} was perto�m�d in order �o evaluate th� ur�drained shear strength of tl�e sofE materiaE(s). I�or this test, a sam�te with a mtnim�m I�ngth to diame#�r r�tio of 2:'[ was used whenever possible in order to reduoe er�d effects during testing. If the ratio was less than 2, a correction was applied according to st�ndards � Water & Sanitary Sewer Impravements Sendera Ranch •• ForE Worth, Texas TMI tVo. F�02-0T2 T���$�IL+,��BL�, IR��. — Consutting — Geotechnica[ - �nviranmental Constru�tlon Materlals 7esting listed in the ASTM manuai. The results of the uncon#ined compressive stren�ti� fiest is �seful in evaluati�g th� �hear sirength of soil materials in undrained cAt�ditions and can alsa be used to de#armine the amot�nts Qf cohesion present. The resulis of the test{s) are r�ported at t�� appropriate �epth(s) an the baring log(s). �o�kefi �enefrome�er Sheae S�renc��h �valuat��n A small hat�d held penetrometer device was used in the faharatory ta evaivate th� shear sirengif� of relative�y un�isfurbed cohesiWe s�il sam�les. In #his test, t�e fla# tip of the device is p[aced on a f�at portion of the undisturbed sample. A constant �r�ssure is ther� applied unti! t�te device penetrates the samp[8 a predetermined amount. The approximate sh�ar strength devefoped is then read an the side of th� device in to�s per square �oot, and is reported at the appropriate depth on the boring ��g(s}. �is t�st is valuable En de�elaping rela�ive correlat�ons ofi the consistency of soils across the site, and can a[so be used as an ir�dicatlon of the i+�-sit� moisture content rela#ive to othe� samples. � ������N� � � ������ � f - . � " . . . . , - . �. . '- - . . , _ . ' _ ' , .- _ . -� . . ,. . ,'. ' . ... . -._ -,, . , , .' ' ' ' ' _, . . - . � _ , . , .. � , , 1 _ . . � .:� � .. . : . . � � .: . � :: : � .: ��� ._� :, �.-- � �:. '�: �_ �, - � �� "�'he Cat,y shall acc�ui�e �r�t �its expense adl of the fee si�ri�le. tracts .of Iand, .�' �. �. . 7 Y 7l '. �; � �L1Si�lkL�']2i5, �1c-c%f3Si;,�', y£1"i�ii�S CittU.l"ta%ttS-O��YaL1y', �S' iW1L1�,":::L1 �,y,�'n.'�r i'i'i%L(:�'i C21"� . I . .. . . . .� necessaryfo� the-co�zstruction, op.eration and maintenance a�thQ..Pro,�ect, and� . . , . � � � � : . � ` � upon�compdetiorr of �he Pro,ject, C'xty sliall�conve�� to �TRA ald of City's right. t�tde. .; � : _ `-- �� . - ar�d interes� in _and to �ihe Project facaltii�s,.��e s=m�r� ����t�. a.�'.%�a, ea�seiraent�; :. � � � � . � nal land.r� hts acquired �iy.the.Caty�;. . , � . � �Iicenses, permits aiad �ights-a.f way.. �'he fa . , . g. . . .. �� ��� and conveysd to .�'RA shadl be acquired and conveyed.. in accordar�ce with :TRA's . ... - � . �Board: �approved �La� �ights.Acqui�ation. Podicy. Caty shall co�nvey ,said. land . i ��. : . ° _ 1 .. . ��ights to TRA. free and cdear o}'liens and title d�fects: Fee sirri�te tracts a�ad . - � � �- -, easenaerits�sh�ll be:accarr�panied try`title i�t}sur�ance podacaes dt Crty�s : , .. : � ; ` : , -. . .� �;��se_ i�u��g g��a a�a. znaefeasible titIe to. TRA with insz�rdrice �cove�rage. . . � : .�� �� . -.. and poticy exceptions satisfdctory to TRA.. .City'sh,all�pro�ade TRA with�as�buidt.: . � � consiructfon pla�a,r wiihii� 9�:�days of carnpleiian.offarial cota,stnictiori. �City agrees . .. d�Y . ' � �o Tio1d �'RA harmdess ira the everat at is ever deterrniried. that the facilities. are . � �� . �. ,� �. ..�� � - . .�locatett:au�sicde of the.b�u�d��� of �'��fe� ���pl� �'�cts� easements.. dicenses, . _ . , . , � � permats, and/or:rights-�af way acquired far the Pr.oject, :and .Ciiy: agr�ee�s :to :carrect - . . � 7 ; . . . : � : , . .. .. : : . �y ,�u��.ae.��z���-� t�� ,����S��CtIOiZ O,f �f�.,�r . . i, • � � . _ . . . . . , � . � . . , -��. . . . . .. . : . . �t�r. 'Tlie':.. .,. ; � �. -� 5, .:. ..A.11 PVC coi�ections shall�use a Gl?K praduct or eq,ui�aiezit pi�e �adap . ` � � .. . � .: �� `: - : ` all.be aoncrete en�as��a minimuzn of3.0 �feet:�Com the:ca�nect�on . �. connechaz� sh � .. . � . - . � -� � - � .: �.:.to �a,e HenrietCa:'Cxeek Interceptor, TRE� manliole. .. ; . .. . .. - . � . � . .. `. . � -. . - � . 6. The �oIIowu�g chan.g�s v�a.11 be m�de�to th.e 1Vleter.Stat�an Spe�if ca�ions;.. . . . : �, . � - � � a, � �: Fl.ow Meter - page. 6 #1 � "The flow:nieter �shall be Eastech Badgei .. _ . - ' � �� �� .. . . � ' ' � . - Van,tage . 21�5, ` . , . ` � � � � � � : b. ` Data Recard�r =Delete section,;,#1-8 . , , Jc . _ � . . - . -- _- . . � . ' -� _ . � ; . . _ �- . , . . ' � . " .. . .. , ,. _ ' . � a'° �.�� �, . At the Poin� of.Entry,. the Trinity Rxver Aathority.Hennetta Creek Iritexce�?tor �.. � .: . � � : - � . . . .. ��pelia�e: � , � � � � �' _ � . . .- . . : : � . : ' . -. `� gi,�TG 4�ILL �E �ER�ihiITTED, the.. . . . � . ' �.�TO. SAW �UTTING OR JAC� : . . , m�nhale vvili 1ae care drill�c�: • . . .. � .. .. - . �.' • . � e cont�rributin flows irom.this poi�zzt of entxy s�vicing,the Ci �£Fort Wort�i,�Dentan Cree�` .. i� � . i . � � - ': . . Was#ewater Syst�i will be metexed ta�ing �ie flow in�thodalogy.as 5tai�ed below: � . ,. �'-.. . . - � - Plant E�Eluent(FIT�01} :� Roanoke(1 ACB).� Haslet(lO.OHC) ��: Marsfia�l Creek{1.4XViC) � ... . . � � � Nort�ilalcet9:pHC) � Northlake(B.OHCj --1.ODCPS +.Ne�tie k"W#1 {10:QCS) + Santa Fe � : L . . . . - . �. FQV#2(11.OHC} + 1�.OH.0 (Sendera} - � ,- � ,��.. . -.. . _ . . . . � ..-,::. :. . � - , ��.�� . . �. :_ . . . . - : ..�: . :. . � . . � � .i �, . � .. . .�. . .._ .. �_.l � � � .. . . . _ � : . � . . . . . �� � � - . : � .. � :. - �. ,...ry. -�f. . . ; . . , _ . : � .. �� . . , � . . . .. , . : .. .. � `, . F ;. .- . . ... . � . . �g _ 4 . � .. . _ ' . . � . � i � �. : .�_Iiy�u have any questioiis ar comxnents, ple�se;con�act m.e: � . , . � - � . . . �.Sincerely, ';. � . . -� � � � . , . ��.... �. . � �-� ' : : r , - y �.d L� . ' . _ .. � . . � � . . j!. . . � . . _ _ _ ' . - . ' . ' . - � . _ � . . � . � a _ � Michael D. Millegan . . : � � . . . - _ - , - . :Projeci Manager . ..� : . ... . � . . . : - . � . .. ; f ' . . . Dentan Cre�k Regiona� V�asteWater Sys�ezxi . . _ . . . . . - � � . . �.1. . ... . ;:_. . .� . �... . . ..- . . . :: Cc: . .. �.: ��� Patty Cleveland, Niati�gex �f Dp�atioris; Narthern Ragion : -. �. . �_ �' �f . - � DCRWS�Files . ' . . . . . . . . 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' , . . � PdINT.OF �NTRY REQ[]EST:. -O�.00�.: . . . . � ' . ` . . . � . - � .� .... .� �. . . .. . _.. - -. . . �� �� �.' . � .S�rRS.�1ci�A�..3���. li�V��S.��k�..3.: �`u�hit�J'ii �.i.�.fr�L�liL'V��1:kJLl.�����1��.�3AJ�`+���x1�k�i\�il�rs3iJ.�LrA, ' .. . � � � - � - ' �f- . - . • . . _ � � , , . � .REVIEWED S�':.. � ,:� � � . � '_: �.I DATE: : � . � � . � . _�.. � - .� � . -. .- . � ', , . � '. , . . . _ 10/9l0� � . � . � : -. ��..-. ; „ - . . . ..: . .. , : . , Y � . . . . . . �.y . . , - _ � �Yo .. : �� � � � . � ���� �� .'. . �, .- ; .: ..: : � Pl'ORT�RI� REG 1�' . . .. ��. �Z./M, :. . ; � . . . . . - - �. . � . .. . . �.. .- -� � . .. , .. , :DEVELOP�El�'T REVIE�V BY: � . � � -� D�iTEc . . . �I � . � • � ` - � � � �O /!S � Z. �.. . - . � .� �: ��:� . ! .�. {! - -- _� .. . � -�:� �� . .. . � � � : a . . . - �: . . . � . �, � . — ---- . : . . . . _ � : � � - � . � T�ONS � �D SY: .. . . � . : � �- � � � DATE: � . . . .. � : . . . I .� . : � �" . . 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', �- �'- :, . _ _ . : � . � ' �. - LETTER, �iPPLTCAT��IY, �A�P1D. �t.E�IEW SgEET. . �: : �.: .' � ; . � : , _ tl �- .. . . . . - � � : . � l� .. . . , . . . - . � . , . : . � , �. i� � . � . .: � � - . - - - . . � �.. � - - : . .i: : � . _..•� � .. -. . . ., . . . , � I., .� � �, �_ . . '_.._,, ... . . � , .. ... , - -. . _ ' .�. . ; . . .. - _ �_ � �� - � .� : .� . . . . . . . �.. � : � : �. � . . , . . . � . _ - � , � , - . . .. . -. - - . , -. . . . .. ... . . . - .: : .. .;, :.. ;, . , , ,: ' . � - .. � . - - . I �� � ' . _ _ iFt1iVl�Y R3v��, Au�H�RlTI� @� �� .. �AG� t,oF � - ., . � ' � �fi��€���F�: €���1�R� ���JE� : . � � _ . � � � ` � .: .: - ��l� O� f�N��3' ������� ���[� . . . . ' - � . � . - ��:����n�o��:���� � � � � � � - � - ' . . . � �3 ' . � ' � . ' .. . . , _ ' . -.. � � ' ' . .'. , . . � � �`.�i�is i'������1i� i'���` �Y'��'��#6iri/�u��l� . . I- � .. � . . . .' �- : . . ., + � � � � � � , �..���� . _ • � .�� �C.��y :� of� ..�o��� Wo��h �. �� : � � , ,� , . 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' , il�.SiA'1'!�N NUM��Ft:- . , ._ _ -- � . --- _ = - -- --� � , S, . • " . � .. : �-. '.. . � _ -_ � ., . ', . . . - . . _ . , . . . . .� . , =` ; . „ PEANAI�l�..1�IUD �5� �i�RTf-t� AFi�ATO ��.��F3�:=� :�Res�.dea�iai, Coa�e�cf�l - ` I: - . _ _ . _. .. � , , � _ _�_ _ __ � ,�_. --= - - - _ . , - . . . - ,. - . . . . . . . . . . . AC�G�: .: � �4�€i;.. .� _ . -- �- � .. � � - . .: . . . . . . . : ._� �. .� �. '� � ns: �t.ow ����.a��n�ra ' -. .. . .. � � ._ � � .. � � :.,. � : .. � : � ; _ ' � . ...,. ,: -, . . . , . , . . .. �; . � . . . � �. 1�i1C[Pl�'����AT�: � . �_ MaY � 2003 �ni��.a5. . __ , . � � . . . i141��iL FE.�1N �7CP���: NiG� .(�1�� A1�Ri�C� (] _ fi . . . ;;. ; ,. _ . : . . - R�iC�l� iP��FCI. " ,.. 2' i. . .. . . . . _ . . .. . j,. . . . . _ . _ . . . �: . `UL7]MA� �F�OW �3C��C��: . �IIG� {DAI�Y AY��°;�� : I 10 � � . . . - � � . � ;, '��oi � -. . ... . . . .. _ :�.. .. . - _ ,: �. �_ ��� ��a� - - . . . _. .. _ . a ' .: y� , _ . . . . — . ' — ... . �. , .' � � . 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Y� ', . .�v�• .i'�_ • ^ " I .� � 0 Y7'�ILTTIES CO1�PA1� PERII�TIT Date: 81710� �ir�i Name: city o� �ort wortr� Address: 'iQ00 ihrocicmarton 5treef . �ork Wor�h, Texas 76102 Phone. 817-87'i-8252 FAK: 817d�79-8'I95 Ts hereby pexmitted to �ore under (�longside) road name and nurnbex: Keller—Haslet Rd. for the purpose of Constructing a 36" Sanifary Sewer �ine and related appurtances under Keller—�iaslet Rd as indicated on attached sY�eet �5. i, � � �� �I This permit is �ranted on the eonditinn that the road or street will be bnred or repaired in stxxct accord�nc� with the Tarrant County Transportation Services Department's provisions and specificat�ons gov�rning same (atiac�ed). Special Instr�uctions: �oads are to be bored and not oper� cut / yj / A _� . l/� � � � / Transporta#ion 5srvices Dept. Signature af LJtility Company Ftepresenta#ivs ' Tarrant Courity Transportation Services Department 100 E. Weath.er#'ord, Room 4fl1 Fort Worth, Texas �619by0b01 Phone (S1.7} 88�4-1250 FAX (817} 884-1.178 PCT. # � Permit # �� d �'� il � r I � > � � � �l i cormNu�n oN trv+r aai � I ry �� � � � . 6FMOM.COOIY � �'� ��� fAGlN{iA�4FH i y ■ b o�roN � 122 �� i . ! � i � � . . , . .� -� - � ����. _ � T����IVT .� � f ■ ■ . � ° � _ Z � _ � j°� � Hsslet . . � � � ■ : a � . . �. �158 ..��� � � " ;y , � . neaea�sn / . . � � , r {� .�. ' ' .. p._ . _ ,_q.. ; ��.� , 4, , . ....:, � * ' � ���i„�a :�: — - - - -+ _,e.,�,:._'^.;,_ I r 1�+1 � � 4 �, � � n x e. F � , � �Q � r x' S � ,1; .,..-.,; �.-,.� _ r ,z .� � _ . - .� - 5r ' - . @ i�ABp:M �I1Ci 4 � 5 S. 4 r ;, .,� y U Q . i k � '' .'}{ M, ^i �. ;. � � f `F" F r s v , � , 1: �'���... 166 = r : �. 1 ' : va��}, 4+�, 'e'?� � 44:� ' rr`4� ' ? - = � � �`� � { ... � � �r, >.w . � �' }` '� � _��✓ . a , .. ''' " ��y �,,�i�'py� � a . � _ • � ti. � � }' � , ' :''' ; xi°` C'revk , . . , . 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O OgESSA � . ��p � � � 1 I , sERAS' - S � �_.._.. �� �„n — _ - �x.� �.:.4 � ..- .-� ... SCALE IN FEET � CONTINUEb ON AhkP 20 � 0 � 1000 20D� 30�0 CORYRIGHT 1971, 2001 by MAPSCO, IrIC. - All. RIGHiS RES�R� � . i � '�����II -=' :. is�., .:�. 7'}: { • '_ _ V� ,'�=]�1.��� �'_.�Mi'.II� �4�_�rs -;� �. � r �.S �;�_''.'�ti� . }f,. 'rr� ��� ti��k� . �{�C��:�����"�' } l '�"' �� + � �;, � � a-� ��O�l�i tn�� tR&V. os�� (Previous V�rsiona dbsol�te} 1', T0: City of Fori Wo�#h W�� Qeparlment �00� Ti�rock�n�r�On s� ��k �. �i�r'OI��1, �v ��?'� �� � � D�a J, i�im, P.E. ������OL ��rmi� � ��Oe5S-� 47n02a1 � ' Hwy. No. �iUl 1 �6 M�i�,��t�ag��ce: S�c�c �� ��tii;,1Q Cuunty: iarranf Q�: �u��g��s, zoaz - Reviewed � lss�ed �y: t�. Rodrigu�a Yhe %xas ���artm�nf o# �r��s��r�ion (Tx9�T� a��r� n� �flj�ction fo #ks� la�a�on on the r�gh��f w�,y �� yau� �r�p�s�� 36� SANiiA�Y SEWE� LIN� as shown by ��companying d�rawings �nd no�ce dated AiJ���ST i. 2002� exce�fi as n�fi�� bel�w, �t is expressly u��l�e�toa� �Ha� th� TxDB� do�s n�fi purp��, h�r��y, ��rar�fi any righf, �[aim, ti8e, or ���m��f ir� �r u�an �fs �i�hw�y: an� ii i� furt�er �nderstood fhafithe ix�?�T �nay r�q�i�e the �w�er t� relocafie ��i� f��e, subj�ct�a provisions ��gov�rninp [avus, by gFving �irfy �34) day� wrif�rt �a�c�. You �� �qu�s�� fa noti�r �his o�fice �rio� ��mme��men� of �ny r�u�ne of qeriodic m�ir��r3�nc� which �qt�ir�� p€ur�i�� �� �es wi�hi� ��ig�w�y ri�h� �i way, so thai �r� may proVid� sp�c'�ic��ions �e f�e ��nt and m�hods io gov�rn in �imming, €�PPin�, #re� ��lance, �� cut�, pa�ntir�g cu�s and ci��� up. ii�es� specif�c�i��s ar� in�nded ia Ar�serve Qur c�nsiderab[� inveatm�nfi in hig€tw�y ��anting �nd beauti�rc�tia�t; by re�ucing dama�� due fio trimming. . ih� ir��t�lf��on shail not d�mag� �t�y p�rrt of fih� highway �rt� ad��ua� pr�vtsr`o�s mu�4 be ma�e t� c��s� minimw� �n�on�nienc� t� #ra�c �n� adj�� �rop�r�y ow��rs. In the ev��t th� Awne� �ails �O camply wi� ��y o� all ofi �e r�quir�ments a� set fo�h h�r�in� f�� S�a� may t�ke sucf� �c�on �s i� ��ms ��pr����fe � comp�i c�m�li�nc�. � s��cia1 prov��io�s ti��d �5peci�c�ii��s �Or �uried In�#�Il�i�nsH vr �S�ecifi�a��ns �r A�erial Inst�llations�, �� ap�piic����.. � Ad 'a�a1 R� yj�ments: A r�a�ify idenfiif�lo-l� and s�i�abl� marker sh�ll be plac�d a� each rigH��o� w�y iin�, where lin� c�oss�s. Du� ������� hi�l�t��y p�j�� � i�# ����s� 2��3, it ��y b����� �������+ %�����t �r r�Ioc� Rin� � � !�� ���. Pl�as� �a� ��YR�l� RO�RI�UEZ 1�� (��I) �i����, �� haur� prior � st�r�ng const�uc�on o� fi�� [�ne R�t ord�r that w� m�y �a�a� a repre�niativ� �res��fi. TH� specs she��s= sta6� ap�roved �tans, an�i p�rmit �pprov�[ s�all be #ce�� �n fh� job �i�e fhr4ugh �he dura�on o��� ins#�Ilation. 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NiUSi �� �SSU�D �Y ixDOT PR�QR 7Q ANY JOB ST'��T. �AFLU� C�' ��7ATN � UAC # WI�L RESULi IN A FORiY�EI�FiT k�OUR S�i��T' DOINN. � - Pl�ase h�v� �h� followin� inr�rm��ian �eady when y�� eall �►�3'RBVA� # STA`C� ti��HWRY N@. UTl�' CQ�IPANY UT�L'�lY ��Q1���NAT4�t'S NA�i� U�i�'Y COO�DYNAYOR`S C��L N0. GEN�R�►L'C4��,4C�TORS NAM� �����AN`S NAM� �ORENiAN'S C��L N�. Si��i nA�� STAF4NC �A�E T�O"�° L�G/���5� ,1�������'�l�►.T,� �f,��I.Y�'� �8 f�'OU14,� PRIDR TO Ai11Y�X'1�4W.�T.�ON W�iHiN THE R�GHT O��WAY If� 01�9�� �I-I�►T T'F;E S�AiE MAY V�Ri�lf TH� �QSi�NC� 0� ANY �L�CT�C►4� 1NiRING AN�/�R ���R O�C CABL�. Sign�l� �r�d ��luminairies: ���ne # (�17) 3��yfifi�1 iiSJTr�ffrc Mana�gem�n�: �t��n� # (si� ��o-6i4� ���� �R.����IV��� �+o ��� ���v � �������� �z �au�s t.� �us�n��ss �.a rs� �Rro� �o rn���r� �ro�+ Cros�i�gs �n a Gon'�rolf�d aecess highw�ys �nd/or high volume raadways �n �nly �� per�o�rrned on � Sunday, ��w�en �h� hou�s �� 3 a.m. t� 7 a.m. with pal�ee ��sis�nce and �r�fFie eontrol. Crossings on � n�n-cont�olled aceess raadway andjor ��w valume roadw�ys c�n b� pe�nrmed anytim� during �he w�eC� Monday thru �rid�y betwe�r� the hours of 9�.m, and 4 p.m. wi�h prop�r tra�c c�n�r�l. An agen� of �he TxDOi U�il�.y Permit ofifice may only make exceptions fo th�se ru�es. 3 L�A.�i� ��,���l�.�S� I��i���A P��f�.P� O�E���'��'� iZ 15��Uf2S (.3 �US�'NE�S .�.� Y.S) f��d� YD Y�'E l�'LOW Uh� Tf�dfFl�' l��lnl(� AL �FKE�, �n� cl��ur�s w�ll oniy be �ll�w�d with pri�r appr�v�l. l.�ne closur�s ��� hav� be�n a�proved �li�ugh Tx�Qi, will ��t�ach�d with �h� �pprr���[ p�c�ge. �f �h� utili�+ i��i�l���iot� �°�q�irr�� � fan� ��o��r�, �� �h�uld � brr�u�f�t up ►�h�n i�� �� ����� i� r�i�+��.. �� � l�n� clasur� is required du� ic� uni�r�seen �on�icts �nd a�r � utili� �pprov�l h�s b�en issu�d, it w�l! b� n�����ry �o c�fl �h� TxD�i U�lifi,� ��r�mii ���� �� 817/3iQ-6��� ar $�7�370� • fi�8� pr�or �o job si�rt. � i��lc �on�ral pl�n wi�I h��� � b� submif�d �nd �pprr��ed �y �h� Tx�OT Utility Permit Qfi�ic� pri�vP ta e�n�����n ar ��n�inued �o�si�uction. Aff I�n� �iosur�� �r� r�qui�d �o meet th� T�� M�nu�l �n Uni�orme� ir�f�c Con�rol ��vie�s. Tr�ffic cor�trel �h�t is r�quir�d o� ��on�roll�d acc�.ss h�g�w�y wifl �� requir�d to h�ve �n �ngin��r'� �I. ' �� ���I��N: ��n't forget 1�840�DIG T�SS ������ MEJ�f" B� ��NE 24 �OU�.S PRTOR TO TH� .�bB SYA�T' �►N[� �NSP�C�E� �Y A ix�OT INS��C�COR. . �o�ic ���.r�u� S�ac� pili�g wi1� only b� allow�d wif� permis�ion fram TxDQi �nd pr�or f� �onsi�uction. �n�, permis��an h�s �een gr�n��, �ta�kp'ri�ng can s€�� �r�y�eigh� hour� prior � con�ru�iion. i�t� pl�cemen� of �h� s�kpile sha!! be pl�eed on �I�e righ� of w�y line oY �� �fase �s possible wifhout �b�tructir�g fh� �ur�6; par��menf, or lin� �f �ite**.� I�"c fh�r� is an �r���afficien� �mour�� a�' righ� o� way, de�med �n a c�s� by �ase h�si�, then i� is re�ammended tha� a c�ns�ru�tion easement be ob�ined f�m ff�e �djac�nt prdperty owner+. Sh��1d � j�b b� pl��d on hold on Beh�l� �f a p�r�y o�her than ixDO% � gr�c� p�riod of �rty-e��ht f�ours wi�l b� �Ilowed at which p�in� all mat�r�al� �nd equipm�r�t shall a� removed f�am the S�te`� ric�ht of w��r or �xDOT rn„sen�es the righ� �o ha�e ��I m�t�r�als an� equipm�nt removed �nd impaunded �� �F�� �wn�r's �cper�se. ���� AL� P1T� SHA�.L �� EXCAV�TED AI�17 CLOS�D W�HIId 48 HOUR�. P�iS ��F� OP�N �VERN�GHi S[�A�L �E I..Ii' W�i�1 �A�t�%CAD��; SAFEI'Y' �ENCING WiLL NOi BE A�C�PYABL�. * �Ai���� Y� P��Ni�� R10i���A'T�OI� �I�� It����i' �i� 'CF;� �l�l%1���1�� ��iJ'T ��lhllV O� ��� �i'C� ��I� R���C� Ai i�� �I�I�T�E`� E����S�, ** Siocf� piling wiA no� be allow�d on a�urve. + ixD�T wil! not �ct as �n ageni io ��t�in and. €s not responsNbl� fer ob�in�ng any �onsfruction easemenis for �i�� utility comp�ny, u�Iity cont�-a�tor� mun�cipali�ly, or �ny agen�s th�r�o�. 0 1�� ��8� ��� �.�����r����i� �accepic, �� cases o�� an �merg�r�cy a,� men�or�ed lat�r herei�ir no wnric w�iGh requir�s insp�c�:ion by �rt agen� o� �he Tex�s Dep�r�men� of Transpor��ion wifl be al�owed �r� Sa��rd�ys, Sundays, ��d�r�l bolid�ys� or �t n�yht �nd is conside�ed stric�ly pr�hibi�. �n the e�en� the Utility Own�r b�li�ve� that "off d�y" work is necess�ry due io an �merg�ncy, �uch as �he necessi�,y tv avoid complica�on in �h� �peratitan of �wner's u�cili�y pl�nt or to p�ovide �ec��sary �ervices f� �he public �1ue �o �n ac�id�nt �he U�ili� Qwner �gr�es �o: A: Obf.�iri %xas� Depa�m�nt of Tr�nspot�iio� apprdvai �f le�st 48 hour5 �n �de��r�ce so �hat �rrangeme�is��c�n I� mad� �o ha�� �. Hi�hw�y �nsp�ctor pr�s�nt. Fal[ure �o Qive advance no�ic� wi�� be sufficient reasor� to not gw�n� �ppr�d�l for wor�ing. �: Require his C�n�rac�or � have sufiFci�n� p�rsonn�� ��� �q�aipment �n the �ob to e�cient�y execut� th� work, � C; H��e owner's sup�rvlsor �r inspe��or p�s�n� on the jab at all t�mes r�i�i�e the �bove ty�� o�' work �re m progre�s. . * New Y�ar's �ay, M�rtir� �uther Kirx� Day, Pre�9den�'s �ay, M�marial k�ay, �r�depend�nee Day, La�ar Day, ihan�scjiving Day, Chris�mas Day. �o�° �ig�i�ir�r� I��e cl������ rega�ding ��ri�l crossings s� �erial Crossings page �N�������' l�i��iHEI� % en�u�e t�� s��etj+ of �h� �r�rreling public, �� well �� th� con�acta� ��d his cr�w �nd �'x�OT age��r. no wor�C sh�fl be �Ilowed dur�ng inclerneriic we�ih�r. By d�inition incfemen� we�fh�r s� deflned as: We��h�r tha� is h�z�ardaus �o �h� sa� �nd wel� beir�g of e�e �ntl/of �s��s sur�o�undin�� ��d/ar b�fongi�gs. Inclemen� w�aa�e�-� �uch �s, bu� no� Iimi�l �o rai�, �og, snow an� �1�� e�'ects �is�bility and/or trac�iQn. Y�e resul� of w�rking durinc� incCem�n� we��her will �sult ir� immedi��� job sit� shu�dow��. - �n cas�s �f �m�rg�n�ies, light� �nd �r-af�e co��rol d��ic�s shall �Iw�ys be �sed, ar�d wi�l �e in st��ct �e�rd�nce wi�h the guide�in�s o� �Me "CM�l7°C�. NOT�FICAT�ONS vf v�ro�k sh�il be giv�n wi�h�n t�►renty-fou� {�4) hours �ia f�c,�fmi�e {81iJ3�0��5�4}, �elephon� (8�7/�iQ�658� or 6�82), emai[� �nd/o� U.S, Mail. � �1�1�Ei`�' Appropriat,� me�sur�s shall be req�ired in t�� in��rests of sa�e�y, trafFic con�enience and �Ceess to �dj�cer�� prop�rty. Appropri��e �igns, markings �nd b�rricad�s sh�l1 �� p[aced by the u�ilit� cor�trac�or ar an �gent �hereof �riop �o the beg[nning of constrU�tion ar�d shal! be mair��ain� to pr�p�rly warn motorists th�u ih� durat[on and upon completion of th� instal{a�i�n, AI[ �cr�ffic cor�irol devices sh�l� conform to �he TMUiCD. Na tr�affic �hall b� blo�f�ed or stopped �� ar�y time wi��out the pres�nce of � v��ed fl�g persan to w�rn �nd control the �r�fFc �ow, � � �SA�Y CON'� 11if�f`(: i;��� COSt reimbursemen� r��r��on �nd ins�aH�ti�n. U'�' �i`1S�.ci�(c}�iUC3 IS t� 1� 1"���Uf3Sl�i�l�;� UI" iCi� �l��il1�}+ �'i�'il'i� i XGU I S�ld�� I'�Cjtlll"2 fiop i�s co�� �� meas�res w�en t�f��C� i� the int��es�s nf �r��c s�frety, o� r�p�irs to ��� h�ghw�y righ� of way, wh��h �r� �n��e n�cess�ry by �h� ufility All u�lli�.y cons�u�«n equfpmen� sh�li be park�d thiKy ��t from �� p��em�nt s�rr�c�ure wh�n �q�ip�n�nt is not in us� or ��onstrttc�ion ��s�m�n� s�iall b� r�uir��d. 5I1°� ���� l�� .� 'i�� �LI"�°Y COI� [���� SHALL CL�A�fIJ� ���� L@��,ilOf�.� FIT��� �4i YI�� �i�����h� O� TF�� �'TW'i�'� �RiS���T�� �R �i Tl�� �R�� �� ��F� V��RF�tiR.�� �,�1�'. F���.11� i� �����Y �I�C i3�U�7 �N �O� �t��T DOl�I� UN�� �%�H'� O� W�1( �AS ���N R��i��� YO W� ��t�� � �R ��f�R ��I��I�TO�f 'tHA� ��0� ��NS'1'"����N. . Roa�way� ad��c�nt t� u�Eity con�t�uc�ian sit� sh�ll b� k�p� �re� from dearis, ro�dw�y con���uctiar� m��ri�l�, �n� mud. At �h� end �� ��r c��s�uc��on d�y, ��r��tru��io� �quipm�nt �nd materials shali be moved as f�r� fram the ro�dw�y �s f�a�ibl� w�thin th� saf�iy ru[e�. I� mu+��ling.ofi �he r�dway �cc�� a� any �im�, road s��[I �e cf��red �t �he e�d of e��h d��, w[�h �ch �ccu�rence wh�n �r�f�� allows. When u�ilii,y ir�s�lla�i�r� is c�mplet�, th� r�gh� q� way �hall �e r�sh�p� �� if� origlna! or b���r c�ndi�i�n �nd �� �re� re�ded or r�es�dd�d � r�duce �rosi�n*. � Should settf�ment �� era�io� accur with'rn .s�c (6) months ��e� utiltt� in��l���ion, ixDQ�' sH��l sp��ify promp� rr�pi�c�m�nt �� �h� i��uee'� e��s� for bringirrg th� �nst���ion site w��in �he �tate'� righ� �f� w�y b�ck t� a� g��� �� o� bett�� candition �than priv� to th� u�ility ins�ll�tion. ix�0'i wifl r�e��or� si�s �ha� ar�e left �t an uns�tis�a�� �ondi�ion afier no�i�cafiion h�� be�n �ent �o tfi� iss�tee. `The�e s��� will h� r�es���l fa tfie or'rgina! or a��� gr�de �h�t� prior f� u�ifity cons�r�c�ion. Th� �s�u�e sh�ll fully �eimburse a[I cos�s incurred by i�4i for a�l repair� �n�d� h�r TxA�� or� an ag�n� t��r�f. ih�se c�s�s inc�ud�, bu� �r� nat limi�d t� m��er� o� �r'af�ic s�f�r, rigt�� o� w�� coniour, re�or��i�n an� r�p�irs � all highway structu�es w�thin th� 5��� righ� a� w�y; inc�udingr hU� n�� r[mit�f �o �'o�dsr d�id�rrv�y�, ��rrain, I�nds�pi�ng, �'�nc�s, �c. * S� I�s� pag� ttWtld�ower Mix" 6 ������� ������������ ���. �'.�!1������-.,���,'�`1�1���A ��0���1�►'��N �F 1f��R� Y'��� �D��HIR��i' �������. �� ���i� ������ i� any parrLion o� rela�ed highway is under cons�ruc�ion, no U�ility Owr�er`s ��rces or C�n��cE�rs s�ali �nter w��hin i.�e I�Ighway right�f way without �irs� �onsui�ing tM� Htg�w�y Conir�c�r and making nece�sary arrangemen�,� r,�rdina�e in�al�a��n of it� �'�cili�i�� wi�h Highway �on�ruc�i�n. �II work rel�tive to ir�stali��an �f Ut�li�jr flwner� facilitle� shalf b� candu�e� in sucf� m�nner �� not to in��r��re in any �uv�y witfr operations of �e Highway Cantraehar. ii�� �bo�e requirem�n�s with r�sp� � caordin��ior� a� work with Highway C.�r�trac�ors sh�ll likewtse apply � work b�irtg dane by �f:��� Force�. � ��A�ICa�� ��E L�O�k`��N �� R��P�S�D l�L���� No �h�ng�� s�all be mad� in approrred loca�ian� o� utili�ie� wifhin limit� of hEghway t�gh�-a� way wi�houfi � prior �ut��ri��tian of%xas Department ofir�nspartaiiar�. I����U��NN�[�i Q�` E�TILli1� P��� .���� APPU��'�NWL�C�� N� de�i��fons sh�l� b� mad� �rom the loca�ion a� undergrr3un�1 I�ne� �ppr��� or desfgna�ti by th� Te7cas Departmenic of '�ranspar�.ion �ither during plannin� ar cons�ru�Eion �a ��oid ut9l�r pol�s. �Wher� �uch �dl�s ar� ��j�c�� � any propas� �ndergmund li�e, �tility Own�r s�a[I mak� necessary �rr�r�g�ment� witfi oih�r U�li�r �wners f�r� mavin� �Ie� and ��purtenanc�s and/or s�pp�r�ir�g s�me durin� trenehin� ope�ai�lons. Any poles, an�hors, etc. r�lo�at�ci to cl�ar �h� praposed u�d�rground lin� shall � moved �w�rd th� highway righ�-o� way I�ne a�d loca�fon sh�ll b� �ub�eci ta the ��,s [�epar�mar�t o� Transp�rta�on appro�al. - . �U�l�����Oi� �� PRO]��T D�'ld��N�� ic� ���� �rin�s of �e�aiied dr�wings show�ng exac� pfan loeatian and profrle of und�rgraund �ine shali submitted io %xas �epartm�n� af �`ran�portation w�il in advance of ooRs�r�c�fnn of_ lin�, for v��-i��ation th�i location of Iir�e is in atcardance wi�h requirements �peciftea� h�rein. , `� ����� �� ����' ����� �� ������� �� �����V���� Utility �ine� shall �� s�[c�i well tn �d�ane.e oF c�nstru�ian of I�ne s� #h�� Te�d� �e�rtmen� of �'ransparta�ar� c�n 1r�s�ect �i�i�� to rreri�r �ha� alignm�n� �nf�rm� � re�u�remen� s� ou� h�rein and tliat iher� is n� cant�ic� with highw�y f�cili�i�s. � lJt�lity Owner shalt giv� Te7cas �p�rtment �g ir�nsp�r�tian no� less t�ar� �r�y-eigh� (48) hours noti�� ah��d of tirn� wi�en �king �� line wUl I� aompleteal. NOi����AT%�1� �� ���f�€�N���T �F L���ON �►l�il������ �Y ` �����v�� ��� ���a����n�� v� ���b��t�� �.������ �r� ���r��� � ���r o�un��� it is eacp�ed tha� where th� in�a�la�ion �� €�ili�jr lin� h�s beer� auti�ari�ed, such in�a[I��ion wili F�e mad� within � r�sonabl� p�riod af�r �ppraval o� r�ot[a�, �h�rwi�, th� %�ras �epart�ner�� of Tran�por��ion r�r��s th� right ta ��sic�n �he iacc�ti�n origin��ly appr�r�d �for the li�te ��nather utili�y, %� �n�truc�ion �f. Utility line t��s n� be�r� s�rt� w�thi� �aur (4) month� �fi�er da� Qf ap�roval, th� U�ili�y �vimer sh�il imm�i����y no�ify �he T�� D�p�r�rrt�rlt �f iran�part�ti�n wh�h�r it is stifl in�er��ed �(ns�ll th� lin� �nd the d�� c�nsirvc�ian wil� caamr�e�c�. if f�h� own�r ir��nds t� ��ndo� all ar any p�r� �f th� at�h�ri�ed l�ea���n, the Tex�� ��par�eni o� Tran�p�r%a�ion sf��l! be lnfo�m� �c�ordingly sb Yhat �uc� �ban�on� locafion may t�e ��ign� �o o�h�r utili�ies i� d�m�l n�ce���ry by fh�'��xa� ��artmen� ��Trans�r�a�on, � Ii�5���1°'i�f� ��' ��'7�i� ��P��:7'I���i �� . ���P��Y�T'��1� I�PI���l�IY�►'T,�1/� . . U��lity Qwner� sHall in�orr� �hei� f�r�es or ao��rac�ors �hat als �ility in�lla��on� aut�roriz�d by Ut#lity Agr��m�nt vr Approval �I��![ be subjec� to �u�h inspection a�rtd ��ks as ��y be d�m�1 r����ry► by the %�cas D�par�m�n� of Tra�sporta�i�r� �o v�rify i�a� wor€� is b��ng d�ne in accordanc� wii� fh� %xa5 D�partm�n� o� ir�nsportat�ar� re�uiremen�s. All sup�rvisary �r�anne� shall b� in�trc��e�a1 to fvml�h �uch in�arm��ion an�f c�operatiorr �s m�y be rr�uired to perFvrm such inspecti�n. � ��PY O� �P�R�l�A6 �f� �O� �IT`� A copy of �he appr�val (includfng all ��r�) shall be ke�� vn ti�� site o� �h� wo�k atr all tim�s when warl� �s fn progress. • I �-� ��L� �x�� �u�������� ��� ��as���-R�� ih� U�ili�y �wn�r shall prerrid� comp�en� full time on �e���te sup�rvi�ors or fn�peczor� for �11 ut�fiiy instaila�ions e'r�h�r a�ihariz�l by �ppr�vaf �r cov�r�cl be u��ity agr�em�ni with t�e T�xas D�par�men� oir T'ranspart�tion. II��O��Ci E���i��l� O� UTI�]'��� Any pip� incarrectly.located d�ring eor�s�ruction �a con�iic� w�th any h2ghway s�ructur� sf�a�l �e removed and fa'id in proper laca�ion at �n�ir� ��ns� ��' Utility Owr�er. : ��.o����� o� ����vv��r ��c����s �UIRIN� �N�T,ALL�7��N �F LI�I� A�I cans�rt�ction operations relativ� '!� instaila�ian ot the pip�line shalE be conduc�d in �uch manner �� �o pro�ci hlghw�y �acili�ies �'rom damage a� �II �imes. DI�P��A6 �t� �C��� �C�11W`�d�N � �fVD CL�Ik� UP �xce�s ma�rial from tr�r�ch excava�fon shall be r�moved �rom highway righ��of-way and 3ob site cl�an�d up and ieft �n s�tisfac�ry ��nd���on. ��f��%It AND ��P�WC�NI�(�`� �� �XP�� �1�� �A�Yi� ��OP�S Any exis.ting riprap cu� �y trenchi�g op�r��[ons �h�11 b� ['��i�ced an� s�r�ace o�` n�w riprap frnish�d to match :�ha� o� �xisting riprap. Concr�e ripr�� shail aont�in not I�ss thar� �hree (3) sa�ic� of cem�rrt �err cubic yard of ceneret�. Retnfnr�ing s�eei shall conform �o tha� of existtr�g riprap. Slopes �f highway cu� and ermbankm�nt� dam���d by any op�ratlans reaa�ng ta �ns�alla��an of utaCii�r 5halj be r��alr�� and r��r�i t� the ex�c� c�nt�ur �cistin� prior �o iri9�i��ar� bfi �h� u�il[�j► pr�j�ct. All earth pla��d in the res��ra�P�n ofi siop��, �c., sh�ll �� c�mp��ed �o a d�nsi�y equal to �r gr���r ��an th�� of'�� origin�l �lop� as dire�d by T�acas d�p�rtm�n� �f Transpori��ion r�pres�r�tati��. �P�C�i�P�IT �� ��� AR�D �A,1��(+���fT'� Wher� removal of ba�e �rtd p�vemen� n�s b�en �utharize�, ail such b�s� and pavemen� sh�N be r�pla�c� �s �firec��d �y th� %�� p�partm�n� of Tra�spor��ian repre�en���e. A!I exi�i�r�g pavem�nt and r�l�� filexibl� or con�rere ba5e, which is fo r�main i� senric� �i�l�er permanently or temp�rarily, or ta be inc�rpora�i as a part �� "�he 1�ighway projeGt, �hall h� r�place�i. ���i� a�� ���io��.�� �� s������ Mulch sodding �r� �11 slape� af �wo perc� (2°!0) or less �hall replac€ where excava�ion o� bac�llin� op��an� dis�urb �flddin�, such arr�a�. All s{ope� o�er �inro per�en� (�°�o} sh�ll I� replaoed by bbck �odd�n�. �R1��,��a,i��R1 �� LIN�� (�EN�Agf� �A�f�Nl��1Y� No ���n ��t� fop pip� �eH�H�� sh��l �� r�rade a��°��� �n�+ p�d�m�flt ����ati� ��ifl �i���y ���ii� I�fl� �r �arning I�n�, a��f���t�c�r� �ar��, ��I�r��iefl ��t��� �nd e��r �imilar fa�i�itie� unl�s sp�cificafly autharix�d by the Tex�s �epartm�n� of iransporta�ion. �ipe shall �e insralie� by baring and �unrteling and at� �uch iunn�ling a�d boring shali b� cased �nd pressur� grout�d �a ��ai �oids be�ve�n casing and �dj�cen� eart�. . Open c�t�s wil� b� atlawed a�ro�s pavem�nis of existir�g skre�t cann�c�ions, where plp� trench is adj�cent f� and p�r�ll�l with highway righ��af�way lin� and where pav�merri has noi been rece�tiy constru��d. N� �pen cu�s�wif[ be allaw�d �cros� sucn cvnn�e�ions w�ere new pavement h�s just been constr�ctecf wiihout writi�n perm(ssion o��h�%xas �epartm�nt �f �ransp�r�atian. � � �A�II�� �� LIN�� Ufility lin�s carryi�g liqui�� or g�s�s under p�ss�re m�y be ins�ailed uncased in aceordance with th� i a G�;p�i��� ... .... ...Yic.� f t���li�y l��u�mmo�u�:;��1 f�c3i�y�. W'���i� li�-E� s���s;�ir�c� ��nea'�h culver�s �hafl b� case� �nd casing shai� proje� fi�e (5) �ee� I�yon� o�side iimi� o� �ulver�. . Void� ar�ur�� ��In9r plac�d by turine�tng ar b�ring� Shail be pr�ssu�e graui�d. U�� �� �C�����'lA�� ��cplosives shall be used w��h1n iimi� �� highw�y righ� ��w�y with�ut wr.+%n ��r�n��slon o� �h� 7'exas D�partm�ni of Tr�nsp�r�a�ior�. . Req�ses� for permis�lon � u�e �acpl�siv�s �hall inciude �he fo�Iow�r�� infarrn�tion: �) I���ti�n of ��ghw�y where use�of expiosiv�� [� pro�sed. b) '��►�� and �rn��ur�� o� �plasiv�s �o be us�ri. Yf �� us� af ar�y. explosive� i� �lfow�d, a[l blas�ing apera�on� mu� be �n�uc�� in s�ch man�er �s it� camplet�l� profi�ci adjacenf prop�rty ar�d �h� tr�veting pu�li� and n� i�t�rF�� wi�h �ighw�y �raf�ie. NU bla�ing wlll be p�rmit�d 'm �he v�cinity o� any s�-ue�r•e� or b�ne� any pa�emen�, which ar� i� rem�in ir� ��. Tfie us� of any �pfosive nrust 6� appr�ved prlar t� us� an�' h�ve wri�en c�nsent exp/afning agr�d rr�et�iot� by an apprvved a,�enf° of Tx��� ��C�Yk�O� �F �fl�b��►'1f '�°�����, ���i����S, WJ�I�.Wa�� SIC�f��, �i'C� � No c.�r�s��ucti�r�.ap�ra��n� relafive ir� in�iall�fiion �f utilfties will be �1lowed wi�in �h� limi#� ef exi�ing �av�m��s carrr�r�in� �raffic, �� should�rs �dja�en� ifi�r�o, unl��s �p�if�ally ��hor�z� by the %� Depar�m�n� of T�r.ansport�ti�n, Exc�v�i;�i m�teri�is s�all f� k�pt afF p�vements a� �Il �im�s. Yh� l�ti�ity �wner �� �is Cat�tra�r �h�l� pr�vvide barricad�s, warnPn� sign�, fil�res, flashing devlce�, and �lag�en wh�n n��sary. � PI��T'��TI�N �� �3CI�'�N� �L�TI�� �) Prior to s�l�ing a Ivca�aon for a propQsed installa�ior� ar acceptir�g a laca�ion sugg�s�d by �h� 5�at� for such inst�lfa�i�n, ��� U�fity �omp�ny sh�l! take all n�ess�ry steps to deYermine tF�a� �h� loc��ian is not �Ire�dy occupied by ana�her l�ility �nd �ra d��r€�Fne �ha� no dam�ge wifl I� done i� exis�ing Utiliti�s, - ' b) Priar to �eginning a��l cans�ruc�ion op�r��ions Yhe U�ili�y Com�any �hall r�o�ify all other U�iliiy �� Campar��es who may hav� faci�iti�s in �h� ��-�a so they ean det�rmine if th� propased construc�ion . will con�lic� wi�h or otherwise d�mage th�ir �'�cili�i�s. U�� �F ��i�� P��F A1�D [�OR�N[�i���I� Pg�� a] ���stic pipe may b� use� for �as fines provid�d th� �n�emal �re��ure da� n� �xc�ed sixty (fi�) �unds p�r squ�re inch� th�y are enc.�s�d from r'rght-o� w�y line �o right of-way line on crossings and h�ve at fe�st thir�r inch�s o� cover, �h� m�ximum size of plas�ie pipe gas lin� sh�ll not ex�e�d six inches. . ' �.0 i+ b} Where n�nme�ca�lic pip� i�. insiall�d longiiudinal�y, a m�i wire �hall be concurren�ly ins�alled or ather mear�s shall �e provid�d �or d�fec�ion purposes, � c) f�la�tic �i� [� �.iJ4c' �o�' ��yUi�r �in�� ��r�oti�i;��� ��� minir���rr� c����h i� thi,-�y (3fI� i�-�ches. �ncasemer�t �hakl be as pravided in Rule 21.4� of �he U�il��jr Ac�amm�da�ion Palicy. �48�1�� �R��I�D APPUl�7°�N�►I��� i0 d��D��Cs�OIJ�V� U°�L�ii�� �bovegrvund Enst�liation, sucF� a� p�de�ls, fire hydrant�, met�rs, e�c., fnstalled as part o� �� und�rground u�ility s�all b� �a�a�d a� or ne�r �h� righ� o� way line, well outsid� fihe highway m�in�enanr�e aper�tior� are�. �A�I��� T'he ��lity company shall pjac� a�readiiy �der�tifiabl� and suitable marker� at �ach righ�-�a� way I�ne �ar highway cr�ssings �ccep� wh�re mar�ed by a vent. . 11 i , � � � � � � � � � � � � � � � � k� �� � � � � � � �� �� �� �� � � � � �� �� �� �� �� �. � �� � �,����� ���������� �,QCI-!T?'C?!' — N��r ROlN lin� rrQSs�n�?� shau�d b� perp�ndicular� �— At I��st on� r�quir�. MA� — �q�irs� .� —1�" usua�� and 1�" mintmum or �lz d��r�n. af t�sit�� und�r s�L�rade; 3A" total �lear �ep� at �I[ pofnts wher� en�as�; 3b" total �[�r d�#'► wher� ttot �r�e�se�. (L�rtgitudin�l) ,�V(�.AS�M�N'T — LJn��r raadway�s, �itct��, structur�s ar�d center m�tia�s. �ptions all�w�� for w�d� r��lians. ��������' ��� � �acr��� �a��� �_nC�T?;��! -- M�;� �ev��f�'Fr�m �Qrne�d�c�zl�r requirement�. Urb�n langifia,idirtal lin� may �main fi o[�r sep�rafiio�, � p�, �- Mfnir�um �taf dep�h of 24" if ene�s�d �r 3a" i� not er��s� m�y b� atlow�. (�ngitu�in�[) . �NCAS�ME�i'i-- (l�d�r readw�ys, dtte�es, s��vct�r�s �nd c�nt�r r�edians. �xce�ians all�we� far wide medi�r�s �O�AnQN - N�r RdW lirl�: CI'0�51i1QS 5F181Ji(� ���D�V � M�y ��uiAte ftotr� ��rp�rldiCufa� b� �rp�ndicnlar. r�quirem�nts. Urban for�gitu��na1 fines Fn�y M�1��S � R�uire� . r�ma9n i� ou�er s�paration, �� Mir�imum ��'" un�er ��bgr�de or 64'" �� Re�t�ir�d und�� ��v�m�rrt sur�ace; �#�`� minim�m ur�d�r ��'H o N� exoe�tians �llowed. � �;�ci��. �ptians may �� atiow�d �f �� �Ivl" � No� ;�quir�d if weld�l ste�l prat�ct�a1 by reinfarc�d �oncret� siab. con�ucti�n � h�avi€r w�ll t'�ick��ss a�d/or �1C,4S�M�lV1' �- Not re�ui�et! if weide� ��:� � hi�her stre�gth steefs, c�1 an� wr�p�erl, �onstruetion of heavi�r waiS thiCkn�ss �n�Jor cathodi�alfy pret�cie� ��d a��� rneasur�s �s higher �tr��gt� s�is, c�at�d a�d wrapp�, r�uir�d. �i�nits c� �rotec�ior� are ir�� same as catho�a�ally pra�i�ct�d and o�er m�asut�s as tt�at �r encas�ment. reguire�. �im�s �f pr�t�ci��n ar� �� �ama as that fiorenc�semen�. . �' !� � Nea� RQW �ine, �rv���gs sFiould � � M�y ��viate from p�rp�ndicul�� be p�rp���icu�ar. req���m�nt. Urb�r� lo�g"�vdinal lin�s may . � b 1�" usu�l and f2" r�'rnimum o� �/s r�m�in e�ccept un��r c�nter.m�iians, roa�w�ys �n � �i�m. und�r sUbg�ade; �4" to�l c��r ��p� the c�ntroll�cP �cc� area, ar ar�y �the� ro�dw�y I�w surFac�. ra be {re) car�st�rurt�d, provid�d there will f� na � c� E`�i�45�MM�']' � Sam� �s for �rtcased Nigk�� f�r� pavement cut� �ther than on taw v�1um� ���r�sure �ir�es or non� if c�thodi�afiy roa�s. � prot� and agr�e ia no f�ure pavemenf �„�- Min�mum to'�a� depi�i� af 1�° may be � eUts. alfawed. �CAS�M�IV�" — N� e�ctept�en ail�w�d. LUt'Ai��N � Near R�W Eirt�. Cr�ssin�s should L�CA�YiON 6 May d�evia� fram perp�r�dic�l�r b� p�rp�ndicul�r. r�quirem��t�. Urban fang�t��inal lines may �P�i -18" usual an� 12" m€n�m�m or �/� r�mafn �cc�pt under c�nter r�edians, roadways d�am. u��er s�zbg��de; 24" t�i�l cie�r depth wifiitin th� c�ntrolled acc� �r�, or ��y ather �� belaw surfate. raadways t� b� (r�j ��nstr��ied, �rovid� th�re �NCASEM�NT' � Under roadways ra eEnter of w,li be no �utu� p�vem�nt cei� v#her tha� on low ��it�h and �nder m�dians. �xc�piion allow�cl volum� Pront�g� r��dS. . fnr wi�e medians, for �ip� �aF 30r' or greater -g�,- Mir�tmum tota� d�pt� of lSr' may b� riiarn. Under low volum� front�g� roads, ar�d allow��. �nd�r s�de r�a� entrances wh�re jusfifiet9 by �NC�.5�h1�Ng'— M�y b� or�itted far ��pe of �4�' or �r�affic, road �nditi�n, ar�d I�cai pr�ctic�. gr�ater dfam. Un�er low volume frantage road�, �Z aG u� � � � � e � �� �� �� �� � ! � � � �TT�►n����� �X���'r���i� �o� ���Ii���fVt1°5 EXi�i�� 6���� LOC�'ITT�Pd -- P��t ��?`-,�� I�� s�. C� c�ssin� s���v�ld I�.L�II`,"I�f�i ��"�y devi�tc: f��un� p�rpcwr��i�:�l�r �e p�rp�nditula�-. requfrements. Ur��r� longi�udir��l lines may �� — i8" usual and 1�." minirrrum or �/z rem�in e�cc�pf ur�der c�nter me�ians and d'i�m. Und�r �ubgrade; �4" i�tal clear dep'�t roadways in �e eon�vtled �ccess �re�, bel�w su�r��e. pr9avid� t�ey are qf sa�+sfacfory quaiity and �NCAS�M�NT � Only if und�r pres�ure or d�� depth, manholes �re ad�us��, and fu�ure no� meet s#�nd�rds. �f er�c�sed, r�uirements s�nr�ce lines wi�l no� vfol� access con�roi a� sa rme as w�i�- lines. di�urb �ny madway. MA�AL.S, � cast iro� ar e�uaf a� crossings a� MA'I'�FtIg� —��u�remen� f�r m�teriat� may h�gh �ol�m� roa�way�. O�I�ers allowed for b� waiv�d i� lin� is �f �a�is��ary quali�jr. langi�din�� l�ne� and �rossings c� law voium� D��i� � Minimum �nttal depth of 1�".rray be roadways. �Ilowed. I���TION p�tongitu�in�l �' to 3' �rom RpW ar behind auf�r �urb. S�or� exeepti�ns a1low�e�. Cros�ing � NO poles in mediar�. Poles in csu�r sep�ra�on on�y when R�W is ov�r 30Q; �n� must b� 3U' fr�m main lar�e �nd 20' frpm ram� sho�ld�r edg�. Cro��ing� �pprox, p�rp�ndReul�r. Afi S�ru�tur�s,. r�rau�� ar�ur�d �Ppraaches or �uffi�c1�nt to provid� �.5�` 1�oriYan�a� or 30'ver�e�l elearanc�. v�R`r��F►��4fii�E — i�' #or communi�aiion iine5 �nd 2�' or grr�ter �s re�ufr� �y I�w �r p�w�r line�. Y� O� CQN��C f�aN ��,angEtudinal lin�s �ha1! b� single ��e cons�c�ion. LOCA`il�N � May devia� frorn p�rp�n�ic�l�r requirert�en�. V��iC.AI�� a N� �acc��lon al[owedo TYp� O� CQNSTE�UCii�N � No ex�piion �Ilawed. - LOCA'T�ON n N�r F�QW �ine. Cras�ing shou�d LC3CATiOf� � May d�via� �rom perpendicular . b� �rpendi�u}ar. �.angi�udi�al i1ne� may be rEquir�mentsti �rban longi�udinal line� m�y place� by plowing or o�r� tr�nch, r�m�ir�. � MARKERS p R�quire� p���, � Minimum i��al d�pth of 24" If' �enca��d ����#� ��.8" usu�) and �.2" mfn�mum �� �/a ar 30" if no�c en�as�d m�y � allawed. �i�m. of �sing un�er s�bgrad�; �0° �atal clear �NC,�S�M�N� -- Na �ceep�ion� alfawed. � d�pth a� al� �ain�s where ��cas�d. �1VCAS�M�N�— Under raadways, ditch�s �nd � �r��kures and eert�cer me�ian�. �xc���ions ` allowed far wide m��an�. � o� �� �� � �� �OCAiIOM � N�ar RC}W �in�. Cro�sing �hauld be perp�ndi�ul�r. D��T'H -�8" uri��r pavem�n�; 24" autsid� pavem�nt �re�, including dii�hes. � �N�AS�M€Ni � None r�q�ir�d �nfes� direct�ed by Dis�rlc� �ngi��r for ha�aar�ou� loc�tions such as ne�r �ridg�s, s�ructures, etc. Where �ncasemen� ts not in�alled, u��ity 5houfd �agre� � r�o paveme�t c�fs. � �.00�TION � May de�ia� from p�rpenda�ul�r r�qu�rem�n�,s. Where �ncasemer�� is rsat install�d, t�tili�y shoufd agr€� ta no pa�rem�nt e��. Longitudinal lines r�ay remair� excep� ur�der cen�er m�ian�, through-tra�ic ro�dw�ys or car�n�ir�g roadw�ys (ineluding �h�ulders}. D�PY'H � Where ma�erials and o�her condi��ns ju�tify, excep�i�ns may b� allowed for a r�d�ci�on of 6" fmm s#:andard r��uiremeni�. 13 � � � � � � � � � � � � � � I � � � � � �� � � .� � 0 � . - ���n�d� - �����n�s �e� �����r���vr� - ���� ��n��� � LC�C�i�':[Gl�f -- N��� i�C71i� Ei���►�. C��as�irzg, L�Lti� IuN �- P�1�ty c.�e:vi�c� iro�i� �e:r��er�dicular� � sh�ul� f�e p��pen�icul�r, requir�i�ents: Urban lon�ai�udinal lines may �� VEN`� �- A� l��s� on� r�quir�. r�main exc�pt under rva�iw�y�. � M,e,�RS ���ulre� ��'�iH � Minim�m Caf�l dep�� �f 24" i� �����PT�f ��.�" u�uaf �nd " minimum or en�as�l or 30" i� no� encase-� r��y be �� � �/Z �E�m. af c�s�ng ��der �ubgrad�; 30" �I�ow�� , ��I �iear dep�h �� �II pain�s wh��e �NCAS�M�NNT Q M�y b� o�n�t�i an �ow �ar�rj ���' er�c��1; 3�" �o�l �I�ar dep�h wher� �o Marfc�� Roads a�� I�w.uol�me highw�ys if g� no� �n�sed. (�angi�iudin�l) prote� �y � rein�rar�eci con�re� sfab or if � �NCAS�M�NT d Unde� r��dw�ys, �' un�'er p�v�m�ni s�r���e �n� 4` under � di�h�� a�d s�°�ac��,r�s. �i#:ch. J�pCA�ON � N�r RQW line. Cr�ss[ng� ,��A�iDN - May d�vi��% from perp�ndie�lar shoul� I� p���icul�r. requir�meni�. tlrb�n lar�gitud�n�l f�n�s r��y � N�Ai�� � R�q�ir�d �m�1n in ou%r �ep���an. � p DEP fH - M�n9�num ��° under subgrad� �-� No e�ccepiions �Il�wed. c� � or 6U" �n�er pavement su�ace; 4�" �NCAS�M�Ni` � Not required i� we�d� steel c� � minimum �nder dltch�s. �cc�ptions �r��r���on of �e�v��r w�iCi��kn�ss an�]nr �� m�y h�� a�l�wed i� pro�c�e� �r high�r �r�ngth s�e�i�; coa��d and wrapl�I, a� r�inf�rrcEd conc�r� slab. e,�fihodic�lfy pro�� ��d ��h�r me�s�res �� c ���N�r45EM�[�i � Not r�quire�i if w�ld�a1 r�q�ired. �imi� n� pr��lon �re $h� same � s�l �onstruc�iAn of i��a�i�r wa€I �� th�t for enc�s�men�. S��h ir�creas�l �� thi�kness and/ar higher �Erength ��Is, m��u�-es n� r��uir� �n tvw va[ume Farm � c9a� �nd w�ppe�, �hoaicalfy �ta Mark� Ro�as and low v��um� hi�hways i� pr��ed and o�her m�aa�ur�� �s praie�d by � rein�rc� c�r�er�e si�b or if requir�, Ltmlts of pr�t��n ar� the �' under g�v�menfi �ur��e an� 4' tinder �am� �� �t i�� �n�asem�n�i. d9t��. ��G4`f�ON - lV�ar RC}W lin�. Ct�55l1i�5 �.00ATION � M�y dev's��e fram p�rp�n�icul�r ��hvuld b� p�rp�r�dicula�. r�u[rem�n�. Urb�n fangitudin�f fin�s m�y . D� -��" usu�l �nd 1z" min;mum or remain in plar.� ex�e� �nd�r except un�er �/x diam. under subgr�d�; 24" ioi�l �ny �oadw�y to be (re) �nstt�ct�, pro�ide�i �' cl�ar.d�pth b�law �unFace: . i�here wifl b� r�o �'u��re pavemer� cu�s othe� r� � . � �NCASEMENT � Same �s for enca�ed th�n an low valum� r��ds. �high�p�e�sur� I�r��� ar none if ,�P'iH - M�n�mum to�al dep�h o�r ��" rray l� c�ihoz[i�aliy pr�t�e� �nd agre� to �Ilow�i. �uut�uur� p�v�men� cu�. . �NCAS�MENT — No �xeep�ion allow�. � �.00A'€��N � i+Z�r RQW li��. Crossing� �,�A'1'��N � May devia�e �rom �rp�ndicular sh�uld b� p�r-�nalieul�r, - r�qui�em�nt�. Urban lo�gi�.rdln�l line� m�y D�PTH -1�� usual ��d i�" r�ir�lmum �r remair� �n pfa�e �xcEp� under any r�adways �fa d��m. un��r �ut�taad�; �4" �o�l �o b� (r�) con�r�c�ed, pravl��� m�as�r�s cl�r r�ep�h �elow �ur-�ace. are taker� ��a avaid fu�are pavemen� cu� on ��IVCAS�M�N�' - Und�r r�adways � any high volume r��dway. ��e��er o� �i�ch and und�r medians. ��� - Minimum ��I d��t� � i8" may be �c�e��ion ��I�wed �or wide mediar�s, �or a1low�al. pipe at 3�� �� gr�ater dia�. und�r low '�il CASEM�Ni — may b� omitt�d for �ip� of valum� r�a�ways, �nd Ur�d�r side roaai �4�� or gr�ater diam� Und�r �ow voiume � er��ances where j�sti�ed �y �ra�ic, � ro�ds. . ro�d conditian, and loc�� practi�e. 14 � � � � � � � � � � � �z � �� �� �� � � � g �� �� �� � � � �� � �� �� � a� ci �/�R���� �X�E���VS ��� ��ua�w�e� ��N(a LIN�� 1..00�'�i��:(�i�i • l`�i�ui' E�t�'Jll iil�l�:. GCC� ;:�ii"��5 �i��Ctu�� 1_C�i:O'�T'�`'J�i � juy i ��it�t be per�endicular. perper�dicul�r t�quir�ments. Urban D�P�H -�8" us�al and �:�" m�nimum �r 4Jx langi�u��n�l I�r�e� of Sa�isf��ry aual�ty diam, under �ubgrade; 24" t�tal el�ar ��pth may r�main �t �ny loca�ion pro�id�d b�low su�'ace. manhol�� can � s���ct�orily �d�us�ed �n� �NCASEM��° -�n�y if und�r pres5ure or d��s measure� are ��er� t� �v�id t'u�ur� no� me� �nd�r�s. if �ncased, re�uir�ments pavement cu�s. sai'n� as water IEr��s. MA'f��IAI.� - Requirements �or �ateri�ls MAT��R�.S -� C.�s� iran or� �q�a! �t crassings o� m�y be w�ived if iine fs af satisfact�r� � high �olume ra�dways. ��ers alIow�i for quality. langiiudin�l Ifn�s an� cra��r�g� a� low �oSume p� - Minimum �fal depth of 1�° may � ro��wav�. � be allowed. � LOCA'i 101� � Long€fud[nal �.' t�o �' fram ��W or I.�CATiON � May de�j� fl�m ��htnd o�ter curb. S�ton exc�pti�ns �Ilawed. per�tendicu�ar requirem�n�s. Cro�sing - N� p�l� in m�dia�. Poie� �' to 3' VEBTICA� CL�►�l. �� - No �acc�pti�n �am �Q1N or ��hind ou�r cur�, with va�iati�n �liawed. all�we� only wh�r� ROW is �ver 300', iYP� O�_CONS�'RlJ�ON a No ex����on Cr��s[ngs shall b� p�r�ndfcuiar. A� s�-ucture, allowed. � rero��e a�-ound �ppro�ch� or su�cEent to pro�ide i�50' horizon�l �r 3�'ver�ie�l, cieararice. . 1l��TiCAL �FARA�C� - ��' for esmmun�c���on lin�� �n� Z�' or �r�atar as requir�d by �aw for • �aw�x lines. �YP� �� C�N�RUCTI�N � �r�gi���in�3 Ifn�� 5h��1 I� �[n�l� I�1+e cons�r�c�+�n. ��TI�IV � N�r R�W line. Crossing �hau��l b� L�CRiiON � May deviat� �rqm ��r�endi�ular. Lor�gitvdir��l iine5 may b� place�l perper�di��lar �req�airemert�s. Urb�n by piowing ar op�n.#��nch.� lor��i'�udinai line� may rem�in exce�Y un�er NI�R�RS � F�equired roadwa�ys. U�P� � 1�" usual and ��" minimum af �!z �]�PiH � Min�mum �ta! dep�� of 2�" if dl�m, a� �sir�� ur���r su�grade; 3�" to#�I clear �ncased ar �0" if na� e�c�sed may be ��p�h a� a!I p�int� where ��n�se�i;. 35"'t�t�l �llowed. ci�r d�p#� (where na� �nease.d}, � �NCAS�M�Ni d May b� omi� on low �NCA�EM�IVT - Under raadways, di�ch�s ar�d v�l�m� ��rm �� Mark�t �o��s and �ow s�c�ur�s. vol�m� highway� i�F profee�ed by a r�i��arced conc�-et� slah or i�' 6' un��r pavem�nt surFaee and �' und�� d9�ch. L4CA�Q , � Near I�avV Ilne. Cros�ing �hould be L4�TI�N - May deviafe �rom perpen�lic�lar. perp�n�i�ular requ�r�men�s. W�ere DERTH ���" ur��er pavemenr; 2�" outside encas�m�nt (s n� insial��d, ut�li�y should p�v�m�nt ar�� ir�cluding diteh�s. � � agree to no pa��m�nt cuts. Langltudl�al €NCRS�M�IV� � Nane require� unless direck�d lin� m�y r�main exce� u�der ce�tter by Df�ric� �ngi��er for haz�rdous fo�aiEons med�an�, through-tr��fi� raadway� ot such a� n e ar brid�e s, s� r u�u r e s, e�. W h� r� c a n r � e c t i n g r a a d w� y s ( i r� d u d i n� s h o u l d e r s). �nca�emen� is not insialled, ut9lity shoul� �gre� ��P�ibT Where ma�erials and other to no pavement cu�s. � can�i�ions j�skify, excep�io�s may be aElowed Far a reductian of 6� from st�ndard requir-�m�nt�. �.5 ������ ��� �� a:� ��������� �.��� ������ �.��U������Y� ���� I ��Il��j � �� �Y�LL� �� Pip�iines �rossing under sur�t.�d r��d� �nd roads carrying t�fYle within 1imi�s �f highw�y righ�� of way sha�l be pl���cJ by b�ring �� tunn�ling, u�less �therwis� sp�i�ica�fy au�ha�i�ed by �he T�ac�� ��p��ment �f Tran�por��ion. - ��r[ngs or tunnels �hall I� pl�t�d at sucf� depths ��[ow bottom o�r p�vement� �s to pravid� suffieie��t d�p�h ofi sos! �bo�� Fiole �r supp�rting sup��rr�pos�d I��e and d�� �oads ��d� �#so- pr�v�n� �e�l�ps� �� �upporting soil be�w�en �i��e ar�d �pavem�n� due ��ny I�ring, tunnelin9, a� �aasing jacl�ng ep�r��ions. � �ar�n� �ndjor ��ann�l�ng shail �nd p�s� r�dw�y �rown lir��� �n� ou�side o�' �r�y shouid�rs ad,�a��nt t� p�v�r�en�. , � Pi�r� ex�v��� ��r I�ring or '�ann�ling o�er��i�ns sh�ll be loca�� so th�� any possibl� sl�ughing �f sid�s of �i� will no� �ndang�p sh�ulde�s �� pav�men� �nd �#.�a� barrt��d�� �an b� p�a�d �� ��e�i�ed herei�. ACI o�r�tion� �nd �qu9pm��t re[���ve � tunneling and bo�inQ shall i� �nfin�d t� a��s out��de of r��dway �houid�rs �nd �way �ram edg�s o�r pav�m�ni� by suit�bl� ba�r�r�de�. �arr��ad�s sla�1! b� ma�ntain�d ��e.�r a� s�ould� �� al� times except th�� in n� c�se �h�ll �h� clear dis�nce b�twe�n b�r�ic�des �nd edge o� parre�n�nt �r �a�� o� curb b� le�s th�� ���h� (�) f�e�. �oping Wh�r� ma�rial b�n���h p��em�nt �s sandy or unst�bl� �nd wi[i be sub�eet �a cav�ngr hole �'or casing �haA h� ba�d �nd e�s�d simult�neo�sly �and l�r�d m��eri�t r��no��d ��hr��ugh r.��ir�g. Cutt�ng �r�ce �f auger or dr�il shalf no� prr�e� mar� tfian �ix (6) in�h�s ahead � casing and no w��er shaCl be us�d in cannec�fon wi�h drilling. WheY� m��erial heneat� p�vemen� �s st�b�e �nd no �ubject tio c��ing, ha1� for c�sing m�y be bored f�rsi� �nd ��ing �nse�ted in hole imr�ediaiely ��e� compleiion �� barin� if a�low�d by �he Y'�� �epar�men� �� iranspo��ian. Wa't�r sh�l! not be t��ed in conjtar�c�i�n wi� d�rilling i� I� i� �ny w�y cau�s s�ble ma�er��l � cave o� b�com� uns�bl�. ��r� �►i� to���ion �n� ���e a01�t�e�� t- �re pi�s shau[d be [or��d at �east thirEy fe�t �ram ihe �dge o� �he r�earest ih��ugh traifc far�e �nd na� fess �han iwenty feet �rom ihe �dge o� pa�ement vn ��mps. On fow tra�ic ro��w�ys and fr�n�ge ra�ds, bore pi�s should no� be �ess thart ien f�e� �rom the edg� o�r parr�m�nt or � five �� f�am f�ee of �urb. 16 (Bor��g C�n't) �li �i#:� sl��l� �i: ci�;��c� wiil7ir� �-�� I��c�u��;:a ui� �:c:a���ic���. Pi�s ke� open overnigh� shall b� !i� and barricaded, safety f�ncing is no� an acc��table b�rricading dev�ee. T�nn�ling WhiCe ho�e is being tu�n�l�d, cas�ng s��ll be ja�ked in�o plac� as apera�ians progre�s except as he��inaf%� speci�ed. Where ne���rr-�r �o use secti�n�fi�ed s�� lfner� �lates, e�ch su�cessiv� ring a�' pl��es shal� be plac�d i� posi�ion �nd compie��ly bol�ed in�a pl�c� as soon �� ex�va�i�n is �mpl�t�d far enough aheari of complet�d c�sing �o re�ive �he n�act �ng. . Working face of �xc��a�ian shafl not p�eeede adr�ancing end o� c�sfng by mvre than �rnro �nd cane h�lf (z'��) fe�t unless �therwise allowed by Tex�s Departm��� o� Transpor�t[�n. Na explosiv�s shaN b� u�e� withi� limii� af h9ghw�y r�ght �� w�y i� �njunctior� with tunneling ex�ep� as sp��i�ed under "U�� af �l�si�es" cavere� �1s�w�e� in ae�omp�r�ying �peci�ea�ions, Gr�t�iflg Ali voi�s �r�und c�sinc� shal! 1� pressu� g�ot�ted wiin grout consis��ng of P��l�r�d C�ment �nd wash�� s�nd and c�r��ining not fes5 th�t s�c (6) s���s or P�rtland Ceme�� per �ubi� yarrd of g��u�. �1d�i�ional cemeri� �h�iN be ad�l�ca1 [� woPkabiliiy �r�d/or st�bi��ty carrno� be ob�ined wi� pr�parfi��ns indic���. Art ��ir-�ntr�ining �gent m�y also be �dded to the g�ou� � mi�ure �o fa�al��te f�ow if n��ss�r�,+. Grauting shall be done �mm�di�tely ��ft�r ca��ing ha� b��n i�tsi�ll�d i� hol� in �rd�r to avold any sh��ring af se�l �nd se�tlem�nt of aver burd�n �bov� c�sinc�, , Me.�r�s si��li be provlded f�r p��ing �h�� voids ar� �iil�d ���u�d �4n diame�� �nd �iarge� casings in t��. �en� �her� i� same doub� by th� �ex�� D�partm�n� n� i'r�r�sp��YJon �h�i ��ids ar� being filled. On rein�are�d ��ncrete c��ing thi� may can�9st o� ho�es driliing �raund in�id� vF perime�l:er of cas�ng �nd �i��d wi�h remo�able �lu�s. On sf�l c�sing, r�mo�able thrr��ded piugs m�y be p�ovid� at i�n��rv�ls �round instde perime�r �� casing. � No hales s�t�[I b� drilled in p�vem�nt or shaulders �ar grou�ing opera�ions. ��ll ������� � . �� �����,�� �� ������ ��������� if�is �p�cifcat�on �hai3 govern backfill of �nch+es, which h�ve b��n ���ne-�i i�r �he �m�v�l, �djus�m�n�r, or Rns�lla�ion of uf�li�+ lines wi�1� �he lim�#� v� Highv�ay righ��� w�� �r highw�� c�ns��c�ion pr�je�ts. iype .� �c�Ash�II 6e us�d rn a/1 ��s ex��t �h� fa/l�win�: iyp� TI ��c�ill, when a1�we� by th� approv�l, ag��m�r��, or by �he ��s D�p�rim�� af ir�n5port��io� rEpr��nt��iv�, may b� us�d o�fy in �renche5 p�r�ll�l an� adj�cen� �o r�gh�-a�F w�y lines �nd in �t��� wherre. �er� wiil be no ear�h wArk ��ns�ruction or c��struc�i�n ira�rl� �xcep� �h�� th'r� m��ho�1 m�y b� us�d for ptacing b�ck�l! w�i�t� wiN �ater be �mgrred by h�ghw�y co�s�u�ion. Tjrp� i�� o� TV �ac.�fill m�y fa� requir�d fo� sp�ia( conditionS wher� the possib�l�ty of se�[�m�n� or �rosi�n �� b�ck�il� must b� �itmin��d �r wher�, �f�e� b�c�ip is s�r�ed, if �eeemes app�r�n� tha� Typ� �l �ac,�ilf is unsu��able. - � Typ� V B�cicfil[ m�y b� u�� in speci�l to�tia�r�� where �[lowed. by the �pProv�l, ag�emen�c, or by �he %s D�partt�e�t� o� Tr�nsp�rta�i�n r�pr�s�ntative. T�'I� � �ck�i�� �C�mpm�d �[kt??!I) iype �, back�ill st�a1! cons,st e� c�mRa�d� ma�ri�l �abtatr�d fmm su�f�hle s��t ex�v��ed fic�m the t�nch� �' fl�Drri �ul�� O�idC �li� highw�y� ti�l7�pofi wa�r. f�aterf�l s1�11 b� free af ro�k. lump�, ar ciod� tf�a� wifl �no� b�k d�wn under eo�p�ctf�n. ��ck�ill materia! sl�a�l be pi��d ir� �i�e t�n�� in ��yer� not tv. e�cc�d 6" ir� d�p� and comp�ct�, W�ter shali b� added as �quired �o f�cilit�t� cvm��c�ion. C.�mpaci�or� shall b� done wi�h r�lf�rs �r m��h�nic�f t�mps. E�se of r�llers wifl �e �1[owed onfy wY�en such use is nvt beli�v�d d�tr�men�l ��ny highw�y �acifity an� ihe typ� roller us�d 9� ac�epicable to th� %xas �ep�rtmen� o� irar�sp�r��[on represen�t�ve. Wh�n roll�r� are emplojr�d, mech�n�cal �mps �h�il be u�ed al�ng si�es ��r�nch ��o comp�ct any b��k�ill th�t canno� be reach�d w«h rr�ifer�. �ompac�ing sh�ll be een�inued un�il a b�ckflll �ensi�jr equ�! � fh�� of the� �dja�eent, undistu�bed m���ial has b��n ob�ined. I�Uher� �r�ches lie w�fh�n th� limi� o� dr�in�ge ditch�� and �t�nne�s, which ar� in roc�, the Ty�e ��ac�ill [�se�1 in tr�nch �h�l[ b� s�al�d with �' o� concref� bac�fri�, struc� ofF flush wifh the, to� of� roc�C. 1� Tj►p� a� ����li (ENaterletted �c�11) 'i � �. �. u��i4:ii�1 sI-��[i c,t�i��i,�: �i :��i��f�i� ��.��i�,;I c;�:��v��c:� �rn�i3 �:��: �:rc���c.�� o�� €�t�z�► ��:�;�;������ .��.., materi�f ob�ined from sourc� outsid� the highw�y right of-w�y. i�YP� �� ��cicfil) . B�cf�ll shall be pl�ced ir� ihe �rench in I�y�rs na� to exc€e� 2' in � dep�h by bl�d�ng, �ozing, �r other� �pprarr�d mea�� and �hen �e�ted wit� wat�r deli��red under pressur� ��r�ugh � me�i jet. R��r �he tr�nch is �i�l�d �nd jetted, additlon�l m�terial shali � maunded th�rcor� and rolled wi�h CDn5i�c�i�n �qUipmel1�. � ��� ��� ���[�irll (Sf�6i1%d Sandy 5'ail or W�shed S�nd� �tab�lr�ed b���ifi sh�l1 cons�st af �ither s�ndy soiE fr�� of lumps �nd clods or w��h�ci conc�-e� sand, �'�bilt�Ed with tw� sac�Cs �� Por�l�n�1 C�me�� �r �ubic ya�. ��r �ggr�ates �r� not sui'fic�ently mois� i� pro�luce � mixt�re suitabE� for �mp�ct�on, w�ter sh�ll be added �� re�uired. �ith�� t�nsi�-mix or st�tionary type m�x�rs may be used. '�e Z1► �a��rlQ (L�an Cene�et�j C+on��efie �ackfili sh�11 eor��in �wo s�cks o�' Por�land C�mer�t pe� cubic y�rd v� �o�e�ete as may be ����fied by �he �gr�em�n�� ar appr��l or. by the Yexas. �ep�r�m�nt �f 7"r�n�part�tion repr��en��tiv�. Concrr�te a99�at� shal� b� wa�t�ed. Concre�e m�y � mix�d an the proj�ci in �n appr�ved maer or in �r� appr�d�� cen�ral r�tixir�g plant. Slump sh�tl b� be�nr��n 3" ��nd �" as dir�ct�d by �J�te %s D�p�r�ment o� Yransporrta�ion repr�s�nt�tive. Concr�te st�al! 6� �ep��it�d 9n lif� na� �� exceed �.8" i� d�p�h. 5�af�icien� �ibration s��ll I� done t� elim�na�e vo�ds b�,� ca� s��ll �� �x�rcised �ha� con�mEna�ion by adjacen� soil doe� no� occur dueing vibra�ion. A�I conc�#� shall �� plaoed wi�hin one houe after mixing. �� 1� ��tt�r 11 �Uneom,c�c�ed) iyp� a R�cf�fill s#��Il consist o� m�teri�ls, wl�ich ha�e b�en rem�ved �-om t#ie tr�neh. The ma�eri�� shall be pulveri�ed �nd w�ed if n�cces�ary, th�n� r�p[ace� in th� i�ench by bi�ding, dQzing, or �the� suitable meihads. Fxcess ma�eri�l shall b� mo�nde� on th� �r�neh ar�d comp���ed by rolling with con�truction equ�pm�n�. f�idg�s cre�ted by such mounding shat� be �efk su�cfen�ly �iat so as no� to in�er�ere v►f��h mowing or other rn�intenanc� op�ration�: � 19 , , ����,16�.f� �II�I� �������� ������ ,.. ;i � � .I !� ;� 1l � .t � _ � _, , , I - V�fidtFr �st io � � Tr�r�t� � — — - PI�� �'-�„ - i l�"' T��g � H��I��.�. �lin� � ,'� ; , = " ",�„F �" . � � . � 1' min. . � + J '4 $e���n� rrtat�ri�l :tti CQTII15t 4F S�E�f1 �8� Appr�x� �" H,I�'1.A,�� Base ''�.- , • � ���� � ��CI��iL� �::_'�. - .�,•_ _ .�, .. .�u: � ; �,:a=� :` �i ., �! ���s ���,: l�'r.�rr':�� r'��;,.1Ksp :'a'i ,'t��;YM�, f.x ...i���I ay5.�. �:�p;?'Ry.���,w�..ii �i � t:.� Y '~•�� •.r. � �`r•,Ik.: _'M..��^ f y �. 'k' • � �'/ �' w �'ra,"�;..�,r��.:.•i�r,y,e;�±i�fl. �:r:_:i �..x��",�r':I : j ��..� 1' ' : %n� � ' k f r �' J �' � � .�, �:,.�r• �."�� •.; .. .,�r:' ,, � ::;;. � �� �.• ,•.�r;,e..�#.. .:�:�. .i r�.�J.._,a...�.�',�, . .�ti 4rF�.....�,:. ���, � o�',R , .�fl:, � t,:�. 'Y�,'' ;� ;t.��.�. ���i'_:f��� ti�F . ;.'t�.�'h .ii I�i',, ,. ,:.'r'r� 'r ' '� ii;p' �.- +'_- `-1�''i�: •- ��` : : ..��.�.r�. �Y � . �. ++E.A..,i�.. :r'44 �� �'.,� '4. d=.'- ';�'' ..,-�R.'i: r "� ) \��,F'• � ,Fl�,a:.� x����:.. .s=� '' . ir.` .r;�..�� '�M%' .L ��. �"�4t.:�" �,�. �t�' ���,�.�,•.�:�, .F�f-� � y '.�' ;;� N=. i �-4 ��'��:_ •-�, . f'S��: :'�. � �: �,�*.� _ il � i'';..�� ; -.� '"' .��r. ��.'yi . t . ��ii . �. � ' - i... �, ::.e , ;�.....;:; : i +, ;:; : ,..��,. � , .,.d.. - . ''►. i �.:..�'s _� +��-•-: � i'��� .y� b y':r. ,-�i�.,.�. ��. � x � r;,, ..�-- .,•.,,...,� i�;�., , .,.a�!`�.. ' �A1 ��x� "�NFr},,� * .. .. �.�: �'� � '.� r.%1,1ti- . ` 4 r � , �r. �y �, : .� - , �: a. =. • ' � N�o��� 2 ���I� ����m�nt ��rCu�fr . '��rd to �e us�ed i� �yrp� 4 ��ckfiil �,bav� 6"+� Flexibl+� Bas�--- aat r�ix �spi�ait �vr� . ��av�rn�nt� �aw �ag ed�� � ���te�n�flt �UC �" ���p� " - � � � — �+' ' � . �'` --.r'' I �' rn[fl� r UF��� I�II1'� ��d�l�� �[�k���i IJtility P}p� �r ��n��it Zo ����� ����� -��o pres�rve antl pi-a�;�ct �rees, st�rut��ery, ar�d o�rter �esti�eicie ��ea�ur�� cac� �ch� l��igMway rit�f�t-afi=way th� �epa�men� may �pe�ifj+ the �er�t and mefhods of'tree r�mo�ai, �re� trimming, or their replacem�n�, and r�placema�r� �f oih�t� ae�he�lc fe��ures, �nc���ing �n�allation metho�s of the ur���rgraur�d or oWerhead uti�ity. °The distr�ck ��gEneer shall use du� consid�ra�ion �r� �a5ii�hing tl�� value vf irees and o�Y�er aesthe�ic fea�ures irt the proximity �f � pro�o�ed u�ili�,jr �ine and �ny sp�ei�l dlstri� rec�uiremen'� justifed by �he v�lue a�the tre�s �nd a�h�r a�sfihetic feat�res. `�'h� departmen� s}�ai� s�ecify p�rompt rep{�eerheni �f sfld, r�moval of debri�, �nd any �er resl:or��on neces�ry to pla�'�he highway in condi��n �u�i to th�� pri�r �o the utility installatian. SP�C�A� P��C.AR��'���� F�� ��t��I�� C��i�OL Speciai pr�ccau�ian� shn�,l� b� �lcen during uf�lity fir�s�alia�i�n� to ���id disturbin� e�cisting dra�nag� c�ursc�s. In addi�i�n, soi) era�fon sh�uld be hel� �� m�n9mum and s�dimen� �rom �he eot��tr��tion sii� shauld b� ke�f away �rom �he roadw�y and draln In��. During car�s�-�etion �h� ro�d�ed ar�� dit�hes ���II b� main�cained in such aondifion as to ir�sure proper drainage �� a!1 �imes. Di�ches and cl�annels shall be m�in�ined �� ta ��aid damag� �ca �h� raadw�y �ectian. During cans�ruction, channel� sha11 be kept dr�in�ccl, inso�ar �� prac�ticabi�, an� th� wark si�afl be prosecu�ed in � nea� ar�d workmanlike m�nner. . .. % av�i� so�! ero5ion, it is su�g�s%d th�t base� on circ�ms�anc�; silt fen�e5 �ndJnr bails of nay are useti �� de�our soif from ero�i�� in�o roadw�y� �r dit�ch�s. S��f���l.� F��t E�i�����1 ��SCI���N ihe i�em shall govern far,preparing graund, pr4viding for �owing of seeds� muiching with s�r�w, hay, vr cellufn�e �F�r and o�h�r man�g�menf �rac�ces an ar�as Shawn on the pEanS and in �ccardance with this it�m, � Tt incl�des seeding for perm�nen� eroslan control a�d s�ding for ��mp�rary �rosion cor��ra) duri�g �h� ini�ial wint�r �e�sor�. . l�i����°6a1� ���� . All seed mus� m�e� �he requ(rements of �he %s S�ed Law �ncludin� �e fabeling requirem�nt� far showing �ure fine seed (P�S � pur�fy x g�rmiRation}, nam� and typ� af s�d. �LP.� �I.JT�l15�1� 5I1dII (7� �� � th� �rv�au� �e�son's crvp and t�� date a� �nalysis �hown on e�ch �ag sF�alf be wi�hin nane man��ts of the tim� of use on fihe pra�ec�. �aci� variety af seed shall be �urni�hed �or delivered in separ� bags or cont�iners. A sampl� of each varfe�► o�' s��d �hall be �u��i���d for analysis and testing when �ir�cked by �he ��gi�eer. �uffalagra$s shall be #�eated w�th a dormancy methad approved by the �ngin�er. The s�ec9�s and v�r�eti�s of seed s�all �be from �mong ihe type� �p�ci�ied i� Ta(�les 1A and iB af th@ 1993 T'exas Depar�m�nt o� Transpartation S�andard Speci�ca�ions far Constru�tior� of Highw�ys, S��ts and �ridges. �1, � ��r�il''���1� �ertili��r �haf� conirorr� to th� r�uir�men� of I�em i65, "�er�ilizer". 1'f�e fertiii�er u��d sh�lf 4�ave the at't�lysi�; as ,���ws� or� tl�e �l�i�:;, !lY�T°�R Waf�r shal� confarm �a the requi�eem�nt� nf ��em i68, `hlegeta�iu� W�t�ring,'. �U1�1'0 . ' �' �iit�l� Na�1L�H �R �i�Y �YII�Cb � Str�w m[�Ich shalt � oat, whea� or ri�� �tr�w. bay mu�l�h sha(I be prairie gr�s,s, �ermud� gr�s� �r ofher hay ef �ahn��n grass or oth�� n�xious uve�d� and f�r��gn ma��ri�ls. �t �hall be kepY in � dry con�i�lon ' and �h�li �e m�ld�d ar r�Lt��. - � �����L�� F����. I�l�d�Ff - � f at �hafl mee� �#�e r�qUir�mer�fi� o� and be �pprov�d �y ihe �iree�r o� Main�enance �n� �p�ratfons. A li�t � af �rei��#�d and �pprov� r��terlals w�ll �e main�i�d and ca� be �btafned by wri�ing �h� Director of Mainfr�nano� �nd �p�r�ions, �2� �asi Y1�' �re�t�r Austin, Texa� 7870�-�4�3. T�e muich s��l1 b� ��tgrie,� �r u� in� eonven�i�n�l m��k��nieal �lar��ing; hydraulie pl�r�[ng a� �ed ar hydr�u4ic mulching a� �r�s� s�, ei�h�r alone �r with fert�l���rs ar�d �the�- �d�li�ives. '�h� musch si��ll b� �u�h tha�; wh�n �p�lie�; �e mat���1 sh�li for�n a s�rong, m�i�ur�-re�in3ng ma� withoufi �he ne� or an a�phal� bin��r. I� sh��i 1�� �ept in a�ry e�nditi�n uni�l �p�li�d �nd si��l1 ��t �e mold�d ar ro�ed. ���L l��f�l��l�►��IV�i° So�t r�i�r���n �l�r�k�t shalf ine.�i �li� requir�ment� �� I�m ��9r � Svil t�r�c�an �lan��. '���I�I��.�GE1VT�" �� %�king agen�s �ar �aw or� hay muich �hal . b1�d�grada�le i�cking ag�n� may b� us�d �r� l �, �g[n�e�. Asph�l�c �aterial sha�l �onform �m�lsigrt�". 1 b� �S-1, unfes� oth�rwi� �hown �n �h� �lans. R lieu af �h� SSe� �cwng ag�n� when a�pmv�d be the �s �he requireme�nt� vf Item 300, "A�phalt, ��f� and ��O�i�`���T��� M��'H��S Ai�er des�nate� ar�a� h��e� been compseted to �h� lin�s, grades �n� cra�� s�ons shawn a� �fie plar�� and a� �r��ide� fr�r in �h�r i�ems of fihis ean�ra�, s�ding shall b� p�rf'orm�ri �c.�card�nc� with �h� r�quiremen�s h�reinaft�r �e�er�b�d. Unl�ss o�erwis� appr�v�� by �e �ngine�rr, ail ar�� t� be seed�d sh�ll [� �ultiva�d ta � d��fih �i` a�t least �our (4) inch�s. �acaepf� �rh�re ��ding is to b� �lon� u�ing a�eed drill sui�bl� for s��ing i�Ya un�ill�1 s�iL T�'i@ S@@�b�5 ��Ia�I� L7@ C�I'�V��ECI 5LifflCiBflL�y'�0 �"@f�I1C� �1� S�II � a s�ai� oF gc�d itl�h when th� soil pa�i�le� �n �� su�`aoe �r� �mall �naugh �nd I�e elnsely en�ough t�ge��r t� pre�enf the s�� from k�ing c��ered �ao d�pl�y fa� �p�murn germin�tion. Gtil�ivation �f th� �e�db� wilf not �e re�uireci in l�os� ��nd whe� d�pth af s�nd is �ur (4) inche� �r mo�e, � Th� eross se�riorr previou�ly es$ablfshed shal� be maintained thro�g�au� �roc�ss o� culti�ation, Any �tecessary reshaping sh��l be dnn� prfor to �ny pi�n�ing �� s�d. � 2� � ������� ��� ���� ������ ' ������� ������� ������� s%�i���� ������r� Wher� speci�ed ar� �� p��ns ar �irect�d by �e �ngin��r, �empvrary �rasi�n cantrol measures sh�il be perrormsd. These measur� s�all cansist af �h� s�wing o�' �ed mixtures appropria� far the seaSon and �h� worlt �nd m�ri�ls as requ�red tn Ar��cle i�4.�. ihes� measure� �hall be ��rformed ov�r t�e �re�� �hown on �he plans or where direct�d by irJ�e �ngine�r, %mparary erosion can�-�l meas�ure� shall b� p�r�ormed in a��1��ion ta o�her "Seeding far �roslon Canfcrol" as herein �pecified. The pure live �e�ed of th� cool seas�n pf�n�, piani� per acre �h�ll be of t�� �rp� �p�i��d, in �he Texa� Department o� iran�por�a�i�n Stan�ard Specl�icat�ons �or Carr��ructio� og Hi�hways, Str� and �ridge5 in iables 4A and 4�, with ih� m[x�ure, rat�e ar�� pl�nting dat��, eaccept as show� an the plan�. �����nl� I��� 1R�'l��l �E��� '���Y����tY �I�OSI�i� �O���L �.�141L���i� ��C"�,D�IY� When specifie� an tfi� p�an� .�r d�re�ed by the ��gineer, tempa�ary erosten ccm�rol m��ur�e.� sha11 �e p�rform�l. Yh� m�sure �h��l cansis� o� �h� �owing o� se�� appra�ri� for the ��a�on and �h� work ar�d mat�r�als a� req�ired in Artf�le �.54.3. Th�s� mea5ur�s shall fa� per�rmed a�er �he are�s �hown on th� pl��� or wi��� direc#,�� by th� �ngir��r. %m�orary erosinn �ont��l mea�ur�s shalf b� per�orm�d in �d�it�on �� o�h�r "Se�ding for �rosior� C�n�roi" as herein sp�cifed, �ih� pur� Ihr� s�ed pl�nted p�r �er� st��il b� �� the �yp� specifi�� �n ti�� �%�� f�par�ment of Tr�ns�ar��ior� Si�nd�rd �pecific�i�on �f Cons�r�c�ion of Highway, �tree� �nd 8�idge.� �'�b�e r, �� as shown on pfan�. M�4�UR�i��`Ni� "5'�raw �r Fi�y M��chu wil� b� me��ure�1 by t�e sq�are yard _�r by �h� a�r�, complete �nd in pia��. All „5eeding", o� ��te typ� s�ei���, wfil b� me��ured �by th� sq�are yard or by �he acre, c�mplete and fn pla�e. . . it�I�L AI�A �V1�IR��5�1��� ���D��I�. �'��� x�t ��ue���� ���� �e�r� ���d ��L�) W��ic�rr� �� Cl�� �r� T'�g�� S�EI� Dist. 2 ���5 E�s��rr� Se�fon Feb � Green 5prangietop T� D.6 May � S[deoa� Grama [�f Rena} 1.8 Sexrnudagrass 0.$ Llttle Bluestem 1,1 K R Biuestem a,� Switchgrass Westerrti Sec�ion Gr�en 5prangletop 0.5 Sldeoa�s Grama (Maslc�ll or �I Reno) i..B Litt�e Blues�em F�+� 1.1 Irtdiangrass (l.ameta ar Cheyenne) 1.5 K R Bluestem a.� Swf�chgrass (A[amo or Bla�kw�ell) i.2 Tot�l 6.2 To�l 6,9 Mi�r� f��° �fl�y ���r� Ail S�c�tions Green Sprangletop � Q.7 Sideoats Grama (Hask�ll) �.2 �ermudagrass . 0.4 Li�le Bluest�m 1.4 5and Drapseed a.z Total �.4 2� �15t. � u���� ���a r�v��.r��������i ������� ���� �� �������x ���� ���� ���� ����� _. , I�i�u� ���° ���� �� Tt�h� ��iQ� fWi��r� �'+��° ��r�dy . ��il� �at�s ��st�m �c�ion We��errt Sec�i�n All S��r�� ���i � Green Sprar�gletap Green SprangleUop Green Sprangletop `�o o.s i.� �.i ��y � �ermudagrass K R Bluestem K R Blues�m 1.� 1.3 1.3 K-R Biues�m �uffalograss �uf€alagras� 1.0 10J f.s� Buffalograss �.D . - - i�l 11.1 �ptal 13.� - - - i[�I �.9 �������� ����������� ������� ��� � �Q� �O�e1��� �d�� ��ll� 5��� ����'�. Dis� �ates - - Atl5ecrions � 2 Feb 1 %II �escu� - % W�m Wheatgra�s � " Mdy � Wh�t (�, Wi��er) i�l � - 4,0 5.0 �0.0 39.0 �'��P���l� �����S�A���i L����� ����g�� �'�En � I� p���n��� �a��� �i�� Seed (���) Dist �ates . �il Sect��ans 2 A�g 35 Crimson Ciaver �.a � N�v �� Tat�a1 7.0 '��MP��AIR� �L4�h'�-���1S�N ������C� �TL � I� p�u�d�, ��� ���� ���d (��) . Dist A�#es Ali 5ec�ian� � M�y � �oxtaEl Miilet � 30.0 � Nflv 3� Totat 30.D Nc�: �fames fn parenthcsis (} represent "ImprovedA varietles nF tha spectes shown. �6 ,' � . , ��/, . ::+„`•�y� �t �� .� ��;rt� "'s � }s � —f` li .,,'� 19 /�''�F ��j ���' ��� �" '- ��� � "r., �t�` � S 't�.y� � tt�'� 'C-Y t h.f� V., �'� E�.,".'S,f�t�y3;� VMF'•'t i.�.��1.' i?iw `�'i.Pi ! R�ference Item 180 Wildflaw�z� Seeding (1993 Specs, Book} 'I'�e follawing is a wildflawer mixture, which is avai�able from "VLTildflawer �arms" in Fredricks�utg (800) 848-OO�S for $27.50lib. (1999 pr.ices). The mixtur� is asaez�xblec� fo withstand the tempe�rature and moi�tura condii�ons a� tl�e Texas/Ciklahama area and is �alled the "T�xasfOklahoma Wi�diEawer Mi�'. The su,�gested application ra�� is o$e pound seed mixtuxe per Z000 square faet ��r r�aximum colar. Tha spring; and fa� sowing dates are ads follows: Spring Febx-u.ary 15 — Apri115 Fall Se��ember 15 —November 15 '�he mi�ura is coxnposed of the iallowing wildflowers which will bloom at variaus tin�es throughau� the growi�g sea,son; Name Te�ras Bluebonnet Xndian �lanket Scarlet F�ax 'Tickseed Lemo� Mint Purp�e Coneflov�rer Drummoric� Phlox Gornflower Rocket Larkspur Bab3r Blue �pes Ox-Eyed Daasy Califarnia PoPPY Yellow Cosmas % seedsin mix By weight 18.�5 8.00 5.60 6.45 6.23 5.Sb �.,�9 �€.44 4.40 4.40 4,1,5 3.I4 �.86 Baby's Brea�h .Afric�an Daisy Plaans Coreopsis Clasgi�ng. Con�flowez� Black�eyed Susan 1Vl�i.can Ha� Tuber V�rv�in Com Poppy Toadflax Dwa�cfRed Cox-eopsis Shawy Primrose Yazxaw Texas Pa�nt�rusi�. ' 2.86 �.75 �.24 1.�.98 1.,76 1.�6 1.44 1.40 �,21 I,1a D,�'� 0.44 U.22 Tf yau wa�ted io sew only T� Bluebonn�is, the sewing zate is 351b.1ac. (fl,$1b,1x000 s#} Price is $13.S4/1b (�999 pri�es}. It �roui.d be best to wait until f�11 befare sewing. A,��thaughthey could be plante� in the spring, there wi11 be some lass due fa roct�n#s, birds a�.d some narmal deterioration. The ending date far sewing ��th� spring �or aut area is around A�r� �.5, The price between t1�e mixi.ure and the bluebonn�s al,one is appraximately �ha same. The rnuxture �vould be the better ahvice. . �� I , . , . �. i!'� i!'' � ���+���� �'�i���"ia-ii �i:���,.,�,.�+� .� � � ������Y ' . -• - P��RY BURN�TT �1TIl�TY/R��OC�41i�i� SUP�RV�SOR l�Ll TY �'lU�T�#LLA i�0�� * GLYN�S �O��C�UE� �iM VAl�Gr��on� � - * JUDI�'H H�LY�EE �ANGHO �IE��� N��� iA�N�" C�UNiY �N�P�CTO� SDUit� iA�RANT' �OUNTY TIV5PECi�R � (JTILI7�"'��DCA�'4�d PR�J�'CT5` `�' JEREMY TYS�N � NQRTH T/��NT C�UM1f �� f��Y W%NI� N4�`�Fi iRRRAiV�' G�UN�i( ., c�a��s �rc�a�t�s sa� Y�� �ou�r J.9. CRE�NHIL�. �UiE� COUNT�E� � � �o��+ r��r �ouni�r.�� o���� - � �� MA�iC �CF�LI�f�� R��1 l�N�I���R �° OSCA� CHAV� RSS�%STRNi A�Ao �N�%N��R , R�B�f�T H�O�S NW �IAYNi�NANC� SUP�RI/�S�R ; ZACH SESSIQNS NL M�Ni�f�4NCE 5UP�R1/�SOR � ; SDUTi'� iARRAnIT CDL/i�TY.�'�A D��.�C�' . _ � � ��E F��S�Ti AR�A �NG�N��R � A���Ri DURRN� ASS��T�NT AR�A �NGINE�R �ARY PH��LTPS 5W W1AIN�ENA�CE SI��ERV�50� �O��Y �TH��DG� 5� M�TN�NANCE SUP�RVI�Q� ' �� �, Hoo� � �an���v�� coun�r�,a�� ���c�s � � � ------- --..-- — -.. _... . .__ ._.._ _ ..... M,4R� M�ENDR�E AR�R �NGIiV��� DAVTD �UL�A►RD RSS%S�AlV7 AR�A �NG�N��R �r�,iH I � �, �FlM�S �i4Ri��R MAIIVTE�lAMCE SUPERVTSOR * ���Y M�iV�DORF iJT�l..ii"Y TNSP�CTOR j HQOD/50M�RV��L I� W�L�IAM GARTR�LL MAINT�NANCE SUP��Vx54� * D,4�,Y� F��LMS �TTL� �NS�ECTOR � . . .� � 8�.i/�i0�6��9 �17/370d6��5 ��7/30�-��li �ii/37D-65�2 8i7/3�3�3��3 8�.7/370d6�90 S�iJ370-66�9 �1i/370�6�83 8�.7J3�o��5�� �1'i/�38�59�2 817/���5��]� �9,7/23�d1384� $1i/��3-�731 ���f3�o�6��s 817/370a6��� 8�.7/3i0�69O3 8�.7/�75-192f, �54/95�a3511 �54/96a��5xi ��4/965-35y�. ��4/96�-3511 ��4/897-2647 254J�97�Zfi4� 30 �'ity of �'a�t Yi�o�thp T'exas f�f�yor �nd Cour�cil �omr�unic�-t�o� DATE REFER�NCE NUMB�R LOG NAME 2i� � ia3 **�-19��� 30SJL PAG� 1 of 2 SUBJECT AWARD 4F CONTRACT TO S. J. LOUIS CQNSTRUCTION OF TEXAS, LTD., LLP FOR SANITARY SEWER MAIN AND 12-INCH SEWER MAIN TO SERVE SENDERA RANCH, SECTfONS A AND B RECOMMENDATION: It is recommended that the City Council authorize the City Manager ta execute a contrac# with S. J. Louis Constructian of Texas, Ltd., LLP in the amount of $2,163,4�Q.85 for sanitary sewer main and 12- inch sewer main tc� serve Sendera Ranch, Sectians A and B. DISClJS510N: Sendera Ranch, Ltd. awns approximately 1,900 acres locate� narth of A�ondale Haslet Road and east of Willow Springs Road. The City annexed this property on Decemb�r 11, 2001 (Ordinance No. 14888). The property is zoRed for single-family, multi-family, community faci[ities and neighborhood commercial uses. On December 1'f, 2001 (M&C C-18878), the City Councif approved a d�ve�opmenf agreement be�ween the City ar�d Sendera Ranch, L.td. The dev�lopment agreement s#ipulated that the Gity would �esign and construct a sanitary sewer lift stat�on at fihe southeast corner of the developmen#. On December 18, 2001 {M&C C-18895), the City Council authorized t�e City Manager to execute a contract with Carter & Burg�ss, Ine. �or water and wastewater masfier planning for 5e�dera Ranch, which included the pre�ara#ion of plans and specifications for water and sanitary sewer extensians. The projects consists of the installation of approximately �5,200 linear feet of variaus size sanitary sewer pipes ranging from 12 to 36 inches in diameter. The project was ad�ertised fnr bid on December 12 and 19, 2Q02. On January 9, 2003, the following bids were receiWed: ,: � r - 5. J. Lauis Con�truction of Texas. Ltd., LLP �scar Renda Contracting, Inc. William J. Scl�uftz, Inc. d/bla Circle "'C' Construction Company 5ite Cancre#e, Inc. Di�ersiiied Impact Utilities, Ltd. ALT�RNATE A ALTERNATE B ALTERNATE C $2,589,fi31.85 $2,711,756.00 $3,166,894.50 $3,194,909.70 $3,729 ,721.55 $2,163.450.85* $2,411,570.�0 $2,813,90�.50 $2,670,772.80 $2,919,908.90 $2,122,728.35 $2,394,893.00 $2,586,3�6.5fl Note: Alternate A includ�s 36-inchl3Q-inGh Hobas sewer pipe. Alternate B includes 36-inch130-in�h Contech A-200D PVC sewer pipe. Alternafe C includes 36-inch/30-inch Ultra-Carr PVC sewer pipe. $2,68'[,65�4.fifl $2,866,831.90 '�Stafif recammends Alternate B for constructian because the additional cost to construct this alternate is oniy 1.9% greater than the 6id price �or Alternate C, and the Coniech A-2000 pipe to be installed in � Alternate B wil� provide a mare superiar product and result in less lang-t�rm mainienance costs thart Ultra-Corr pipe. �iiy of'�'ori T�orth, T'exas M�y�r ��d ����n�il Com�ur�lc��io� DA7� R�FERENC� NUM�ER LOG NAME 305J� pA�E 2 af 2 21��l03 **���94�9 � SIJBJECT AWARD OF CONTRACT TO S. J. LOUIS C4N5TRUCT ON OF TEXAS, LTD., l.LP FOR SaNITARY SEWER MAIIV AND 12-INCH SEWER MAIN TO SERVE SENDERA RANCH, SECTIOhJS A AND B The time of campletion tor fhis projec� is 210 caler�dar days. Ir► addition to th� contract cast, $1v2,0�a.00 is required for inspection and survey, and $65,Oq0.00 is required for project contingencies. S, J. Louis Construction of Texas, Ltd., LLP, is in compliance wit}� the City's M1WBE Ordinance by committing to 19°/n MIWBE participa#ion. Th� City's goal on this project is � 9°l0. The �roject is focated in COUNCIL D15TRICT 2, Mapsca 5T, P, Q and R and 6J, K, Q and R. FISCAL INFORMATIONICERTIFICATfON: The Fir�ance Director certifes fhat funds are available in the current cap�tal budget, as appropriated, of the Sewer Capital Projects Fund. �3 Submitted for City 11'Ianager's Oftice by: Marc Ott Oraginaiing llepartment Head: Douglas Rademaker Additiaa�al Information Contact: Douglas Rademaker I F`UND I ACCOUNT � �t�) � 847G J I f 6iS7 {from} P170 6l57 I CENTER I AMOUNT � 541200 07017013T840 � f $2,163,454.85 � _ � CITY SECRETARY APPROVEA 2/11/03