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HomeMy WebLinkAboutContract 28218I � � � �li'Y �����A�� �-� . , t �DiV�'��3�� �} � � , . . ,� � �� �CC�h�����- p � � � , A . �� � - iVs�• ��i� � � � : Jhf�°RAC t�k„ b�N�i�'_ �� W SPEC�[FICATI4I�IS � 7N5iRUC�ION'S C�� AND - .�r��5F �i.��- �5�'iF ��, � f COI�TRA�T D�CUIVIEl�TTS 1998 CIP VARI�US IL�CATI��TS �ONTRA.�T 13 UNIT �, SECTYONS A, �, & C: 'VVATER AND SEWER REPLACEMENTS �N SECTION A: MORNINGSIDE DR., STLTART DR., & 30N�S STREET 2174 SECTTON B: L-1704 AND L-1707 2174 S�CTrON C: M-7 DRAINAGE AREA BASIN 1732 PW53-OG05301753�40,PW77-46077Q �54150 PS58-07058017448a,PS45-Q70460I33990,P558-070580174670 D,O.E. NO. 2174, 2176, 1732 UNIT II, SECTIONS A& B: PAVING IMPROVEMENTS SECI'CQN A: JONES STREET {LpWDEN ST. TO MORNINGSIDE DR.) I 2I74 S�CTION B: STUART DRIVE (MORNINGSIDE Dl�. TO RAMSEY ST.) � 2175 IN THE CITY OF FORT WORTH, TEXA.S �00� KENNETH L. BARR lirIAYOR DALE FIS�ELER, P.E. — DIRECTOR FORT WURTH WATER DEPARTI�IENT A. DUUGLAS RADEIVIAKER, P.E. - DIRECTOR DEPARTMENT OF E1�TG�NEERING I� � ����������� GARY JACKSON CITY MAI+iAGER _ ._ � �� �'������ �! �. _ �``� � '. ��� ����i�'�� � ! �� � �r�,�fi��: ��"� I _�8 � � �. _. ,� ; � m � � � 1 ''_n? ���:�':� I:; CI�Y SE�R�`�ARY � , � r �.�.�. ���� � ' ' ��NT�rRCTOR'S B�iV���V(a ��, SPECIFICATiONS CONS�RUCiI�fV'S ���'� AI�D i �����r �Ep������Y C4�TTRACT DOCiT1VIEI�TTS �. CIiY ��C�C1°A�Y C�fV�RACT' � . c� 199� CrP �lARIOUS ]L��A'�I.Ol�TS ���TTR.��T 13 _ UNrT I, �ECTIONS A, B, & C: WATER AND SEWER REPLACEN�ENTS IN SECTION A: MORNINGSIDE DR.. STUART DR., & JONES �TREET 2174 SECTION B: L-1704 AND �,-1707 2174 SECTION C: M-7 DRAINAGE AREA SASIN 1732 PW53-060530175340,PW77-064770154150 PS 5 8-0705 80174484,PS46-Q7046013 399Q,PS 5 8-0705 8017�4670 D.O.E. NO. 2174, 2176, 1732 UNIT �I, SECTIONS A& B: PAVING IMPROVEMENTS - - SECTION A: 70NE5 STREET (�,�WDEN ST. TO MORNINGSIDE DR) 2174 SECTION B: STUART DRIVE (MORNTNGSIDE DR TO RAMSEY 5T.1 2175 TN THE CITY UF F4RT WORTH, TEXAS 2002 KENNETH L. BARR MAYOR DALE FTSS�LER, P.E. — DIRECTOR F�RT WORTH WATER DEPARTMENT A. DOUGLAS RADEIi�JAKER, P.E. - DIRECTOR DEPARTMENT OF ENGINEERING ������ _, �.�;:,= . �. i . , .,� I ��U ���(�4L IEL���I�� � �� N1i�����iN� I�� �� `'' .�.,�..• - - - GARY JACKSON CTTY MA1�IAGER �. .� � � J��-1$-02 THU 3� Q 1 P� �. W, DEPT. EKG I�IEER I�CG FAX K0, '�`�$17 ���'871 7$54� z,' P, � �� �� ���� �� �� caR�s�Ruc"�Qw �x-�tVS �� YH� �P��IF��A`�[�A4� �1I�� C�IV'��C� ��Ct��W� �� �l�11d�1VC� �NC�'1�.�`i�� AN� ��►N��'A�Y S�I�f�� �li�� ��P���+��I�l�i� ���t �t��li�C�l�� i]1�., S'i�l�aT �i7. A�3o J���� ��. ��� i�o, ��`�� �4�� �. ��3� ��d�r�dum t�sue�1: .�a1y 9�� ��Q� �I� Clp�qlr►� ���a: ��I� ?�, ���� �� � (. Th� �otatc�ct pocume�s ����i�c�tians �nd Gort�t�ua�ion �'��ns far t#�e s��ject pra,[�c� s�e herE�y rev�s�d oP ��tend� �� �oi[�ws: I. �p���fications 8� �ofl�IP�[c4 ��um�nt� ��1� � � ����al � C�au�� ��t iE�. �#� Y.o,�4�in�lr Air �.�se Ng1er� �rr� v�a�lY,g� .fq, 9�+ IJnit I, �eetion A, page 4 /�i� �J '�a �� f� � nr .�low a�' v t� ���1_ d�u�t ����i�,�� lJctit I, SectEnn i�, ��9e 1� - — f C#,���s �y itsm �i � �tn , +��t �F�_piP �i'��g�r �i _�+a wf� �i�dnch ���ir� �v �h�� itr�n �3pen �u� ��e� ������to. �� �d, �� �d� 4��it i, ��c�ioR �, pAg� 5 �N. �n�t�c�isa�1 Pla�t� 5lto�� Wo. 2� �rtd W�, 3� �l�r�go ���� u�rd�r r�fl�oa[� �o ��a� p3� ���it�� �ewv�r �?i� 3[�I�ch �y� 7his Adder►d�ar� forms a p�rt of th� Coittra�t t�ooum�nts & specifi��iork� far t�� aiaov� �fer�r�ced �ta�act an� modif�s� the vr�gina! Cor�trg� boo�ments, s�c�ts'r�ians �nd �t�ns. Acknawle�a your r+�c�ipt o�this ;� +4ddertdum by �ompleting t�e request�ci �nfo�rnatiot� at #h� foliow�r� lb�ti�ns: i� In th� sp�c� provid�d �elaw - f 2� ��n�Fa1 Car�ir�c�t �tac.�mer�ts & 6�cificgtions, �a� B � �t�l �ropas��, {�si page � �- ir�diaa#e !r� upper ��� IDc�id letfe�ing n� th� �ts�d� af yo�r s��le� �id �nveiapv: �������UAI� W�. � -� G�C�Ii��L� � A�i4Fd�1���6C�GEi�� � �►!a ot�r�r {xovf�io�1S 4f t�te r,�[��tru�i�n �I�n� ger�er�l co�tr�c! docur�ter�s ang �p�cif[c�tians for t��� proje�t, whEch are no� expre�sl� �m�nded her��n, shall ram�ir� �n tca1S for�e. I A�i�ne� copy of il�i� �dd�n�um W�. 9 shoUld be Int��dt�� irt the s�sled �1� �nvEle�s �t the t�IY�� oi fiaid subm�'dat. ��ilure ta ac�novvl�ge recei�t o� tr�is Ad�iend�r� Na. 1 roul�i c�use �u�j��t bld�er ta b� - con�l��rec# °IV�NR����wSkV�'� resulting f� dt���l9fic�ti�r�. ����1����.�,���.�: 8y: �� � . _ — 'Tltie: _ .. . _ � s �,�-� �. _ � Attdress; ��.iJ �" �i �, ,. % G�+r" � �'elQp�ane: , .�7 - °1 �� - 4 � `7 "%' - A. a►n���a� ��t��m�er� [�.�. Dit�c���, ���+t. cd 1��g�n�e�ing ! � �� A�p�ov�d: _ . �fr�cTriGe� F�.�. Mana�er, cons�it�nt 5e�ric�s �U�-19-02 �RI 3�08 PM F,W, DEPT, ENGINEERI�G FA� N0, 817 $7l 7854 P, l , , , . , � c�T�r o� rox� woa��rz� UEPARTMEI�iT OF ENG�1��kZ�NG ENGIlVa;��TG �E�VXC�S A�V�STON ��an��nu� �o. � PA�iNG AND WATFR AND SANITARY SEi7V���INE Ili'iFROVEMENTS '�OR 1VIORNINGSrb� DR., ST°U,A.�tT A�. �NA JON�S ST. DOE NU. 2174, 2175 � 1732 Arkd�ndum r�sued. Ju�y x9, �ao� Bxd Qpe�i�g Date: 3u�y �5, �04� R1�I,EASE pA.TE: 7ii1}� 19, 2002 I�1�ORMATION' T� I3�I�D��tS: The �pccx�cat;q��s a�►d Con.traat Aocu�e;�h� fnz the above mai�tioned praject axe xev�ised and axlaez�ded ss �i�llaws; 1, [JN1T I�, S�C'�'I4N A, JO�i�S S'�'REUx, PAGE '�. ADD 'I'ITE FOLLOW�TG k�,AX �TEMS: 3�. SO TN k�M.AC PAV�M�NT T�.NS��'IO� Dvlla�s a�zd Cents �ez '�'N. � 33, �GO CY TOk' S�X� �LEv�N no�lars .And NO Cents per CY. � 11.04 $ � 71. 6a.ob 2. i INiT II, SECTION B, S'�'�7ART DRiVE, PA,OE 7. D��.BT� �AY YTEM N0.27 ,A,�TA A]�A �'�� FOLLUW��Vci PAY IT�N�5: 27. 70 7'N �AC PAVEMEN'T' 'X"�LA,IVSXTION Dollars a�ifl Cez�hs per `L'N, � $ �9. 222 CX TOP SQ�L ' EL�V.�N Uoltars 11nd NO _ C�nts per CY. ���,OQ �2.442,Q0 M � � I JUL-19-02 FRl 3�09 PM F,W, DEPT. E�G1��ERI�G �AX N0, 817 871 7854 P, 2 i, 7his Add�nd�m forrris � part af the Car�kract bacuments & s�ecifications far the abo�e referenced project and rriodifies the original Contract Docur�ents, specifications and plans. Acknowledge ynur r�ceipt o# thEs Addendum by completing #he requ�sted information at the following Ioca#ians: 1- ln th� sp�ce prov[d�d below 2- �eneral Cor�tract Documents & SpecEficatian�, Part �- Bid Proposal, last page 3- Indicate in upper case boid lettering an the outside of your s�aled bid snvelope: rrAD9�N9UlU� ND. � -- R�C�IV�a & ACKIVOWLEB�ED'� All other pra�tsions of t�e canstruction p1�ns, �erter�l cor►#ract dacuments ar�d specifications for #his proyeck, which a�e not expressly amended herein, shall remain in fulf farce. A sigrled copy of this Addend�m No. 2 should be included in th� sealed bld envelape at the time of bid s��bmittal. Fa9iure tp acknowledge rec�ipt of thfs Adcfendum No. 2 evuld cause �ubjeci bidder fo be considered "NONRESP�NSiV�", resutting in disqualification. ��:CEZPT t�Clti�TOWL�DGED; t , ��---� A, DOUGL,A.S ZLA,DEMP�K�R, �,�, ?�I12ECTOR, DE�,A,�t.`�'NZ�NT OF ENGINEER[NG � By: / /� Ric1c Trice, P.E. �Vla�nag�Y, Co�15�l.t�t Sexv�ces ����� o� co�����s 1^ NOTICE TO BIDDERS 2. SPECIAL fNSTRUCTfDNS TC? BiDDERS �WATER �EPARTMENT� 3_ PROPOSAL UNIT I, SECTIONS A.B.&C: WATER AND SANITARY SEWER R�PLACEMENTS, �� 4_ PROPOSAL UNIT II SECTI�NS A& B: F'AVING (MPROVEMENTS, � I 5. M{NORITY AND WOMEN BUSINESS ENTERPRISES SPECIFlCAT10NS-UNIT I, �� — ,. 6� GEN�RAL CONDiTIONS (WATER DEPARTMENT� SECTION C AND C-� { 7. SPECIAI. CONDiTIONS (WATER DEPARTMENTI SECTION D AND DA 8. TECHNICAL SPECIFlCATIONS 9. SOIL BORlNGS ; — � 10. PERMANENT �ASEMENTS '. 11. MATERIAL SPECIFlCATl�NS ;� — 12. CERTIFICATE OF INSURANCE, � 13. C4NTRACT�R COMPLIANCE W iTH WORKER'S COMPENSATION LAW, � 14. PERFORMANCE BOND i � 15. PAYMENT BON� � 16, MAINTENANCE BOND , 17. CONTRACT ' �8. SPECIAL INSTRLJCTIONS TO BIDDERS (TRANSPORTATIONIPUBLIC WORKS, � DEPARTMENT) ' 19. MCNORITY AND WOMEN BUSINESS ENTERPRISES SPECIFlCATIONS-UN1T 11, 20. SPECIAL PRaVfSIONS -{TRANSPORTATIONIPUBLIC WORKS) UNIT II, 21. TXDOT PERMIT PERMANENT EASEMENT � 22, CERTl�ICAT� �F INSURANCE � 23. CONTRACTOR C�MPLIANCE W1TH WORKER'S COMPENSATION LAW, 24. EQ�IPMENT SCHEDULE {UNIT IIl ; 1 25. EXPERIENCE RECORD {UNIT Il 1 �� 26. PERFORMANCE BOND I � 27. PAYMENT BOND 28. MAINTENANCE BOND {UNIT I1 29. CONTRACT 3Q. TECHNICAL SPECIFICATIONS 31. TEMPORARY RIGHT OF ENTRiES I � � f�� � ��1 NO�CE TO BAJ]7�R.S seat�d paroposa.�s for the following. FQR: 1998 C�P' �V.�OUS LOCATiUI�� COl�'�R�CT Z3 urrz�r r s�cTioxs ,�. s, � c; w�►�r�� ,� s.�vx��tx sa�w�a� ��x.A,c.�zv���xs; . .—.. _ . .. .. ..........-��---._.. ��SEC�'LON A: MORNlNL"rSID� DR. S'lirART DFL, & JO�S S�EE'� � f� SEC'�'i[�N II: L-�90� AND IP1i0'y SFC7'ION C' M i DR,A�.INACrE AREA$ASIN j 1732 PW53-0505� 017534�U,�'''VV77-46���� � 54 � 5� PS58-07438U1744g0,PS4b-47Q46(i 133990,�SS $�p?QSRD 1 �46'�4 DDENQS,: 2�.74, 2�75, 1732 UN1T If, SEC'��O�TS ,t1, Rc B: �A.�'�T� ��X''�QV�lY��11TTS: 1� SL�TZO�,A�: �ONES S�'REET (I.OWDEN ST. TOMORNiI�T(�SZDE A�i,} 2�74 SECTIC7N 8; S�'tJA12.T DRiVE (MORNTNGr3Il?E �7R_TO RAMSEY ST.� ,� 21iS � I ,A.ddres�ed to Mr, Gary Iacf�son, Ci�y �a�age� o�t�e City ofFort Worth, Texas wi1� be xe�e��►ed at �� the Purcltiasir�� Df�r,� ui►til 1:30 PM, July ��, x04� aind t���a pub�.c�y ope�ed and read ataud at 2,00 PM in the Council Charr�k�nxs. PZas�s, Specx�cations aiad C:ontracx xloc�zx�et�ts £ox t.�,is �pro�e�ct [ n�y be obtained at �e Qf�ice of the Depat�xitent o� �z�gi�o�eez�ng, I�unici.p�i l�)ffice Bui�di�g, 10�� � 6 Tf�rackmortoz� 5ta�e�t, �vrt Worth, Texas. C7ne set oi c3���ts wi�l b� provided to prospeetive bidders foK a deposit af $SQ.00; such depasit wi31 be re�ux�dad i£ tkte document is re�titrne,� in good '� candition withu� (14j clays afte�; bids �re apaned, Additito�al sets m,ay bo purc�ased a� a � nonrefundable basts �DP �(�4�1�,C3 {$50.00� peF set. 'Tbese do�ctu�ne�,ts contai.n a�ditional in�vrmatio� for prospect�v� bidders. '�e m��or i�vark will �n,rti�r �f t�e fnI2owing; �Toncs SlKeet �i�Cl Slu�+-1 �t�� P�vin.�, : r �0� � SY S-inr� �C surf9ce cout'se {Type "D" �ix) ! 6 �}436 SX 6'" Lima Stabiiiz�cl S�b�zade 5994 LF Cac�st. 7 x�►ok� Concrqte Cisr'b and Gt�tte�c �41 �6 SF Co�tst. 6-inch Reinforoed Goncxeie Drivewa�ys �� 85�8 S� Consi, 4-i�zrchRei�o�ed Co�n�rete Sidewal.ks Sanilary SC�wcr I.-170'i � i.�I704 rzXU LF 8" San�ta� Scwec Pi� (A1# De�t�s) r .�(r� L� 4" S�tliazy �ewer Serv�ee ���,es � �. 1V�oxa�ng�ide Dpiwe—�6"'W�ter Line Replacenae�ut Steaart A�Ye-�" Water Lii�te Re��aceme�t � 3an�� Stre� � Water �V9[e�er Reoiacement Oa�v l25a �.� 16 `b.i_P. (CIass 51) WatexMa�z� � i0� L�' 8" Water �ain Sid sccur'sty is raqux�ed :i.� accordance vvith the Speexal �nstructzan Co Biddez�s. � V I U�it � r.�ysists of the w:t�� sadfor s�+ra� lins re���. [)t�it& il ron�i� �� Rtr�S a+�dlo� stnrm dr� i�rove�ir�s, �.aut�iftc,a�,aa�s�st�� f�,t �V�r �1�„ 7� watar �d� sa�i�i�ry s�uar it��eme�a� ur� b� ts�� 8y a coac�� sv� is pre- gs�iifia�i �y ti�e Watet Dc�+aont ns t�e tir� of bi� a�pareng. A g�� eaat�crar wlsa is �ot p� quatiRod �+ t�c Wa�Le� �1op�, �s�ust empl�y 1� sra�ice� af a seib-oo�tra�#cc' w� is �t+� cpl.�li!'�d. 'i�e �u�e far p�-c�u�iiifis�c�r ia ��� u► t�hC "��cia! instYtt�va►s to ��dde�r {Wat�r .�cps�4oT,�rt)" Etdd`ars sha�, if���, id�Ci7� at� t!� ��gB of t�e pzo�43a1 �tiAt�, t�ae pro-gua�ii3ed aub, c�trac#or �'h� �hall i�+�lli th� [vacer a�ndl0a �,anic�+ sGwrer �alitis� TaiiutE to Is3i � Sub-conCtas�csr who �� Hce'�ualif�d by 1f� �'�zr �t 51�i1 K¢s�tl# in tlsa �vjc�tian o�the b�d as nt��s�i�� �i+v Gity r��e� t1�e � t�o te� a�y at�/or ala bids und waiv� �ny �or a11. �rregv�arities. No b►d may t� w�,atirn r�1 �he, �xpir�inoa af �notr i94) �,� f�c�na t��e c�te !�� i�W�� LT►i1,t2.`ATIO�f FURM, F12�,�E CCI�►Ci'b� wA1V�R F4� an�dJpr t� G9{�D FAl'X'H �F�QR�' FOI�i�! !'`17osar�a�tica�"y af ��ro�r�te ia r+�eav� hy the C'sty. 'I'1�a �ward of �ntract, if x�, wili bc v�it#un ,�cty (a�) d�ys atter ri�s do�ntRtio� ia rdceived, but iu� cr� s�� vv� �e �ward b� ma�e urct�4 t� reep�.cih�iy of r�e bi� ta ��am it �a Qra�pos�d ta �w�d ti+� wc��tact l�s �ee�t varif��d. �sdd�ds ara r�ona'et�Ic �'ar �b�in� �fl Ad�da ta th� o�'a�al do�sur�ts �d a�lawow:4sdg,i�g roCczgt of tl� A.c�daAd� �y istiti�ilt� thu �r4p�,t� � o� rhe Pitb�OSAI� fOsm. �ids �1t do nn¢ sck�or��lodge re�ei�t o¢ a11 �Odd�a t�y b� c��cted es bc�g �qr�es�e, I��r�a�oa t�c.gd��d� t�e st��s af A►ddeftda m�y � obsara�l by uoartact'r� the �pa�tr�tt of �inrcrir�g �t $17-871-791Q. in ae�c�d cr�th Ci�y oi Fot�'�ln� br�#'�aaz�ce Nc,. X�92�, �� �v�de�, thu CStY dtF'o� Wort�s t�.� gctalo Por t}s� pafitieipa±inr� �f n�vri� busu� �ses m�d wo�r.� C�asiB�ss �risa9 i� C� coc�!sact A copy df f4te fkr#'sn�nnr,� caa be ob�t►i��d 6� tt�e Of6ct oi tl�e City 5ec[�tary. ln �daitian, t� Fiic�r c�li suba�+it t�a MA�.lW�� Cl'TYI.I7..AiICxN �bRM, Y�Z[+rIE C4NF�LL`�`OR WAIY`ER ��€iM ��loe th9 C-0UL7 F�►L7H F.i��R'x' FDRA�t ({L?aGwrye�+t�tiau"j as appropri�ia- 7�e �ac+,r�eeatatio;n must b� rec�ivr�f n� iBteR $aso 5_0�7 PM, f:v� (S) City bus;ncss ��ys �t�s t� b� o�onurg d�te "[�e bid�er c6alf abtai� a tccei� ifront ci�� a�prt�r��te a�n�lov�e of #re nnaaa�inB depx�me,nt to wi�om daii�sry was m�de, SucE� ceceipe sbu�� bo evi�i�ce thst �sn �oc��t�tion� w� �ceived by tk� ��ty. F��lur� 4a aortnpty si�a�t r�#et dae bid rtc�nrc�,sp�sive� . Fur �itiD�al ' ' _ t 'a�nle�a cont��.�'x�i�.. ��9L��„��1? �ttasr�tt vf Lr.�t��, at..�8. lil-89 -Sd2�. r t�r, ���la P,�,�.'€� ���� at f��ll qS9�5�4„�, �,O#1$�R�,F�L t3��QT� �1�ARS9N CdTX M��i��R Cl7Y S1�CE�'�}�Y ,A, Ac�vgl� �a�n�alcsr, �.E. X1�'ect �r DEpex�traae�t oi �ngi�ee ' g � , AdveY'iisf�,g Aat�s: J�x�� ��� �00� �u1y'..=�,, �(!0� � I 9 I I i � � i�i , ;_ 1 i CITY UF FORT WORTH HIGHWAY CON5TRUCTIQ�V PREVAILING WAGE RATE FOR 20�0 CLASSIFICATI0�1 Asphalt Raker Asphalt Shoveier Batching P1ant Weigher Carpenter {Rough} Concrete Finisher-Paving Concrete Finisher Heiper (Paving) Goncrete �inisher-5tructures �iagger Form Suilder-5tructu�es Form 5etter-Paving & Curbs Form 5etter-Structur�s Laborer-Common Laborer-Utiiity Mechanic Servicer Pipe Layer Pipe Laye� Helper Asphalt Distributor Operator Asphalt Pauing Machine Operatar Cancrete Pavir�g Saw Cr�ne, Ciamsheff, Baekhoe, Derrick, Dragline, Shavel {< 1 112 CY} Crane, Clamshell, Backhos, DG'E'f1Gk, C3ragline, Sh�ael (> 1 1J2 CY} Front �nd Loader (2 112 CY & less) Front �nd Loader (aver 2 1/2 CY) Miliing Machine Qperatar Mixer Motor Grader Operatvr (�ine Grade) Mator Grader O�eratar Pavement Marking Machine Rol{er, 5tee1 Wheel P{ant-Mix Pa�ements R�fler, Ste�l Wheef Other Flatwheal or TamQing . Rof{er, Pneumat+c, Se{f-PropeNed Scraper Traveling Mixer Reinforcing Stee! Setter (Paving} 7ruck Dri�er-Single Axle"(Light) irucic Qriver-Tandem Axle Semi-Trai{er Truck Oriver-LawboylFloat iruc�C C7river-Transit Mix iruck C?rlver-Winch HOURLY RA,TE $14.32 $9.75 $9.65 $13.84 $14.16 $9.70 $13.44 $7.�0 $13.44 $10.25 $9.75 $7.64 $$.64 $ i 3.25 $10.'f 3 $7`,35 $6.75 $11.45 $11 A9 $10.53 $10.44 $11.52 $9.9�t $9.32 $8.fl� � � � .�o $12.31 $13,75 $1 i .00 $9,88 $12.'i2 $8,02 $10.00 $9.75 �a.aa �� a.az $1 Q.54 $10.63 $9.80 �i SPEGIAL INSTRUCTION TO BIDDERS (W ATER DBPARTMENT) PREO�CIALIFiCATION REQUI1tEMENT: All contractors submitting bids are required to be prequalified by the �ort Wortk�. Water DeQartment prior to submitting bids. This prequalif�cat�on pracess will establisn a bid limit based on a technical evaluatian and financial analysis of the coniractnr. It is the biddex's responsibility to suhrrut the following dacumentation: a currezzt financial statement, an acceptable experience recozd, an acceptable squipme�nt sch�dule and any other documsnts the Department may deem necessary, to the Dixecfor of the Watar Deparhnent at least se�en (7) calendar days priQr ta the date of the opensng vf bids. (1) The financial statement required shall har+e been prepazed by an independent cer�i�ed public accountant or an inde�endent puhlic aceountanf holdittg a valzd peranit issued by ari apprapxiate State licensing agency and shall have been so prepared as ta reflect the financial status af the submitting company. This sta.tement must be curz'ent and nat moze than one {I) year old. In the case tk�a.t a bidding date fails wi#1�is� the tune a new statement is iaeing prepaxed, the previous stakernent shall be updated by proper veri�cation (2) For an experience recozd to be considered to be aeceptabie for a given proJect, it must reflect rhe experience of the firm seeksng qualification in work of hoth ti�e same natiu'e and techrjical Ievel as that of the project far which bids a�te to be received. (3) The Director of the Water Departrnent shall be the soie judge as ta the accepkability £or financial qualification to bid on any Fort Worth Water D�partment groj ect. (4) Bids rec�ived in excess of the bid limit sha11 be considered nan responsive and wijl be rejected as such. {5) The City, in it's sole discret�ou, rt�y reject any hid for failure to demonstrate ex�erience and/or expertise. (b) Any proposals suhnnitted by a nan-prequali%ed bidder shall be returned unopenad, and �f inad�ertently apened, shall not be considered. (7} The City will aftempt ta notify praspective bidders whose qualifications (financial ar expexience) are not deemed to be appropriate ta the nature and/ar rnagnitude af the project on whick► bids are to be received. Fai�ure to notify shal! nat be a waiver of any necessary pzequalificatian. , 2. BIT] SECURITY: A casluer's check or acceptable bidder's bond payable ta the City of �art Worth in an � amount of not less than �'ive percent (5% ) of t&e largest possible tatal of the bid submitted must i accompany the bid, and is subject to forfeiture in the event the successful bidder fails to execute the Cantract Documents within (10) days after the coatraci has been awarded. Ta be am a.cceptable surety on the band, (1) the name of the surety shall be included an tlZe current U.S. Treasury, or (2} the surety ; must have capital and surplus equal to ten times the limit of the bond. Th� surety must be°licensed to do business in the State aF Texas, The amount of the bond shall not exceed the amount shown on the •. Treasury list or one-tenth ( I110) khe total capital an.d surplus. 3. BONDS: A per£ormance bond, a payment bond and a maintenance bond each for one l�undred (100°/a ) percent of khe cantract price will be required, Raference C 3-3.7. �4. VVAGE RATES: Not less than tha preva�ling wage rates establishad by the Cify af Fort Worth, Texas az�d as set forth in the eoniract do�umenks must be paid on tl�uis praject. 5. AMBIGCTITY: In the case oi arnbiguily or lack of elearness in skating prices in the proposal the City rase�rves tha right to adopk the most advantageous construction thereqf to the City or ta reject the Proposal. 6. BIDDER LICENSE: Bidder must be a licensed Contxactor in the State of Texas. NONRESIDEN'T BIDDERS: Pursuant to Article 601g, Texas Revised Civil Statutes, ttie City of Fort Worth will not award this contract to a nonresident bidder unless the nvnresident's bid is lower than the locvest bid submitted hy a responsible Texas residen# 6idder hy the same aFnount that a Texas resident biddez would be requixed to un.derbid no�esident bidder to obtain a comparable cantract in the State in which the nan resident=s principal place of business is located. A Nonresident bidder@ xneans a bidder whose ptincipal place of business is not in the State of Tcxas, but excludes a con#xactar whose ultimate parent coxnpany or m,ajoxity owner has its principal place of business in the State of Texas. This provision does not appjy if thi5 contract involves Federal funds. The appropriate blanks of the Pz'aposal must be fi�led ouk by all nonresident bidders in arder far tkae bid to meet specificatians. The failure of a nonresident contzactor to do so will �utomatically disqualify that bidder. PAYMENT: If the contract amount is $25,000 or tess, the contract arnouni shall be paid within forty-%ve (45j calendar days a£ter completion and acceptance by the City. 9. AGE: Tn accordance wit� the policy (A palicq@) of the Executive Branch of the Federal gowernment, Contractar cavenants that neither it, nor any of its offieers, members, agents, employees, program participants or subcontractors while engaged in perforn�ing tlus coniract, shal�, in consiectian with the ernpinyixzent, advancement or discharge of eznployees in conneciion witk� the terms, eondjtions or privileges of tk�eir empla�rment, discruninate ag�inst persons because of kheir age except on the basis of a bona fide occupatzanal qualiiication, retirement plan, or statutory zequ�rement. Contractor furthex covenants that neither it nor its offrcers, members, agents, employees, suheontractors, prvgram participants, or persons acting on their hehalf, shall specify, in salicitations or advertisements for employees to wark on t�is contract, a maximum age Iimii for such employment uniess the specified maximum age limit is based upQn a bonafide occupational qualification, rekirement plan or statutory xequuements. ,- Contractor warrants ii vvi11 fully comply with the policy and wi11 def�nd, harmless against any claims or allegatians asserted by third parties or subcontractors' alleged failure ta caznply with the above referenced discrvnination in the performance of this agreement. indemnify and hold City subcantractors and/or its I'olicy canaerning ag� 10. D�SABILITY: In accordance with tfie provisions of the Americans With Disabilities Act nf 1990 (AADA@), Contractor wazrants that it and any and ali of its subcontractors will not �uilawfully discriminate an; the basis of di.sability in the pxovisia❑ of services to tkie general public, noz in the avaiiability, terix�s and/oi condiiions of employment for applicants for employment with or employees af Conttactor or any of its suhcontractors. Contractor warrants it wi�l fully comply with the ADFA's provisian.s and an�+ othex applicable Fedexal, State and local laws concerning disability and will defend, indemttify and hald City harrz�less against any claims or allegations asserted by third parties or subcontractars against City ansing out of contractar's andfor iks snbcontractors' alle�ed faiiure to camply with tk�.e above referenced Palicy concerning age discriminatian in fihe performance of this agreement. 11. IYIINORITY AND WON�EN BU5TNES5 ENTERPRISE; In accardance Qvith the City of Fort Worth Ozdinance No.11923 the City of Fart Worth has goals for the participation of minority business enterpzises and women business enterprises u► City contracts. A copy c�f the (]rdinance can be obtained from the Office of the Ciiy Secretary. In order far a bid to be considered xesponsive til� AFFIDAVIT STATEMENT inc�uded within these bid documents must be compleked and submitted with the bid. Failure ta submit the completed .4FFIDAVIT STATEMENT shall zender the bid non-respansive. In addirion, the bidder shall submit the MBEIVUBE UTILTZATION FORM, PRTME C4NTRACTOR WAIVER �'ROM and/or the G�OD FAITH EFFORT FORM ("Documentarion") as appropriate. The �i documentation must be received no later than S:DO PM, five (5) City business days after tk�e hid opening date. The bidder shall obtain a receipt from the appropriate ernployee c�f the ax�anaging departnnent to whvn:� delivery was made. Such receipt shall be evidence that the documentatzon was received by the City .Fa�lure to comply sk�all render the bid nonresponsive. LTpan request, CONTRACTOR agzees to provide the Owner com�lete and accurate informatinn regarding actual wrork perforn�ed by a Minority Business Enterprise (MBE) and/or a Wom�n Business En.terprise (WBE) on the contract and payment th�reof. CON'1'RACTOR further agrees ko permit any audit and/or examiz�ataon of any books, reeords ar files i�n its possession that wi11 substantiate the actual wozlc perfarmed by an MRE andlor WB�. The ix�isrepresentation of £acts (othez than a neglzgent misrepresentation} ancUor the comn�uission of fnlud by ihe Cantractax wiil be grounds For ternnir►ation of the conixact and/o� uutiating actzon under appropriate federal state or local laws or ord"uzances relating to false statements. Furthez, any such miszepresentati.on (othex than a negligent zt�isrepxeset►tation} and/or commission af fnlud wiIl result in the Contractor being deternlined to be irresponsible a�d barred from participating in City wvrk for a period of t�me of nat less tl�an tlxree (3) years. � ,� i 1� �� ,� SPECIAL TNSTRT3C'�IOI�I TO BYDD�RS {TR.AI�SPORTATI�NIPUBLIC WORKS DEPARTNiE1iIT) l. BI� SECURITY. Cashier's check or an acceptable bidder's bond payabl,e to #he City of Fork Warth, in an amount of nat less than five {S%) per cent af the total o£ the bid submitted must accort�sany the bid, and is subject to fvrfeit in tk�e event the successful bidder fails to execute the conttact documents withui ten (10} days after the conlzac� has been awarded. To be au acceptable surety on the bond, {i) iha name of the surety sha�1 be incl�ded an the cuFrent U.S. Treasury, or (Z) the suxety must have capital and surplus eq�sal to t�n titnes the limit of the bond. The surety nnust be licensed to do bixssness izt the state of Texas, The amount of the bond ahall not exceed the amount shown on the treasury list ar ane-tenth (111�) the total capital and surplus. 2. PAYMENT BONU AND PERFORMANCE BOND: The successful biddex entering inta a contract for the worle will be requixed to give the City surety in. a sum equal to t%e amount af tk�e cantract awarded. �n this connection, the successful bidder shall be reqnired tv furaish a perforrnance bond as well as payment bonci, both in a sum equal to the amaunt af the conlract awaxded. The farnix of t�e bond shall be as herein provided and tiae sprety s}�all be aeceptable to the City. All bonds fiunished hereunder shall meet da.e req�.rements of Article S 160 of the Revised Civil Statutes of Texas, as amer�ded. In order fox a surety to bc acceptable to the City, (1} the name of the surety shal� be included on the currer�k U.S. Treasury List of Acceptable Sureties (Circular 87Q}, ar (2) the surety must have capital and siuplus equal to ten tixnes kl�s amount of tha bond. Tlze surety must be Iicensed to do business in the State of Texas. The amaunt of the bond sball not exceed the amount s�own on #he Treasury list ar one-tenth (l/lp) of the total capital and surplus. If reinsurauce is xequired, the eonnpany writing the ieinsurance must be authorized, accredited or tcusteed to da business in Texas. No st�raties will be accepted by the City svhich are at the time in default or deli,nquent nn any bonds or which are interested in aay litigation against tb.e C'tty. Should any suxety on the contract k�e detertxsined tu�satisfactory at any time by tbe City, notice will be given to tlae cantractor to that effect and the cont�actor shall unmediate�y pro�ide a new sutety satisfactary to the City. If the contract amount is ifl excess of $25,dU0 a Paynaent Bond shall ba executed, in the amounk of the comt�act, soiety for the protection. of alI clairnants supplying Iahar and materials in the pros�cution of the warlc. If the contrac� amount is in excess of $100,000, a Perfvzn�anee Bond shall be executed, in the amount of the contract eonditi4ued on the faithful perfarmance of the work in accoxdance with the plans, speciFication4s, and eontract dacumen�s. Said bond s�all solely be for the pzotectian of the City af fort Worth. 3, LTOUIDAT�D DAMAGES: The Couhactor's attentian is called to Part I, Item 8, paragraph 8.6, of the "General Fro�isions" of ths Standard Specificarions foz ConstructiQn o#' t4ie City af Fort Worth, Texas, concezz►istg �iquidated damagEs for late coxnpletion of prajects. 4. AMBIGUITY: In case of ambiguity ar lack of clearness in stating prices in the gragasal, the City reserves the right to adopt the most advantageous constcuction thereof to the Gity or to rejeet the propasal, 5. EMPLO'YM�1�iT: All hidders will be required to com�ly wzth City �rdinance Na. 7278 as amended isy Ciry Ordinance No. 74D0 {Fort Worth City Code Section 13-A-21 thro�gh 13-a-29) prohibiting discrimination in ernployment practices. � 6. WAGE RATES: All bidders w'tll be required ko comply with grovision 5159a of "Vemons Annotated Civil Stakutes" of the State of Texas with respect ta tha paymenk of prevailing vt+age rates as estahlished �� by the City of Fort Worth, Texas and set fozkh in Cantract I7ocuments €nr this project. 7. �IN�N'CIAL STATEMENT: A current certified fimancial stakement may be required by the , Department of Enginecting if required for use by the CITY OF FORT WORTH in datermizxing the ;� successful bidder. This statement, if required, is to be prepared by an independent Pub�ic Accoantant hplding a valid permit issued by an apprapriate 3tate Licensing Agency. � f 8. IN5iJRANC�: Within ten (10} days of receipt of noiice of award of contracC, the Contractor must ,_ pravide, along with executed cantract documenTs and apprapriate bonds, proof of insuraztce for WorJ<er's Compensation and Comprehensive General Liability (Bodily In.jury-$25Q,000 each person, r I� $SD0,4Q0 each accurrence; Property Damage -$30Q,040 each accurrence}, `Tf►e City reserves the right � to raq�est any ather insurance co�etages as may be required by each individuai project. , NONRESIDENT BIDDERS: Pursuant to Article 601 g, Texas Revised Civil Statuics, the City of Fort �� Worth will not award this con�'act to a non resident bidder uuless the nonresident's bid is Iower than the ' lowest bid suhmitted by a xesponsible Texas resident bidd�r by the same amount ti�at a Texas resident bidder would be xequired to underbid a nonresident bidder ta obtain a comgarabie contract in the state in ; � which the nanzesident's pxincipal place of business is located. "Nonresident bidder" zneans a bidder whose principal place of t►usiness is not in this state, but excludes a contractor whase ultimate parent company ar ma�ority awner has its principai place of business in this state. . "Texas residezit bidder" means a bidder whose priucipal place of business is in. this state, and includes a cont�actor whose ultimate pazent company or majori.ty owner has its principal pkace of business in this state. � This provision does not apply if this contract involves. federat funds. �f The appxopriate blanks of the Proposal must be filled aut by ail no�z residen.t bidders in order for its bic! to ;, �neet specifications, Tke failure oE a uanresident coatractar to do so will automatically disqualify that i � bidder. 1Q. MINDRI'FY ,AND WOMEN SUSA�TE55 ENTERPRISES: In accotd nvith City oi Fort Warth Ordinance No. 11923, as atxzended, the City of Fort Worth has goals for tlae participatian of minority businesa enterprises and women business enterprises in City contracts. A capy of the Ordinance can he oi�tained from the ofFice of the City 5ecretary. Ln addition, ihe bidder shall submit tlie MB�/W�E UTIL7ZATIDN FORM, PRi11�'!E CONTRACFOR WANER FORM andlor thc GQOA �"AIT�i EFFORT FORM ("Documentation") as apprapr�ate. The Dac�rentatzau must be received no later than 5:00 p.m., i v� (5 j C+[� f�sa�:s�.ess days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managitkg department to wha� delt�ery was zz�ade. Such zeceipt � sh,al! be evidence tk�at the Documentaiion was received hy ihe City. Pailure to cam}sly shall render t]�e bid non-responsive. Upon request, Contractor agrees ta pxovide to awner compiele and accurate informarion regarding actual work per%rmed by Minority �usiness Bnterprise (VUBE) on the contract and payaisnt therefora, Contraetot further agrees to pazmit an audit andlor examina�.on of any boaks, records or files in its possession that will substantiate tlne actual work performed by an MBE andlor WBE. The misrepxesenEarion o� facts {other than a ncgligent mistepresentatian} aad/ot tb.e commission af fraud by the Caatractor vrill be grounds for ter�niaatioa of the contraci and/ar in'ttiation action under apprapriate federal, state or �ocal laws or ordinances relating ta falsc statement; further, atry such misrepresentatian {othez than a negiigent znisrapresentation} a�dlor commiss�an of fraud will result in the Contractor being determined to be irresponsible and barr�d from participatiom in City work £or a period of time of not less than three (3) years. . 11. AW'ARD O� CONTRACT: Cantract may not uecessarily �e awarded to the 1pwest bidder of Unit II or Unit III. The Engineer will evaluate the bids onUnit II and Uni't IIX and select the bid that is in the best interest of the City of Port W�rth. The City reserves the right to reject any and/or all bids and waive any andlor all ircegularities. Na bid may be �srithdrav�m until the expisation a£ forty-nine (49) days &om the date the M/WHE UTILIZATION FORM, 1'RIM� CONTRACT4R WAIVER FORM ancUor the GODD �'AITH �FFORT FORM ("Doctunentation") as appzopriate xs received by t�e City. The award flf cantract, if made, will be within foziy-nina (49) days a�er this documentation is received, - , but in no case wi1l the award be made untii khe responsihility o£ the bidder to whom it is proposed to awazd the cantract has been verified. 12. PAYMENT: The Contractor wi11 receive full payment {minus 5% retainage� from the City far alI work fox each pay period. Payment of ihe rema.iuing amount shall be made with the final payment, and upon acceptance af the �roject as a whole and nat for individual lacations. 13. ADDENDA: Bidders are responsible for obtaining au addenda to kb:e conixact dacuments prior to the bid receipt t�me and aclrnowleciging them at the time of bid receipt. Infoxmation regarding the status af addenda may 6e obtainad by cantacting the Departfnent of Enginaer�ag Constxuction Di�vision at (817) 871-7910. Bids that so nvt acla�.awledge al! applicable addenda may be rejected as non-resnonsive. 14, CONTRACTOR COMPLIANCE WITH WO�i�R'S CQibIPENSATION LAW: A. Workers Compensatior� Insurance Coverage a. Defuutions: Certain af caverage {"certi.£icate"}. A copy of a certificate of insura�ce, a aertificat� of autharity to salf-insure issued by ihe cammission, or a co�exage agreement (TWCC-81, 'TWCC-82, TWCC-83, ar TWCG-84), showing statutory worker's compensation insurance coverage for t�e person's ox entiEy's employees providi�ng services on a project, for the duratioa a�'the proj�ct. Duration of tlne project-includes the time from the beguuun�g of the work on the project until the conlzactor'slpersoa's wark on the project has been com�leted and accepted by the go�eramental entity. Persans providing services on the project ("subcontractor" �rt §406,096}-incfudes all pers�ns or entities performing all or paxt af thc services the ct�ntractar has undertaken to pezfarm on the pxoject, regardless of whether that person cantracted directly with khe cont�a�tot and regardless of whether that person has employees. T3us includes, without lirnitation, independent contractors, su�contractors, leasing companies, mator carriers, ov�.er-operators, einployees Qf any such eztrity, or employees of any eality wtuch funishes persons to provide ssrvices on tb.e project. "Services" include, without Simitation, providing, hauling, or delivering equipment ot materials, or providing labar, tzansportation, or toner sezvices related to a project, "Services" daes not include acfi�ities unrelated to the project, such as food/beverage vendors, offce supplq deliveries, a�d delivery of portabla toilets, b. The contractor shall prouided coverage, based on proper reparting of classifica�ion codes and payroil amounts and filing of any coverage agzeements, which rneets the sta.tutory requirements of Texas Iabor Code, Section 44I.011 (4a) or a11 arnployees of the contractox providing services on the pxoject, far the duration of the project. c. The Cvs�tractor must provide a certificate af coverage to the governme�,:al ez�rity prior ta be'vag awazded the contrac4. d. If the co�ezage period shaw�z on the eontractor's current certificate of coverage euds during the duration of the praject, the contractor must, prior to the eud of the covezage periad, file a new certifieate of coverage with, the governm�ntal entzry showing that coverage has been extended. , e. The contractor st�all obtain from each person providing servi.ces on a project, and provide to the governmental entity: (1) a certificate af coverage, pr�ar to that person beginuing work an the project, so the governmental en#ity wiil have on filo certificates af coverage shawing �overaga for all persons prav'sding services on t�e project; and (2) no later than seven days after receipt by the contractor, a new certificate of eoverage showing extensio�. af coverage, i£ the coverage period shown on ti�e current certi�'icate of covexage eads duriu.g the duraEion of the Qroj ect. f. The contractor shall retain a�l r�quired certificates of co�+erage :For the duz'atian af the project and foi ane year thereafter g. The eonfractor shaXl notify the govemmental eatity in writing by certified mail or personal delivexy, within ten (10} days afEer the contractor knew or shauld have known, of any chan,ge that materially affects the provisian of coverage af any person providing services on the projeci. . h. The cantractvr slaall post an each project site a notice, in the text, form anci inanner prescn`bed by the Texas Worker's Compensation Conuayissiou, iz►forniing al1 persons � providing servic$s an tt�e praject that they are required to be covered, and stating havv a persan m,ay verify coverage and report lack of coverage. T. The cantractor shal! contractually require each person with whom it can�racts to pxovide services on a pzo}ect, to: {1) pravide covarage, based on proper reporting on classification codas and payroll amounts amd filing of any coverage ap eements, which meets the statutory tequirements o£ Texas labor Code, Section 401.Q11 (44) for al1 of its employees praviding sezvices on the projcet, far the durataon of the project; (2) pxovide to the contractor, prior ta that person beo nnfng work on the project, a certificatc of coverage showing that covcrage is being ptovided for all employees of the perso�. providing serviees on the pz'oject, for the duration o€ khe project; (3} pravide the contractor, prior to t�e end of the coverage period, a ne�r certi�cate af caverage showing extensian af ca�arage, if the coverage period shawa on the current certificate of coverage ends durimg the durarion of the pco,jeet; {4) obtain from eacb okher person with whom it eantracts, and provide to the contractor: (a) a certificate of coverage, prior to tlae other person beginniz�g wark on the project; and (b} a new certificate af caverage showi.ng extension af �oveYage, prior tq ths end of the coverage penod, sf the coverage period shawn on the current eerlificate Q£ covezage ends during t�e duration of the project; {S) retain all required certificates of coverage on fi1e for the duration of the pro�ect and for one year thereafter.� (6} notify the goverrumental entity in wiring by certified mail or personal delivery, within ten (10) days aftar the person l�ew or should have known, of any change that materially a£fects the provision af coverage of any person providing services on Fhe project; and {7} contractt�ally require each person with whom it contracts, to perfor�z as required by paragxaphs (1} -(7), rvith the certificates of ca�erage to be provided to the person far whom they are pravidin.g services. , By sigz�ing this contract or providing or causing to be provide� a certifieate af coverage, the contractor is representing to the gavernznental entity t�at aii etnployees of the contractor who will pravide 5ervice5 on fhe praject will be cavered by worker's compensakian coverage for the duratzan af tha project, that the coverage wi.]1 be based on proper reporting of classificaCion codes and payroll amouats, and tt�at a11 caverage agreements will be filed wit� the appzopriate insurance carrie= or, in the case of a self insured, with the con�rnission's Division of Self-Insuxance Regulation. Providing false or misleading informarian ma� suh,}act the contractor to a�minist�ative, crizninal, civil penalties flr other civil actians. k. The cos�tractot's failuxe 4o comply with any of these provisions is a breach af contraet by tlie canhractor does not remedy the breach within ten days after receipt of n.otice of breach from the govarn,uxental eatity. B. The conkractor shall post a notice an each project site infar��ing all petsons providing services on, the project that they are requized to be co�ered, and stating how a pexson tnay verify curreut coverage and report £aiiure to pravide coverage. This natice does noC satisfy other posting requirements imposed by the Texas Worker's Cor�spensation Act or oiher Texas Workez''s Compensat�on. Commission rules. This notice znust be printed wikb a title in at Ieast 30 point bold kype and text in at least 19 point normal type, and shall be in both English and Spanish and any othez language common to the worker popularion. The text fpr the notic�s shail be the following text, �rithout any additional wards or chang�s: "REQLTIl�ED WORKER'S COMPENSATION COVERAGE" The law requixes tbat each person working o� this sita or providing services iel,ated to this construction project must be covered by warker" compensation insurance, This sncludes persflns pro�iding, haulic�g or deli�ering equipment or materials, ar pxoviding Iabor or transportation or other service xelated to the project, regardless of the iden�ity af their empioyer or status as an employee". i� Call the Texas Warker's CompensaEion Conunission at 512-440-3789 to racaive infarmation on the iegal requirem.ent for coverage, tv verify whetl�er your smplflyer l7as grovided the required coverage, or ; to report an employer's failure to pzavide coverage". 15. NOrT DYSCRI,:VIINATION. The contractor shall not discriminate against any person ar persons hecause of sex, race, religion, color, or national origin and shali comply with the provisions of City � Ordinance 7278, as amended by City Ordinance 7�6fl (Fort Worth City Code Sections 13A-21 tb,zaugh 13A-29}, prokubiting discrinzinatiou in employ�ment practices. 16. AGE DISCRIlVIINATION: In accordance with tl�e golicy ("Policy°1) of the Executive Branch vf the federal govemmeni, contractor co�enants that neikher it nor any of its o�cers, members, agents, oc employees, rvill engagc in per£ornung this contract, shall, sn connection with the empioyment, advancement or dischaxge of empIoyees or in conaection with the terzns, eonditions oz privileges of their employment, discrrmi.uate against person because of theix age except on the basis of a.bona fide occapatioual qualification, retizement plan or statutory requ�zemen�. , Contractor fiuther covenants that neither it nor its officers, me�laers, agents, or emplayees, or pesson actang on their behalf, slxall specify, 'va solicitations or adverti.sements far employees to work on this �, Cantract, a maximum age 3imit for such employment unless ihe specified maximtun age Iimit is based �� upon a bona fide occupational qualification, retirement plan or statutory requirement. Contractar warrants it wil� futiy comply u+ith the Policy and wil1, defend, indemnify and hold Ciiy t�amiless against any and all clauns or allegations asserted by thard parties against City arising out af Contzactor's alleged failure to cotnply with the abvve re£erenced Policy concerning age discriminAtion in fhe perfvzmance of this Contract. 17. DISCRIMINATION DUE TO DI�ABILITY: In accoxdance with the provisions of the Americans with. Disabilities Act of 1994 {"ADA"), Contractor warrants tlaat it wil.X not unlawfuify discrimizzate on tha basis of disability in the pro�isiqn of senrices Ya the general public, nor in the availability, terms a�d/or conditions of employment far applicants for employmen# with, Df current �mployses of Couixactor. Cantractor warrattts it will fully cotnply w�ith ADA's provisions and any ather applicable federai state anci local laws eo�ceming disability and will defend indemnify aad hold City har�iless against any claim5 or allegatians asserted by tivrd parties against City arising out of ContractoF's aIIe.ged failure to comply wiFh the above-referenced 1aws concenning disability discrimination in the performance of t}�is Contract. R��isad Maxch 15, 1996 Gi o� �orf lf�ll�r�h ��: ��`-r ��� F f�ino�i�y and !�l�men �usine�s �n#erpri�'� c�p��i�������n�, , ;.. �f���l�el� IP��T'RUCTI�NS FQ� l���S +'+'� 1 � � 'i � APPL1CAilOP! O� POL[CY PQi.ICY S1°AiEAR�N7 It is the policy of the Ciky af Fort Worth Eo e�sure the fuU and equlkable participakion �y Minor9tylWomen Busi�ess , �nterprises (MIWB�) €n th� pro�urement o# all goods and services to the Ciky on a cantractual basis. The objective af the Policy is ta increase the use of MMIBE €�rms to a leveE comparable to the availability of MlWBEs that Pr4vide . goods a�d sprvices directiy or indirecfky fo khe City. All requirerrsents �nd regulations stated in the City's current I Minarity and Women Business �nterprise Ordinance appiy to this bid. ,r I� � [V➢`NV��,,_P�iO��C� GOA�S Tf�e Gify's MBEIWBE goai an this project is _._„�.19 �W__°/a of khe base bid vslue o� the confract. COMP�IAWC� Y4 �I� SPECI�lCAiI��IS On City cankracks af $25,000 or more, hidders are required to comply with the mtent of the City`s M/W BE Qrdinance by either af fhe fiollowirrg: 9. Meet or exceed the abov� stated MIWBE gaal, ar; 2. Good Fafkh Effpr� documentation, or; 3. Waiver documentation, SLIBflI11TTp►L �F R�QUIKED DOCUM�NiA�lO[d The appl€cabie documents must be received by the Managing DepaEtmertt, within the following times allc�cated, in order for th� entire bid to be considered responsive to the specifications. 1. MIWBE l�tilization Form, if goal is met ar exceeded: 2. Good Faith �#fQrt Form and MM16E Util3zatian Form, if participat9on is less than stated goa1: 3. Gvod Faiih �ffort Form ff na perkicipation: 4. Frime Contractar Wai�er Farm: receiv�d by 5;U0 p.m., five (5} Gity business days after the bid opening date, excl�si�e af #he bid opening date. receiv�d by 5:{i0 p.m., fi�� (5) City business days after the bid o{�ening date, exclusive Qf the bid opening dake. received by 5:fl4 p.r�., fi�e (5) City business days after the bid opening date, exckusi�e oF the bid open[ng date. r�:�eived by 5:00 p.m., five (5} City bpsiness day�s after the bid opsning date, exclusive of the bid apening date. Any ques#ians, please contact the MNVB� Office at (817) 871-6104. Rev. 6119100 ATTACWM�N'i 'EA Page 1 oi 2 Ci� of �'o� F���th � � P�T � � , �Ilinorify and Women �usines� �n#erprEs�,?y���.i�j��iy�E�� IV��3E111��� uT`��I�AA���$�;' ;��;�� �, r�l�i 1 19 AUI Contractors LP July, 25, 2002 � PRiiV�E COMPANY NANEE BlE) DATE I Ca�txact 13 - Stuar�--Janes Morningside 1998-CIF PRn.rFr-r �1qME PROJ�Ci PEUMB�F2 . :.p . Y �t i�a�n�� G��ifr�d ����i�A���nfi-arcf€ng �p�cif}r;4111te�� to ia� : I�n11av A�ou�3�t �r�ta Addr�s�; �k�d 3��e�hane I�s. ��a��o�`Slf�rark t�� � S�l�Plied(*? ,�,, �m an ��ne, � , � �� ` ��� ' � .:: � ::>� � ':. :.:.:: . . < � � .. . .. ..: ........ ; ......... .. ......... Custom Plastics , �, ....V..,V.,:, ,...u.. ,A:•,:•.. . ..,:....:....,,.....,.,.,u......r.,.,,. PO Box 1126$3 � Cc1�Y'D11.tQ11 r••'I'X.l % rJ � �::�•:• 97 2=�572�=�.5.;�.;,�..s ..::.::.::......,�...�.,..s.., :..:.�.. � �StacyeJ Robisori.,,..,.,,.:,.'.`..,:._.._.,_.,_ '� Branch & Sans Contractar X .9:1..1.:.�Coake ry�Street.:.............r..,-.M.n Midlotkii an;:::.�::.7 ����.�:•..,::::..�::.,. � , g17-477-5�09.................,......,.,,...,.,..,,.,. ,........_..,....._ ............ :....::..,.,,.A.,»:,.,...,.«.,..,.,,..:, Joe �3rancYi, Asphalt & Lime Waterline� sewer J�ine, fitting�, and �nholes 2nc $165,240.00 1st $14Q,000.00 Rairibo r Contractinc�.�_„ Inc . r s Inlet Construction � . , P�.,,��,:,;�.3 �,.,., . ,.. .ss... n ..n A�vazac�o.�....�.::`���'�3:::..�:,:.:,:•,:•r•,., ii lst $20,500.OQ . � 8.17-426-1,1.,��,..,_.�_,.,.,_.,,.,,,.,,».,.,..,,�... �, ,,,,.. .,..., ,:: . . . . Donna Taylor , .., ,. > , n �,.,.,.., � �.;: M(�1►��� m�tssY be;�essa��d i�i �l�� 9:(�En�} c�tanty m�rlt�,fpEace or �e�rr�ntly dotn$:b�s��nps� in fhe i�t��K�Q��il�ee ai t�ie 4rne. af bit� ....> .. ;� i �, 'iH15 FOlit4! MUST 8E REGEIV�D BY if-IE MAi�AGlPiG D�PARTMEN7 BY 5:U4 p.m., FEVE (5) CITY BUSWL�SS bAYS AFi�R Blb OPENI1�fG, EXCLIJSIVE OF THE SID OPE[�fING �ATE Rev. 612198 Pages 1 and 2 of Attachment 1A must be received by the Managing �epartment CCTY'3 �(/'LY6� PIt�JECT GOAL; ��� � ��TlW6� Y�12CL�'\''fACE ACHI�V�D: "� �. Q(�rj a � , ATTACHM�NT 1A Pag� 2 of � ,� C1� Of �'at� I�Of'$h 14�inorifiy and 1�Vomen �u�ine§� En�erpri�e �pecifica"�i�n� I!!l��1!l�l�� UTI�l�►�I�I� � � �orn�any �a�'n�, �oriE��� I��rri-e, �er�fi�# �#1���yA�„�ar�#��t���J �������I��r�s�o� �e IIo�f�r.��`n�irr�� , p ,� _ ��o�� t�� Wctr�C �"� �t�p�pl���*� '�� � ht�n� �a. .� a� ` , , : � : ,�drJr�s��; ar��d Tel . � , , � � �.::..:: .... ��- = :: . . .,.. . .. �:. : :::� _, , ,-� :l .� The bic�der furth�r agrees to provide, dir�ctly ta the City upon request, complete ancE accurate in#ar:natian regardir�g actual work perfortned by al1 subcontractors, including M8E(s) ar�dlar WB�{s) arrangements subinitted w�th #his bid. Th� bidder also agrees to allaw an audik andlor examinatioro o� any boof�s, recards and files held hy their corr�pany that will substantiafie tE�e actual wark perforrr��d by the MBE(s) andlnr WBE(s) on this contract, I�y an authorized afficer ar erriplay�e of the City. Any intentinn�l andlor knowing misrepresenEation of facts wil! be grounds for termina�ing the contract or debarment from City war for a periad af not less than three (3) years and for 3nitiat�ng action under Federal, State or Local laws caneerning fal stakements. Ar�y failure td camply with this ordinan � and creates a mat�rial breach af cantract may result in a d termination of an irresponsible o#ferar and barred from articipating in City work far �� periackof tirnE t I�ss than on {�j year. � AL� BEs d s MU5T BE CERTfFIED BY , E C 6 r R� C R T AWAR� i; l ,� -0� a � � ° � � --- Aut orize nat r� ' T ' � P d Sig t re � Exec. Vice Presidc�it Titie AUI Contractoxs LP � � Gornpany Narne - 30Q w. Ramsey I Address � L Fort Worth, TX 76110 CitylStatelZip Cocfe - - - B. Dauct Altunbauc�h Contact I�ame and iitle (if differer�k) 8�7-926-4377 Telephone Number (s} � 817-925-4387 Fax Number J;zly 31 � 2002 Date - - ----- - - - - - - TH1S F�RM MUST BE R�G�IVED BY T�� MANAC�i�G ��PARTM�Ni BY 5:�� p.m., FtVE (5) CITY BEfSI�iEBS QAYS AFTER BlD OPENING, EXCLUSIV� OF TH� �IO OPE#�fING DATE Pag�s 9 and 2 of Attachrrtient 1A must be received by the Managing Depar�ment Rev. 612198 PRQPiDSAL This proposal must not be removed from this book of Cantraci Docurnents. TD: Bob Terrell Fart Worth, Tezcas City Manager ,�art Worth, Texas FOR: UNTT I, SECTXQNS A, B, &�: WATER AND SEWER REPLAC�MENTS IN: � ..---. _.. ---_----_ . _..—. ._ _--._ -- --- .__. ., ' SECTION A: MQRIVINGSII3� DR., STUART DR., & JONES STREET 2174 ! SECTION B: IrI704 AND L-1707 2174 BECTION C: M-7 DRAINAGE AREA BASIN 1732 P'W53-060530175340,PW77-4607701541 SO PS5 $-a7058a 1744$O,PS45-07046013399�,PS 58-070580174676 D,O.E. NO. 2174, 2175, 1732 Pursuant to the foregoing'Notice to Bidders', the undersigned Bidder, having thoxoughly examined the Contract Documents, including plans, special contract documeats, the General Cnntract Docuznents and G�nera] Specificatians for Water Department Proj�cts, the site of the project and understanding the arnount of vvork to be done, and the prevailing conditions, hereby proposes to do all the work, fiuriisb aIl labor, equzpuient and material except as specified to be furnished by the City, which is necessary to fully corr►plete the work as provided in the Plans and Contxact Documents and subject ta the inspectian and appraval of the D'uector oi the I}epartcnent of Engineeruag of the City o£ �'ort Worth, Texas; and binds himseff upon acceptance of thss Proposal to execute a conttact and furnish �n $pproved Pezformance Bond, Payment Band, Maintenance Sond (as applicable}, and such othex bonds, if any, as may be required hy the Contract Documents for the performing aud comp�eti�ug of the said work. Contractor proposes to da ttie work within the time stated and for the following sums: ;� `� �� � 2. � ' 3. 4 tl�li '�: I�iddl�i�R A�� �ARlITi��Y �F�I�iF�� 1�If�RD�I�M�R6'�S► ���if�?� r� � ��il�� �N��F$O!ll�f�i�R4T� — �ORi�iIlQiGS�DE DR; �TUAR'�' DR F�ay Apprax. Deseriptian af items wi#h �id P�ices � Itsm Qty. Unit Written in Words Unit Price Amo�ni Bid ' Furniah and lnstall, Including a�l appurtenant work, compleie In place, ihe following ttems: 9. i2�0 LF �6-{nch D. I. �. (Class 51} Wa#er Main �i �� �%ve _ Dollars and ZPf'b Cents per LF' $ ��,D� $ �P �� %✓�� � *17DD #_.F �-Inch Waier AAain Pr a and �Z-e f � *1�� LF �-Inc�i WaterMain 2 6 ��.oa $ s� ���� O v � �35�.�0 � P UGn �'f� Dollars and �`� � Cents per �A � 1 r, oo� �� $�a,44D. o c� �� 5. 7 �A �-Inch Gate Valve and �ox .�� 1 Doflars Cents per LF $ 3 a�o � ,_,_,/.L1 i'7�.�lP, _ �ollars and '� e r��� �ants per L� $ EA 1fi-Inc� Gate Valve and Vault, see sheet A� � �-� - - � I"P.�-f Daflars and ��id Cents per E� $ QO $��J�7_ OQ EA Remo�e ex�stir�g �" Gate Va�ve T%,,�a ����/ �`'�' ��-1,� ��'v� aoi�ars and `Z � �o Cents per EA � � �� �� $ �J�. �.(� 7-31-PartB-WA'I�Rfinal -1- � r�l � I, 9 �� �� ` � � 10. 11 ,� 1 �A Remove existing 6° Gate Valve i � 1��'�{� � ���';,�� and `�r� 1 EA Ramove ex�stir�g 16" Gate Va�Ei �i` V E. l/I L(/��'-�*f" ��`� ,� and � �/'� Daflars Cen#s per EA $ ��!7 �� $ �J�J� �� Dollars Cer�fs per EA $ �p7. �Q $ ��7. Q� 2 EA 6-inch Gate Valve and Box c�-e-�e�1 � ��"�e � `�'l�A/yL� ��'V e.. Doltars . � anc� -7_� rc� CentS per �A � 7as a� �� y�f1. 00 5 TN CasUf3uctile lr�on �tting .�ir12 ��Ju�� 5i 1C ,.�i �!`�� ���i �-f� ✓ [.` Dollars and �� ra Cents per TN $,�lv���� $ ��J�.� � �0 4 E4 �-ft�ch Water Service Taps tQ Main (5in�te Tap) r� r !— Dol{ars and ��17 Cents per EA $ ��`� Q� F�1 1-Inch Builhead Water Service �'ap tn Main �� � -f_' � � ��D.00 � �I � v�'_ Dollars 1 � and Z � �a Cents per EA $ � �:J �Q $ .1���J l�Q 7-31- PartB- W ATERfinal -2- 43. 14. 1 S. 4 EA Class "C" Me#er Box � �� � � .,�- � antf ��la 20Q0 �F 1-Ir�ch Copper Water Service DoUars Cents per EA $ ��g.�� $ r%T �� �Q �Q[��7��,,✓1 _ Dotlars �nd 'Z�2r�� Cents per LF $ � 7• a� $�$,�€�.�� 50 �A Class "A" Meter Bax (For Single 5er�ice) ��%e �i�{� sr1G�I Do41�rs � �nd �%,Arr� Cents per EA �I/a : %%%/_� i� �;, 1B. 1� EA Wat�r Meter� Bax Rslocation �i,� .� �1 u��� ��� and _�___��To _ �ailars Cents per E„� $ � �� �f� $ �.J`�` 97. 3 �A 2-Inch Serrrice Tap to Main �Y�� I!� !' �'( ��� Dollars and ��t�' � a Cents per � � ,J�Q.� $ ,�.�/ (�` p�J 18. 1 QO LF 2-Inch Type K Capper Service : , � � � �. � and �i /�� l± Dallars Cents per L� $ ,J� �C� $ �J,J��t�C1� j 7-3l-PartB-WAT'ERfival - 3 - II 19. 3 EA C�ass "B" M�ter Box (�or Single Meter} �I/�P_ �/I�C� .�/� S�+ ,��/��% Daliars and � �ra Cents per EA � Va u r-� $%�'7 �� $ 51v� OO 20. 1 EA 1-tr�ch Air Reiease Vairre Per Fig. 15 /��i�o � ���rr•c�' .�P rl,�.�.� 41 �lri�f"/`�.r� �t-•�`tYC �°�/[ Dollars and Z�ra Cents per EA $�%/J'�. C�Q $ /3 2�. 3 EA 1-112 Inc#r Senrice Tap ��n ��� -t'�`� �s� Da�lars and �r� Cents per EA+ $ �/5. OD $ G>Y� DO ,� �� �2. 100 LF 1-112 lnch Domestic Type I� Copper Service �f/!� i� 7`� f ,.✓/ and 7�.�� 23. Dollars Cents per LF $ /3, d O � C� 800 LF 3I4-incf� Domesti� iype K Capper Service in pr�Wafe �aroperty�, by Licensed Pium�er �/�'-�- boUars and Z�r� Cents per �F $ � $ �;'�0�• 0� 7-31-PaztB- W A'FERf�nal -�- 24. 25 2 �A Install Fir� I�y�rant (E-1-1�) (3'-6" Bury} �-�'v� � .� J�l� �` �� poElars and � ro Cerrts per FA � .5 .O $�� �J C�_ 0�7 5 VF Fire Hydrant �arrek Extensian, Per Vertical Foot r�r� �1��.�..� +r�u� ��c�t oo��ars and� ��I"�o Cents per � � �Y �tJ � �7� QO z�, 28 tF fi-lnch SDR-28 Sanitary 5ewer Pipe (Afl Depths) (See Sheet Nv. 8) Tar�i oYt�. and �� � 27. Doilars $ • � $ _��� (�� Cents per LF Z �A Remove and Salvage �stin$ Fire Hy�rant I/1 ��i� -��y rg yj �� Dolkars � aa/. � � and �I� Cenis per EA $ . 7-31-PartB-WATERfinal ' 5 " i� 28. 3D CY C#ass "E3" {2,500 ps) Cancrete fnr P1lfscellaneous Piaeeme�t and encasement, Fumish and Instal� Camplete in Place �� '{ `� Dallars 1 and ZP►'o Gents per�Y $ .��. �� $ �.a�Q �t� 29. 3� CY Giass "�" {1,500 gsi} Concrete %r Miscellaneous Placement and Enc�semer�t, Furnish and Instal! Compkefe in Place � 3Q. 39. ''-�-� � tri ❑ollars / _. and 'z1Pii"o Cents per CY $��. ��_ $�, 500. Oc� 30 CY 8alls5t Stnne for Mis�gAaneous Plaaement as Directed by Eng�neer � �' �'�I Dollars � an� �'��i'� Ge�ts per CY $� R C�D $�7 ��. �] 30 CY Crusfied Limesfone for Miscellaneaus Placement / �'f i r `�e'/J r and �� T � Li �� �� Dollars Cenis per CY $ c� Q� � C} $�%�D �� I7-31-PartB-4V.�TERSna1 - 6 - 32. 4Q0 LF Permane�t Asphalt i�a�ement Repair �er Figure �004-1, 2000-48 $ 2�OQ-4W �i � a�? t° Da}tsrs - , -- - and ?,� f� Ce�ts per LF $ .`J�/. � O � QC] l� 33. 3500 LF �'em�c�rary Asph�lt Pavement Repair (6� F�exible Base � 2" HMAC) I � , i ll .� 34. 35. 36 � � Dolfars and �E'N� �� � � Cer�ts per LF � . �� � 3� �o�.�QQ 4 130� LF Tt'e�eh Safety {Depths > 5� as Direded By Engineer C�✓1 t� Dollars and ��ra CertS per �F $ 1 � � � 50 LF Concrete Encasement as Direcked by Engineer � l. 300 .o� ��` ���/ Doflars $ ,�L . (�/) $ /i.��p �7Q � and �% C7 Cer�ts per L� 60D S� �4-lr�ch Concrete Sidewalk Removal _/ �,? r, and � f � �-s i-e�s-w��Rt'►� -7- Dollars Cenfs per SF $ . �7 $ /. ����c� � � 3i, 8�0 S� 4-lnch Concrete Sidewaik �eplacement - -TGI � ��.er , dall�rs and �%�lo Cents per S� � __?7 .f�r� __ $ �� ��`�..OZa 3�. 70� S� �-inch Goncrete �riveway �temovat �,(� b , i�oliars and 7�PT d cents per SF � �. ��7 ��, `�QO _�C� 3�. 70q 5� �-!R�n Concrele �r��eway �eplacement f�j cc r� Dolla�s and 7-� �Q Cents per,s� $_ Tl 0(�. _ $ o�. �f��].00 40. 100 �� Concrete Curb & Gutter �temoval �/' � � and �� rU �ollars Cents per LF S .. _�� , � � �--�� - � � 41. 1 DO L� Cancrete Curb & Gutter �eplaceme�t -/ r./� �ollar� and zPrc7 CeRts per L� $��, p p ��` ..�4� 4 �� � ' i 7-3l-PartB-WATEREnaI - 8 - ;� r � 42. r r ��� ` '��' _ /l(,�r�l �r� po�,ars � � and %'t�v Cents per� $ %�,d,DU $ 1 , �Of��Q�, 43. 1 L.S Furnisfi �nd Lay 2-fr�ch Pipe and Fittings #or Temporary Water Service Connectio�s for All Streets Under Yhis Praject 44. 45. 70 LF Bore antf Jack 16-lnch D. I. P, (S�e Sheet No. 5) 5Q 0 f � / ( � e. �'{� `n�/g���Dol ars r�� and Z�/ a Cents per LS ��"`�,�o•Oa ���0�0�`� LF Extra Depth af Wat�r Mains Over 1-Foot Below the DesEgned Elevation (for differ�nt sizes af water line} as Directed by the Engineer �0 r.��.r� Doliars and �`P� Ce�ts per�.� $ ''t' J�.Ob $ v{`, lJ��.�D Lf 18-lnch Steel Casing wl Cas+ng Sp�cers per GCD Fig. 21 (See Sfi�eet 6) �r�r� e 4! wu�r� and Z`�ry Dallars $ �QQ /� $ � C�nts per L� 7-3l-PattB-WA1'EKfinal - g - I I �I �s. 47. � [�F Bore and Jack �" D,i.P. in 18" Steef Casing (See Sheet 6) ��yG� l�s�l� tt`-N�r� oo��ars $ ��. oC� $ �n ���� % ' and Z� ro Cents per LF 40 LF 8-inch Q.I.P. �Class 51) Water L.ine ��' }C�j� ra r'7 e � and ��'►�� 48. Dollar� Cen#s per LF $ � l, O O $ 07� ��l �. �?C7 40 L� 6-Inch D.I.P. {Class 51} Water Line �""� � 5; �C an� 2 �T� Do�fars Certt� p�r LF $ 5�� � p $�.a2 S�Q. C�U �,� 49. 1 EA Blow Off Valr�e a� U'u,�-R�` �e� �+� !� ____�..�l���.0l.1�� �e ,e_ �Il�i'.�� � Doliars � a�d 2�I'c� Cen#s per LF $ $�J�.��.OQ SUBTOTAL — UNIT {, SEGTION A �, �', S�� � �-�.-s�v� i * . Pige material is optivnal for Pa� Items 2. and 3. and rn�ay be aither of the fo�lowin� trro aikenaa#ives: 1) Ductile Iron Pipe, Ctass S I 2) PVC, SDR14 Ty�e af pipe used: 1) D. i. P. Class 51 2) PVC SDR 34 �. 7-31-PartH-WATERfinal - 14 - u�i� �: �r�►��� ��� s��i���v ��v�r�� i���o��rw�t��s s���lo� �� s�'w�� IM��oV�t��r�is � L�1�04 &� L�1�0� Pay Approx. Description of Items wtth Sid Prices ^ Item Qty. Unit Written in Wards �nit Priee Furnish and instali, inc�uding a41 appurienant work, complete in place, the following Items: 1. *1,210 LF 8-Inch Sanitary Sewer Pipe (All Depths) �d��a �n and �� ! � 2. K 4 Dollars Cents per LF $ 7 a. Op Amount Bid •' f��,. 3 EA Remo�e Existing Sa�itary Sewer Manholes {See Sheets No. 17 and Na. � 8) / �l%'i° °� �`/G�/' � �`-�� �,` v� Dollars � and Z�rc� Cents per EA $���Q $� i��0�. �� „ 5 EA Standard 4' Diameter SSMH /�{� �! �� ' (/u � �l.{,�r� -�-i�� 7 r`vr __ Dallars ( �c�Q,�4 and ��lv Cents pe� �A $ 4s� $�i v�u�D Or�') 95 VF 4' Diameter �xtra Depth SS{WIH �/If'_ !�/ � �' � �i� Dolkars � /- and �i�%� Cents per VF $ �0�. O O $ �, �P�O,o� 7-31-986p-PartB-L-17Q4L-1707 1 5, 5 EA Watertight Manhole Insert for SSMH � �"`�f and �'r° 6. 5 EA Concrete Collars for SSMH ���� ���� �� and ZsP �c� Dallars Cents per �A $ � �Q-a� pollars � Cents per EA $ c� $ 7. 5 EA Clay Dams . �. � i! � /_'L�d1l��� �+' J� �.� �6 dJ and ��P�i7 � Dollars Cents per EA $ 51�•Q� $ ��g���0 5 EA Vacuum Test SSMH ,�r� G��� �j.�E/�j�,lj� � Doliars L IrI and �� "� r0 Cents per EA � I f�. � 1� $��� �� 7-31-9860-PartB-L.-1704L-17Q7 � 9. 48 EA 4lnc� Sanitary 5ewer Service iaps �,!/� � G�/L�/'�'� ✓�"%ii }� Doilars � and 2��'o Cents per EP, $ $ a 10, 48 EA Sanitary Sewer Service Cl�anoui D�p ��1.�� 2J� � � �; ✓� Dollars and � �r� Cents per EA $ I �� �� $ �.8go� 11 9�Q LF 4-lnch Sanitary Sewer Service �ines �� S�t?��h < and Z� r a i2. Dollars Cents per LF $ I g, 0� $ r�, ���.Oc1 50 L� Permanent Asphalt Pavement Repair Per Figure 2000-1, Z000-4B & 2000-4W � ; r- �j � � ,� Dollars r an� 2� �� Cents per LF $�✓� �� $�•�5 ��� 7-3I-9$60-PartB-L-1704L-1707 3 I` 13, 1,210 LF Post-Construction N lnspection of Sanitary 5ewer Line �r% � Dollars and ��—t-�t� Cents per LF $ �� 50 1 $ ��8lS.00 14. 20 CY Ballast Stone far Miscellaneous Placemenk as C3irected by Engir�eer 1 Y � � 'r'�l 15. ! � ❑ollars s ar�d Z��`� Cents per CY $ J� �_ � C� $ �o a O[� O 121 � L.F Teench Sa�ety (Dep#hs > 5'} as Directed By Engineer �✓1('- and Z� r� Dolfars Cents per LF $ ��� � $ �►a �Q. � O 16. 2D CY Crushed Lirnestone for Misce�laneous Placemeni as Directed by Engineer � � �` r"+-i � Dollars r and Z� � a Cents per CY $ .� C� . C7,� $ �p(%(� �j� , '`Type af pipe mater�al: � 1) PVC 35 � 2) D, i. p. Class 51 SUBTO�'A!� — UNiT I, S�CTiON B [1 1 7-3I-986Q Part�i-L-1704L-i707 u � ��o�. G�'Q_ f�, � .. ,i I i - .� I� �iViT 9: V4�A1"�R �1ND �RNli'A�Y S�V��� I{V��'�CaVI�{VIY�N�'� ���'Fl�+f� � A��!l��� l�4PR�'�+l'���hl�� � 3l�i-7 DR�iIl��.GE AF�t� BA�Il�i 6 �'ay ' Apprax. Description of ftems ►n+'tth Bid Prices — -- _.... . � . Item Qt . Unit Written in Words Unit Price ---y - — - - _____ FurNsfi� and install, inckuding all appurienant work, camplete in place, ihe folfawing �ems: 1. "1,3Qb L� S-Inch Sanitary 5ewer Pipe {t�ll Depths) (See Sheets No.'s 20 - 23} � 3. �. 4a 20 3 � r Y�i � o Dollars { and ��' r' u Cents per LF LF �-Inch SDR-26 Sanitary Sewer F'ipe (�,II �epths} (See Sheet fVo. 23) Q �P � �r �r� � � h+ X` Doflats anri � 1�� Cents pe� LF L.F 8-Inr.� 5anitary Sewer Pipe By Short Bore (See Sf�eet No. 23} ��� �w�.-� .��/Y� �Ylf �P-- Dollars artd � l A Cents per LF EA Storm Drain Pre-Construc#ian D-Hola {See Sheet No, 27) �; � � �� -�� c��i�" Dallars I and '� /'a Cents per ,� 9860-PartB Ni-7DUNNAWAY 0607�2 1 � �a.�o Amount 8id �� � . d � /.��. �o � 5 � � _l7� Da $ 3 �l�?. 00 !�� ! // � � .. 5. 2� 0 LF 8-Inch DIP Sanitary Sewer Pipe (Aq Depths} {5ee Sheets iVo. 24 and Na. 31} � 7 8. �! X�j `t--ou r po�[ars l and 2� � d Cents per l�F 4d LF 8-Inch Sewer Rshab by OtherThan Open Cut (See Sheet No. 2�) �l�� ���"� T�v� Doilars and Z'� ►" a Cents per LF 921 LF 6-lnch to 8-Inch iD DR �1 �IP Sizing H�PE Sewer Rehab by Pipe Enlargement Mathod per DA-2 (See Sheet No. 20} �. � �/'� i`{�� Dollars and - Z�P+ra Cents per LF 20 LF 8-lnch Id pR-21 DIP Sizing H��'� Sewer by Open Cut (AI� Depths) per DA-� (See Sheet No. 20} --' SP(l�,� Dollars and �. �r" � Cents per LF � ��oo � li�.o� $ l�o.00 � o �o ,. � � � r � i3,,3/O�Q� � �5�`7, v r� , � � 1 �o. c�� . Cantractax must complete the fo�kowing "City Appraveci Pxoduct" fozxn 98b0-PartB-M-7DUNNAWAY_060702 2 9. 4Q LF 18-IncM SDR-2B Sanitary Sewer P9pe (All Qepths) {See Sheet No. 24 8� 25) � ; �U evL�-t� or1�. Doltars �nd �r� Cents per LF � `�/. �� � �g�o � 10. 12 L.F 5ag Adjusfinent for Pipe Enlar�emertt (See Sheet No. 20} � �� �� Dotlars ; and ��''� p Cents per �F $ �a � V � $ �vOO., rc� 11. '`7 84 LF 12-fnch Sanitary Sewe� Pipe (All Depths) ' ' {See Sheet No. 3Q) �� r� �t ,r � Dol4ars and Z-�- T� Ce�#s per L� $ ,�'�. Q Q�, $.� �3Q�} D� ', 12. �1,560 L� 15-lnch Sanitary Sewer Pipe (All Dep#hs) �� (Se� Sheet No.'s 2B � 29 ) � �Dr� S�JQ r1 Dollars and Z� � ca Cer�ts per LF $ `1 %� D $ 7� �� �_c9 � k� � � , � Cantractor u�ust comp�ete the fo�Iorving "City Appro�ved Prodact" form 9860 PartB-M-7DUNNAWAY Obp702 3 i� I� I; f; 13. 20 LF 12-Inch 5DR26 Sanitary BEwer Pipe (AEI Depthsj (See Sheet Na. 3a) �d r Y�(1 .�`J.' � Doliars t and �io Cents per L� 14. 80 LF 15-Inch SDR 26 Sanit�ry Sewer Pipe (Atl Dep�hs} (See Sheets No. 27 and No. 29) r17�"1�� �� +�� Dollars i � and Z� r� Cents per LF 15. *S40 L� 18-fnch Sanitary Sewer Pipe (AA Depths) (5ee Sheets No. 24 and Na. 25} �l ��7-'t� � Oafl�rs [ and Cents per L� �6. 250 LF 1�-Inch DlP Sanitary Sewer Pipe (All pepths) (See Sheets NQ. �4) ✓ ' � S i ,c Daflars � - and z��� Cents per LF , � ��� s• � � ��Daoo � S� � c� � � ��, � Bo.a � � � (��. C1� � (��. o� � Cantiactor must complete the following "City Agpro�ved Produck" fflrm 98�0-PartB-M-7DiJNNAWAY U607Q2 h � 17 '! 8 � �P 0 3�0 LF �-inch DIP Sanitary 5ewer Pipe w'rth�4-inch Casing By Other ihan Open Cut (See Sheets No. 29 and No. 30j �W� �1�r�� `� , `�� �� �; � -� DoAars and 2•e r� Cents per L� 5,980 l.F irenci� S�fety System far Trench�s (Depth > �') � � � Dollars and �r� Cents per �.F 49 71 EA Remove Existing 5anitary 5ewer Manholes �o �j �G�i'�e d�h e DallaE^s and Z�r*� Ce�ts per EA ��. 7 �,4 AUandan Existing Sanitary �ewer Manholes /f�i t"C� !/1 u n��� --�,�..�.� �i � .� Dollars a�d %�Y'a Cents per EA � �� q� �,s-� � � _ . �.o� $ � � �, �� � ���1 St7�0� � `�I.po � �,�p � , c� o � �'�5, �0 0 $ � ��5, nc� . Contractor must complete the following "CiLy Approved Product" form 9860-PartB-M-']DUNNAW AY Ofi0702 5 � 'i f I 21. 46 EA S#andard 4' Diameter SSMH (to 6-�oqt �epth) .//r�Jo Y?2�1�.� �1 ��r�� �'•��, op�i�� - , and �� r� Cents per EA 22. 70 VF 4' Diameter Extra Depth 5SMH � �/�, , { i'%� �/ /' � Dollars and Z�'� a Cents per 1!� 23. 3 EA Standard 4' Diameter Drop SSMH (to 6-Foat �epth) (See St�eets No. 2� & 24} /�vd ��.c��5% �C ,�g��`i � S�V C�'1 Dollars and ��r" �7 Ce'�is� per EA , .�:�.� 24, 1'f V� 4' Diameter �cir� ��p4h arop SSiVIH (See Sheet No, 24) � �50_tQ0 � ��( ,.��p,00 � /�� 0� � '����a� � �� ��, Oo � 1 b�%�� i'!��"i' f �w Dollars and 2E'�--� Cents per UF' $ ���• � $�,,%��5. Da • Cantractor must camglete the foliawing "City Approved ProflucY' forrn 4860-Part$-M-7DUNNAWAY 060702 6 �! ,, � I 9 i i 25. 1 EA 5tandard 4' Diameter Shallow Cone Manhole per Fig. 1 Q5 (See Sheet Nc�. 2�} �.G� 77/G�'�f.C�7-s d,� ...�(.u�d �� �i � X 1�► C r`y �f po�,ars and � � a Cents pe� EA 26. 5 EA Stainless Steel Manhole Insert for SSMH (See S�eets No. 24 & 25) (-/ii L I/! G�1it��� -r' � �1�1 +� �'�'! �(��/1 Do!lars 4 and �E'r � Gents per EA 27. 15 EA Watert[ght Manhole Irtsert for SSMH ��� I and '��l v Dollars Cents per EA 28. �7 E� C�ncrete Goiiars go� SSMH Q�i +� �/! G�li�/���C � 1 �i j'1 � Dollars and ��P �r� Cents p�r E4 +r r �� , ;. I/ . ,. s � I � 7.00 � �.�o $ .�a 00 � �50, n� � ��1, 0� $ 3 D . ao . I � Contractor mus� complete the following "City Approved Produet" forn� i � 986U-PartB-M-7DUNNAWAY_0607�2 7 29. 5� VF SSMH Corrosion Resistant Coating per DA-7 (See Sheets No. 20, No, 23, Na. 24) �� � i � 1� il �� Fi 't, �e v e� Dollars and z`P� Cenfs per VF 3Q. 20 EA Vacuum Test SSMH �; � W�r s .� `��~2U'� �"Qllars �nd �`�' � ° Cents per EA 31. �� EA 4-I�ch Sanitary Sewer Senrice TapS �r•e�. ��!'� .+� Dollars and � r'� C�nts per EA 32. �,05G Lf d-inc� Sanifiary Saw�r Senrice L�,-�es / Gt1 � a-Y1 � I?opars r and Z� � a Gents per LF � 5�0� � � �s�,� � � � 7l. Qc� � 3 0. $ � � .50E1.� � � �r. a� � �� osa oU � Gontractor must camplete the foliawing "City Apprflved Produc�" form 9860-PartB M-7DUNNA.W AY 060702 8 33. 4 EA Sewer 5er�ioe Reinstat�ment for �ipe Enfarg�2r�ent per C7A-2 (See Sheet Na, 2Q} �Vl �. �..���s^'wt Doflars � and 2� � Cents per � 34. 4� E4 Standard Sewer Se�ice Clean-auts (See Sheets Na. 27 and Na. 28} 1 Gf�D � �r�e� !n �;l �t�'' Dollars �7 and Cents per �A 35. 94 EA Two-way Ser�ice Cfeanaut per D-89 ��E'_ V�I.,IM�[recl Si ��, Dollars and 7�� �1 Cents per EA 36. �25 LF Gancre4e Cur� anc� Gutter a�maval and Replacement � `1-;` ✓� {7�IfarS and �.�f� Gents per LF �_�, C7��.U�, $ T, L�Gb� U c� � �2� �. � Q � �.5a� � ( �5�� � �� �S'��7� c'� � o7u`�.0� $ � /� c. o� � Contractar must complete the following "City Apprnv�d ProducY' farut 986Q-1'artB-M-'IDUNNAWAY 060702 9 37. 2,7Q0 LF Permaneni Asphalt Pa�eme�t Repair per Figure 2000-1, 2000-4B and 2000-4W ! Y) I r � � �? �. Doilars and J'G�rl7 Cents per LF 38. 3,625 SF Pe�-rrzanent Concret� Pavement Repair per Fig. 2000-2 �i ✓! `� Dail�rs and ��i''a Cents p�r 5F 39, 'i,20� LF temporary Asphalt Pa�ement Repair (fi" flexibfe base and 2" HMAC} 40 / / � �l 'C Dollars and � � t/�v�Cents per LF ! 360 ��' 6-9nch Cvncrete t7riveway Remavai a�� Repfacemer�# �. v'Q and �'.�,� � Dollars Cents per SF ��� # �I y� � � .DD � ������. $ �� ?.� � $ J'�'�'. O � � /, So�_ �,�, • Coniractor must complete the %llowing "City Approved Product" form I f 9860-PartB M-7DUNNA'WAY Qb0702 �0 r� 41 42 5Q SF 4-lnch Concrete Sidewalk Removal and Repiacement � � ?� Dollars and ,_,�,��' F3 Cer[is per S� 63Q 5F 7-Irtclt Concr�te PavEment Repair per TXDOT Specifications (5ee Sheet No. 24) �i J C. Dolfars and Z e r� Cents per SF /�l l`��P DoUars . and �� � Cents per LF / 44. 4,685 LF 1'ost Cvnstruction TV IRspectian of SarYrkary Sewer Lina $ .5.� �0 � �CSO,�� 43. 4,315 L.F F're-Construction Cieanin� and N Inspectian of Sanitary Se�rer Line ia �e Ahandon�d or Replaced by Trenchless Method ��,a�? � �nd �r`y-�j�--�1 � Dollars Cents per LF � �v,�c� $ �00�0 � 3 S�o $ �� 1 �a�so � 1, 5� $ ? d e Cuntractor miust complete t�e followiug "City Approved Product" fartn 9860-PaztB�M-7DUNNAWAY 060702 1 � 45, 165 LF Concrete Encaseme�t per Fig. � 13 �(' �' �P Dollars ar�d ��� v Cents per !.F 46. 1 LS Required Railroad �nsurance and right-af-way agreement including $5fl0 fee (See Sheet No. 29 and 30) �7. �� �'v`�'1�'� _ D"ollars and ZR-� Cents g�r L.S 20 CY Ballast Stane far Miscellaneous Placement l�/I I� !'7--� Dollars � and 2� d� Cents per CY � ��� � ���� S r'Z'�, �'� � � �� � � o� � ��. Q � � �OQ.. �O 48. 2D CY Crushed Limestone for Miseellaneo�s Placement � � r' w�, Dollars / and ZP_/-a Cents per CY h, � I �/ � i ,. . � Caniractar must cvm�lete the following "City Appxoved Protluct" forzn R860 P�'tB-M-7DUNNAWAY 060702 12 1 1� 49 20 CY Type "B" Concrete for Miscellaneaus Piaceme�t �� i a�d 2$ t � Dollars Cents per GY � 4 � �.o�o� �i �� r and �� r� � 2Q CY Type uEA Concrete for Miscellaneous Placemeni Dollars CentS QBf CY i � , 51. 7 �A Clay Dams 1=; �� 1���.41 ��K�� and �� �"v SU8T07AL — UNIT f, SECTION C � J��,O�a � j, Doo, o0 �ollars Cents per EA � �1�.0� $ � ! ov � � �. ��a`� a Conlractor must comglete the following "City Approved Prod�ct" form 9860-PartB M-'7DUNNAWAY_0607D2 13 i I � CIiY APPROV�D PRODUCT FOR � , — �..__ _� _ _. .^ _ , �•"`CONTRACTOR 5HALL SELECT TYPE OF PIPE i0 8E llSED I � Standard S�ec Alo. Size i � J� E1-31 4" tfirough 3d" � , i E1-25 �4" through 75" E1-27 �4" through 15" � E1-28 18" thraugh 27" C E100-2 1 �" through a8" I Consult with "City of Fort Worth, Texas 5tandard Product l.ist" to obtai� the Gene�ic/'I"rade Name and � , I the Manufiacturer for the pipes listed abo�e. I , � . �. , �. �._ � �. � � �. � .._ � � ��. � Failure to provide the �nformatior� require� above may resulf in re}ection of bid as non-responsi�e. , Only products listed above will be alfowed fnr use i� this project. Any substitutions shatl result in rejection of bid as non�res�Qr�sive. �� �� � 986Q-PartB-M-7DUNNAWAY 060702 14 � �� .IiUIT tl: f�A1/1NG,��lD Si��� D�INAG� III��R�V��IY�NY� ��CilOi+! ,ae � �aeing and Drainage �ehabilitation lmprovements � JONE� �TRE��` :'ay Approx. Description af Items with Bid Prices � "°m Qty. Unit Written in Words Unit Price Amount @id �arnish and insfall, including ai! appurtenant work, complete in ptace, the followir�g items: i. 2,220 CY Unclassified Street Excavation �1�UQ.YI and ��� 2. Qollars Cents per GY $ .��. $ o� �i. �� �} �`' 1,2�49 LF Demo{ish and Remo�e Reinforced Cancrete Cur� and Gutter ��'��. Daliars � and %,,I'U Gents per LF $ ,3. �Q $ 3, �s�%QD 3, 8,273 SF Demofish and Remo�re Rei�forced Concrete Driveway, 5idewalk, Leadwalk, Steps, and Wheelchair Ramp A�. .r.- � +G(Jt7 Dollars ar�d ZsPI� Cents per S� $ �, Q� $���� ,] S��_laG7 4,33i SY 5-inch HMAC Sutface Ctrt�rse (�ype "D" Mix� , �'r'`��e��! Dallars and �� � ��-- Cents per SY $ ��J � a� $�� �(,� p1!'� � ; -31-9860-PartB-JONES S'I`R - 1 - 5. �4,832 SY 6" Lime 5tabilized Subgrade �IJ�3 � and T' � I poHars Cents per SY � a�.s�b . er'f� � 69 TN Hydrated Lime @ 28 LBSISY for Stabilization � ��, qss; r�1 Q�1'� �I`-C�. eic�l�� Daflars and Z. ��v Cents pe�' TN $ � l� �• v � $ 7, � Sa j� c! 7, 200 SY 6" Reinforced Concrete Paving {See Sheet Na. 36) '�h� r'� � . I afld z�f c� Dallars Cents per sY $ 3�, Qd $�o�G�� 4G? g, 2Q0 LF Silican Joint Sealant {See Sheet No. 3�) �f.(� o Dollaes and % %�o Cents per LF � �� �Q �, �// / I 9. 104 LF Consfruct 7-inch Concrete Curb (See Shest No. 36) `f�irr. r. Dollars and 7'� r� Cents per LF $ ✓�d� $`��a��� 7'-31-9864-PartB-JONES STR - 2 - 10 2,738 LF Construct 7-inch Concrete Curb and Gutter T�N C � � 'P and �� 19 Dollars Cents per LF $ la•� a $��� ��� 6,236 SF Construct 6-inch Reinf�rced Concrete Driveways I� t� U. Y` and Z�r`o Doifars Cer�ts per SF $ $ `� � � 12. 2,037 SF Construct 4-Inch Reinforced Concrete Sidewalfcs, Leadwalks, and Wheefchair Ramps 13 �}r� �. Dollaes and �� Cents �er SF $ ���� $ �� 35 EA Water Met�r Box Adjustmenf THIRTY-FIVE and NO pollars, Cen#s per EA $ 35AQ $ 1.225.�0 7-31-9860 PartB-.10NES ST� - 3 - 14. 2 �A Water Valve Boxes Adjustmant ; , THREE HUNDRED and NO _Dollars, Cents per EA $ 300.�U $ B00.00 15. 1 EA Remave Existi�tg Storm Sewer Manhole {5�e Sheet 34) 10 ��I � Dallars and ��rc7 CentsperEA $ �Ql, DO $ �Ol,pn 16. 1 EA Adjust Manhole Rim to New Pavement Grade THREE HUNDREQ-F1FTY Dol�ars ar�d NO Cents per EA $ 350_00 $ 35fl.Od 17. 1 EA Gonsiruct 8' x 6' Junction Box (See Sheet No 34} ���� ��s� ��e�� � and ��►'� Dollar5 Cents per EA $ � $ ^��� 18. 1 EA , Mail Box Remo�al and Replacement (See Sheet No. 33) {2836 Janes Street} �r4 � �' vl �r�t � Dollars and � �' !a �ents per EA $ �p4, c90 � �Qp p� 7-31-9860-PartB-JONES 5TR -4- � ..� !� 19. 2 EA Praj�ct Designation Sign �ou r �tc.�n�.r-t � and %�P� n 20. 29 22 23. 1 LS Utility Ac�justments FIVE THOUSAND and NO Doilars Cents per EA $ � ��Q��� �ollars Ce�ts per LS $ S,OOa.f�O $ 5.000.00 4Q LF Remo�e Existing 15-lnch Storm 5ewer Lead (5ee Sheet No. 34) �Dur�-��e � �oUars anci 2�, rt� Cents per LF $ $�(��. QQ 100 LF Rerno�e Existing 18-Inch Storm Sewer Lead (See Sheef Na. 34) 174 �W Qr�v �. Dollars and `L� s-v Cents per LF $ ��. �� $ �,�i�Q �a LF lnstali 24-inch Rein€orc�d Cancrete Pipe (ClasS lil) (See Sheet No. 34) Ji X'�c.t. 5��l�✓S Dallars and Z+� r' � Cent� per LF $ iP /. QlJ $�r�(o,�_(� 7-31-986a-P�rtB-JONES 5'Tit -5- i i 24. i � i_� I� ,� I 25. � 6 EA Remove �xisting Standard 1 a-Foot Storm Ir�let {S�e 5haet No. 3�) � /�'OUr- u�tn�P-r� []allars and Z�r r� Cents per EA $ `t � �• �� $��`t Da. C�C 6 EA Construct Standard 1�-foot 5farm Inlet (See Sheet No. 34) � ,c7 �l'L��GL�a2�' �1 F rl �.. �1 ���c � Dollars and G`� �' � Cents per EA $��QO.� $ OQ.. 26. 194 CY Trench Excavation and Backfill as Per Item 402 Pubiic Works Depi, Specifications � i r"�'� �� Daliars and Z�� o Cents per CY $ ��J. �D ��5a� ao 27. 125 LF' �emo�e Existing 4' �hain Linic Fence (Sheet Nos_ 33 & 34) c-�[ �U �yl Dollars and Z�ir'+o Cents per LF $.�. Q � $,�37,5 t�C3 7-31-9860-PartB-70NES STR -6- I , The Sp��zf�catians and Cantract xiocurpet�ts for the a.bove mantioned project �xe revi�sed and arxxez�ded ss £v�l�ows; 1. UNTT Ti, SECTT4N A, JONES S'�REE�`, PAGE 7. ADD TEiE FOLLC7WlNG �AY IT�M�: 3?. 80 TN ��C PAV�Nf�NT TRAN,SiTI�N � �,ry ���t.t � i V G DoL�ax5 '�i r� %� D/1 and � 2'f t� CeUiS peI IN- 5 u�.OV $�Y 1 D i�� �L7 3 3. 1 GO CY �'Ok SOI�. E�,EV�t�? Dollars And N4 Cents per CY. � 1.1.00 $1 _754.00 � �� � � - �• • I �� ;I G il 2g. 125 LF Replace Existing 4' Chain Link Fence at Property Line (Sheet Nas.33 & 34) � f- � Dollars t '7'C�� i�. $ J� O and Z�E� Cents per tF $ .��� �g_ 200 LF Trench Safeiy 5ystern for Trenches �xceeding 5' depth, as Dieected by Engineer, �./i � DoNars $ } • �O _ $ �Oo ,o!o and z`Pr� Cents per LF �p. 200 LF 6-inch Subdrain Pipe as Directed �y �ngEneer c] � �c i"� �P ✓a Dallars and 2''�r�v Cents per tF $ i �o .0 Q $ 3►�O�QQ 31, 30 CY 6-IN Flex Base for Dri�eways Transition as Directed by Engineer /�o r � Dollars and Z`�r� CentSperCY $ ��•�0 � �r�Q`�� SUBTOTAL — UNlT 11, S�CT10N A—.lONES STREET 7-31-9860-PartB-70NES STR -7- [- 33 � a��,r�aa.t- � ' , �� i � �� � �JIV�� ��.. r"R�4Ts�lYk3 I'9Iti1� ���1'i117f ��'CF��iY,F�L7�� ���R���IYI�iV�� SI�C�'I�i� � a�ading and �rainage �ehabilifation lmpr�or�ements — STUART DRIVE Pay Approx. � Description af items with Bid Prices � Item Qty. Unit Written in Words Uni# Price Arr�ount Bid F'umish and i�stall, including all appurtenanf work, compfete in place, the folfowing iterr�s: 1. 2,545 CY Unclassified Street F�cca�atian C�C ��-v'ri- Dollars and �� r�7 Cents per CY $ �f .�? C"'� $��, � Q�;� d � 3,065 LF Demoiish and Remove Reinforced Concrete Curq and Gutter �' Y!/`,C� Doflars and Z`�'✓"� Centsperl,F $ J.Q� $ �/�5,� 3. 13,000 S� Demolish and Remove Reinfarced Concrete Oriveway, Sid�waik, Lea�#walk, Ste�as, a�Eri Wheelchair Ramp 4. �Lc1 � Dollars and �r C� Cenis per SF $��Q $�(i l��1��d 4,728 SY �-inch HMAC SurFace Course (Type "D" Mixj T�l r��" C� r1 Doliars and �� �-+ � � Cents per sY $ r 3 ' �� $ ��, �O��.QC) � �. 7-3I I'artB-STUART DR - � - I il Ir; 5. 0 5,6D4 SY 6" Lime Stabilized Subgrade 1 � '� [7ollars and �h"� Cents per SY $ c�s Z% $ ��� C}i � c� � 76 TN Hydrated Lime � 28LBS/SY for Stabiiization � � �/L1M�.��l. .P_ � �.� Dolfars and 2� f O Cents per TN $ t ��' �� � g. �-0$ . c� � 7. 3,152 L� Construct 7-inch Concrete Curb and Gutter ��d ur t e `� +�i Dolkars and "Z��a CentsperLF $ ��•C�(� $ `1"�,����Q 8. 6,4aQ SF Construct 6-inch Reinforced Goncrete Driveways �ur and �� r-� Dollars Cents per SF $ `�. �() $ � 9, 7,DD0 SF Construct 4-Inch Reinfarced Concrete Sidewalks, Leadwalks, and WheeEchair RampS � /' ��e Dollars and Z��` � Cenis per SF $ �.� � $�%, �DD � o a 7-31-PartB-STUART DR _2_ 10 29 EA Water Meter Box Adjustrrzent 7HIRTY-FIVE Dollars, and NO Cents per EA $ 35.Od 19 4 �A Water Valve Boxes Adjustmenf THREE HUNDRED Dollars and NO Cents pee EA $ 300.00 $ 1.015.0� $ 1.20�.a0 � 12. 73 14. 1 EA Remove Existing Storrn Sewer Manhoie (See Sheet 39} i �.�� o� P oo�Ears, $ �D I _ �� $ �QLI an�} ��f � Cents pe� EA 1 EA Brick MaiV Bax Remo�al and Replacem�nt {See 5heet No. 38) �`i V � G1 c.wc��n.rcY Dollars and 2,�la Cents per EA $.J�� $�� 2 EA P�aject Designation Sign �'pur f�1�� , � DoHars and ��'� Gents per EA $ ��'f1 •QD $ 'T�. DQ 7-31-PartS-STUART DR � 3 - . 15 1 L5 Utility Adjustments EIGHT THOUSAND �ollars and NO Cents per LS $ 5.000.00 16 4a LF Remove �xisting 24-Inch Starm Sewer Lead (See Sheet No. 39) :./: ,K��C�✓1 and �� �a `ri Dollars Cents {�er LF $ lia. L7 C� � s.aao.00 � I Ii 40 LF Remove Existing 30-lnch Storm Sewer (See� 9heef No. 39} �ff ��� w'1 and^�Pr� Dollars Cents per L� $ � 7�� $�P��_ � 18. 23 LF �nstall 42-lnch Reinfor�ed �ancrete Pipe (Class llf) (See Sheet No. 39) �'" t ! ,�� ��-�' DoAars and Z-`P F�' Cents per LF $ Q $��.24,QQ 7-31-ParCB-STUART DR -4- 1g, 2 EA Remove Existing Standard 1fl-Foot Storm Inlet (iop & Bottom) �O LC r'. �'/ u�u�/'-�� and � `� �'� Dollars Cents per EA � �- � Q. � ��` � 20. 2 EA Canstruct Standard ZO-foot Storm �nlet (See Sheet No. 39) ���6!! d �!�/ �rr�C � t,rivt�/'�� Dollars $ � � ���-�� and '�� � v Cents per EA 21 2z 1 EA Construc� 8` x 6` JunctEon Box (See Sheet No. 39) �r'�E � ��iL4.GC8critc.sY �rl�v1 �j r pol�ars $ 1 ! � �� and Z`�!"v Cents per EA 50 �Y 6-lnc� Flex Base for Driveway Transition as ❑irected by E�ngineer /`� � � / and z��D aollars Cents per CY $ � � �Q� °� 7-31-PartB-STUART DR - � - '1 i- i � � J� �� .� .� i 23. 45 CY Trench Excavation and Backfill as Per Item 4�2 Public Warks Dept, Specificaiians �i�1"@`C'Yj and Z`Pra Dollars __ Cents per CY $ f�. d U $.J��•Q� 24. 5D LF Remove F�cisting �4' Chain Link Fence (Sheet 38) ��L� ��d� Daklars and ��v� e� Cents per LF $ ��, a� $ J�'S�. d�i] 25. 50 LF Replace 4' Chain Link F'ence at Pri�ate Prope►ty Line as Direcied by Engineer (Sheet 38) 28. �o r'�i Dol�ars ��D ..C� O� o� OCb� c�+� .� and � �'r'a Cents per LF 500 !.F 6-lnch Subcirain Pipe as Dirscted by Engineer �%x l�e�r� and � -�r� 7-3I PartB-STUART DR Doilars Cents per tF $ � � ��i� $ g _ � a�1yp � �,� ��� . I . � ' . .� - _ � - -. ,,.� -. _ . - -. �- _ �: ''�... �._ . . � : :..� �. � . � - � . _ . i � ; rH� 2. iINiT iI, SECTI4N B, STUp.RT DRIVE, PAGE 7. 1JEL�T� PAY ITEM NO_Z7 ANU AUD ��. . �QLLOWiN(� YAY ITEN�S: '•�� 27. 70 TN HIVlAC PAVEMEN'C T�,ANSITTON _ � i �, �t � �r' � � b ollars p � and 't�Ct.� _Cez�tsPeT'i'N. � �0��� � .� � (� �.g. 222 CX TOP SOIL � � ' ELBVEN , Dollars And NO Ce�ts per CY. �1.1.04 ��.442.04 ,� �I r 4�, 14 TN 7-Inch HMAC Pa�emenl Trar�sifion Dollars qn Cents pe� TN $ 28. 50 LF Trench 5afety for Depth of 5' & O�er as Directed by Engineer ��� And z�dr0 SUBTOI'AL — UNIT Ii, SECTION B— STUART DRiVE iOi,A� �1�190UN� �lD n l�hli�' 1 TD�'AL RflflOUNi �I� — UiVIT II � � a� $ J�D.�C� � $ o��Uc3 i r�+a' �,��'r�O� $ �� _ �� 0 3a� _ , � � � ��,�n�� �o�►�L ��ou�� ���-�✓�� � Contractor shal�, if applicable, identify the pre-qualified sub-contractor wha s�all install tlae water a.n�i/or s2�zutary sewer £acilities. �/ .� _/ / �J�(� �th1�,�/'G�/Jl� L � - ' pr�-quaY�fied sub-contract4r far water and14r satutary sewer installation. � ��� ` ����� �a � �-�'"�-� . $ Dollars Cents per LF $ � �� 7-3 L-PartB-STUART DR " � � Within ten (10} days after aecepfance af th�is Proposal, the undersigned will execute the farm�l cantract and wi11 deliver an approved Surcty Bond and such other bonds as required by the Contract Documents, for the faikhful perfor.�nance af the Contract. The attached bid security in the amount of 5°10 �s Yo become the property of the Cily of �'ort Worth, Texas, in the event �e contraet and bond or bonds are not executed and deiiverad within the time a6ove set forth, as liquidated damages foz the delay and additional work eaused khereby. The undersigned bidder certifies that he has been furnished at least ane set of the Genexai Contcact Dacuments and General Specifications for Water Departanent �'rojects dated Jaz�uary 1, 1978, and that he has read and thoroughly understands all the requisements and condinons of thoae General Documents and the speeific Contract Documenis and appurtenant plans, The undersigned agzees to pay not less than the "Prevasling Wage Rates" as established by the City of Fort Worth, Texas Tb.e undersigned assures that its employees and applicants'far employment and thase of any labor organizaiaon, sul�cantractors, or ernplayment agency in either fiarnishing or referring employee applicants td the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 727$ as amended by City Ordinance No. '7�4q0. The Bzdder agxees to begin construcri4n within 10 calendar days after issue of #he woik order, anc� ta complete the contract within 12D �working days after beginning construction as set forth in the written wark order to be fiunished by the Owner. (Camplete A or B below, as applicahle:) A. The principal place of business of our company is in the State of Nanxesident bidd�xs in the State of , our principal place of business, are requized to be percent lowez than resident bidders by state la�uv. A copy of the statute i.s attached. Non resident bidders in the State of , our principal place of businass, are not rec�uired ta underbid resident bidders. �B. The principal p}ace af business of our campany nr our paxent company or majority owner is in the State of Texas. � � I(we} acknowledge receipt oi the following addenda to khe plans and specificat�ons, all of the provisions and requizements of which l�av� heen taken into consideration on preparation of the faregoing hid: ti Addendum No. 1(Initials)�_�� AddendurnNo. 3(Izutia1s) Addendum No, 2(Initials) y��� Addendum Na. 4{Initials) Respectfuily submitted, AUI Contractars, L.P. , By: AU N`�anaaem , LLC, Ge al � �y. � �'t � � � B. Dou Alu�t�bau h � � � g 9 Title Executive Va.ce President Address 300 Gdest I3�� i. a. � v. . � Talephone: 817/92 6-4 3 77 (Seal) �.� � � ���� � �Ei�EC��+L ��I�DITI�[V� J ���� P�►i��" � �E?�1��.�i_ �O�DITI[��� {WATL�� f)��ART1vi��f} ����'I�Iti �- I — �UP���M'�1�Tfi�i�Y �c]I�FDITI0�1� 'I'� SE�'�i�I�I � � � � �� PAi�T C - ���I�R �A�T � - �EN�R�� TAB�E �F CQNT�NTS NOVEMBER, �, 1�87 'i',AB�E DF COt�T��#'�S �1-1 C1-��.. I ���1.� C ]. -]. . 3 cx—�.� C1-1.5 ��-�_b C1-1.7 ��.��. � �1-�1. � C1-1.10 �1-1.11 CY-1.12 ��41.1� ���-1.14 ��-1.15 C�-1«Y6 ��-1_17 C1-1.16 ��-�.�� CJ.-]..2� G].-�.2� �1-Y.�� �x-�.�� ��.—�. aa C1-1.�� Cl-�1. �5 C1��.�7 �x-�z . �a ��.-].. �9 C�.-I.30 �1-1.3I C1-1.32 ��-2 ���2, �. �2-�2. 2 �2-�.3 C2��.4 ��-2.5 C�-�_6 D��INYTIOC�S De�irtitior� of Te�ms Corttra�� ���u��r��� t�o�ice to Sidde�s Px'op�sal Bi.dder ��ner�l �onditi�ns S�e�.i��. Con�i�ion� sp��i�i�atiar�s �ond Contract Plans �ity City C�ur�ci.� May�� City lH�r►ager City �I�t��n��r Direct�r o� Pub1.i� W�r1cs �ir�Cto�, Ci.�� irld��r Er�gi.r�e�r �on��ractor �u��ties Ti�� M1ork or �ro�ect w����n� a��► �alenaar Da� Legal Eiolf t�a� �1bh�ev�ations Chanc�� O�rder Departrn�r�� P,�ved Streets �nd A�1ey� iJnpaved �treets ar►d AJ��ey� Ci�y str�ets Roadway �rave�, S�reet ��TS��R�TAT�0�1 �F PRO��SAi, Proposa� Fox'm Interpretat�or� �xaminati�r� o� �nd ��te AND �R�1�AR�iT�pN �f Quar�tities Co�t#.ract Docum���s 5�brnitting o� ��o�o�al Re�ecti.o� o� �ro�ose�.s B�d S�ct�rf�� C��DITI0�5 Clil ��-1 �i-1 C1�� �1�-i Cl�-]. C��1 C1-1 ��-� C�-1 C�-1 C�-1 ��-1 C��� ���1 C1�1 C1;�, ���� �J.-1 �].-� ��-1 ��- I �i-� �1-I �1�� C�-1 �I-1 C1--1. ��-� C�-1 ���1 C�-1 (�} � �. l {�} {�� (�1 {21 (�1 (2� f21 [3� i3� (�} �3) �3� [�} L3} t4l I4? {�) {4) (4} {�} ��� �4) �4} �5} �U1 �61 ��} C�} (� � (�} �2-2 ��� C2�� (�� ��#� �2) �2�-� { 3 1 C2-2 {3� ��-� [31 [11 �2-2.7 �e�i�e�� �� �r�posa� C2��.� W�th��a�i�g Pr�posa�s C���,9 Te�egrap�i� Modk�ica�io� �f �ro�vs�ls ��-2.�� Publi� �p��ing a� F�op�sa� ��-�.�� Irre�ula� P�opos�ls C2-2.�Z �isqualification of Bidde�� C3-3 C3��.� C��3.� �3-3.3 �3-3.4 C3-3.5 �3-3�f� C3�3»7 �3�3.6 ���3.9 C3�3.1� �3�3.�1 ��-�3.�� ����.x� �3-3.1d �3-3.15 C4 �-4 �A-� . ]. C4-+�. � ��-4.3 ��-4.A ��-4.5 �4��_6 �4-�4 . 7 ��-5 CS��«1 �5=5.2 CS-5.3 �5--5 . 4 �5-5.5 C5--5 . 6 �5-5_7 C5-5.8 �5-5.9 CS-5.�0 �5-�.11 �5-�.i� ��-�.�3 �5-5.1� CS-5.�5 �5-�.1,6 �5-�5_17 C�-S . J.$ A�AR� AND EX��UTTON �F D�CUMEi�'t5 ��nsis����t�on 4f Pr�p�s�l� � i nv�' f ty E►us i ri e�s En �er�ise W�m�rt�Own�d 8u�iri�ss• �ntergris� com��ianc� �qu�� Ernp�.oy�er�#. Prov�sxons �?it��drawal of P�o�asa�� Awa�Cd o� �vntrac� I�etur� o� �ra�o�a� �e�urit�es Bonds �x��uti.ot� o� Corrtra�t F�i�u�� �o �x���te �ont�r��t 8ec�inr�x�c� Wa�k �z�su�z�n�� Cont�a�tor' � �b�iga�tior�s �e��ly Pay�oXl Cor��racto�r's �or��ract #1��ir�i,s�rati,or� Ven�� 5�0�� ��' WOR� Inten�. of ��n�ract� �o�uments �g�cia� Fr�u�sions Incr�a��d o�e De��ea,s�d ��antk�ies Ri�e�atior� of Co��ra�t ���um�r��s Ex��a Wori� S�k�edu�e �� Dpera�ions P�e�q�ess S�h�du��s for ��te�r a�r�d �es��r P��,�t �'acilitx�s �D�+TTROL �� WOi��C AND M,A"�'ER�FiLS A��#to�ity �f Ez�gineer �ar�f�r�ti��r wi�h �lan� �aor�inatiort of �on��a�t Do�t��nents �oopera�ion o� �on��a�to�e Er�ergen�y ar�c�f�r �C�cti�i,��txar� Wo�rk �ield �f�i�e �os��truc���n ��akes Au�.hori.ty an�l Duti�� of ��tspe�tors insp�ct�ion i��nnoval �f D���ctive aad [�na�th�ri��d �u�s�it�tt� �i���ria.�.s ar Equi.pm�n� Sampl�s �nd Tests a�' �#�te�ria�s �to�a�e Of �ia��rials �xi.stinc� 5tructu��s 2�r�� �J�ili,ti�s �n��r�rupt�.atY of S�rvic� �u��tal Re��ons��i�iey af �oz�trac�ors �le�,�up �'xna� xr�spect��r� ��-2 {�) ��-� (�) C�-� (�] ��-� (ai �2�2 �A) C2�2 �5) �3-3 �l.) C3�3 C3-� C3-�3 C3-�3 ���3 C3-3 �3�3 C3�3 �3r3 �3-3 C3-3 C3�� c�-� C 3 -�'� (1� �1) �2) �21 ��} {�� �QI �41 �4; ��� {7� (7� c�� �6} �4-4 ��i �4-4 [1? �A-� {1} C4-4 �21 C4�� �2� C4-�� { 3 } C4�� �4�} C5;5 �5-5 �5-5 C5-� C5-5 CS-�� �5-5 C5-� C�-� F[o�}c ��-� C5-r ��-� CS--S �5�5 �5�-5 CS-5 �S�-5 �5-5 �11 il} ��� i2) (3� ��) �3l {�� �51 {5} �51 {�) �6} �7} {71 i8� ��) {�} (21 C6-� LE�AL RELATI��S A�� �USL�� ������SIBZL�TY C��fi,l �aws to be �bserve� �b-�.2 P�rrnits anci Y.icer,s�s Cb-fi.3 Pat�nt�d Devi��s, Mate�i�ls ar�d ��o���s�� ��-�.�4 5anitar� �raui.sians �6-6.5 �u�Yi� Safety an� �o�veni�n�� �f�6.b �ri.�i��ges �� �os�tracto�` in �treet�� �llie�s, ar�d Ri.qht-a�-�ay CG�-6.7 �ailwa�r �aeossings �G--�.B H�rr�c�desx Warr�i.�gs and �a��hrner� ��-6. � U5e �f E�plos�v��, ��rop �Je,ight, et�. �5-6.�0 �ork Wi.thxn �as�m�n�s C�--G,11 �t�dep�nd�nt �or��.�acto� C5�6,1� �or�tracto�`� Re��on�ibili�� for F3am�ge C�ai.rns ��-b.13 Con�.r�,�tor's CXai� �or Damages �G-5.�4 Ad��tstm�r�t af Rela��tion of Pu�li.� i�ti���i�s, etc. C6-6.1�5 T�rn�orary Se+a�r D�ain �onne���ians �6-6.].G A�zang�r�ent �r�� �harges a� 'W���� �`urni�t��d hy Ci.t� c�—�. �.�r Cfi��.18 Cb-fi.l� �b-�.�� �G-6.�� C7-7 �7�7.1 �7�7.2 C7�7_� �7-?. �S C7-7.� �C7-7.b C7-7.7 C7-7.8 �7-7.9 �7-7.�0 C7-7. ].� �7-7.1.� �7-7.L� C7�7.�4 ��r—�r. x� G7-7.�� �7-7.�7 [��� a� ��ecti.orr o� Portiort o� tk�e W�rk Contra���r4s Respor��i�ility �a�r 4�o�k �o Wa�v�x' of L�c�a� 1tigMts P�rsonal L��bi�it� of �u�li.c �ff��i��s Sta�.e Sale� '�ax PROSE�U"�'�O�T AI�� PADGR�SS �ublettir�g' Assignm�r�t of Cor�trac� �ros�ct�tion of th� Warlc Limitations �£ �pe�ations Cha�a�t�r of Work�az� and Equipment Wozk S�h��t��e Txm� �� �ommen��rt�er►t 2�nd �ornpletio� Ext��s�o� �f tim� o� �orn��e�ion D��ays '�zme of Coa�ple�io� �u�p�n�i,on by ��urt o�de� T��pora�cy �usper��iorr '�ermir�ation of Cont�a�t due to i�a�i.�n�k Emerg�ncy Sus��nsior� o� A�ar�d�nm�nt af the S���Ck �,nd Artz��l.m�r��. �� C�r�krac� �i��i.11ment o� Cont�ra�� '�e�mx�tatiar� �o� �anveni�nce a� the Onwer Sa:ety M�thod� �n� P�a��.i��s CB-6 MEASUR�1+iEC�� AND 1�AYl�'IENT �9��,� Meas���rn�r�� �f �uanti�i�s C�-�.� L��it P�ices �6mm� �6-6 ��—� c�-� C5--6 ��} (1} cx� ��� � �-� C5--6 f 3 } �6�6 (4? ��-6 {4� C�-b { 5 ) C6-6 (6� ��-G (6} �6-6 {B? C6-b ���) CS-b {10? �6-� L1�} Cf-f i�l} ��—� cx�.� �6-f> {11l C�-�� {i�� C�-�fi ( �. � � �G��S L 1, 2 J �7-7 �7-7 �7�-7 C7�-7 C7-7 �7-7 �7 -? �7-7 C7-7 C7�7 �7-7 ��-7 (11 {1) �iJ (�? {�} {3l (4} L�� �4l �51 �6 � {�) �7-7 (7� C7-7 t71 �7�7 i�) C7--7 ( l� } C7-�7 i��� �8-9 (1) C��S ��� (�? �8-8.3 ���-�.4 C8�8.5 �9-8.5 ��-8.7 C9-8.� �9-8.� �8�9.].0 �B-9.�J. CB-8,1� C6-6.�,3 Lt�mp Sur� Sc�p� of Paymen� �artia� Est�irnates �nd �tet�ai.nage �ithhol[�inc� Paym�nt �inal Ac�epta�r�c� i�ina,l �z�ym�nt Adqua�y of �esi�n Ger�err�� G�tnranty Su�sidxary Woxk Mis�e��ar�eou� ��.ac���r�� �le�ord Uocuroents o� hirit�ri�l C8-8 CB�B �� �8 CB-8 �8-� �B-� �B--B �B-B CB�-B �8-8 �$-$ �1} �1� {21 (31 (31 �31 �41 i41 �S) [51 f5} (41 PRR'�' � � .�rEt��RAL �pt�I�ITI�N� C1-�. I�EP�iV�'�rDNS �E�"�'�QI+T �].�� DEF'IIJ�T�OZ'fiS �3-� . 1 I}E�INiTIONS O1� T�RI�'15 : Wheriev�lC �� t'k�e�� CD�t��ct �o�uraen�s xh� �o�lowing �ea'rn� or gxon�uns �.n place o� th�m ar� used, the �ir�tent �nd �a�anir�g sha�l be ur�de�stood and ir�terp�et�d a� �olYorvs : CI-1.2 C�t���kA�T DDCt]M�NTS: T�e Contract D�cur�ents a�� ���, of ��t� writt�n ar�d d�aw� doc►�m�n�� f�u�h �s spe�if�c�ti�ns� �Q[1��� $€��$Il��i �1$i7�r $�Cr t 'W�3.G`�'Y CJQV�r�3 tkl� ��J'.�S �1lY� �erformance �f th� cor�����t. Tt�es� a�ee �ont�xned �.r� ��ie ��n��al. �ontrac� �oc�m�r��s and th� �pe��a1 C�nt�ca�� Do�u��n�r��s. a. G�k��,RP�� �ONTRA�'T ���UM�i��'�: The �e��ra� �o�tt�a�c� Do��xm�nts c�overn a�� Wat�� �epar�m��t �rojec�s �nd i.nc�ude t�e f��.�awir►g ite�ns : I�AItT A- I�O"],'�CE �"O BID�ER� i�am�l�} PA�t� � - �itO��SA�. (�a�p1e7 FAR`T � - ��I��RAL �D�1�]�TION� {��TX) (���rel.op��e) �ART D - SP���AL �O�iQ�TIDN$ �AR'� E - �P��IFI�ATIO�IS �r���rs/��S�r��r�rs ��t� � - aot��s � s����� � �A�tfi G - �O��RA�'� � �a�pl� } Whi�e �1h i t � C���ry Yel.�aw H�own Gre�� E1-S�'hite E�-�oldez� Rod E�A��hi�e � �lue w�,ite �W�it� b. SFE�i1�L �p�TRA�'� DO�iJMEt�TS: T�e Special Got��.r�.C� �oc�ments are �repared �or ea�h specifi� proje�t as a su��3.�ment to the ��r�e��►� �or�tract Docum���s and inc].ude the following ite�s: P1sI,RT A, - NOTIC� TQ BYD�3�RS above ��t�r a � ��o�os�� � � f d } �ART � - �EI�I�AL C�t�D�T�ONS PART � - $���IAY� ��Nf}IT�D�IS �2ART E - $��C�FT�CATI�NS ��R�ITSf �,ASEM�IJ'�S PART �' - BAt��S ��RT G � �Qt�TRACT {��vertxs�m�nt} �ame as PAR� �T -- P�.Ai�� (Vsual�y bo�n� ��p��ateZy) C1--� (1} �1-1_3 �OTI�E �O �IDD���: A�1 0� t�� �egal pub�xc�ti�n� ei�her ac��all� publx�h�d in pu��ic ad�e�tisi�g m�di�ms or f���is�e� direc� to xnt���stsd parties p��tain��g ta th� work �on�emplate� under th� Contract �ocum�nts cofls�itutes th� not��e to �idd�rs. �1-�.� PRO�4�AL: The compl�ted w���t�n �nd si��ed o�fez o� tend�� o� s bidd�r to �e�form �h� wo�k which �h� �w�e� ��sx�es t� have do�e, �og��h�x wi�h the b�d s�c�r���� �o�st��u�es t�e P���osa�, �hx�h b�co��� �in���g �p�n �h� �idde� wh�� it is a��ic�a��y �ec�i��d by �he �wner, �as be�n �ub�i��y ap�ne� an� rea� and �ot r������d b� �h� Owner. �1�1.5 azDDER: Any ���s�nt ���sanst f��rn, �a��n�r��ip► ca��any, a����i�n, corp�rat�an, ��t �n� d�r�ct�� or ���augh a duZy a�thori��� r��res�nta�i��, ��bmittk�q a p����sal far g�rfo�ming �he w�rk ��nte���a��d un�e� t�e �o��ra�t Do�um�n�st const��utes a bidd��. ��yl.� G��ERAL �O�b��xON�: The ���e�a3 �on�x�ions �re th� usual �onstructzon an� contr��t re��irem��ts whi�� gov�rn �he pe��ormanc� a� th� wor� so t�at �� wi�� be ca��ie� o� �n ��c�rda�c� �ith k�e custama�y ��oc�du�e� the �oca� s�azut�s, a�d re�uir���ne� of t�� ���� of �ort Wo�tri�s �hast�� a�� promu��a��� or�i�ances. Wh�rever the�e �ay b� a��nf���t betwe�� �h� Ge��ral �o�d��i�n� a�d �pecial �ondition�, th� la���x s�a11 take pzece����e and s���i go�e;n, �1�1.7 �F�C�AL CO��ITIO�S; �pe�'ial co�diti�ns �r� t�� s�eci��c requxrements �hzch a�e n�cessa�� for �h� �ar��c�lar projec� c�v�r�d �� t�� �����a�t �o�u�m��s�s and r��t s�ecificaLl�r cou�red i.rs th� �en��cal ����itions , Wh�n car�sider�d w��l� th� �ene�r�l ��nd��i�ns anc� ot4��r e�e�a�nts o� the �or�tract Aoc�m�t��� �he� pro�xi.�� the ir��armation �hi.�k� the ��r�trac�or and Ow�ze� shou].8 �a�re in �rd�r �o ga�.r� a�.ttoroug� knowi�d�e �f �he p�C�je�t . �1--1. B��EC�F��AT���15: T�e �peci�,i�atians i� that s�ctior� �� �ar� o� th� Con���ct �oct�ments wt�i�h set� €ort�i� in detail t�h� rec��ir�ur�n�s wt�i�l� mu�t be rne� l��r a�X material.s� con�tructi�n, �ro�`1[mansh�.p� equiprn�n� an� serv�ces ir� �a��er to r�nd�r a �oropl�t�d and use�u� pr�ject, G�hen�ver re����r��e is mad� �� s�.anr��r� s�e�ificatior�s, r�c�uiat�.or�s, �eq+�x�er�er,ts, ��a�u��s, et�. , su��t re��rred to do�um�nts �ha�.�. �ecome � pa�t o� th� �as�tr�ce Docum�nts just �s thc�uc�� �he� ���ce e�a�o���d �i�ereir�. �1-�..� BOt�D� 'S�� b�r�d or �or��s a��- the written qua�antee a� secu�i,t�r �urr�ish�d by the �os��.�`actor €n� �h� pr�rn�t �nd C�-� L�} faithfui ge��o������ o� �he �ontract and i��X�d� �he fo�low�n�: �. Per�orrna�c� �ond I��� p��agr��� �3-3,7} - b. ��y��n� �o�d {see para�raph �3-3.71 c. �ai�ten���� �and {s�e parag�a�h �3-�.7} d. Pzop�sal o� Sid S�curit� C��� Specia� Instru�t�o�s ta Bidder�, Part A and �Z-�.�� �1��.�� C��T�A��: Th� Co��r��t is th� for�al sig�ed �g������� b����en the �wner a�d the �o�tra�to� �overinq t�e mutual ��de��t���ing of the two co�trac���� parties �bou� ��e project to b� ���p��te� un�e� the ��ntra�� Do�uments. �1-1.�I �LA�3: Th� p��ns are t�� d�awings �� r�g�oducti��s �h�����om rn�d� �� the Owner's �epres���ative s�ow�ng i� de��il t�� �osation, �ime�sia� ��� position of th� �ario�� ���me�ts of the p�ojectrt ���l�ding su�h ��ofiY�s, ��gical c�o����ectio�st l��out di�grams, �arking dr�wings, pre�i������ drawings and such sug�le�en��1 dr��inq� �� the �wrier m�� i��ue to ��arify �th�r d��w���s or for �he purpo�� o� ahow��q changes in �he wv�k �����naftet authorfz�d b� �h� �wn�r. T�e gl�ns �r� �sua�ly �o�nd s�paxa��1� f�o� ot��� pa�ts of the C�n�r�c� Docume�ts, �ut th�y a�e a part �� t�e Cont���� Do�t�m��ts �ust as though th�y we����o��� t�erein. �1-�.1� C�T�: T�� �ity of �o�t �orth, Te��sx a muni�ip�� corpo�at��n, ��t�orized and charte�ed und�r �h� Te�a� ��ate �t�tut�s, act�ng b� ��8 t�rou�h i�s g�ve��i�g body or its ��C� ��n�er, �ach of whx�h x� ���u��e� b� charte� �o p�rforrn s���ifi� d�ties» Resp���i��l��� �o� final ��fo��e��nt o� Contr$cts i�vo�vi�g t�e ��t� o� �o�� �orth �s b� ��arter ves��� i� the �ity Manager. �he terms �i�� �nd Own�r �re gyno�ymous. �1-1.13 �I�� �O���Z�: Th� duly e�e�t�� and q�a�i�ied g�ver�ing body of the �ity of For� �arth� Texas. ��-�.14 MA�OR: The officia�ly e�ected M��o�, �r �� �is �����c�, the M���o� ��o t�m o� the City of Fort �or.th, T����. ���1.�5 ��TY MANA���: T�e �fficially ap�ointe8 �n� a�t�ori�ed City Manac��r o� the C�ty c�f Fort i�orth � Te���; o� � h�fs� duly au��o�c���d repz��enta�itr�. - ��il.lf �IT�[ �TTOR���r: �`he of�i,c�a].].�+ �ppofr�terl �it� Attarr��y of th� �zty a� Fo�t Warth, Texas, o� 3�fs dttl� a��3�a�ixed r�p��s�nta�iv�. �X-�1 � 3 1 �1��.1� DT��CT�� OF ������ WpRK�: �h� duY� appoint�d ��f�cia� af the �xt� ofJFo�t W��th, referr�d �o in the Charter as t�e City Enqi��er, a� hz� duly a�thoriz�d repre��ntativ�. C1-1.18 DIRE�T��. ��TY W�TER DE�A�TMENT. The �uly ���oin�ed �� t��� o� o� th� ���y Water De�artm�nt of t�e �ity �f F��t w��th. ��xas, �r h�s duly au�ha����d r�pres�nta��ve+ �s�istant, o� a�en�s. C1-1.1� ENG����R: �h� pire��o� of �ubXic �or�s� the �ir�c��� �the Fo�� wort� ��t� Water Dep�rtm��t, or ��eir duly a�thari�e� assist�n��, �qe�ts, en�ine�zs� inspe��ors, �r �u��r��te�denGs, acting �ithin the sco�e �f ��� par��cular ��ti�s �nt�u�ted to �h��. ��-�.�Q ���TRAC���= The person, perso�s, �art��rsh��, CO��d��� �lr�i �3S�C����Q�� O� C�I�O����O�t ���$X��� lri�q � can tr��t w�th th� �w�e� �o� �he ex�cution �f the ���k� �cti�g dire�t�y �r thrau�h a d�i� aut��rzzed r������n�ativ�. A sub�cont���tor is � p��son, #���r corporatio�+ ar o����� under �on����t with �h� grin��pai c��tr��to�. �u�pl��n� lsbo� a�d �ateria�s o� o�ly ��bv�, for wo�� at the sit� o� t�e pro���t. � ���.�� �UR�TIE�: �he ��r��ra�� bodies w�ich �re bo��d by s��� �a��s are r��uired with and far t�e Cantr�ctor. Th� sureties e�gage� �re to be ��1�� �esponsi��� �ar t�e �n�z�e a�d satisf���oxy f��fiX�rn�n� of the Con�ract �nd for an� ��d ��1 requir�m���� as s�t for�h in the �����act �o�ume�t� a�d apgrov�d c���ge� th�rei�, Ci-1_�� ��� �0�� 0� F���E��: �h� cornpl�t�d work conte��la��d �� and c��eted b� t�� �o�t�act Docume�t�f i�cl��in� �u� �o� lirnit�d Co t�e fur�i��inq vf aIl l�bor, mate�ials, �o�ls, �����ment, �nd inci8��t��s n��essa�� �o pr��u�� a cornp��ted a�d �ervicea��� p�oje�t. �1��.�3 WOR���� ���: A worki�q day is de��ne� as ���X��da� da�� n�t i�c��din� �aturda�sx Su�days, and l��al �olid��srt �n which �he weather o� o�h�� �o�d��xans na� und�s t�e c��tr�l of th� �antr�cto� ��rmit the per�o�m��ce o� th� ��inci�al unit �f work far a peri�d �� n�� �ess than ����n �7} honrs betwe�� 7:�� �.�. and �;p� p.�_, wxth exce�ti�ns as p�r���t�d �n ���agr��� C7�7.�. ��-X_�4 C��E��AR DAY�; A ca�e�dar d�� �s �ny d�� �� t�e w�ek or month, n� da�s ��in� exc��t�d. �1-1_�� ���AL �OLI��Y�: �egal h��ida�s s�a�� be �r�s���be� �� th� ��ty �ounci� of the ���y of Fa�t observ�nce b� �i�� �m�l�yees a� €ollows: obse�ved as ��rth for ��-� {�� �. 2. 3. 4. �. 6. 7. B. 9. ��� Yea�'s Day M, L_ ����, ��r. Birthday �emor�a� �ay Zn�ep��d���e Day L�bor ��y ���nksgivi�� Da� �ha�ks�ivi�g �rida� Chxist�as D�y S��h o�her da�s hol�da�s as th� �a� d�ter���� �a���ry 1 Third Monday k� J�riu�ry �ast �onday in May . July 4 Fir�t Monday �n �e��e���r F�urth ���rsday �� �o��mb�r Fourth �riday �� �ov��h�� ��c�m�ar 25 �n lieu of Cit� �ou��il ���� o�� of t�e a�ov� �am�d �olidays or a special ho�i�a� is d�c�ar�d �� ��e �ity Cou�cxl, falls oh S�turda�� the holi�a� s�all b� ob��rv�d o� t�� prec�d�ng Friday ar if ft �al�s on �unda�, it shall �e obse��ed an ��� fol�����g Mo�day, �y tha�� empl�y��s �or�x�g on wor�inq d�y ope��tions. Em�loy��s �o��ing ���endar d�y o��rat��n� wi�l con�id�r t�e ca�en�ar ho�ida� as t�� h��ida�. C1-1.�6 AB��EVIA����S: �herev�x the a���evx�tions defi�ed hezei� a�pear i� �ontract �acurn�nts, t�e iatent a�d ������� s��Xl be as �oll�ws; AASiiTD - AS�E - LA� �- Pi$TM - ,1�1WWA - A.��1 - H � -- Aap�, . A�e- Hlvd. �� CL �I Li.r� . Y�. �fl M�x. Am�rican Asso�iat�on a� MGD 5tate �ii��w�y Trar�sportati�� �f�ic��ls Ameri�an 5oc�.�ty o� �ivfl Engi�eers Ir� J�ccordan�e Y�i�.� Am��'i��n S��i.�t� �f T�sting M2��erials A,���ican �a�.er Yro�l�� As�ociation Ame�i��n Standards Associat�.on H]�draul�c �nst�.tute As �hal � �,ven�e 8o�r�evard C�st �r�n Cent�r Lis�e Galv�rii�e� I�on Lir���r or Lineai P�unc� Manh�Xe �a�cimum - MiXXion �a�lo�s ��� ��, y CFS - Cnbf� Foo� per S��or�d Mi�. _ Mor�o . -- � � � - �.�. - E�ev.- F � C � �n f .. F�« " St. - C�[ - Yd, - S � �- L.F, - D.�. -� Mi n imt�m Manoli�l�ic P e r c e�t tu�n R�d�us �r��f da Diaute��� p.D. - O�tsi.de D�.�meter �I,��ation Fahre�heit Centfgrad� Inch Fq�t .� S��eet Cub�� �fa�� Ya�r� Squa�� Xa�� �.inear goo� U�t�t i le I� on �1-�] i � } C1-�.27 ������ DRDE.R: A"��an�e Order" is a writ��� s�pp�ern���a� agre�rnent between �he Own�r �n� �h� Contra��or coverinq some �dded o� de�����d xt�rn ar feat��� wh�ch �ay��� �o�nd n�c�ssary and w��ch wa� �a� s�ecifi����� i�c�uded in•��e sc�pe o� the prajec� a� w�i�h �ids w�re submktted. incre�se �� un�� quan�i�xe� ��a��d in the p��gosal ar� ��t �he s�bj��� �at��r o� a Ch�n�� ��der �nX�ss ��� incre�s� or de��ea�e is �or� �han 2�� of ��e �maunt o� the �a�ti�u��r it�m or ite�� i� the o�i�i�a� pro�a�al. �11 '��anq� ��d��s" sha�� be pr�pared �� the ���� ��om i�f����ti�n as ��c�ssar� fur�is��� b� the Cont���ta�. Cl-�.�8 PAVED S�RE��S AN� ALLEYS: A paved str�e� �r ����y sh�l� be def���$ �s a street or all�y havi�� one of the fo�lowi�g t�p�s of �earing sur�aces a���x�d over the natural un��praved sux�a�e: 1. ��y ty�e of as��aXtic c�ncr�t� ��t� �r ���hout ����r��e base m��eria�. 2. �ny type o� �sp�aX� surf��� t�e��me�t, n�t including �� oi��d sur�ac�, �ith or wzt�o�t se�ar�t� base �a��ri�Y_ 3. Brick, wz�h v� �itho�t s�parat� �a�� �aterial. �. Conc�et�, with or �it���� separat� base rnater�al. 5. Any combi�a��on o� th� above. ��;1_�� ����VED �TREE�S �� A�.LEYS= An u�pav�d street, a�ley, roa�way a� o��e� s�r�ace �s a�y a�e� exc�pt �h�se defxned ab�ve �or "Pav�d Str�ets and Al�eys," CJ.-]..3U CI'i']C ��R£E'T�: A city s���et i� d�fined �; t�h�� area b�tween the ri�ght-af-�r2��► lines as t�e s��ee� i.s d��i.ca�ec�. �1-�1.3Y it0]4��AY: pa,�ml.�e� lir��s tw� {4'1 fee� ���k of exists. The �'aad�r�� �s def in�� as the area ���w�en ��'� fe�t back �f �h� curb lin�s or �our th� �ver�qe edge o� pav���ent w���e no curb ��-�..32 �RAVEL STR�ET: A qza�rel s����� is �ny t�r��a��r�d �tree� to w�i�� ri�s b�er� added �n� �r m�re ap��xcativn� o� q�rav�� or si�ailar r�a��rf�]. otl�e� t�an the n��ural rn�►��r��� �our�d �r� th� s��reet s+��face b�fo�e arsy improvernenk w�s made. �i-1 i61 s�c�zo� c - c������ ��x���xo�� ��-Z ��TE��RETATIp� AND �REPARAT�QN �F �ROP�S�L SECT�ON C2�2 I�TER���TATI�� AND PR��ARATZON 0� PR��DSA� ����.1 ���PO�A� FORM: �he Dw��� ���I fur�ish bi�de�� ��th pro��s�l �o��, whic� wiil �o��a�� �n ���m�ze� l�st o� the item� of wox� �� b� �one o� rna�e�ials to be f��n�shed and upo� wh�ch bi� grices are r�queste�. �h� �r�posa� �o�m wi��1 ��at� �he �idder'� genera� ����rstanding �� �he-praj�c� to be �omp�e��d, pro�ide � s�a�� €ar furnishin� the a�vu�t �f bid s�curity, �nd �t�te the �asis for ����r�nq into a�ormal cantr���. T�e Ow�er will �ur��sh fo�ms £or t�� �idderrs �Experx���e ��ca�d," „�q�kgm��t S�h�dul�,* ��d "Fina�ci�� �tat�ment," all a� w��c� mu�t �� p�op��l� ex��ut�d �nd fi�ed wx�h �h� �irectar af the �it� �ater Depa��me�� ane we�k ��f�r to t�e hour for o���in� of �id�. ��e fin�n�iai s�a��me�� �e�uir�d ���x� hane be�� p�epa�ed by an inde�en�ent �er�i�i�d �ublic account�nt ar an ind�p���e�t p�b�i� a�coun�a�� �o�d��� ��a�id �ermi� issu�d by an ap�rop��a�� state lic�nsing �ge���� a�� �ha�� h�ve be�n s� �z�pa��d a� ta reEl�ct �he ��rre�� ���a��ial status, Th�s st�te��nt m�st be �urrent an� �ot rn�r� �h�� on� I�? ��ar ol�. Tn the c�s� t�a� a�����ng dat� f�l�s with�i� th� ���e a new state�ent i� be��g prepa�ed, t�e �r�vio�s stateme�t s��1� be ��d�ted b� pr���r v��ifica�io�. Li��id ass�t� in k�e amo�nt of t�n (�Q�} p���e�� �� ��� e�tima��d pro�ect cost ��YY b� r�qu�z��. �or a� �xperienc� �e�ord to b� consider�d to be acceptab�e �o� a��ve� �ro�ect, it must ref�ec� trie e�pexx�n�e a� th� f�r� seeking g�a�i�i���io� in wor� a� both the sam� �atur� �n� m�g��t�de a� t��t of t�e p�oj�c� �or whi�h ��ds are tv b� re�eived, and such expe�i�n�� mus� hav� b��n �� pr�ject� �om�l��ed not mo�e-t�an fiv� {5� y���� �rivr �o �he da�e o� wh�c� are to �� r��eiv�d. �he U����to� of t�e w�ke� d��a�tme�t sha�� �e sol� �ud�� �s �o �h� ac���k�bklit� o� experfeflc� for qu��ification �� b�d o� an� �o�t �orth �at�� �epartia�nt pro���t . The prosp��tive bidd�r sY�al� ��k�ed�t�e the �quiproent he h�s availabl� �ar t�e project �►r�d s�.�t�� �hat h� wil�, r�rt� e�cri z�d���.i.ona� equi���nt as �sa�� b� requi��d t� �omplete tl�� ��ro�ect on wrtt,ich h� subrnits a bid. C2-�. ��3JTERi�RE"Fi4T��N �F QUANTITIE�: 'Y'he qt�antz�.�e� af wor1C ar�d �ater�a�s to be �urr�xshed as may b� Ii�t�c� xn the pro�o�a�. C2--���1 ��r�s o� other pa��� of th� �o�t�a�t Documen�s wi11 be consi�er�d �s a�ar�x�mat� on�y a�d w��� �e �sed f�r th� p�r�os� o� compar��g �ids o� a u�if��� b�sis. ��yment wi�l �� made �o �h� �ontra�t�r f�� on�� th� ac���1 �uan�fties �f woik p�r�orm�d or zaaterials ��r�ished �� a�rict �cco��an�� wi�� th� �vntrac� Aocu�ent� a�d Pla�s. �h� q�antities of �o�k �o �� p�rform�d and mat��ials to b� fu�nis��d ma� �e in�rea�ed or dec�eased as her�ina��er pro�id�d� wi�hout i� any way ���alida�ing �he ���t pri�es �i� o� a�� ot�er re��ir��e�ts oF the Co��ra�t Do��m����. ��- 2. 3 E]CAM�iQA"�'x�N �F CO3�7'TRA�`!` �OCUMEI+�'�`� A�1D ��TE OF PROJE��`; Hi�d��s a�� ac�va.s�d that �h� ��nt�ac� Documen�s �n �il� with th� �wn�r ��al� c�r�s�.itut� alX of th� informatioz� wh�ch �h� Owner wz�� furr�ish. ]�,�� a���iti.or�al in�or�t��ion az�c� c�a�a which �he �awne�r wr�� �z�gply af�er promulg�,tior� of tt�� �vrt�al ��r�tract �o�um�r�ts sh�l� be issued ir� the form o� w��t��n ad��nda ar�� shaS.�. become part o� �lte Contr��t �o�u�en�s ju�t as thoug� such add�nd� r�e�� z►�t�ally �+�r�i�t�n ir��� �h� ��ic�is�al �on�ra��. Do��sments . Bid�ers are regrsi��d, prio� to th� �i.�in� o� prop�s�,l, t� reac� anc� hecasn� �ami�.i�r wi�h t�e Coz�����t Dvc���n�s, t� �tis�t �.he ��te o� tY�e praj��t ar�d ��ramin� �ar���l�]� al� l�ca� �andit�ons, to ir�form th�mse�.v�s b�+ t�h�ir own inc�e��rrd�nt ��s�arch and inves��gati.ons� tests, �oring, an� b� �uch �th�� m�az�s a� ma�r t�e ne�e�sar�y �o gain a��rnple�e knv�Ae�c�� o� th� �onditz�rss wl�ich wi.�3. b� �rr���tnt��'�d du�ri.�� �t�� �os�structz�n o� th� �roj�ct. Th�y must �udge �ox thern�el�r�s th� dk��icu�ti�s of �t�� +�o�l� and a1k attersdin+� �ircu�nsta�ces aff�ctin� the cost of dain� th� w�rl� o� �he tim� req�ir�d fo� its c��,p7.etio�, and �btair� �11 i.rsf�rrnation required ta axalce ar� ir���].�i�errt �r�posal. �o informatian given �� th� Owr�er o� an� ��pr�s�ri�ative a£ the �wr��r �ti�er tha�x th�t caz�tai��� i.�t t�i� �on����t D�curner�ts �nd offici.�l�y pror���qated add�nc3a ther��a, sh�Xl be b�r�ding �p�r� th� ��►n��. Bidc��rs sh��l r�Iy ex�lu�ivel�} and soXely ��xon the�r own estirrk�t�s, investiqation, res�arct�, test�, �xplora�fons, ar�d �the� data whi�h �r� neces�ary �ar f�Yl anc3 ca��I�te information u�o� +�hic�x ��� proposal is ta be �ased. Y� fs mu#.u��ly a�g�eed �hat the subr�iss�an of a p�oposal �s pris��-�2��i� �v�.d�nce tk�at the bidd�r� ha� rua�e th� inve�ti�ations f exa�ain��ior�s an�3 ��st� h���i�, ��qu�r�d. �].ai�ns for a�d�tior�a� cornpet�sation due to �rariations b�tweez� �or�di.ti,ons a�tual�.� encour�ter�d zn con�t�uction ar�d as indic���d in th� ��nt�r���t Do�um�nts will t�o� be allowe�_ The �oqs of Soil ��rirsgs, i.� ar��►, s�so+�ing on t�e plans ar� �or gen�ral ir�forrn��i�n onl� and �a� r��t be corr�ct. Ne��h�� �he C2-�f�� Ow�er �v� �he ��gin��r g��ran��e th�� ��� data sh�w� xs z��res�ntative o� co��itions which ac�ua��y exi�t. ����.4 ��S�YTTYNG O� PR����A�: ��� �id�er sh��l su�mi�-�is Pro�o�al on t�e form f���xs��d b� �he Owtx��. AY1 b�ank �pac�� ap�l��a�le t� the praject ��nt��n�t3 �rx t�he for� s��31 �� �orrec��� �illed �n ar�d the �idder �h�ll stat� t�� I}I1G'�� i �ritter� irx ittk in both wo�'t�s a�nd r�u�nera�s, �t��e whi�h i�e prop���� �c� do �h� �rork cor�tea���ate� �s� �u�r�ishe tt�e c�ate�ial� required. All �each p�ic�s shall �� written legi.bly. �n �as� of d�sc�e�a��x�y� k�etweet� tY�e prfc� writte� x�, w��ds �nd the p�ei�� w�xtt�n i.r� numerals, ttte p�zce mast �,dvan�ac�e�rs� to �h� �ity �h�11 govern. �f a p�e��osa�. i� sub�i���d by an indi�ri�i�al# �fs ar i�er n�m� must be s�.gn�� by t�irn {her? or h�s �h�r� duly aut�ori��8 �ger�t. Y� �'�ropasa� xs submitt�d b�► ����rax, assaciati�n, or �a�tr�e�shi.p, th� r�aroe and �ddress o� �a�ck� member mus� b� qiv�r�* and the prop�s�l rnust b� �iqn�d �y a mernl��r of th� firm, �ssociation, o� parttte�ship, or by a pe�rson d�l�r at�tttori�e�. If a g�o�asa� i� �u�z�itted by a�om�an� or co��o��tion, ��,� com��ny o� corpo�ate r�am� aad be��ine�s addr�ss m�st be c�iver�, �nc� ti�e p�opo�al sign�d �� �n �f�i��al or dx���► �uthorized �gent. The carporate seal mu�t �� s�£x�ted. Pow�r �f A�t��ney r��tl�ori�zr�g �,g���s o� athe�rs to sign p�opo�al mt��� �� �rop�r�,y ce�rt�fi�d and must be �.r� �r�iting ar�d �ubm��.�.ed w�th t�se gro�rosa�.. ��-�. � 1��JECTI�N OF PRO�OSA�.�: Propo�als may be re�ect�d if �� �how any alt��ati.on of woz'2�s or ��gt����M a��i.t�ons not �a�1�d �or, ��nditior�al or unc�lie3 fo� alterr���e bids, incampl��� k�ids� e��,�t�rest o�r �zr�c�ularities o� a,n� lc�r�d, or �onta�i�t x�r�ba�.�nc� val�ae of any it���. Pr�po�a�, ten�er�� o� delfve��d �fte� the off�.��a�, tirn� des�gn�t�c� ��� recei�t o� pr�posal s���l b� r�turr�e� �o �h� Bidder esno�er��d. C�-�.� HI� �E�i�R�T*�: �Ja p��posal wi�.�, b� �ons�c�e��d �r�1�ss i� is a�cor�par�xed ���Pro�o��l �e�uri�y" of th� �h�r�c��� a�c3 �,n �he arnourtt ir�di���ed i,n th� "�ioti�e to Bidd���" a�d� the "�ropo�a�1." T�� B�d Sec��ity �s required ��r �he Owr��r �s ev�.dertce af gooc� fai�3� �n th� p��� o� �k�� �i.dd�r, and by w�y of a c�uaran�� that i� �wa�d�d �?�� cott�ra��. f�h� Bidder wi.�l� witl�i.t� �he requir�d t#.rn� �xecute a���tn�]. �or�tract �nd furr�isk� �he ��quir�d per�orr�ar�c� and ath�r bott�s. Th� bid sec��it� o� �he t���� Lo�es� �i�d��s +�ill be �e�air�ed t�r�ti� the ��ntrac� is �w�rded or ather d�sgasi.tia� is made tl��reo�. Tl�e �id secu�r�.t�r �� a�.� ����r bidclers may be r�turned prom�tly a�C.�r th� ����r�,�s of �ids. ��-2f3) ��-�.7 DE�����Y 0� P�����ALs N� �rp�o�al wil� �e consider�� u��ess it is d�I�v���d, acco�p�nied b� �te ��ope� Bi� Se�ur�ty, to the �it� �a�ag�� o� h�� reg�ese�tativ� in ��e o�f��i�l pla�e a� ��sin��s �s �et fo��h in the ��otice �a 8i��ers." �t is the Bidd�z'� so�e r�s��nsibilit� �o deliver �he proposa� at �h� �rop�r tirne to �h� p��per pla�e. T�� rn��� ���t that a prapos�� w�s dispatc��d will �ot b� co�si��red. �he Bid�er m�s� �av� the proposal actua�l� d�li��z�d. E�ch propo�al s�all �e i� a sea��� ��ve3�pe pl�inly mar�ed w�th the wvr� �F��PO��," and t�� nam� or descriptio� o� the projec� as ��si� �at�d in �he ��ot��e �0 8idders,# Th� �nvel�pe shall b� �d���ssed �� the ��ty Ma��q�r� Ci�� H��i, Fort Wort�, Texas. C���.B WIT�D�A�I�� ��OPO�AL�: Pro��s�l� aceu���� �i��� w�th the Cit� Manager �a�n�� b� �it�d�awn pri�r to the ��m� ��� ��� opening �ra�os���. � r���es� �or ��n-�o�sf��r���on af � propasal must �e ma�� in writ��g, add�essed to th� City Ma�aq�r, a�d filed �ith hirn p�io� to the �im� set �o� t�� ope��nq oE p�o�osals. After a�� p�opoaals no� �equest�d �or no�-c�ns�d��ati�� a�e ape��d and p�b�ic�� read �la�d{ t�� pzopos��� fo� wh�ch n�n-consxd�r�ti�� requests have bee� gro�e�l� �z�ed ma�, at t�� o�tion of ��� �wae�, 6� r�turn�a �n�peri��. C�-�,� TELE������� MQDIF��A��O� OF PR�PO�A�.�; A�y �i$der rna� modify his �r�posa� by te�e���ph�� ��m�u�xc�t�on at �n� time �ri�r �� the t��� �et ��r a��nf�g p�o�o���s# p���ided s�ch t�legraphxc c�mm�ni��tian is r�c��v�� by the �i�y Manage� p�ior to th� said proposa� ope�ing �irn�f a�d pso�i��d f�rt�er, �hat the City ��n�g�r i� satxs£�ed �hat a���t�en �nd dul� authenti��t�d �v�f�r����on vf �u�� ��legra��ic �o�anu�ic�tio� ove� �i�e signatuse of tt�e �i�d�r +��� mail�d p�e�,o� t� th� px���os�� openir�� �i�t�. If su�t� cor�fxx�matior� �s r��� rece�vec� wi�hir� £a�ty-eight �4FJ� hours after t�e �ro�osal op�r�x�g tfm�, r�a �u��her cor�sa.derat�ion w��� b� gi�►en to �he p�ro�o�al. �2-�.10 PLlBiIC �PENi�1G (3F �RQPO�I�L� �ro�as�l� wY�ic3� have beer� prvp��].y �i�.�d �nd �o� wh��t� �ro "?�ax�-co��id�ratioa R��ue�t'� h�s ��en r�c�i.ved wi.ii �� pu��icly op���d at�d �ea�d aloud by t�e City Manay�r ar hi� authori��+� ���r�sen�ativ� a� th� time a�xd p�.ace indica��d i� ��e "Notic� �0 8xdders." A�i pr���sals ►rhi�h h�ev� ��e�r o�ened �rnd read will remain on �ite w��h �l�e �wqer ur�til �he contra►c� �as i�eer� award�d. Bi�der� o� �h�ir �u�i�o�i.aec� �re��res��xtati�r�� ate i.n�rite� to �� present fo� th� op�r�i.r�q o� bi.ds. C�-�_lJ� If�f�E�U�A,�t �1��PD�AS,�: ��o��sals sh�l� b� co�sider�d a� bei.r�g ����ec�u�ar" if they st�ow any nmissi�r�s, a�tera�xvr�� o� �o�m, a�dit�anst or cor�ditions rrot caile� �or, +��xa�th�ri��d alte,rn��e l�ids, or irz��qu�la�ities o�' an�r fcind. Kowever� tl�e C.�-��4� �w�er res���e� the ri�ht to wa��e any and �11 irr�qu�arxties a�d to �ak� t�e award vf the c�nt�a�t to the �est i�����st �� the C��y. Ten�e�xng a prapo�al a�te� �he c�osi�g hour z� ari �rre�ularity w�i�h �anna� b� waived. " C2-�.1Z D�SQUA��FI�A��4N �F �IDD��S: 8idd�rs m�y b� d�sq�al���e� a�d �h�i� gx�po�a�s ��t �o��x�ered far afly of, bu� not limite� �o� ��e �o11��i�g ��aso�; a. R�asons �or be�ievi�� that c�l�u�zo� e����s amon� �idde��. �. �e��o��b�e �ro�n�s �or b��i�vi�g ���t �n� �id��r is ��ter��ted �� �o�� �ha� a�� pro�os�l �ar wo�k c�n��mp�ated. c. The b�dd�r �e�ng �n�erest�� �� any ���1�8�1�R , ac�air�st the �wn�r a�e �rhere �he ��►n�r rnay hav� a c1�im ac��inst ar be ��g�c��d in litig�tion ��ainst �h� ��i�d�x�, d. TE�� �idder beit�g in arer�ars �n any existinq caz�t�a�t o� l�avir�g d�faulted or� a p�evio�s c�rt��.z�c�. e, Tk�� �i.dd�� havir�q per�o�r�n��1 a pri.ore �antra�t in �r� un�a���factor� manne�. �. Lac1c of com��ter�cy as �ev��3.ed b� t�h� f�n$n�ial ���,t�ment, experi���e reco�d, �quigrnent �che�+�l.e� and su�t� �nqui,ries �s the Ow�e� raay see ���. to m�k�, c�. Un�om�let�d wo�k wh�.��� ir� �.t�e ��xdgrn�nt a� �.t�e O�n�r� wi�� pr�ven� or hi.nd�ae ti�� p�ompt �ompl�tior� o� �ddi�xan�,J, work i� aw��d�d. h. �h� bidder nvt �i��.n� wi�h th� �wnex', os�� w��k xri advar��� o� the ho�tr �f th� op�ning o� p�oposals the fo�lt�winc� : k. Fi.nancf�l �ta�emen� ��iowing ths �i�ar�ci�►1 conditzo� o� tt�e �id��� �s specif i.�8 in F��r� #�" -� �p��ial �r��tr�ct�o�s . �. A curren� ��cper��n�e rec��� shawfr�g es�p���all� �t�e� proae�t� o� a natu�� similar to the on� uz�d�r consi�er��iot�t whi�h h$ve �eer� succ�ssful�,y cam��.et�d �� �h� �i��e�. 3, Ar� �q�xpm��� sch��t��� showxn� �he equipmen� th� bidder h�s avail��l.e fo�c use on th� ��eoj�ct . Th� Hzd Prapos��. �f x� bidc�er who, i.n th� �ut�gm�nt of �h� Enc�in��r, is c�i.�qua�i�i.ed utxde� the �rec�uzxements ��at�d h�:e�r�, sha11 be s�t a��.rle and not opened. �2}���? �ART C - �E�ERAL C��D���ON� C3�� A�A�A A�D E���U���� �F DOCUMEN�`S �E��'��� ��-3 AEi'�?ARD AN1� �7CE��]'�'I��1 �1� ��C�N�N�'�: C3�3.1 �0�1SYDE�tA'�I�N OF PRO�OS]4i5: A£ter �roposals have b�e� opeaed a�� read ��ouc�, tt�e progasa�s �t�il� b� �abulat�d or� �he ��sis af th� quoted p�i.��s, tkr.e quart�.#ties shown ir� the ���posal, an� the �ppl�cation of s�sch �o�mu�as �r o�h��e m�t��d� o� br,�nqin� i�.�ms to a com�nor� ba�s�� as ma� be esta��i.�he� in the �ar�t�act �oc�,t�ents. T�e tot�,X �bta�ned b� t�k�n� t�1�e sum of �h� products o� t�nit ��ices'quoted a�d th� �s�i.rn2�ted q�a�ttft�es p�us an�r lurnp sur� �. tems ,�nd s uci� o���r quot�d �rnour�ts t�s rnay ent�r f nto tl�e �ost �f th� cvm�l�terl pro�ect wi,�]. �� ���sic�e�r�d a� �kr� aa�ou�t o� th� bid. Unti.l th� �ward of th� c��t�ae��ct 3.� snade b�► �t�e �wner, t�t� right wiZ� be res�r�red to reje�t ar�� or a11. propa�als and wazve t�ch��ca�.ities� �o re-advertfa� for h�w �zopo�al�, vr t� proc��d �►ith �.h� wor1� �ir� �ay r�2�nner a� ma�r�� consid�r�� for �he ��s�. int��es� a� the O�r��r. C3�3.2 M�3��R�TY BUSIN�SS �NT�RPR�SEfWO�i�N--D�N�f� BUSIN�SS �N�`�R�RIS� CQMPL�Ai�C�: �antrt��to� �c�€ees �� �rovide �o �wn�� , �xg.on r�qu�st, co�np�ete an� �ccu�ate ir��vr�aa�i�►� �ec�ard�r�g a�t��l wo�1t p�r�orm�c� b�► a M�no�city �uafr�es� Ente�p�cise {l�B�� ant� or a a► Wom�n;o�tr��d Bu�tt�ess �rtterp�r��e {#�BE� on �he c�ntra�t ar�d �h� �aymen� th�re�o�. �or�tra��o�c furth�� �grees, u�or� reques� by Owr���r, to al�o�r �r�d a�dtt a�n��or �r� �7�34n1I3d��i�I] o� �r�y b�o}�s, re�or�s{ o� �i�es in the �ossessi�n o� �or���e�c�a�r the�t will substar���at� tY�e �cCuml w�rk p�rf�r�e� b� the ��E o� w�E. An�► trtate��a� roisre���sentatio� of an� n.at�r� wi �.�, b� q�eotxnds ��� t��rminat�o� o� ��e cor�trect a►�d for it�i����ing ar�� a�tior� und�� ap��opriate ��d�raJ., s���e o� ���a� laws �r�d o�dinan�es ���at�.s�c� t� ��I�e ataterne�ts; fu�rC,k�e�, any such �is�repres�r�t�ti.or� nna�r b� grour�ds �or 8i�q�z►�.ification o� �on�racCor �C ��aner's �ixsc��tion for b�ddinc� or� �utu�e Cnr�tr�►�ts with the �waer fo� � perio� of time a� �o� ].ess tl�at� six �fil m�n�t�s. ��-�.3 E�[]AL E�P��'��S�I�T PRO'��SiOI��: The Cor�t��ctor �teall �oz�pl� with Curr�nt �it�r ��e�inar��� �ro�i.3�iting di���irnxna�ion in em��oy�aer�� �r�cti���. �3-� fl1 The �o�trac�ar sh��� post th� re�uire� n�t�c� to t�at e��e�� on th� project sx�e� an�, at his req�est, �i�l be �ro�i�ed as�istanc� by the City o� �Q�� ���t�'s ���al �rn�lo�m�nt p�fi�er w�o will r�fer e�� qualzfi�� a�plicant �e ma� hav�.on fi�� in hi� of�i�e �o t�e ��n��ac�o�. Ap�ropr��t� �o�ices ma� be a�q���ed fro� the E�ual E�gloyme�t O��ic�r, �3�3�� ��TBDRAWAL 4� P�O�Q�AL3: A�t�r a p��pasai ��� b�en �ea� �y the �wner it can�a� b� �ithdraw� b� ��� Bidde� within fo£ty-�i�e (4�.� days aft�r t�� �ate �� whi�� �he gropos��s ��r� open�d. C3-�.� AWARD �F �O�TRAC�: The Qw�er ����r��s �h� ��g�t �o w.ithhold��na� ��tion o� the pro�osa�s �or � r�asanable tirn�, �o� to e�c��d �ort�-��u� �451 days af��r �he �at� af o�en�ng pro�asals, and �n no event wi�� �n award �� �ade �ntx� a�t�� ��ves�xg a��ans �a�� b�e� made as �o the res��n�ib�l��y of th� p�oposed aw��dee. �he �w��d of th� �ontrac�, x£ �� ���rd is m���� wi11 b� to the �owest a�� b�st res�o�sib�e �idd��. The ���rd o� the contrac� �hall �at �ecome ef�e�txve unt�l the �w�e� ha� �ot��ie� t�� �on�r��tar in writin� a# s��h �ward. �3-3.� RETURN 0� P�Q����L S���R�����: As �o�� �� p�oposad price �o�als h�v� �e�� det��min�d �o� ca�paris�n o£ bi��, t�e O�n�� �a�, at x�� di�c�etiont return t�e p�op�s�X ��curi�y which acc�m�a���d t�� proposals w�xchw �n �ts jud�m�n�, wo�ld not be co�s�d���d f�r the awar�. �Y1 �ther pr�pos�� securr�i��� usu��ly ���s� o� the �������o�es� b�dd�rs, will b� �e�ai��d by the Dwner �ntil ��� ��quiz�8 ��n��act ria� b�en executed and ���d furnis�ed or the Own�� �as oth��wise �ispv�ed af t�� �ids, after wh��h t�e� �iX� be ��t���ed b� t�e �ity ��cret�ry, C���.7 S��DS: ���h �h� �x�cutio� a�d de��v�ry of th� �ontract Docum�nta, th� �on�r�,ctos s�al� ��rnish to. �nd �i.l� wx�i� tl�e �wner in ��� aroount� �1�f�lfl re�ui.�ed, �he fo�l.ov���g bo�xds: ae. PERF�RM�NCE HOi�i�: A good �nd S�1££i���r�t perforzaan�� �oz�d �rt an amo�xn� r�ot ]�e�s ���n l0U p�r�ez�t af �h� a�maunt o� �Y�� �ontract�r �,� �rr�dence� ��r the p�oposai tab�J,���or� ar otl���wise, gu�rasxteei.nq �he ��11 and €af�h�ul e�ce�e�tiort of t�h� wo�'1� a�nc� ���f��en�anc� o� ti�� ����ract, �,nc3 for th� �rotectxon �f the Ow�ter ar�� all o�her �ersons �qainst damag� ��r r�ason of ne�lig�r�c� o� th� ��rrtr�ctor, or impr���r ��ecution �� �k�� w�rk or the �se o� inf�riar ma�e�r�a�.s. This �erform�nc� �3�'� (�} bo�d �h��� g�arantee t�e pay��nt �a� a1� Xab�r, ��C�i1��5i ��uigm�nt� su�gl�es, and serv�c�s use� x� the ��nstr�ctio� a� t�e wox�� �n� shall r�main i� full force an� ��f��� unt�X pr��ision� as abov� stip�lated are ac��m���sh�� a�d �ina� ��yment' i� mad� �� ��e pr��ect b� t�e City. �. �Ar�TE�AN�� ���D« A ���d and suf�ici��� rnair�tenanc� bond, in tt�e amo�nt of r�o� l�ss th�r� I0� �ercer�t o� th� am��r�t of t�� con�ra��, �s ��,idenced �y �he pr�p�sal tabulatian or o�tt�r�ris� M c���rante�iz�q th� �rompt, full �nd �ait�f�I per�o�rnar�c� of �h� �en�ral g�aranty wk�ic� is set fo�th �n ��xraq�rz��k� C8-9.10. c. PAYME�'"Y' 80t��: A goad �nd �u��icie�� p�ymer�t bond, ir� az� amot�nt not less th�,r� ].�Q �e���z�t of th� �roount of eh� cont�'��t, �s ��rid�n�et� by the �ropasa� �.�b�tl�tior� ar O�II$�YJ1SBr c�uar�r��e�ing the prompt, f��I and �aittxf�], payment of ��.� cla3.raar�ts as de��n�� in #�ti�le 5I.6�, R�vis�d Civil. S�a�t��es of '�e�as, �9�� f as am�nc3�d ��r Sous� �iI1 �4A Act� �f,th �egisl��ure� Req�lar ���sion, ],�5�, ef���ti�r� �►p�i.1 �7, 19�9, and��r the �a���s�. v��sion t���ceo�, s�x�p���r�� �abor �nd rnaterial� .�� #.he pro��cut�or� c�� �he worlc provi.ded �or in tt�� car�tract ��ir�� ��nstr+sct�d under these �pecification�. Payrn�r�t �ontl s�all �emain ir� �or�e �tr�til al� p��mer��s �,s above stipulated are utade. d. QTRER �OC�1��: ��ch �Ch�� bonds a� may b� rec�uir�d by �hes� �o�t�ract Documents shal� be Et��nished by the Cor�trac�or. �o �ure�i�s w���, b� a��ept�d by �he Owr�e�' which a�re at the tim� in de�au�t or d�l.i�qu�r��. an any bonds �r whictt ar� int�rest�d �,n any litigatio� ag�ins� the ow�xer. Ai� bon�s s3���� be mad� on ��e �o�ms �u�r�ish�� hy the Owr���' ar�t� s1��t11 be �x�c�t�� b� �n �ppr�v�d �u�e�� com�ar�� do�ng b�s�.�xe�s xt� the �xt� o£ Fort W�rth, Te�ca�x a�,d wk��ch is a��ep�z���� to �h� own�r. �r� o�d�r ta t�e acceptable� the na�m� o� t,h� �u�ee�� shall �e irt�J.ud�d on tt�� �urrer�t U.5. `�reasury 1�ist o� a��e�table �u�re�ies, a�r�d the �mount o� hond written by an�r ot�� ac�eptable tvm��►n� sh��I nv� �xceed the amount s�orr�rr� or� th� T�re�sury �xst �a� that� �ampan�. Eac� bor�d sh�l� �e p�p��rJ,� e��cu��d hy bath tk�� Co�x��cacta� ar�� 3�rety Co�np�sxy. �hould an� suret�r �n th� contrac� be det��ntir�erl t�n����s�a�tory �t any time i��r the �wrre�, notice wi�]. be gi�ren ti�e ��n�r�ctor �� �.h�t e��ect �nd th� �a���a�c�or shall f��diately provid� a C3-3 (3} new sur�t� s���sf�ctory t� the �wn��_ �� �a�nr�nt �i�l be �ad� ���er the c�n��act u�ti� �he �ew sux�t� �r ���e�ies, �� requixed, have guaX�fi�d and ha�� bee� a��e�t�d b� �h� �w��r. The contra�t sha1� no� �e op�rativ� �or wil� any ����e�t� b� due or paid �nti� appro�al af th� �o��� by th� Qw���. . �3-3_9 ���CU�ID� �� ���T���T= Wi��in t�� �I�1 d��s a���r t�e Oy+��r �as �� a��r��r��t� resal�tion, os ot�erwise{ �warde� �he co����c�t �he �o�tr�cto� shall �x��ut� �nd ���� w�th Che �w��r th� �ontract and� s�ch bo�ds as rna� be �����re� in the �ontr�ct Docx�m�nts , i�o contzac� sha�l be bir�dir�g ugon the own�r t�nti� it t�as b��� ���es�ed by the Cit�r �ecret�rY, �p�ro�red as �o �orm an� l�gal�ty b� th� �ity Attorr�e�►, ar+d ����uted ��r th� Owne�r �� �ithe� th� May�r �r Cit�► �a�nager. C3-3. � Fl�ILURE TO EXECUT� �Di�T�tA�T; The fai��are of the Awaxdee �a �xe��tte the r�c�ui.�ed b�nd or ��nds o� �o s i.gr� �h� �requ�.a��d contract with�r� t�t� (�OJ days afte� the �pn�ra�t is �,r�ra�de� shall be co�si���ed �� ti�e �wn�r as an a��nd�r�m�nt af i�is ��a�����.* �nd the �wn,e� ��y at��tt�l th� Award. �� ���sorr o� the ur�certai.nt� o� ��e rn�rket pri.ce� o� mat�.�ial ar�d labo�t and it being impracticab�� and dx���.cult to accuratel� d�termir�� th� arnount of d�rnages occurir�g to the Owner �y reason of said awardee's ��il,ure to ex�c�xte said bonds ar�� �ontra�t within ten (�0} days, th� p�opos�l se�urit}� acc�rnpa�tyinc� t�e pr�pvsal s3���1 be the agreed amoe�r�t af damag�s which Ou�er w��7� sufEer �y x'�2��or► o� sucl� �ailu�� �n �he �ar� o� 'the P►wa�d�� �nd shall t�te�re���� ��nmedkat�i}► b� �o���ited ta �h� C�wn�,r. The filing af a pr��os��, will be �onside��d �s �� acc�p��r�ce of this p�ovi.si�on b�► t�re 8idd�r. C3-3 .�� ����NNIt�� WDRIC: '�h� C�r�tractor shall r�ot cornrn�nce �r�rk until a�t�h��i.ze�' ir� �rrit�inq �o do s� b� th� �wr��r. ��au].� th� �o�tracto� ��i� t� comrn��sc� �ro�k �t t�e si.�e vf th� proje�t wi.t�i�i.� t�h� time sti.pul�t�d in �k�� wrxt��n aut�,oriaat�►o� usua].x�► ��rmed �h� "'�oric Orc3er" pr "Pr���ed �r��r", i� is �q���� t3�at th� �u�re�� ��mpas�y +ail,].w wi,th�.n ter� {�Ol da�s after th� comm�n��men� �a�� s��. �vrtl� in su�h, wri��an authorixatian� ��mm�r�c� th� gh��i�a� �x��utxon o� �k�� cor���`a�t,. �3-3.�1 x�S�J�tA�#CE: Th� �ont�actor shal� no� commence wo�k unc��r thi� cantr��t tsntii h� h�s o�tair�ed all tt�e �n�uranc� r�q�tir�� un��r the ��ntrack Doc�amertts� �n� su�t� zr�su�ar�c� has b�es� a�praned b� the �+�r��r . '�he �rim� C�r����ctor shal�. b� �e�ponsi�l� for de�,iverin� to t�� Own�r th� s�b-�ont�a��ors' �3-3 i4� �erkif��a�e o� insu����� �o� ap��oval. T�e prim� ���trac�or shal� indic��� on �he ��rtificate o� in�urance i���uded �n t�e doc�me�ts f�� ex�cution whe�her or �o� �is ihs��an�e �overs �ub-��nt�actors. �� is th� ��t�nt�on o£ the �w�er that-�he i�s�����e �ov�rage �eq�ire� ���e�� sMall in��u�e t�� c��e�age of ��� sub-cont�acto�s. a. �O���N�ATI�� ��SUR�N�E: T�� �o�t�actor s�a�l �atntain, duri�g ��� I��� o� thi� contr���, Warker�' Comp�nsatxon I�surance on ��� �� his em��o���a �o b� engage3 in work on the gro�e�t u��er �h�s �ontra�t, an� �ar a�� ��b-�on�ractor�. �n ���� ��� ��ass of e��lo���s �nqaq�� �� hazardous wor� on the p�oj�ct under �hxs contract is �o� pro�e�ted �nd�r �he Workera' �o�p�ns�tia� 5�at���, th� �on��a�tor sriall ��ovide adequate em�la�er's ' �ene��� li�b�lity ins�ra�ce �or th� �ro�e�txan of suc� of h�s �rnpl�yees n�t s� �rot��t�d. b. �OM�RE�EN�IVE ������L LIAHILIT� iN��RA�CE; T�� �o���actox sha11 pro�ure �nd �ha�� roa���a n-d�ri�g �he �if� of ���s co�t���� Co�tractor�s �ompreh��sive ������1 L��b�1��� I�s�rance (Pu�lzc ��abili�� �nd �r�p���� ��m�g� I�s�ran��1 x� an amaunt n4t �ess �.h�� ���4,00� �overir�� each o��t��r�nce on �ccor�r�� �f bodi�,� ir� ju�e�, xnciudfrtg death, ar�� in a�t �m��nt �o� l�ss ti�ar� � 50� f b�� coveriac� each o��u���n�e on ���ount of groperty damag� wi th $� x�0� x��� urr�rel�a po�.icy ��v'ezage. c. �1���"F�QNA�► LIAHLLIT'Y: Th� £t�r�is���n�u��rt�ce as sepa�ate ad�itior�al ett�o��em�at above--menti�ned �o� �.c�es * �n� �t� Contr�,�to� ��x��l po].i�i�� �� b]� t� one of �h� �he a�rnount as s�t forth fo� publ�c liab�����► a�d property damac�e, the �allawi.r�g �.r►s�rance: �. � Cor�t��ge�t Lia�i�ity ���v��s �er�eral �or��racto�'s Liabil�.t� ��r a��s of su��-c�ntrac�orsl. Blasting• prior to any blast#nq be�,1�q d�ne, 3. ��].�apse o� �t���.dirtgs ��e �t�ucte�r�s a�jacent t� excav�t�or� {if ��c�a►�a��or�s a�re to b� per�or�e� �d���er�t to s�mel. � 4. �2��a.g� �� underq�vunc� utilfties fof �50�,�0�. C��-3 (S? 5. Buiid�r`s �isk �wh�re abov�-qr�u��_st�vc�ures are inv��ved�. �. Cont�actu�l Liab�lit� �cove�s ��� i�demn��i�a�xon r�qu�rem�nts of �antract). d. AU�oMO��L� ��SUAA��� - BpD�L� INJ�R� Ai�D PR�����Y DAMA��: T�e ��ntra�to� ��all p�oc��e and maintain, duri�q the 1xf� o� �hks �o�tz��t� C��pr�hens�v� Aut�����1� �ia�i�x�� insuranc� �n an a�o��t �o� Z�ss than ���0���0 ��r in�u�xes includ��g a�c�d��tal d��th to �n� on� persofl �n� �ub�e�t to ��� ��rn� lim�� fa� �ach �erso� an amou�t nat �e�s th�� �5��,0�� o� ac�ount af on� ���ident, and aut�mo���� g�ope��y ���a�� insu�m��� in an �mount . n�t �ess tha� $100��04. e. SCO�E OF r���RA�CE A�D �PE���� HAZ���: ��e �i s�ra��� require� ���er th� a�oue paragr�phs ���1� pr��id� ade��a�e p�otect�o� �ar �he Co�tracto� and �is s���co�tra�t�r�, respec�iv�l�, �gainst d��age cl�im� wh�ch m�y ari�e fro� ope��tions �nder �h�s ��ntract, �h�ther ��ch opera�ions �e by th� i�sur�d o� by anyo�� dz�e�tly o� indir�etly �mploy�d by hizn� an� also �gai.r�st an}► �� 'the follow�ng s�ecfaY t�a��r�� �t�i.�h ma� b� en�ou�t��red i.r� �h� pez�o�man�� o� �he C�ntract. -� f. '�1�O�F OL* CR�iF�IA�� �F ����RAN�E: Th� Contra��o� ��a�:�, �E�rnish ti�� O�r�t�r w�tlt sati�s�a��c��'� proaf af �avezaq� �� in�ura��e r+eqt�i�'e� a.r� �hes� Contra�t Documez��s a.r� a�naunts an� by car�S.e�� satis�a�tory to the Ow�er. {�arn�le at�ach�d.? Al�. ins��ance rec�uir�men�s r�ade upon ��5� ��r��ractor sha�.l applY �o th� ��'�-�o�rtrac�.o�, �hould �.h� Frzrn� Con�rac�o�'s insurattce r�at �ov�r th.e s��-cantractor's w�rk o�era�tian�. 9- LOCAL �I�EC�'� FOR TNS�T�tA�1�� ]4�+T� 90i+��IN�: '�he �nsuranc� and bor��irrq corn�an�es wi��ti� whom �he �ont���tvr's in�uranc� and p�z��rzrkar�c�, �a��ent, mai.ntenat�c� ar�c� a1I sucl� otY��r bc�.,ds �re +ari.t�en sl�al� be ��pr�s�nt�d by an agen�. or ager�t�� �a�kng a� office �o��t�d withi:s the city kirs�its of �h� C3--� {� i C��� �f F�rt Worth, Tarrant �o��t�, ����s. Each such agent shal� be a d��y qu�liEi��, one upon w�om servi�e��f proc�ss rnay �e �ad, an� must h��e auet�ority ar�d ��w�r to act or� �a�ha�f �f t}�� ins�rar��e arrdfor b�r�ding campany to ne�oti��e'�nd ��ttl� wi.t� the �it�► �f Fort ��rth, or any ot�ter cl��r��,r�t, ar��+ ��.aims �h�a� th� C�t� �� Fart Wo��h ar o�.h�r ���irnar�t �r any prop����► owr�er who has �e�rs �arnag�d, may have aga�nst t1�� �ontr���ar, insuran��, an��or bondi�tg c��np�►n�. �� �h� lo�al insu�anc� r����sent�tive i� �ot �v empower�d b� �h� ir�su►��n�e or bond�nq compani�s, ther� su�h authori�� ��tst be ves�ed i� �].ocal age�� ax' cl,��.�ns ��fi��r r�si8��g in th� �letroplex, the Fo�r� �t�z�h��a��as a�e�. �`h� n�me of t�� �g�nt �r agen#.s sha�� k�� ��t ���th ar� a11 of suck� �onds and ��rti.�x��tes o� insurance. ��-3.1� ��i�'�1�2���'�Ft'S ��LI�AT���T�: Under the ��r����c�f the ��ntract�r �h�Yl. pay iEoz all, ma�e�r���.s, �abar a�d s�r�►i�e� wh�n due. �3-�3 ,� 3 WEEI�LY PAYR�L� � �1 c�r�i, f xed �opy o� �ach p���4�1 cover�nc� pa�r�ent of �ra�g�� t� ai1 p�rs�n ��gac�ed �.r� +�c��k on th� project �t th� site o€ �h� �roj�ct �3����. be fu�ni.s��d to th� Dwn�e�c's r�pres�ntative withir� ��v�n {7) days a�te� ��� ��as� o� ���h ��yro�1 p�rio�. � co�y a� copie� of the applica�le m�.nimum �age rat�s a�s set fo�e�� in th� Contr�ct �ocum�r�ts shal]. b� l��p� posted xrt a co�spi�uaus p�a�e �t �h� sit� o� �he �r�j��t at a].l. tim�� du�iag t�xe cour�e �£ ��e �o��ra��. �o�aies of th� wa�e rates w�kl b� �t��nis��d ��� �or�tra�tar, by the �rn�r; t�o+���re�e, �os�inq �r�d �ro�.ecti�n o� �he wa�� �a�e� s�all b� tl�e x�s�onsibili�y of the �o�t��ct�r. ����.1+4 �0:3TRA�T�R�� C�N'��]4�T ADi�iIi���'��iATI�i�: A�y C�ntract��t wheth�� a per$on, p��rsons, pa�t�s�er�hiQt cam�anyf firm, association, ca�p�ration or oth�x +�ho �s apg�ov�c� to do busin�ss with and ente�s �nto a co��r�ct �rith th� ���� fo� constr�ction af water ar�dlor sanita�y �ew�r �aci.li.�ies, wi�� h�ve o� �t�al� ���t�blish a ful�y �ge�a,tioaa�. busin��� o£�ice wi�hin �.h� Faz� Wot'�h-Dal�a�s m�tropalzta,r� �re�. Th� Con��ac�.�r s�a�l ch�r�e, ��le�at�� o� �ssign this o�f�.c� {�r he r�ay �ele�at� 3�is ������t St�pe�ir��end�e��? w�.�h �uII a�striorit� t� t�ansa�t a�l b�sin��s a��ior�� required ir� �Y�e p�riorroanc� o� th� Cor���act. This local �t�th�rity �k�a�� �� �ad� r���ar�si�l� t�� a�t fo�r ��te �ont�actpr in all m�tt��� pertaining �o the wvrk g��►ern�� �}� �he C�r�t�a�� wh�t���r it be administrat�.�r� �� a�herwise and as such sha�l be �mp�ta��red, thus del.egat�� and d�r�cted, �o s�t�le al� m�t�rial, la��o� o� other ex��ndxtur�s, a11 claims ���inst �he w�rk or an� ott�er C3-3 �7� matter associat�d ��ch as mai�taininq a�equat� ��� �pprapriate ��surance o� ��curity �o�erag� fa� �he pro�ect. Such iac�l �uth�rity fo� adrninis�ratio� �f �h� work unde� �he �a�tr��t sha�l �� rnain�ai�e� �ntil aX1 busi���� �ran�acti�ns ex�cut�d �� part of �he C���ract are com��e�e. S��u�d t�e �on�x����r�s principa� b��e o� ogerations �� ot�er t�a� i� t�� �art W����-D�llas �etro���ita� ���a, n��if�cati�n of t�e Co�tracto�'� �s��qn�ent of �oc�l authori�y ��all be rnade �n Wtltln� t� �he �ngz��e� i� a��a� �e a� a�y war� o� ��e g�oj��t, a�l a��ro��i��el� �zg��� and sea3��� as ��pli�a��e, �y the �a��ractor's resp��sibYe o�fi�e�� wxth kh� ��derstandxrig t�at t�is writ��n ��s�gnment o� a�thor�t� ta a Iacal re��es�ntati�� s�a�� be�orn� ���� o� th� pro�ect �o�����t a� though bound d��e��i� �n�o �h� pr��ect do��m�nts. �he i�te�t of �h�s� requir�me��s is �h�t aZ� matt�xs ass�ci�te� with th� �ontractor"s ad�inistr���o�, w�ether it �� ori�nt�� �n furth����g �h� work, nr oth�r� be gov�rned di�e�� by loca� ��t�vri��. �his s�m� r�g�f����nt �s imposed on insura�ce and s�ret� co��r�ge. Shou1� th� �antr���or's lo�al repres�nta��v� iail �� ��r��rrn to th� satisfactian �f E����e��, the ��q�ne�r, �� ��s sale di�����io�, ma� d�rnand tha� such �o��� regresent��i�e be replaced and th� En�i�ee� m��, at his s�le disc���ion, ���� all work u�til a new �o��l author��� �at�s�act�ry t� ��e ��q���e� i� as��gned. No cr�dit of wo�kinq time wi�� be fo� per�ads in which ��rk �t�ppa�es ar� in eE��ct fox ���� reas��. �3�3.�5 VE�UE: �e�ue of any ac�ion ��r�inunder sh�l� �� exclu��vel�in ��r��nt Co���y, �'exas. �3-3 {S� PA.�`� � - �ENEi�L C��7pZ"�'���35 �4�4 SCO��: OF 4�ORR S�CT�ON C4-4 SCOPE 4F ��itkC �4-d.i it�TEI��' DF �O�TRA�T �30�L?i�ENT�: �t i.� �i�� defin�te �.nt�r��ion qf t�t�se Ca���act Dac�ments to p�o�tide for a complet�� usef�sl �roje�t �*h��t� the Contract�� u,ncle���kes to �ons��eu�� o� fu�s�ish� z�l� �n fu�l. compl��rt�e with the requir�men�s an� �nt�n� of th� �ont��a�� Do�urnents. �t is �e�xn��e�� us�d�rstood that t�e �o�n�ract�o� aha�,� do all w�rk �s ��avided fo�r in th� Contrac� Do��r��ntst �ha�ll �o a�l. extr� or specf�I wor� �s may be con�id�r�d by the Owzt�� as r�ecessa��r to c�rng�ete �1�� pz��ec� in a sa�.is�actory �r�� a�.�ept���,� rna�r�er. The �ont�ra�tor �ha�J�, t�nles� o�.k�erwise specffica�ly s�at�d i.n tk�es� ��r�tract �acum�n���, �urni�t► al� ��bor, tool�, materials, ma��hir��ryt ec�ui�m�nt, sge�ial ser�ri.�es, a�td i��i��ntals necessary to the �rasecuti�n and com�l.etion of the ��oje�t. ���-� .� �PE��AL �R�V���O��: 53�ould mn� wor�€ o� cor�ditf or�s whx�h a�� no� th�roughly ar�d �a�fsfac�o�eily s�igula,t�d �r cov�r�d b�r ��n�ral or ���c��►�. �on�itions of these �on�r�c� Docum�nt� �� a�ti�ip�tedf or �hau�� there b� any �ddiGiosta�. propos�d wo�� wh�.�h �,s not �o�►ere� by thes� Cor�tr�ct Doc�s�ents, th�n "Sp�cia� Prov�.sio�ts" c�veri.nc� al� �uch warlc �ai �� be prepar�� �� th� Owne� pac��riaus to the tftue o� ��C�iV3.IlC� bids o�r propasals ��� such work and �urnisk�ed to th� �i.dder in t��� �o�� o� Ad�er�da. Al� ���h '��p�cial �rovis�ons* �hal.l. be car�sidered ta be a pa�� of t�ie Contrac� �oc�xd�e�ts ju�t as �hough the�r w�r� origxr�all]� tirrf �.te� therei�. �4-4.3 I�CF�EA��p �R DE�RE���� Q�ANTITY�S: Tk�� O�wn�r rese�ve� �ii� r��ht to al�er �h� qe�a�stit��s o� tk�e wo�ck to be perfo�'�ned �� to �xtend o� �hor�.ert ��+� �rnprove.raents �� �,�y tim� wk�en artd as four�d to b� �ece�sar�r, a�d tl�e Con��ca�t�r �k�a�3.1. p�r�o�rn the �ork as alteredr incr�a�ed o� decr��sed a�t �t�� ur�it �zic�s. �exch i����ase� a� t���re�s�d c��antity �hall no� b� mor� �hz�n 2� p��cer�� of t�t� contempl���d c�uar�ti,�� of �u�h itern n� �ter��. Fli�en s�x�h �%anqe� irtc�ease ox de�re��e �.�e original q�z�ntit�► �� ��ty iter� �r ��.ems of worl� to be done o� m�t�rials to b� �urnfsh�d b� th� 2� pe���r�� o� more, �hen eitt�er ga�t� �o the c�r�tract sh�l.l t�pon� wri�te�n �equ��t to ��� �th�r p�rty L�e en�itl�d ta � r�v�.se� costsi�erm��on upon that �ortio� of ��x� work a�ove ar b�lo+� th� �� pe���r�t of tt�e oric�i.n��. quant�.t�r �t�t�d �n the �ragosal; euch ��t�is�d �or�side��tion to �e �et��rain�c� �y s�e�iai �qreement or a� k►ereixxafte� pravi.dsd fo� "Extra� Y#or�C.' �lo ���a�►an�e will be m�de ��� an� changes zn ar�tici�a��d pra�its n�r sl�a�X �u�h �han��s bs consider�d a� C4�4 {11 waivk�g ox �nvali��ti�g an� co�di�ions oz prou�sions o� t�e ��ntract �ocume�ts, �aria�io�s in qua��i�i�� o� sani�ary s���� p�pes �n ��p�h ��te�ori�s, sha�� �e ���erpr��ed �erei� �� a�p�yi�g to th� overa�l qua�ti�fes �� �a��tary s�wer ��p� �� �ach �ipe sia�, bu� not to the vario�s dep�h cat�go��es. CA-d.d AL���ATTO� �F �ONTRA�� bOCII�iE���: B� �hang� Ord��, the p�ner reser�e� t�� right t� ma�e �uch chan��s i� the ��ntr�ct ���umen�s an� i� the characte� o� quan�i�i�� of �h� work as rnay �e necessary o� desira�le ta i�s�re comp��ti�n �n t h� �ost satisf�ct��� �an�er, ��o��d�� such cha�ges da �o� mate��ally a���r �h� ��fg��al Contr��� Do�u�ent� or ����ge the ge���al ���uxe o� �he pro�e�t as a wh���. S�ch ��a�g�s s���l no� b� cansi�e�e� as wai�i�g or ��valid���n� a�� condit�on �� p�ov�sio� of t�e cont�a�t Do�uments, �4�4.� E�T�A WOR�: Additio��l wor� made necess�r� by �h��ges an� alteration� �� ��e ��ntract D��u�e�ts �r �� quan��tfes o� fo� �th�r rea�oris �oz w��c� �o p��ces are ��av�d�� �n �h� ���t�act �acum�nts� shal� be d�fi�ed as "Extr� �or�" a�� �h�ll b� pe�£o���d �� th� �o���actor r� �ccardanc� with thes� �����ac� Docu�ents �r a��ro��d a�di�ians ther��o; pr�v�d�dr h�wevex, t�at b�fore any ���ra war� i� begun a"Chan�e Dzd�r" shall b� ��e��ted or ��i�t�n o���� iss��d b� ��e �wner to �o th� w�rk for payme�t� o� credits as sha�� be d�termi�ed �y ��e or mose co�binatipn �� �h� ��Z�owin� ro��hods: a. L*� �ntt hid p�i�� p�eviaus�y ���xov�d. 74n �gseed l�rnp �u�. �. Th� actua� reasona��e c�st of I1) �����, �2} r�r��al ot eq�i�rn��nt used �n t�i� �x�x�a wo�k fpr �he ti�� �a �ts��i �t Associat�� Gen�ral �vn��actors v� America currerrt equi�rue�� �ent�1 r��esr ��1 rn��.eria�.s en��rir�� p��mar�entl� into the �ro�ect� ��d �� 1 ��tua� cast af ins�tza�ce f bonds f an� soc�al se�ur�t�r a� de�ermi.n�d b�r the bwn�r, plus a fi�s8 fee to b� r�g�eec� upon b�t no� �o e�c��c� ��� of th� actt�z��. �os�. of su�h �x�ra work. Tt�e £ix�c� fee is r�ot t� inc�ude �ny addition�]. �rofit to the �ontra�t�r for rent�a� o� �qu�.pment awr��d b� hirn and us�d f�r �h� extra� u��l�. Th� fee sl��ll be �ull an� cornplete co�apens�ti�n �a co�'e�r the �ost o€ �u��rint�r�denc�, a�r�rh�ad, othar ��eof�t, general a nt� al ]. o�h�� expe�r�se na� inc�.ude� �r� � 1�, �� y F ��), ar�d { 4} $��ve. �'i�e Cor�tr�ctar sh���, k��p ��curate co�t records on the f��m and �ln t�� m��hod L�-4 [�} su�q�st�d b� �he Dw��� �nd s�a11 g�v� th� O��er acc�s� to aXl �ccoun�s, bil�s� vouch�rs� a�� x��ords ��Ia�ing to the �x��a �ork. �a "�h�n�� Or�er" sha�� be�o�e ef��c�iv� unti� �� has be�n ap�rv�e� ��d si��ed �� e�ch �i the �o�tra�t��g parties. �o clairn �or E�tra �ork oE �ny �ind w�lz b� ��low�� u�Xe�� ord�re� i� wr��i�g �� ��� �wn��. In �as� any ��der� or i�st���tions� �i��er �ral o� �ritten, app�ar to t�� �o���a��or �o �n�ol�e Extra �ark ��r ��ic� �� shv��d rece��e compensatiori, he sha11 make �r�tt�� r�q�es� ta �h� En�ineer fo� wr�tte� orde�� au�hor�xing su�� Extra Work, p��or to begi��ing su�h wor�. 9�o�id a diffe�enc� �rise as to w�a� dae� �r does n�� co�sti��t� E��ra Work, or �s t� t�� p�yme�� �herev�, �nd �rie E��in�e� ins�sts upo� �ts per�or�a�ce, th� C��tracto� shall ����ee� wxth th� w�rk ��t�r ma�ing ���tten ��qu�st ��� wri�ten o�d��s and sh�l� k�ep an ��curat� m���unt of the ��tual reasanab�e �o�t th���of �� �rovided und�r methad �Item C?. �la�ms �or ��tra w�rk wi1� not �e paid uni�ss t�� C�ntract�r sh��l file �is cX�im �i�h the O���r wi��i� fi�e (5� d��s k��for� th� time �o� m�kir�g ti�� fi�s� �stir�at� aft�� su�h wo�k is c��n� �n� ur�l�ss th� c1�im �.s supported b� satis�a�tar}► vou�h�rs and �ert�fi�d ��yrolXs �o�tering �3.� Iabo� ar�d ma��r�.a�l.s �xpend�d ug�n �t�e s�id Extra Work. The �on�ract�� s��al� furni.sh �he Os�e�r such instalYation re�ords �� a,l.� �evxat�io�� fr�m t�e o�ig.ina�. Contra�t Documents as �ay �� t�e�essary to ena�xe th� �wner �a pre�are fo�' p��-�aar,�nt re��r� ��or��ct�d set of p�.�n� �t��wir�g �he act�a� i,etstal�.at�on_ ��e comg�nsa�.ion agr�ec� upan �or 'e�t�ra w�r}t` r�,�hetk�e� or not �fi11�7.���� b�r a"ch�ztg� orde�`' sh�li be a fu11, �omple�� and € i.na� pa�m�nt £�r a].1 c�st� �or�tra��or in�urs as a��sult o�' rela�ing t� Gk�e char��� or extra w'ork, whe��er said co��s are known ��nitr�own, fore���� or unf�r�se�n �t that tim�, includir�g �rithout �imi�a�ion, �z�� costs for d��a3�t ��cter�d�d ove�l�eac�* ri�p],� or �rnpa�t ca�t, or ar�� othe� e�f�c�. or� �l�anged o� ur�chanqed work as a r�s�zlt o� the �hange ar e�c��� �ao�k . �A-4.� �C����L� �F QF��ATIAt��: �ef��� c�mmett�irrr� ar��t wo�k uz�der tt�is cont�a�t, th� Con�r�ctor sk�a�.l s�abmi� t� t�� Ow�er and ��ceive the Dwne�' ��pgrovz�� thexeof, a"�ck��dule �f Op�raeian�," shawin+� �a�► a s�raight l�ne me�hod th� dat� �f� comm�r��in�7 ar�d ��ni�t�ing eac�s af the r�ajar �lemen�.s o� �h� cor��r'�ct. T��re sriail be �ls� �hown �h� e5t�.rn��e� m�r��h�-]� c�s� c�� w�rk f�r w�ich es�imates a�� to �� �x��c�ed. fi��re � ��-4 [3] ��all b� �r�se��e� a�so a�o�p��i�� graph s�awing �h� ���ic��at�� �r�qr�s� o� ��ns���ctio� with �h� �im� b�ing plott�d ha���a�taliy an� th� pe����tag� of �ompletio� ��ott�d ver��ca���. ��e �rag�ess ��arts s�$�� be p���are� o� 8�11�". x �I" sh�e�s and a� �east f�ve b�a�k or �lue �i�� prin�s shal� �e fu�r�isne� �o the Dwn�r. �4-4.7 PROCxRE�� ��13�D�1�E� FOR WATER AI+�U �£F�E�t �LA�'+1T FA�IL��`IES: Within ��n L�O� days pr�or to �u�rni��i.an of ����� monthly prac�ress pa�rner��, t�� �antra�tor sha�l p�epa�e ��sd submi� t� �h� �wner fo� a�pprov�� si.�c copi�s �f th� sch��u�� in which �h� ��nt�rac�.ar pro�as�s �o carry on t�� �rork, th� �lat� of whi�h h� �ri]1 st�rt ��e sev�ral r���or ac���xities �including procu�en��nt of rn��er�ais, g�arrs, and equipmer�t i ar�d the cont�m�Y2��eci dat�s fo�' co�pleting the �ame., Th� sci�eduie sttal� b� �rt th� form �E � ti,�� sct��duie �ri�i��� �ath Mett�od iCPM) n��w�zlt �li.agram. As tk�e w�aric �r�rag��sses, the �on�ractar sha]� ���e� �n the d�aqx�rrn �.h� actual pr�q�es� at t�r� �nd of ��ch p�rtial pa�m��t ���i�d or �t s+�ch i�t�r�a�s as c���ecte� by the Engin�e�. The Contr�ctor sha11 a��o r�ev�se �l�e schedule to r�f],�c� �,n�► adjustm�n�s i.� contrac� �ime approved �y th� �ngineer. �h��e cvpi�� �€ tY�e �pd���d sch�dul� shall b�e deli�►ered at such int�rva�s �,s di.�ec�ed b}► the Owner. �Is � minimum, th� canst�u��i�r� sche�ul� s�al] ir�ca�rporate �11 worlc e�ernen�� and a��.i�xities x�dica��d i�� the p�e��osal and i� �h� te�k�r��cal spe�i�icatior�s. P�rxor ta �i�� ���ai ��e�xftir�g o,� �he detai],ed constru��ion scheduX�f th� �or�t�a�tt�r shall reeriew t3�e draf't schede�I� wi�h �h� �r��zr�e�r �o �nsure t�he �or�t�r���orts understart�ing a� the �����r��� �equi.�am�►r�t� . Th� f��low�r�q guid�lx��� �hall be ad�e�et� t�o i,r� p�egax�nc� th� canstruct�on s�hed�xle: a. Mi.Y��tone da��s ar�d ��s��l groj�ct �omg�etian $�t�s ��tall be d�v�l�p�d to conf�rm �o �ime ��r��tr�ir��s� S��ll�f1�117� re�uiremer�ts an� C�I�lF7���1��1 ��fll�_ �. The cor�struct�on pro��ss $ha1� be ditrid�d into acti�iti�s wit�x �ime durat�or�s o� a��rroxima�tely �nurteen ( 14 ? da�►s a�td canst�u��xo� value� �o� t� �xc��c� �SQ�0�0. Fabrica�.i4n, de��v��y �nd su��ittai acti�iti�s a�r� �xcept�ons to this gui.de��r��, � C4-4 �4? c. D�r�tions snall �e z� ca��n��r d��� �nd ���ma� holz�a�� �nd ��ath�� co�d�tio�� ov�� �he duration o� t�e �o�n�r�ct sha�� b� a�coun�e� �o� within the duration of �acri ��t��i��. , d. 0�� ��i�i��I path s��l� b� show� a� �h� cons�ructio� ��hed�le. �. Flaat �im� �s de�ined a� the �m�unt of �im� b��w�en th� �a��i�st start date and th� lates� ��art date o� � ch�i� of �ctivi�fes �f the �PM constru�tion ��he��le. F�o�t time is not fo� t�e �����s�v� �se �r b����it of �ither th� �ont�actor �� �h� �wn�r. f, �h�rt� da�s sha1l be u�ed fo� s��rnittal revi�w � unl�ss �ther��s� �p�cff���. T�e co��t�uctio� schedul� ��al� as a m�n���m b� df�id�d into g���ra� cate�orie� �s ��di�a��d i� �he �ropos�l �nd Te�h�ical �pecifi��ti�ns a�d e��� gen�ra� cat�go�� sh�11 be br�k�� da�n in�o ��tiviti�s �� enau�� detai� to ��hie�� �c�ivit��s of �ppr��im��ely f������n {��} days d��a��a�. For ea�h general ca�egory, th� c�n�t�u��ion sc�edule sha11 ide�tify a�� trades or subcon�racts ��os� �ork is rep�esen�ed �y a�t�vfti�s that �oYlow t�e g�i�e��nes o� th�s Se��ion. Fa� e��� o� th� trades �� subcontractst �he �onstr�ct�o� s���dule s�a�l indi�ate tri� �oll�winq pracu�eme�t�f co�s���ct�o� a�d p��a�cepta�ce a�tx��ties and ���n�s in thefr �o�ica� segu�nc� for equipmen� ��d materia�s. 1. Preg��ation a�� ��a�smi��al of s�bmittals. �. �u�mitta� review pe�iod�. 3. ��op fa�ri�atio� �nd delivery. 4. ��ec��on or insta�l�tion. 5, Trans���t�� a£ manufac�u���"� ap�ratia� and ��l���ri���� 1���r���IO�S. 6. �n�tal��d ���ipment an� rnateria�s te�tx�g. 7. Ow���'s o����to� �nstruc�ion (if apgl3�abl�?. �. �i��I ��spe�tio�. �d�4 �5� 9. OQe����ona� �estin�. ��. Fz�al i�sp�etio�. If, in th� op�nio� of tri� Dwn�r, wo�� ac�om�l�shed �alls �ehin� t�at ��hedu�ed, t�� �ontra�to� s���l t$k� su�h a�tio� �� n�ces�ary to impro�� ��s p�og€�ss. I� �d�i�ion, ��e Own�r m�� requir� t�e �o���ac�ar �o su���t a r�v�sed sche�ul� d��o�stra�in� his p�og�am and prop���d ��a� ta ��ke �p ��� io sc��du�ed pra�r�ss ��d to �ns�re comp����o� o� �h� w�rk with�� the co�tra�t ����. �� t�e �w�er �inds t�e �fopos�d ��a� nv� a�c�gtab��, he m�� requi�� th� Ca�tract�r t� in�r��s� �he work f�rce, th� co�stru�t�vn �lant and equi�men�f �he �u��er of wark shi��� or �h� overtime ap��atxo�s �i�ho�� a�ditio�a� �ost t� �he Owner. Fa�lure of the ���trac�a� to com�ly �ith t�ese r��uir��en�� sh��� �e cons�d��ed grounds ��r �eter�i���io� b� t�e O�ner ��at t�e �ontr����� is fai�in� to p�o��cu�e the wark w��h such di�iqence �� w�3� ��sur� its �o�gletion ��t�in ��e ti�e spe�i�i�d. C4�4 (63 PAR� � - �E���AL �0����IO�� C5-5 �ONT�O� �F ���R ��D MA��R���S SECT�O� C5�5 CONTROL O� WOR� A�D M�1T�RZA�S �5��.1 AU�HOR�T� QF �����EER: ��� �ork ���x� b� p�rfo��e� to �he �a�isfa�t�on �f the ���i��er a�d in ���i�t �o�p��a��� wi�� �he Con�rac� �o�um�nts. H� ��a�I de�id� �X1 ��es��o�s ��i�� �rise as to ��� qual�ty a�d accep���i�ity o� ���e�i�ls �urRis�ed, work per�ormed� ��te o� ��oq���s o� �he �or�, ��erall sequ�n�e of th� cons�ruct��nx ��ta.���e�a�io� of the Co�tr�ct �ocu���ts, acceptable ��lff�lm��t o� ��e �ontract, co��ensa�ion, �u�u�� r�gh�s �e�we�n �on��a�tor ��d pwn�r und�r the�� ��n����t �ocume�tsr sup��v�sion a� the wv��, resumption o� op��a�io��r a�d all nth�� qu�s��ons or disputes whi�h ma� a�kse. �ngineer will not be responsibl� �or �o�t�a��or's m�ans, rn���ods, tec��iqu��, seque�ce� a� p�ocedu�es of co�st�u�tio�, or th� saf��� �rec��tion and pro�rarns i���d�n� t��r��o, a�d he will �ot �e r�soo��ib�e �or ��ntrac�o�'� fail��� t� �erform th� wo�� �n acco�danc� with the co�tra�� documents. He sha�l dete�m�n� the am�un� an� ��a�f�y o� th� wo�k c���Xe��� a�d �ate�i��s �urnis���, an� h�s dec�sions and �stima��s sha�� be ��na1. His est�mates in s�c� eve�t s���� �� a co�dition to the �xght a� the Co��ractor to ��ce��� mon�y d�� him u�d�r �h� ��ntra�t. The Owne� sh�l� have ex�cu�i�� �u�horit� to �n����e a�� ma�� �ff����v� such ne�es��z� d���sion� �nd or���s as t�e �vn�rs���� �a��s to carr� ��t �r��p��y. �n �he event o� any d���ute betw��� ��e En�in�er a�d Corit���ta� �ver the decie��� �� ��e E�qin��r on any auch �attez�, ��� Engineer �ust, wxthi� a�e�s�n�bXe ti�e� upo� wri�t�n r�q�e�t o� ��� �on�ra�t��f re�der and de�ive� �o bo�h t�e Own�x �nd Ca����ctar, � wrz�ten de�i�ion on t�� matter in co��r�ve�s�. �5-5.� C��FDRM�T� WIT� P�AN�: Th� �i�is�ed pro}��t i� �11 c�ses sha1� co��o�m with l��es, gr�des� cross-sectxo�s, �i��s�, a�d dirn���ions sho�� a� the pla�s o� an� o�h�r requ��e���ts otherwi�e ��s�ribe� in t�� Contra�t �ocumsn��. A�� deviat�on �ro� �h� a���oved �ontrac� Docurnen�s r��u��ed �y th� �ng�n��r during �ons�ructia� wi�1 �� ��� �ases be determi��� by �he Eng��eer an� a�thoxi��d �� ��e Own�r by �hang� Orde�. �5�5 (1� C5-�,� C�ORD��ATID� O� �O�T���� �����ENT�: T�� Co�tr�ct Docume��s ar� rna�� �p o� s��era� s����ans� whic�, �aken toge�h�rF ar� i��en�e� to d�scri�e and p�ov�de £ar a camp�ete an� �se��� p��jec�, an� a�y ��quire���ts a���arin� �n on�•�f t�� sec�ion� is as �i�d��� as �hough �t �ccu���d i� a�� s�ct�ons, �� case �f d�sc���ancies, figu��d dirn��szon �ha�X g�verr, ��r�r s��led dimension�, �Ians si�al� �ave�rn �ver spe�ifications, speci�l �ond��i�r�s shall c���r�rr� ov�a� ger�e�ral �ondi�iorss �nd standard ���ci��.cati�ns, �n� quan�it��s shown or� tk�e p�an� sh��.�, go�ern o�r�� t,h��� s�o�*n �r� the ���pos�� . The �antra�tor sha�l r�ot tak� a�dvar�tac�� of �t�� ap�ar�n� error or or�issior� in �l�e Cantr�ct Da�um��t�, �nc� the Own�r sha].� b� permi.kted to make such ��rr��t��r�s or ir�terpre�.�tzons �s rn��► �e d��m�� nece�sar�r �a� th� ��slfi�lr�er�t of �k�e inten� of the �on�rac� Docum�n�s . �n the e�r�n� ��� �ontracto�r di��ove�rs an appa��nt e��or ar d�s��epar�cy, he sha�]. kmme�ia�t�ly ca]��. t�his condi�ion to ��� a�.tentio�t o� �h� E�,�in���. ir� the �v�r�t af a con�lict in ��� drawie�gs, spe�ifica�tions, oY oti��r por��o�ns o� t�� �o�ntract D�cuments �rhi�l� w��� not rep���ec� priar to tS�e awa�d of �or���s�t, the Co�ttractor �hal� be d��m�� tp k�av� q�s�t�� th� raost �xp�r�siv�� re�oJ.�x���n of the cor��lict. CS-5. � C���ERA'��Ot� OF CO�JTI�A�TC?R; The ��r�t�actor �a� �1 �� fu�r��sh��d with �h��e s�ts of zh� �or�t�act �acumer�ts an� �E�all ha�re a�x�ila�l� on ti�e site �f �h� p�oj�ct at al� �xmes �ne s�t of such ��nt��,�� �ocu��r�ts. The �ar�tract �l�a�l give ta the �ra�� the co�,s��nt �tt�n�.i�n ����ssa��r to €��ilt�tat� tY�� prag�ess tt�er�of an�i s3�al� coo�erat� +aitk� �he �ngineer� h�.� i�xsp�ctor, ��nd oth�r �ontractors in �ve�� p�ssz��.e way, '�he �o�tractar ��all at a11 #.�rn�s hav� comp���nt p�r�or�nel available t� th� �ra���t skt� �Eo� prop�r �e�r�orma��e o� �lhe +���k. '�h� ��n�ra�tor sha►�� p�ovkde an3 m�i�,t�airt a� �,�.� tim�� at ttte site o� the pra���t a��mp�te��t� Eng��$�r��p�alci.ng ��xperin�end�r�� and an assistant w�,o ar� �u��y a,t�t�l���rized ta act as the �o���ac�o�r's �gen� on the wo�lc. �uch srsp��xnte�r�ent and t�xs ��sist�ant s���.� b� capable of read�.�g ar�� ur�d�rstand��g the C�nt��c� D�o��m�rtts �nd sh�ll re�ei�� ar�d ft�lfilX ir�struction� from th� C�wn�r, the Engkr��er{ oz h�.s a�ath+�rix�� r��res�nta�irr�s, �e�r�uant to th�ts ��sp�r���bzlxt�r af t�� ��ntra�tor, th� C�nL•ra��ar sha�] �esiqnat� in wr�j��,i�g to th� pro�ect �ug�rir�ter�d�nt, t� act as t�� Contr�c�o�e's a�g�n� on 'ti�� w4�`k. St��k� assis�ant p�oject sup���nt�n�ent sh��� b� a r�sid�n� v� �'a,�z�r�t Caur��y, ���as attd sh�ll b� ���j�ct t� ��1�, a�s �s t3�e ��oj��� Sup�rir�t�n��n�, at any tz�� o� tha da� or nigh� ors �r��r �ay of th� w��k ori �rhic3� tl�� Er�gin��� d�t��rnin�s th�t �ir�ur�stances �cequir� the presence �r� th� p�oje�t �i,t� o� a r��r�sen�ative af the ��n�rac�or ta �5-�5 f2 } s ad�qua���y pr�vid� �o� th� sa�e�� �r con�enie�c� of the tsavelz�g p��li� or t�� ow��rs o£ praper�y ac�oss whic� the gr�ject ��t�nds or�th� sa€et� �f ��op�rty co�ti�uo�s �o t�e �roj��t rauting. _ Th� Co��rac��r ���11 gravide ��� facili���s to enabl� th� Eng�ne�� �n� h�s ���p�c��r �o e�arn��� a�d inspe�� �h� wqrkma�ship �nd ma�eri��s ente��ng into ��e wo�k. �5-�.� EME�����Y A�DfO� �E���FICATYO� �4RR: ���n, in th� opinion �f th� Own�� or En�inee�,�a conditzon o� �m�r�en�� e��sts reX� ted �� a�� �ar� of t�e �ork, the ����ractar, a� �he �o������o� thrvugh h�� desi�nat�� �e�r��enta�i��� shal� �es�o�d wxt� di�patch to � verba� request mad� b� th� Owner or E����e�� to ������a�� ��� e��x��n�y co�dit�o�. S��h a r�s�onse s�a�� o�c�x day �� nigh�, ��eth�L ��� �r��ect �s s�h�dul�d on a cal�n��r-da� or on a wor�i�q-d�� �a�is. �hou3d tMe �o��x��to� �ail t� r�s�ond ta a r�q�est ��am ��� Engzn��� ta re��ify any disc���an�iest orn�sszo�s, �r cor��cti��s �e�essa�� to c��form wit� th� re���������s of t�� proj��� s�e�ificat�ons vr �ia��, the �n��ne�r shali give th� ���trac��r ���tten notic� t�at su�h war� �� ������s are ta be per�orm�d. Th� written not��� shall �ir�ct a��en��on to th� discx��a�� �andi�ion �n� ��quest ��� Contracto� t� �ake re������ a����� �o ��rr��t th� cond���on. �� �he �vent �he �ont�a��or ���s �ot ta�� positiv� st��s to �u�fxll �h�� �ritten �equ���x �r does ��t sho� �ust �sus� ��r not takfng th� p�o�er a�tio�, w�t�in �4 ho�r�f �h� �ity ma� ��ke such r�m�d��� ac�i�� wi�h �i�� fo�ces or b� �o�tra�t. T�e �xt� sh��l th�� d���ct an amoun� eq�a�-ta �he en�ir� ca�ts �o� s�c� ��medial ��tfont plus ���, fr�m a�� �unds du� the �ontract�� �� �he pxoje�t. �5-�.� Fi�LD O�F�CE: �h� �ontrac�or shall pr��ide, at no e�tz� �om�e�sation, an ��eq��te fie�d of���� �or use of the Eng�n�er, if sge�ific���y �a��ed �d�. �he fie�d offic��shm1� b� not les� t�an i� �y �4 ��e� in floor a�e�, su��t���i���� const���ted, well �ea�ed, �ir co�ditxo�edt Xi�hte�, afld w��th���p�oofr so �hat docum�nt� w�l� no� b� �am���d �� �h� e��rn��t�. �5�5.7 ��N�T����iQ� �TA�ESs ��� Cit�, thro�gh it� Engx���r� �il� fur�ish the �ontrac�or wk�� al� �i��s, grad�s, and measu�e�e�ts n�cessa�� t� ��e prope� p��se���ion and co����� o� the wa�� cont�a�t�d ��r u���r th�se �o��r�ct Do�um�nts, a�d l�ne�, grades and measure�ents wil� b� esta�lfsh�� b� m�an� o�- stak�s o� ��h�r �ust�mary rn�t�od �f �a��ing as may b� ��u�d c�ris�st�n� wit� �ood p���tic�. �5t5 (3) �h�s� stakes o� ma��in�s s�a11 he s�t ��ffici�nt�� i� ad�ance of c�nstructio� o��r�tions k� �voi� delay_ Such st��es or maskings as m�� be�estabiished �or the �ontractar'� use or guidanc� s�all �e preser��d �� t�� C�ri�rac�or un��l he.i� authorix�d �y �he ��g�n��r to �erna�e them. W��n�v�r, in th� opi��o� of the En�i��er� a�y �t���s �r �a�ki�gs �a�e been ��r�l�ssl� or �i��fully d�s���y�d# 3is�urb��, o� rem�v�� by the �ontractor or a�y o£ his e�ployees, �h� full coa� �f �e�la�ing s��� st�kes or ����� p��� 25� wil] b� charged aga��st the C�ntractar� and �h� fu�� �mou�� will �e d�duct�d from �ayrne�t du� �he ��ntrac�o�. �Sw5.8 A�THO�I�� ��D DUT�E�_�F CZT� ���FE�TO�S: �i�� I�sgect�rs ��� �� authoriz�d to ��s�ec� al� work dan� and ta �e da�e arid �I1 rn�te�ials f�r�is�ed. ���� �na�ectf�� �a� extend �� a�� or any part o� t�e �ark, ��� th� �zepax���o� �� �a�������ring of t�� ma�exi��s �a be used or �q�ipm��� �� �e �n�t����d. A C�ty Ynsg�ct�r may �e statio��d an the �oxk to re�art t� th� Engin��r a� �o �h� progr�ss of the wark and t�e m�nner fn whic� it is be��g perf�rmed, to r�gart any e��den c� tha� the rnat��ials b�x�g f u��ished o� th� wa�k �ein� perfor��� �y the Co���ac��r ���ls �o f�1�z11 �h� �e�ui��m�nts of the �on�ract �ocu�en�s� and to call �h� a�t�ntian of �h� Ca�tracto� �o ��� �u�h fa��ure �� o�her in£�inq�m�n�s. �u�h ��spec�xo� �� ��ck of ins�ect�on wi�� no� �elie�e ��� ��ntracto� from a�� o��i�atio� ko pe�f�rm the work i� a�ca�dan�e w��h �he re��ir�me�t� of th� �ontract Docu��nt�. �� case of any d�sput� arxs��g between the �o�tractor and the �ity ���pe�t�� as t� ��e rnat�r�al� �r �quY����t �u��i�h�� or t�e man��r of ��r�orming �he �a��, �he �i�y �ns������ �il� hawe a�kho��t� �o ��j�ct rnate�ia�� or �quiprn��� to ��spe�d work u�wx� ��� ques���n at i��ue �a� be ref���e� �o a�d �� d��id�d by ��� Eng�n��r. The ��t� I�sp��t�� wi�� nat. h�w���s, b� auth�r���d �o revo��� a����� ���a�ge+ o� ��x��se a�y r�qu���m�nt �f ��ese C����a����a�urae�t�, nar tn �pprove �� acc��t a�y portxon o� se��io� of the woxk, nor to iss�e a�� �ns��uctions contrary �a �h� re�ui�e�en�� o� t�� Co�t��ct D�curne�ts. He wil� in �� �ase act as superintende�t or for�man or.g�r�arm a�y other duties f�r �he �o�tra��o�, or �nt�r��re w�th �h� manaqerne�� or o�e�ati�n of the work. A� wxll �ot accept ��o� �h� �ontractvr any �omp��sat�o� in an� form fa� �e��ormi�g a�� duti�s. �h� ���tra��o� sha�l r�gard a�� obe� �he di�����ons and i�str�cti�ns o€ the ���� �aspe�to� �� �ngx�e�r wh�� the same are cons�stent with ��e v���ga��o�s o� th� ��ntra�t Do�ume�ts, ��o�ided� h�w�v��� sho��d th� ��n��actp� ob��c� ta any orde�� �� instr�ctia�s o� th� City ����ect��, th� C��tractor m�y �ithin six da�s ma�e w���te� a��ea1 ta tri� Engin�e� far his d�c�sion on ��� �at��r i� c�n��over�y. C�-5 (�) �5��.� ��S��C�Y��: T�e Contract�r �hal� f�rnish the E�gin��� w�th �very r�as�n�b�e f�ci�it� fa� ����r�ai�i�g whet�er or �o t the wo�� as p�r�a�med i� �� accorda�ce wz�h th� requi�e��n�� of t�� �ontra�� Docum��ts. �f the E�g�n�e� so requ�s��, the Contra��or ��ail, at any tim� be�ore accepta�c� of ��� �ork, r�mov� o� unc�v�� such portxan o� t�e �ini�hed work �� �a� �� di�ected. After ��d�lnB��Onr t�� Co�tr�ctor s��1� ��stor� s�i� �orti��s o� the work to t�e sta�d�rd req�i�ed �� �he �o�����t D���rn��ts. Sh�u�� the work �xpose� ar �xamine� pr�v� a��epta���, the u���v�r��g �� r�m�v��g �nd replacing of �he c�v�rin� �� making g ood of the parts r��aved ��a�l �e �aid fo� as �xtr� �ork� but should b� wvrk sa expose� or examk��� pr�v� �� �e u�a�c��ta�l�� the ��co��rin� or r�movi�g an� th� ze�iacing of a�� �djacent defe�ti�e �r da�aged �ar�s s��I1 be at �h� ��ntra� tor'� exp����. No �ork ����X b� �on� o� ma��rials used without �uitabl� sup���ision or 1�S���t10�. ��-5.1Q �E MO�A� OF �EFE�T��E A�� U��UT���I��� �OR�= �11 W�rk, materxa�s, ax ����pmen� wh�ch ha� ��e� �eject�d sha�X be r�medxe� o� �em�ved a�� �������d zn �� a�ce�tabl� m�nn�r �y t�e C�ntzat�o� �t �xs ow� �x�e�se. Wor� do�� beyand �h� �in�� �nd g�ades giv�n �� �s �ho�n o� the p��n�, e�cepG as ��re�n spe�i�ically p�ovid�d, or any �xtra �ork done witho�� w�itten au�ha��t�t w�I� be �on�id��ed as u��u��ori2�d and �on� at ��e e���ns� of ��� ���tract�� and w�11 �ot �e paid for b� the p�n�r. Work s� done may b� arde�ed r�����d �t th� ��ntre�t�r's expe�se, ��an the fai�us� on t�� p��t o� the ConGzac��r �� ��mp1� wi�� a�y ord�� of th� Enqi���r m�de ���er ��e �ro�i��o�� o� ���s �a���zaph, the ��gin��� ��1� have ��� authority to �au�e defecG�v� wor� �o be rern�di�d �r remo�ed �n� r�p�aced a�8 una�������ed wo�� �o be �emoved, and �h� cos� th�reof �ay be deduc�ed �ra� a�� mo�ey due or to beco�e �u� �� t�� Co�tractor. �ailur� to ��quire �he ���ova� o� an� d�f e�ti�� or u�a�tharized wor� shall no� c��sti�ut� a�c�ptan�e o� such works. , �S�S.�l �UH�TI��TE MAT�RIALS D� EQUIF����: If th� 5pecificatiansr �aw, ordinanc�, ����� o� �e�ulations p��mit Co��zsc��r to furnish or u�� a subst����� �hat �s equ�1 �o a�� ��teria� or equipment sp�c���ed, �nd �� �ontractor ��shes to �u�n�sh �r us� a p�o�osed su�stit��e, he shall, prior �o th� gr�co�s��uction co�f��e�ce, make w����en a�pli�a�io� t� E��i���R fo� �p�rava� �f such s�bstit�t� certif�in� �� w�i�i�g tha� ��e p�o�osed ��bs�it�te wiZ� pe�f�rm ���q�a���� �h� fu�ct�ons cal��� for by t�e �e�era� ��siga{ be simi�a� and of �qua� substanc� to that s�eci�ie� and be suited t� �he s�m� us� an� c��a�le �f p�rfarrning the same fun��ion as that specif���� a�d ide�t����ng aI� variations of �h� g�o�osed ��-5 {S} s�bsti�ute f�o� that s�ec���ed and indicatin� ���i�ab�e maint��ance s��vice. �o sub�tx�ut� sha�� �� ord�r�d �� i�stall�d with��� �he w�i���� a�pro�a� of E�gineer w�� wi�X b� the j��q� o£ �h� e�ual�t� a�� may requir� �o�tr��to��ta fur�i�h such o�h�r dat� about the prop�sed su���i���e as he co�si��r� pe���n�nt. No substitut� shall �e o��ere� or in�ta�le� �i�hoat s�ch p�r�o���nce guarantee ��d bon�s a� Qw�er may requi�� w�i�h sha�� �e �ur�i�h�� at �ont�actor's expens�. Contractor shal� indernn�fy a�� �ald ha�m]es� O�wne� anc� Enqxr�e�� �nd ar�yone direct�y or indi��ct�� ��n�loy�d E��r �it��r of t�em fr�m and agair��t th� �].aimsr dam�g�s, �nsses ar�d expe�x�es �ir�cLtsdinc� attorneys fees} �reisi�� a�� o� th� us� a� s�xbst�tt�ted �at�ria�s or equip�e�t, �5-5 .�2 �AI���E� AN� T���`5 QR MA�ERIALS: Wh���k �r� t�h� opini.�n �f th� �r�+�in��r, a� as ��,1��c3 �o� �r� th� Contr�ct D��um�nts, ��sts� �f matet`iais or� �c�u�prn�rt� a��� r�����sa�y, st�ct� t�sts wil.l �e mad� at �h� ��cp�ns� o� an� ga�d �vr d��r�c� t� th� ��stin� ac}en�y �y �h� Qw�er unX�ss o�herwis� sp�ci.�ically �ro�rid�d_ The �ail�tre of t�� Own�r to mak� any tests �� rna�erials aha�Y be in no way r��xeue �he ��ntractor o� his res�on�ibi].ity of �urx�is�ing ma��ria�s at�d equiprner�t fu11� �on��z�nxz�g to tt�e requir�m�r�ts of t�� �oritr��t Do�usnents_ �'es�� a�[� sam�li.nq o� �ateri.a��, t�r�l�ss �the�wise sp�ei.�i.�d, w��� �� mad� in a�cc��danc� wz�.h t�te 3.at�st m��ho�� p�e�c�ibed �y the AtsYeri�an �oci�t�+ ��r T�sting Ma��ri.als or �p�cifi� requir�rnent� of �t�� Owx��r_ The �or���actor sha�l p�ravid� su�h faci�ities as the ��ngir�ee� may req��r� f�r coll�ctinq �nd forw�rdirrg sarnpJ.�s �nr1 sY�all nat, �rith�+�t sp�c���c w������t ��rmissior� of the Er�g���e�, u�s� th� uaat�ri.al� �rte��[���s�t�c3 by �h� sampl�s t�nti� t�sts hav� be�n ma�� �r�� the m�at�rials a�pz�v�d� �or ��e. Th� �o�t�r��t�r �ail� furr���h �der�t��z�� �am�l�s without ����ge �o �.h� Dwn�r. �r� cas� o� concr�te, the aggr�ga��s, design in,kni.mum+ ar�d th� mixinc� an� �.�ansporti.r�q �q�iprn�nt sha�1 b� a����v�d b� th� Eflgi��er bef��e ar�� �on�rete is pla��c�, and the �ont�ctor shal� be respot�sibl� foz replacir�� an� �on�ret� wh�c� c�oes not meet the r�qui�em�n�� �£ tk�e Cont��ct Docurn�r��s, Test� shall be mac�e at �e�st 9�a�r� p�ior to t�e pla�ir�g of �oncrete, �s�nc� ,sa�m�les f�eom the sante �,c�gr�qa,��r �em�n�� and rn�rtar whi�h are t� b� u��d �at�r in the co���ete. 5�ou1� t�� source of s+s�p�,� change, n��r tests sha�i �e ma�� ��i.o� t� the use o� ttte n�w r�z�t��i�is. C�-5.13 �T�RP��E QF MATER�AL�: P,�1 rnater�als which used ir� the car�st�ruct�L�ri ��er�tkon �trall be stored insura t�� ��es��v�tion of �h� c����ity a�d fitriess o� �hen dx��cte� b� tk�e �ngineer, t���► ��a].� �� p�ac�d pXatfo�rn� or �th�r hard, clean du�abl� surfa��s ar�d ar� t� b� so es �o the w�rk. o� woo�er� n�t on �he ��-� ��1 g��und, a�d shal� be �laced u�der c�ve� wh�n direct�d. �ta�ed m�ter���s sh�ll b� ��ace� a�� �o�at�d so as to facil�ta�� prvm�t insp�c�ion. . ��=�.i4 �xl����c sT�uc�uR�s ��� ��rLz��E�: The locatfon•ana dimensia�s s��wn o� ��e Pi��� rela�i�e �o exxs���g uti�i�i�s ar� ba��d on the be�� �n�orrnat�o� avai��ble. OrRis�i�n f�om, ar the inc�us�on o� ��i�it� ����ti��s o� ��� Pl�ns i� �o� to be ��nsi��red as �h� n�n�xis����� of, or � d��init� location of, �xisti�g u�d�rgrou�8 ut���txe�. T�e locatio� of m��� gas m�in�, w�te� �ains, �ondu�ts� se��r iin�s a�d �e��i�e �i�es fo� �11 ut�k�t��s, etc.� is un��o�� to t�e Own��, �n� t�e ��n�z ass���s na responsi�ilit� for ��i�ure to show an� o� ��1 �u�h s��uctur�s and �ti�it�e� o� the pl�ns o� ta s�ow them in th�ir ��a�� ��cation. �t �s mu�u�ll� �gre�d �hat �u�� failure wi�� n�t �e cans�8ered su�ffc���t ba��s for cla�m� for �ddit�or.al c�m�en�a�ion fo� �xt�a �ork o� �or i�c��a�i�g th� P�Y �ua�titxe� i� an� ma���r ��atsoe�er, u�X�s� an vbstruc�ion ���ounte��d xs s�ch a� to n�c�ssita�� cha�ges in th� ����s a�d g�a�es o� cons�8�rab�� mag�itu�� o� requir�s �h� bu��din� �f spe�xa� w�rks, pr�v��io� for w�ich is not ma�e in t�� Co�tract Doc�m�nt�� in which ��se the �rav�si�n i� t�e�e �o��xa�t Do�uments fpr E���a Wo�k sh��l ���ly. It shal� be th� �ontra��ors �esp��sibi�x�� to v�z�f� �acatio�s of �dja�e�� and�v� con�lict��g ���li���s sUf�x�i�ntl� i� �dvance a� �onstru�tf�� i� ar��� th�� �� ma� n��otia�� �u�h local adju�tmen�s as �ec�ss�ry in th� �o�structi�n p�o� �ss to p�ovide adequa�� c��aran���. The Ca�t�act�r sh��� ��ke a�� n���ssa�� pr�caut��ns in order t� �ro��ct al� ���sting u�ilitkes, struc�ur�s and sezvice ��nes. V�rifica��on of exi�ti�g utiliti�s, struc��r�� a�� servfce �in�s sha�l fn���d� n�tif��at��n �£ �1� utili�p co�pa�ie� at ���st �o��� eight ��9) �o��s �� �dvan�e o� c�n�t�u�tion ��clud�ng expYoratary excav�tio� �� n�c�ssa��. All v�ri���ation of e��s��nq u�ilities a�d th�i� a��ust��n� �hall �e con�f�er�d �s sub�idiary wo�k. C5-S.15 �NTERRUPT�Q� �F SE�V�C�: �. ��r��� �rosecution: I� the norrnal pros�et�io� of wos� ��e�� �he i�terruption �€ servi�� is nec�ssary, �h� �A�t���t�C� a� ���St 2� h�ur� 1� �dVdnCe, S�a�l b� r��uir�d to: 1. �oti�� t�� Water Departm�nt's Distribution Dr�isi�n a� ta ��ca�ia�, txrn�. an� �ehed�le of s�rvx�e inte��uptian. CS-S �7� �. �a�i�y �ach custorn�� p�rsonall� thr��g� res�onsi��e p�rso�n�� �s to �i�e a�d schedule o� th�e i����ru�eion of th�ir s�r����, or 3. �� t�e ev�nt that persona� �o�ifi�atio� of � �usta�er �a�not be rnade, a p��p�red ��g �a�m s�all b� a�tached to ��e customer+s ������ce doo� kno�. The tag sha�� be dur�b�� �� �amgosi.t��n, a�d in �arge �o�d ��pe sh�x� say; "�OT��E" D�e to Ut�iity Imprpv�me�� i� your neiqh�ozhao�, �ou� {wa���� {sewe�l ��r�ice wi�l be inter= �����d on �etw�en �h� �o�rs o� a�d . T�i� i�co�ve�ie��e ��11 �� �� short as possible. Tha�k �ou, Contra��o� Addr�ss �ho�� b. �m�r�e�cy: �n the e�ent t��t an �n��rese�� se�v��� interru�ti�n accurs, notic� sh��� �� a� �bo��,�ut irnrnediate. ��-5.16 MUT��� ����p���HT�ITY O� �DNT�A���RS; �f, ��ro�gh a�ts o� n�g�e�t on th� part o� the Contr���o�, a�� �ther �ontrac�v� or �n� s������tracto� �hall suff�� �o�s or da�age �� �he work, �h� Contract�r agXe�s �o ��ttle with su�h oth�r ��n�xa�tor o� sub�contrac�o� �� ��r�emen� or arbitr�txon. �f s�ch o�her �an�ract�� or ��b-��ntractor s���� ��se�� a�� c1a�m a�ai�st �h� Qw��� �n a��ount of any darna�e ����g�� t� ha�e �een ��stained, �h� ow��r wil� �atif� tMe C��tra�t�r, wha �haYl ind�mnify ��d sa�e har�l��� �h� Qw�er against a�y �u�h �la��. C�=5.i7 �LEAN-�P: C�ean�up of surp��s �ndfor w�s�� m������ls �ccum��a��� vn �he jo� �i�e d�ri�g �h� prasec�t�on of t�e work und�r these �on��a�� Doc�ments �haY� be a��ompl�she� in keep��g with � d�i�� �o�tine est�blx�hed �o t�� �h� ��tis�a�tion af the �n��n�er. T�en��-fours fou�s �fter wx���t�n €�o�ic� is qiven to th� �ont�actor �hat t�e �Ie�n-u� �rs �he ��� �it� is p�c�ce�ding �n a�z�n�e,� t�rt��ti��ac�ory t� the En�ineer, �� the C�n�ra��ar �ails t� cor��c� th� �5-5 (8) unsatisfac�ory pr���d�reF th� �i�� Rtay tak� such �ir��t a���o� as the �r�gine�s de�m� app�opri,ate to cor��ck �h� �7��ar�-up de�ici�nci�s c�t��' �o the �ont�ac�o� ir� t�se writt�n r�o�i.ce, artd th� co�t�s o� s�ct� dir�ct a�tion� pXus �5� o� su�� �ost�� sha�.l. �� d�du�ted f�om tnani�� du� o�r to ��come �1ue to t�� C�nt���tor. U�on �h� c�mpletion a� �h� �ro��ct as t� who�� as corr�r�c� �y th�se �ant�ra�t Docum�nts� �nd k���ore �i.na,I a�c�p��►r��e and �ir�al p�yme�t� +�i�l �e �ade, the C�n��a�tor shal.� c�ea� and rez���re f�eam �h� si�e o�` th� p�oj�ct a��. s�rp�us and discarc��d �t�terials, tempo��ry stzuctu��sf and d��ris of ��rer� kind. �3e �hall lea+ve �he sit� of a1�. wo�lc in a n�at an� a�de�`i�► cor�c�iti�r� �qual �o that which �rigir�a�ly �xist�d. Surgl�� anc� was�� mate�eia],� removed ���� ��� sit� of �he wprk �t�a�ll b� dispo��d o� at �oca�ior�s satis�a�tory �o �he En�ineer. Th� �ont��►�tor sha�.� tho�ough�y �J.ean �Xl. equipm�r�t ar�d r��t��i.aJ.s install�d by him an� sha�� del.i�ert ov'er su�1� m�te����.s snd �q�i�ment in a b�i.�ht, c�,�an, poli.she� and �ew appearir�g candi.�.ior�. No e��ra �vmpens�tior� wi].� be mac�e t� th� �oz����cto� far a��► c�ean-up r�quired on the pr����t. C5-�.�8 F�NA�. �N��ECTTO�T: Wh�nev�r th� warl� ��o+��d�d for �.n a�id �an���pla��d under the Con����t Documen�s has been sa�is£ac�ar�l� com�l�ted ar�d fin�� �Xeanup per�orm�c�, the Er�g�n�er wi]�1 nati�y the prop�� offic���ls of th� Owr��r ar�d requ�st that t�e �ina� insp��tior� be made. Such ir�s���tion w�.Xl b� m��e wi.t3��n 10 da�rs �ft�� su�h not�fi�ation. A�t�r such �ir��]. insp�cti�n, i.f the +h►ork and mat��r��l.� at�� equa.pment a��� f+�ur�d satis�a��ory, tt�e �ontra�tor wi�l be r�otified in wr �t�ng of th� a�cegt�nce of th� �art�� �►���r the p���er r�s��utian ha� b��n �ass�d b}� t�e C�.t� Co�r��il. No t��me �harg� will �� made �gainst t�t� �ontr2��tar betwe��t �ai� date af no���i�a�iorr of th� Es��i�eer a�c� the �a�e o� fin2�J. i,���ecti.on �� �ri� worlc. �5-5 [9) p���r � -- c�ta��x� �o�r�r�rio�s �G-� L���l�, F�£��"����5 AN� �i�BLiC �tESI�ONS���L�'�Y �EGT�Oi� C�i-6 �.��AL R£LATI�N� A�ID PUSLI� R�SPONSIBILI'PY �6-6.� LA�?S TO H� �B�EFtV'E13: Th� Colntra��.or sh�ll at a�� tim�s obsex`tr� ar�r� co���y witk� al�. F�d��'a� ar�t� stat� �aws at�c� �ity o�d�r�ances �nd �egrs��ti�r�� wt�i�h �n any way a�fect �h� �o�du�t oi� the w��� �� his ope��tios�sr and shall obs�rv� ar�� ��m�].�' wi�� �11 �zr�e�sr 1��+�, v��in�n��� a�d regu�a��aris wh�.ch exist o� ���ch r��� be �r�a�t�d ].at�r k��r badi�� ha�ri�sg jurisdictior� or �,ut}�o�r��}� �o�' s�ch en�ctm�nt. I�o glea of rn�sund�rs�ar��ing or ignvrarice ther��� wil� �e cansid��ed. �h� �ontrt��t,or and his �u�retzes shall ir�der�r�i��► ar�� sav� harrn��ss �he City �txd al� o£ its o�ti.cers, agents, ar�d em��oye�� agaitrsk� any and ��� ���isn� or �.iabi�.i��r a�i.�ing �rom or b�sed an th� v�olati�r� af an�r �u�h �.�w, o�di.�anc�, �eguJ.�ti�r�r or or��r, wh�th�r it �� ��r �ims�lf ar hi� �mploy��s. G6-f .� PER�SIT� AN1? �I�EN�ES: �'h� Cant,r�ctar shal� gro�ure ai� �e�m�.ts ar�d licenses, �a�► a11 charg�s, co�ts �n� fe�sr a�d giv� aZi noti��s n�cessary ar�d inczt��r�t to t�� d�e and �,a��u� pros��ution o� �i�e work. �U-5.3 ��TEI�T�D D�V���� �SAT�CRIAL� 71t�D PROCESSES: If ti�e �o�nt��ac�o� is requ���c� or ���i�'es to us� a�r�y des�gn, c�evfce� material, or pra�ess cav�red by' ��t�ex', gat�t�t, or ����rfght� Y�e shali provi�de £o� su�h us� by suitab]�e 1���� �gr��ment� with t�e pa�ent�� �r own�r af su�h patent, Iett�,�, o� �og�►r��hted de�iqn. �t is mutuaYl� agr�ed �r�d ua3erato�d th�t �,�rit�out ��c�ption t�e contr�ct pri.c�� sin�].1 ir�clud� ��1 r��2�lties or co�t ��ising f�om pat�nts, trade�rn�,rk,s, an� �op� ri�ht� in any wa� xs��to�v�� in the �+ark. The Contra�to�' ar�d k�is �ur�ti�� �hal,� in��rnnif�r ae�d save harmless t�te Own�r ��ou� ���r and �t�l �laims for � in�rin�eu�en� hy re�san of tk�e us� o� ar�y su�k� �a��n�er1 ��sigr�, de�ti��, ��t���,al o� pz��es�, ar �t�� trx�r��-�arlt �z copy �i�ht in conne���or� with �h� worl� aqr�ed �.o b� p�����me�3 u�nder th��e �antr��� �o�um�rtts, �nd �t��11 in��mr���� th� Owr��� fo� an� cost� ��p�r�s�, ar ���ag� whic�i it �nay 6e �b�kc��d to pay by rea�on o� such inf�i�gerner�� �� ar��+ tirn� du�i,�q th� prosec�tion of the +�orl� or ���er �ompX���orr o� the �ror7�t ���vid�d, however, tl�at tlts Owne� wi].X ass�tme �.h� respon�ibili�}� to c���end an�r and a�� suits �xoe��h� �or tl�� infr�ng�rnent �� any �atent �J.�,im�d �o be ir��rinc�ed up�� �� �he d�afr�t�, t��rp� o� c�r�struction ox` ma��ria�, o� egt�ips��nt specifiec3 ir� t�e �or�tract Do�uments �urni��es� th� �ontracto� b� t�he D�ner, ar�d �o riold �he �ant�actor harm]��ss az� ac�o�n� of su,ch �uits, �6-6 f J.1 �6��.4 SA�ITAR� PRQ�ISYON�: fi�� Ca���ac��r s��11 es�a�Iish and en�orce �m�ng h�� e�p��ye�s such r���latia�s �n ��g ar� to clea�liness and dis�osal of garba�e an� �a�te as will t�nd,to p��v�nti the in�e�tion a�d spr�ad o� zn��c��o�s o� cont�gi��s �iseases and �a ef�ecti�ely prev�nt Lhe ���ation of a nu�s�nce a�out th� wo�k �n any p�op�rty eithe� ��b��� or �ri�at�, a�d such �egul�t�a�s �� ��e requir�� �y L�w sha�l be put �rita krn,m��iat� �or�� and e��e�t by th� Con�ra�tor. T�e ne��ssar� sanita�y �onv��i�nces fa� �se �f labo�ers o� th� work, prape��� secluded f�o� �u�1�� �bs�rva���n, s�all �e cons�ru�t�d �nd rnaintai��d �� ��e �o�txac�or and the�� us� � sha1L b� st���t�y �nfarc�� hy ��e �o�t��cto�. A�1 �uch f��i�i�i�s s�a�l be k�pt in a�1�an and san�ta�� condit�a�, �re� from ob�ect�o�able o�o�� �o as not to caus� a nu�s�nce. A1� �ahita�y laws a�d �����atians �f t�� State o� T�xas a�d t�e C��ty sha�l b� strzctiy �amp�ied wi�h. C6-6.� �UBLIC �A�ETY A�� ���VE�I���E� Ma�erial� ar ��Uip��nt s��red abaut t�� w��k shall b� so �laced a�� use�, and the wo�� s��ll at all ��m�s �� sa co����ted, as to �a�se n� gr�ate� abs�r�c��o� �r i�c�nv�n��n�� to the pub�i� th�n is c�nsid�re� �o be ab�oX�t�1y n�c�ssa�� b� �h� En��neer. The �ontrac*o� is req�i��d to mai�tax� a� m�� �frn�s all �hase� of his �o�� i� s��� a man�er as �ot �o i��air the safe�y or �onven�e�c� �f �he public, xnc�ud�nq� ��t not limit�� ta� s�fe ��� canv�ni�nt i�gr�ss and eg��ss �o pr�p�rty cont�g�o�s to t�e wo�� �r�a. Th� �antractoz sha�x m��e adequate ��ov�si��s �o ren��r re�so�a�1� ingr��s ��d ��r�ss for norma� v��icula� tra��k�, �xc�pt during a�tual t�e�ching ar pip� insta��ation ��@i��1Q�Si at a�� drive�a� �rossi�gs. �uch gr�visions ma� x�clu�� �ridgin9, P�a��m��� of crus��d ston� o� g�ave2 or such ot�e� rnea�s of prov�di�q ��oper i�q�es� and ����s� fa� the �r�p�rty �e�v�d b� the ��i��way as ��� E�gi�e�� ��� �ppro�� as a�p�o�riate. Such o�h�� roeans ma� ��c�u�� the �i�ersi�rt of dri��wa� ��a�fi�, with spe�ific �ppr�va� b� ��e Engiae��. If diversi�� of traffic is ag��o�ed b� t�� £ngin��r a� �n� �o�ation, th� �a�trac�o� sha�l mak� a�ra�gem���s s���sfac���� t� ��e En��ne�r at any �o�ation� the ����r���ar shall �ake arrang����ts ����sf�ctary to �h� �ngin�er �or th� div�r�ion o� tra����, �nd �h���f at his �wn �xpense, p�av��� ai� ��t�ri��s an� �erform a�� work �e����ary fo� t�e �on�tr��tion and ma��te�ance �f roadwa�s �n� �rxdg�s ��r ���h �iv�rsxan �f t�a�fic. S�d�walk� mu�t n�t b� obst�u�t�d e�c��� �� sp��ia� permiss�on of �he E�ginee�. �he material� �xcavat�� a�d th� cons��uct�a� m�te����s such as ��p� u�ed in the con�truct�vn af th� work sha�� be plac�d �o as �o� �� endanger kh� w��k �r prevent �re� access to al� ���� �.��rants� �ire ala�m box�s, ��1ice ca�l �a��s, wate� valves, ��-6 t�} gas v�lves, �r man�oles i� �he �ici�ity. T�e Ow�er reserv�s �h� �ight t� re�e�y a�� negl�ct a� �he part o� th� Contractor �s regar�� to p��l�c �onv�nie�ce a�d �a�e�� w�ich may co�e �o its a��e�ti�nk aft�r twe��y-fo�r ho�rs n�tic� i� wri�ing to th� �on��a�to�t sa�e fn cases o€ �m��gency when i� shal� hav� the �xg�� to x�m��� a�� ��q��ct wxthou� notf��� a�d i� eit�er cas�t �h� cost of such work dan� �� materials �u�ni�h�d by t�� �w��r �� �� t�e C�t� shalY b� d�duct�d fro� �oni�s due �r to becorne due �� the Co�tracto�. Th� �on���cto�, �fter approvaY o� ��e Engi��er� sha�l ������ �h� ���e Dc�artm��t H�a�guartex�, �r�f�ic En����er, and Po�i�� ��partmen�, wh�� �n� �treet or �11�� fs requested ta be cl�se� �r o�stru�t�d �r an� fi�e �ydra�C �� to �e rna�� inaccessibXe, and� whe� so ��re�ted hy ��� E�gi��er, sha11 keep an� s�����, atr�e�s, ar �igh�ays xn co�di��o� �or u��bs��u�t�d use b� f�r� ��pa�a�us. The �ont��ct�r s�a�� pr�m���� no��f� �he �ire �epa�tment He�d�uart�rs ��e� �XZ s�ch obs��u�ted ���ee�s, ��i�ys, o� h�drants a�e agai� ��aced ba�� �n �er�ic�_ ���re t�e �on�ra�t�r is ��q�ired to �o�s�ruct temp�r�ry �rid��s �r ma�e ot��r a���ng�m�nt� for ��as���g �v�� d����e� o� streams, h�s �esponsk�ilit� for acci�e�t� �� conn���ion wit� su�� cros�ings sh��� i�cl��e th� ro����� ��g�oa���s as well as th� s�r�ctu��s o£ su�h c��ssx�gs, �h� �ontrac�or shall at all time� �o�duct his �peration and the us� �� co�struct�o� rn�chinery �o �s not to dama�� �r c��stro� tt��s �t�� shrubs locz�ted in close proximity to o� on th� s�.�e �€ �h� ��rl�. Whe�e�er a�zy �u�h damage ma� be done, ��� �ont�acta� shal� �mm��i.at�ly sa��isfy a�.], claims �� g�v��rty own�rs� �nd no paym�nt w3.�1 b� �a�e by t�he ��r���r �.�t �e�tl.�r��n� of such �3.ai�a. �he �o�tracto� sha��. fi].e �rith, �t�� �r�qi.r���r a writ�er� s��,t��►�r�t s��w��q ��.1 �uci� cla#.r�� �d��s�.ed. ��-f>, 6 PI�xV�L���� �F �D1�1TRA�',i'�R IN �'1`]�EE"TS, F���.E7C$, �►Ni? R���iT�DF-S�AY� Fo� ti�� pe�C€o�Cr��,r��� of t�e Contr��G, �k�� �oritract�or wi.11 be p��rnitt�d to use �r�d occupy su�h gortiar�s of the publzc �t�eets �nd a�Xleys, o�r �thex pu�i��c p�.ac�s or otY�e� ziqht�-�f�way a� provfd�d �a� in the o�di.��nc�� of the ���.�� as s�own in ��e �vntra�� Docurt��n��, o� $s may b� sgeck�i�aZl� �uthoraized in w���i.r�q i�� tt�� �r►c��r��er, A reaso�ab�e amoz�n� t�f �ools, materials, and equ�pm�nt for �arrstru�tion gurgo��s may be 5t���� �r� �r�c�t spac�, but no rn�r� than is rrec�ssar� to �vaid d�la�r i.� the construction o��r�tio�s . Excava�ed ar�d waste ma��rials sh��], be pi].�d v�r s��ck�c� ir� su�h a wa�y as r�o� ta i.z��e�rf�r� wi�h t�� u�� of s�aces tha� ma� �� desiqnat�d to b� ��ft ��re� �nd uno�s��u�ted and sa as r�ot �o inc�n�rer���nc� accu�an�s oE a�jac�nt p,��p�rty . i� the s��e�t is oc�upi.e� �� railwa� trackst the w��k s�aXl. b� Cb�� �3) ca�zi�d an in �uch rn�nn�r as �ot ta ��terfe�e with t�� o��r�tion of: t�ai�s, ���d�ng �r un��ading o� cars, �tc. ��her c��t�actors o� ��� pw�er ma�, for all purposes r����z�d by t�e �ont���t, ente� u�o� ��� wark ��� p�e�ises u�e8 by ��� ������c�o� and shal� �e prov���� a�i rea���a�le facilitie� and �&sis�a�c� for �he comp���ion o� ad�oini�� �o��. ��y add�tiona� g�ounds d�����d by the �o�tr���or f�z �i� use sh�Y� be prov��ed b� �xm at hi� �wn cost �n� expe�se. �6-6.7 �AILwAY ��a��IHGs� wn�n tne work en�roa���s upon an� ri�h��o�-wa� of an� �a�lway, �he Cit� wi�� sec�re �h� n��es�a�y easem�n� £or t�e w���. Wh��e th� �axlw�� tracks �r� �o �e �z�sse3, ��e �ontr�c�o� �haXZ o��e��� all the r�gulatio�� ��d instr�ct�a�s of ��� rai��a� co��an� �s �o ��� �ethods o� pe�forrninq th� work �nd t�k� ���1 p�e�aUti��� �o� sa��ty af pra�erty ��d the pub�i�. �e�ot�ati��� with th� x���wa� comp�ni�� �or �er�xts s�a11 6� done b� and th�ouq� th� City. Th� Co�tra��or ��al� �iv� �he �it� nottce no� less than �ive days p�io� t� �he �km� oE his i�t�ntians �o begi� work on that gor�ion o� th� ��oje�k which i� r�lated t� t�e �axlwa� p�v�erti�s. T�e Contxactor will �o� be giv�� e�t�a o� addi����al co�p�nsation £or suc� r�il�a� cross��gs �nless �peci�ically s�� �or�h z� th� C��tra�t �oc�rnents. �6�6�9 �ARRI�A��S, WA�NIN�5 A�D WATC�M��: Wl���e the �or� iS carried o�r zn or �djacent ta any �tre�t,� aJ,X�y, �r pu�lic pla��, ��� �antrac�o� s�a11 a� his own �xp��rse �urni�l�, ��ec�, and main�a#.� s�ch bsrricad��, f��t�es, ],ights and r�ang�r sign�ls, shall pr�vxde su�h w���h��n, ar�d �hall ��k� aIl suc�s o�h�� ��recat�ti�n��y m�asure� �v� the prate�ti.on �� p�rsons or �raper�� a�r�� �f ��� work �s ��e r�e�essar�r. �arricad�s ar�d ��r�ces sha�.l be gainte� ir� a color �ha�� wil� be v�si�le a� z�igh�. �`�orn se�n��t to sunris� t�e �ontra�to� sha�,], #urr►z�h an€� z�airttain �� l�as� ane �asi�� �risi�Ye burr�ir�q light at ea�h �a�rricad�. R suffici�r�t nu�ber of b��ric�de� �i�all be �rect�d �►�d main�ain�d ta ��e� ped�strian� �wa�► fr��� ��d ve�i���� £�a�► �e�It�g dr�l�ren o�t �� �in,to, ar�y �rorl� �n�er �on�tru�tion �r �einc� m��n�a�.n�d. �'h� �nntr���o� �hall furni�h ��tchrn�� and k��� �h�r� at t�ei.r r�sp��tive a�aignm�nt5� in s��f��xe€�� numb��s �.� �rote�� tk�� �ark �n�1 p�ev�nt accider�� oz d�m�q�. All inst��latiar�s �r�� p�aeedures s��►��. b� cos�sist�r�t with the provi.�xon� s�� �ortt� in t�e "1980 Te�cas �Sar�ua� or� []nifarm T�a��i� �antr�� Devices f�r S�r�ets and �igY�ways" ��su�d undeX th� a+�thorit�r o� th� "Stat�e o� �'exas �Jn�.�orm A�� Reg��atirr� Tra���c art F;i,gt�ways". �odi.,Ei�d as Arti�l� 6701d 'Ve��r�'� �i�ril Stat�t�s, �e�txr��nt s�ctiae�s krexr�g ���t�ort riS��. ��, ��� 30 an� 31.. C6-6 �4� T The �o���actor w��l nat remov� ��y r�gulato�y sign, in�tr���iona� siq�t st��et name sign, o� ot�er sign uhich has ���� e�ecte� by �h� ��t�. Zf it is �e�e�mi�ed th�k a�ig� must b� re�o��d to permit ���ui�ed �o�s�ructian, t�e �on�racto� s��ll �o�tact ��� T�ansporta�ion and Pu�lic Wo��s dega��m�n�, Signs �nd �a�ki�gs ���isioa {ph�ne �um�e� 87B�-�Q751, to ��m�v� the sig�. Z� �he �ase o� �egul��o�� sig��, the �an�racto� must ��p�ace �he perman��� �i�n w�th a �emporar� si�� m��ting �h� �equireme�t� �f th� ��ove ���er����d �an�a� and �uc� t�m�ora�� si�n m�st be �nstall�� prior to th� ��m�val o� the p�rma���� �ign, If �h� temp�rary siqn i� not �ns���l�d �orr����y a� if xt �oes �ot ���t th� x�q�ired sp�czfi�ations, the �er�an��t sign sha�l b� l�ft in pl��e unt�� the te��ora�y sign �eq�ir�roe��s are m�t. Wh�n con�tru�tion wor� �s �omp����d to �h� extent ths� ��� p�rm���nt sign can be re�i�s�a�le�, �he �oatra��or s���l �qa�� c���act ��e ��gns a�d �arkz�qs Div��io� to re-��s����� th� p��ma�en� sign a�d shall �eav� his t�mporary sig� zn ��a�e ���il suc� re-�nst�XXatio� is ��mpiet��. The �Qn�i���0� will be h��d resp�nsible £�r ail damag� ta the work or the publi� d�� �o fa�Xure o� b�rricades* s�gns� fences, lightsF o� �atc�m�� t� prote�t the�, �he�e��r ��i�e��e is �ound of �uc� damag� to th� �ork the En����er ma� or3e� �F�� da�ag�d �o��ion immediat��� �em�v�� art� r���aced ��r �.he �on�r�cto� a� th� �ont��ctor's own exp�nse. Th� �orrtr���ar's responsibility for �l�e rnaint��art�e of bar�ic�d�s� sa.gr�s, f�nc�s �r�� lkgt�tst ar�d �o� groviding w���hmen sttall �ot �ea�e untii th� p�ajecC. sha��. hav� ���n comple�ed an� accept��d by �h� O�rr��r . I+10 com��rtsat�io�, exc�gt a� speci�i�c��.�y pravided �n thes� �ontract Do�u��nts, �rill �� pai.� to th� Contr�ctor �or th� �o�k arsd m�teria�s i.t�volv�d in tl�e cot�struc�ir�g, �ror�iding, �nd maintai.r��rr� o� �a►rrica8es, s�gr�s, fen�es, and ligh�s or �o� e�larie� �� �rat�hm��, for �.Y�e st�b�equ�nt r�maval �nd ��sposa� of su�t� �arrica��s f s�.gns, o� �or any �the�c inci��ntais �s���ssa�� f�r �k�e pr�p�r p�ate��ion, safet�� �ad ���v�r�ie�tce o� �h� publi� dur�nc� the cor�tract pe�io�, �s th�.� s,►ox3c is �ansi.d��red to be ��bsidia�'y to ��� se��ral it�ms �or which utxit o� lump surn ��ices a�re r�q�est�d it� ��e Praposal. �6-�i . 9 U�E 0�` E]C1��.0� Z'SfE� ����P W'���H�`� �'��=: �ho�ld ��e Cor��.r�c��r el�c�. �� us� e�c��osi.v�s, d�o� weigk�t, etc., in tt�� pr�sectxti,ort af the worJc, the utrn�st ca�r� shall be e����ised �t all t�m�s �o as r�ot t� �r�das�ge� �xf� or ��roper��►, Th� �ont�act�r sk���.l. ��tr�y the ��'�pe� regres����e��ve o1E ��y. p�bli� ;�r�rice co�rp�ra�ioz�, an}� cam�a��►, iadiv�dual, or uti I it�r f�n� the Owner, not less than �+�enty;f��xr hau�s in C�-C (5} advan�e �� the use a� ��y act�vi�� w�i�h mi��� damag� or �n�a���r t��z� �r his �rv��rty alonq or a�a���n� �o t�� wor�. w�e�� the us� o# ���losi�es i� to be permit��d on th� pro���tf �s �pecified in the �g�cial ��ntract �o�ume��s, or the us�`o� expXosiv�s is r�q��ste�, the Contx�cto� shall s�bmit �otic� to the �n�ine�r �n w�i�fng tw��t�-��ur hou�s prior to corn�e�czn� an� �ha�� f��n�sh e�iden�� �hat �� has insur�nc� c�v�raqe to �r��ect agai�st any damages an�J�r in�u�xes a�isinq out of such use af ex���sz��s. ��� c�aims aris�ng out of �he use of �����si�es �hal� be �n�esti�ated a�d a writte� r�p��t rnade b� ��� Contra�t�r°s i�sur��s to �he ���ifle�r �it��� ten {l�} da�s ��ter receipt �� written notic� �� �he c�ai� t� �h� ���tr���qr ��om ��t�er �he �ity.or the ���i�a�t. The �ity �ha�� proce�d to �i�e nv�ic� �o the �on�ract4r o� a�� s�c� ����m. The us� of exp�o�i�es may be suspe�d�d by the �nginee� �� any c�rnpl�int �s recei�ed and s�c� �s� sha�� �ot be res�m�� u�til trie ��use �f t�e ��m�l�int ha� ��en adar�ss�d. Whenev�r e�plosive� are �to��d or ��pt, the� shal� �� s�vred i� � saf� ��d s��ur� m�n��� ��d a�1 s�orage pl�c�s shaY� b� p��in�� maf�ed "DA��ERO�S ���LO���ES" and sha�� �� ��d�� t�e care o� a����e��n� �at�hma� a� ail times. A�� v�hi��e� �� w��ch e�p�vsives ar� being tra��garted sh��� �e pl�in�y m��ked �s menti�ned �b�v� and sha�X, i�s��az as g��s��le, n�t u�e heavy tr�Ef�� �autes. ���5,10 �0�� W�THIN �A�EMENT�: Wh�r� th� war� ���s�s pver, through, nr into �rivate p�opert�, ��e �w��x �il� �rovid� s��h righ��of-�a� o� easem�nt pri�il��es as the �i�� may d��rn n�cessar� f�r ��� pxasec�txan of th� w��k. Any m�diti��a� �ights-�f�wa� o� wo�k a�ea consid�red ���e�s�ry �� ��� �a��r�c��� shall �� ���v��e� b� �irn at hi� own �x��ns�. �u�� a�d�ti��a2 rights-of-w�� o� work are� s�al� be acq�i��d f�r t�� be����t �f the City. �h� �ity s�a�l �e nati�i�d �n �riti�g �s to ��e rk�hts so �cqui�ed ���o�� wo�k b�qins in th� a��ect�� area. ��� �ont�a�tor shall no� ���er upo� p�ivat� �����rty for $�y purp�s� without ha�in� pr��i�u�ly abt�ined �er��ssion �rp� �he ow�e� a� �u�� ��o��r��. �he �o�t�ac�o� will �o� b� a1Law�� to stor� �q�i�men� or m�����a� v� p�ivat� �ro�e�t� �n��s� ��3 �n�il �h� s�e�ified �pp�ova� o� th� �r���rty o���� �as been �acured in writi�g b� t�e �on�tac��r a�d � co�� furniahed to t�e �ngkneer. UnZess sg��i�ic���y �r�vxde� athe�wise, t�e Contrac�or sh�ll c��a� al� rx�h�s-o�-way �r easernent� �f o�st�ucti�ns �hic� �us� be �ernov�� to ma�1�� p�ssibl� p�rop�r pro���u���r� �� tk�� ��rk �� a par� v� th� �ro ject cans�r�ction ap�rati�r�s . Th� Contracta�� si�atl b� re�p�nsibl� �or th� �reserrration �f a�r�d ahal� us� �f-� �61 �v��y pre�auti�� �o ���ve�t damag� �o �l� tre�s, shrub�er�� �la�ts, �awns, ���ces, c�l�erts, c��b��g, and al� othe� t��es o� s�����ur�s �r im��ov�m��ts, to ��1 �at�r, s�wer, ��� �as iin�s, to ��� c��duitsi �V�L��B� po�� ���esr �r aQpurt�naa��s �h�r���k in�l�d�ng �he co���ructio� o� tem�o�ar� f��c�s� a�� to alI o�he� publi� or pri��t� pro��rty alo�g a��ac�n� to t�� w�rk. The Con�ractor shall not�f� �he prop�r r��res��ta�i�e� o€ owne�s o� occupants o� ���li� or �rivate lands or iritereat �n �ands whi�h �iq�t be �ffect�d by ��� work. Such no��ce sh�l� be mad� at �eas� �8 �o��s �n ad�ance o� th� ���i���ng of t�� wo�k. Noticas sh�k]� b� app3.i��b�� �o both public �,r�c� pri�r��� uti�.ity campani�s ar �,r�� ������ati�r�rt ���npan�r� fr�di,vidua�, �r o�hez, either as owners or a����a�t�, +a�ose iar�d or in��re�t �r� lan� ma.c�Yr� a��ected ��r the work, The ��ntra��ar sh�l� be resp�n�i�l� ��� all �amage or in�ur�y to �ro�r�rt�r of any cha�a���r r�su�ting frorn any a�t� omi.ssion, �ec��,�ct� �r s�iscandu�� �rx �1�� manr�er or ��tho� �r e��cutio� of the work, or at z�ny ���e �lue to �e��ctive work, m��,e�ial, o� eqr�i��n��t. Wher, an� wt�ere an�r �ir��t os indi�e�t or it�jury �,� don� to ptsblic o� p��.vate pra�ert� on a��v�nt �� at�y act, o�issi�r�, neg�.e�tt or mis��nd��� �t� t�� e�ecution o� the work, o� in ��n��quenc� of �h� �i�n-ex��ution tt�ereaf or� the part o� t�� Cor�tractor, he sh�7.� r�sto�� o� k�8v� r�sto�ed at h�is own �ost �r�d �x�ense st�ch p�aper�� t� a con�itiot� at �,e�s� equ�l to that existi.n� befare such dam�a�e o�' injt�r�r w�s 8one� by repairinc�� r�l��ti�ding, or �therwis� ���ia�i�� �r�� re��or�ing �,s stt�,� b� direct�d �y th� ��ner, �� k�e st�a�,�, ma�te good s+�ch damaqes or �njury irt a mat�n�r ���e�tal�le to th� own�a� o� �he ��co�ert� arid the Ettgine��, AZ1 �en�es en�ozant�red a�t� �e�ov�� during �on�tr�ct�ar� of ���.s p�eoj��� shall bs xes�.��e� to the �ric�ir�al �r a better than origi�xai condition upot� comp�eti,�t� v� thi� proj���. �l�er� wir� ���ci�gf eith�r wir� ���h or l��rbed wi�� is �a be crossedF �he �ontractor shall set �ro�� �raced gosts �n eiti��r sid� af permaner�t �asernent b�fo�e the f�n�� �s cut. �ht�u�d additiana� f�n�e cuts be nec��s��y, the �or�tr�ct�r s�all prov�de cross �raced �osts at poin� o� the pr�posed �ut i�t additio�s to the cross bxaced �ost� p�ovi�ed at the p��rman�r�t ease�r���.s ].ia�its, b��or� the �ence is c��. T��a���ar� ��ncxr�g sha11 �e erectec3 �,� place o� the f�s�cin� r�mov�r3 when�t��� ��e work is nat ir� p�ogr�ss �t��3 when th� site is vac�t�d av��nightf and/or �►t a�� �i��s to p���rent �icrestock f�am �r�t�rinc� �he constru�ti�r� area. T�e cost �or fer�ce remorr��, �empo�ary closure� �nd replacement sh�,I.� k�e su�sxdi.ary to �i�e vari��ts it�t�s bi,d tn �he pr��ect CG-6 {71 pr�posa�. There�or�, �a se�ar��� �a�m��t shall be all��ed �o� any servic� a�soc�a�ed with thi� wo��. �� �as� of ��il�r� on �he part of t�� �antract�r �o r�s�or� s��h �r��ert� to rna�� g�od such d�ma�� or in�ur�� ��� Owne� m��, u�ofl 48 hou� writt�n noti�e u�de� ar�inary �ir���stances, an� wxthout noti�� when a nu�sance �r h�za��ous �a�d�tion r�salts, ��oc��d to repair, re�ui�d, or otha�wzse restvre �u�h pr�g��t� �� �ay b� d�term�ned b� �h� Qwn�r �o b� n��essary. and th� ��st ��er��� wi�I �� d�du�t�d fr�m $�� mani�s du� o� to b�come du� t� �h� Contra�to� under this �ontr���. C��S_I1 I��E��� �EN� ��NTRA��DR: It xs u�derstqod a�d �greed by ��e �arties h�reto that �ont��ct�r sha�� pe�f �r� �11 w�rk a�d ���vic�s hereund�� as an in��peade�� contr���or, �nd �ot as a� o��icer, agent, ser�a�� �� e�p�o��e of �he �wn��. �anG�actor sh��� ha�e e�c��s��e �ontroX o� a�� t�� �xclusi�� right to c�ntrol the deta��s of �X� �h� ���� a�d se�vic�s perforrned he�eunde�� and ��� persohs p�sform��g sarne, ��d s��l� be ����ly res�a�sib�e ��� the ��ts and o�issions �� its office��, age�t�+ �er�an�s, em�io�e�s, co�tr���or�, �u�cant�act�r�, li���s��� and invite��. �he d���rine �f r�spondeat sup��ior sha1� n�t ���ly as ���we�� 0���� �n� �o�tr���o�+ �ts o�fic�rs, agents, �mployees, co�tr���ors a�d �ubc�ntractors, an� no��ing her�i� shall �e construed as creati�g a�artn�r�hip or �ozn� enLez�rise �etween Q�ne� �nd �o�tractor. �6-5.1� C���RA�TOR'� RESPONSIBI�zTX FO� ���AGE �L����: �ontr����� �ove�a�ts a�d ag�ees t�, an� does �er��� i���rn����► hold �a�rnless a�d d��end O�ner, its affi����� a�����, s�rv�ntst ��� emplo��es from a�d ag�i�st an� an ell clairn� a� suits fa� grop��ty da�ag� or l�ss andfor perso�al i���r�, �n�l�ding d�a��, �� any a�d ��� perso�s, o� w�atsa�v�r kind or c�aracter, w�eth�r ��al or ���e�t�dr �ri��nq o�� o� or in c����ction with, di����l� or i�di�ect�y, �h� ���k aad �ervic�s to be p���a��ed h��eu�d�� b� ��ntr����x, �t� oi€€���s, ag�n�s, ���loyees, �ontra���rs, s�����t�actors, l�cen�e�s or �nvit�es, ���t��r �r �o� ��used, i� ���le or i� ga��, �y �11�ge� �eql�genc� v� the �art of �f�icers, �q�n��, s�rvants, �rn�loyees� �o���act��s, s�bcontr�c�o�s, �icensees a�d fnv�t�es �f �he'��n��; ar,� s�x� Co�t�a���� �o�s �ereb� �o�e�a�t �n� a�r�� �v assum� all 1ia�ility and r�s��ns�b�lxty o� Own��x ��s v�fi�ers �g��ts� ��rv�nts �n� �mplo���s ��� pra�er �� d�mag� o� Ioss, an��o� p��sa�a� i��u�ies, i�c�udi�g d�at�, to ��� and all p�rsons �� whatsvev�r kin� o� char�c��r, �h����r �e�Y or �ssert�d, a��sing out nE o� k� c�n�e���o� wx��� di�ect]� or ind��ect�y, the work and ser�ices to �e �erfar��d �ereun�e� by �ontra�tor, i�s af€i���s, a��nts �rnpYay��s, �o�trac�or�, s���ontra����s, �ic���e�� and inv�t��s, w�e�her �r �o� cau��d, C6-6 ( � 1 in wt7o�e or in part, b� all�ge� n���i�e�c� of �f��cess, ag�n�sf aerv��t�, em��oyees, cantractor�, su�con�r��to�sk lice�sees ar i�vit�es a€ the Owh��. Contrac�a� likewfs� �o��na�t� a�d agre�s tot ��d does h���b�, f�demnif� a�d ha�� h�r�less Ow�er €�om a�d d�31n5� a�� and all x�juries,loss o� d�����s �� p�op�r�� o� �h� O���r duriaq th� pe��o�ma�c� of a�y o� ��� t��m� ��d co�d�t�a�s of t�is �o��r�c�x w��ther arisi�g ou� o� or in �an�e��io� �i�� �r reaultin� frorn, in wh�le a� �n pazt, an� and �1� �11�g�d acts or omissi��� o� offi�ers, aq��ts� s�r��nt�, �m�lo���s, contra�tors, �u�co�tr���o��, �i�enses, o� in�i�e�s o� the �w�er. �n the ev�nt a wr�tt�r� ���i�t for darn�g�s ac���r��t �he �or�trac�o� �r �ts �ub�antractars r�mai,ns u�tsett��d at� ti�e time all work on th� pro��ct ha� be�n com����ed �� the sat�s������r� o� tl�� Direct�r of the Water �ep�rtmer��, �s evid�n��d ��► a �i.na,l insge���.ot�, fi.r�z�� pa�rnent to �he �antractor sha11 not he re�omrn�r���d b� �h� Di.�r�c�or of the %�ater be�ax��me�t f�r a p�r�ad of �� days a�ter #.�e date of such ffr��� i.n���ctia�tf unle�s t�t� �ontr�cto� sh��].�. s�b��t w��tten evid��cc �atis���tory to the Direc�or �h�t th� ���,i� ha� b��rt s�tt��d �r�d a rel�as� has been obtair�e�l ��om the c].�im�,r�t invo�ved. �� t�ie �laim cor�c�rr�ed r�m�►in� ur�sett�ed as o� th� �xpirati�n of' th� a,�ove 3�-day per�iod, �.he �or�trs�tar ma�► �e de�rt��d tc� b� �r�t�tl�d to a semi;�ir�al �a�rn�r�t �or wo�ek �am�l�ted, su�h serni-��t��� payrnent to be �r� a,r� �t�ou�� equ�1 �a t�� tot�l d�1].ar arnou�t� �ri�� due ��ss the do2�ar value o� �fly �r����en c�aims per�d�ng �qafr�st� tY�e Cont�acto� ari�ing o�t c�€ ��� ��r�o�mar�ce o£ such �v��ct artc� suc�t senaf�fina� pa�rrnent may ��t�� �e �e�oram�n3�d by �he �ir�ctor. The D��e�to� shall r�ot �reco�mend fina]� pay;nent �a a�ant�s��or aqainst �rk�a� su�h a�lairn �o�r t�am�g�� �s o�t�s�ar�di.�g for a ��riod of ���t r�o�t�s �o��owing t�h� �a�e �� th� acceptance of the worSc p��forrn�d u►r��ess trie Cont�a��o�e �ubm�ts evider��e in �rri�ing sa�i�fa�to�� to th� Dir��tor �h�t: 3. The ��axm h�s been s���1ed er�c� a� r�leas� has ���� �b��i.x�ed, �rom tl�� �Ia�im�n� �r�vo�v�d, �r 2. Good £ai.�h e��a�ts h�v� beer� r�a�3e �.o s��t],� su�h o��s�and�ng clazm�t and su�Y� good �aith �ffo��� hav� �ai�ed. �� �andi�i�n il} above is m�� at an� time �ithin �he s�I�t mor��.h pe�i.ad, ��� D�rector sha�.�. recommend �h�� �k�e fi,�al. paym�r�t �� the �ontr�ct�r b� mad�. �f �ar�ditior� ��� abov� i� ��� �,t ar�y ti,xne r��.thi.n the six month �eriod, th� Dir�ctor r�a� �r��ammend t3�at the �ina�. p�yment to the ��n�r��tor t�e mad�. A� �h� �6-fi (9) �x�i�at�on o� �he s�x mont� ��rivd �h� Direc��r may ���amrnend t�at ��n�l paymen�t �� mad� k� all o�her work has ���n �e�form�� an� a�� other a�ligaG�o�s of th� Co��rac�or hav� been m�t to the s�tisfaction of th� �irectar. - The Director ma�, i� �e d�ems it a�grap�iat�� �efu�� t� ����pt �id� on othe� �at�r pepa�t�ent Con�ract wor� fr�� a� an����t�� agaxns� �ham a c��irn f�r d�mag�� is ou�standing as a�es��t o� �ork p���ormed ���er a C��� con�r�ct. ��-6 .13 �O��A�CT��' � �LAIM F�R DA.%iA��S: �h���d �h� ����ractor ciaiu► �o�n��risat�io�t f��r arty zx�L�ged �1am�c�e by r�ssor� o� ��� acts o� or�issi�n� �f the ��r�er, i�� stt��,l witk�i.n tl�r�� ��ys a��er the actual suatafninq of su�� alleg�� d�rn�ge, m�,lce a w�itten s�ate�►er�� to �.he �ngis�ee�t sett�r�g ou� ir� det��i� �he natu�e o� �?�� a�leg�d d�mag�, a�d a� or be�a�� the 25�i� da� of th� rnontlt s�cceeding �ha� in wh��h any su�l� damage is ��aime� to ���r� �e�n �ustained, �h� �ont�acto� s�a11 ��iXe wi�h the �r��ineer �n i.t�miaed statem�r�t of �he detaf �� z�nd am�unt of srsct� a�l�g�d ��mage a�d, t�post req�e�t. �h�l.l give �he �s�ginee� ac��ss �a a�3. �oak� of z��co�nt� �ee��ipt�, vvu�hersrt hi11s �f lad�r�g, and ��her �o�ks �� paper� cantainiz�q ar�y evidance as to the amaun� oE su�h a,�.�.eg�d. darnaq�. EFnl�ss s�tch s�atem�nts �h�ll b� f�I�d as 3��rei��bo�re ��qui.�e�d, the ��r�tracto�' s clafrn fo� �ornp�nsa���r� �h�1� �� �raiv�d, az�d t�e shail. r�ot be er�t��led to �ay�m�nt or� ac�ount a€ ��ch ��mag�s. C5-6 . � 0 1�D�7USTMEN',C �R �E�.��A�IQL� �F �UBLI� [�T�LiT�E� �'TC, : �n cas� it �s nec�ssa�`� to �hanger move, or alter �n any ro�r��er the prap���� of a public �tilf�� nr o�hera, �t�� s�id pro�8r�y shall nvt b� mo�r�� or �nt�rf���d wi�h �tttil o�dex5� there��an have b��r� i.�su�d �y tk�� Eng�rteer. xhe �r��int is r�s�r�r�d t� ti�� o�rr���s �f Qublic ut�lities ta �nter the ���graph��al l�mits af th� ��n�raet ��� tne �rur�os� of �aa�Cing �uch �hartg�s ��r re�a�rs �� th�ir pro��rty �t�at may �e ��c����ry by ti�e p�rfo�mance of this cor�tr�ct. �6�5.15 TEM��RAFt3� SEW�R ]a►N� DRAit� �Qt�t���'�I���: �1h�r� �xis��r�c� sew�r 1 r�i es ha�� to be taken u� or �r�moved# the ��nt�a��ar sh�l.�� �t hi� own �x�ense and c�stt pr�vide �►nd ma���ain t�rnpora�� ot�tl.�ts and connec�.ions ��r a�.�. pri.v�,�� or �u�lz� d��ins �rrd sewers. The �o�G�acto� shal]. als� t�ke ca�� o� all �ew�t�e ar�� d�air�age �rh�ct� wil� b� rec�ived f�orn these c3rai�� ar��l s�ewersr and for thi.� p�r�ose h� sh��l pr�vide �nd mair��.a�.n� at hi� own �as�. and ex��nse� a��c�u�te pum�,xnq f�ciLi��ies and te�np�rar� ou�l.et� or div�rsions. Tlx� ��ntra�tar, at� his own c�st and �xper���, �hal� car�s�ru�� such t�roughs, �ip�s, ar �th�r s�ru�t�res r�e��ssa��►, �n� �� p��par�d �� a�1 tia��s �� �i�pose o� drair�a�e ��� s�w�ge ���6 {�Q1 rec���ed €rom t��se ���pora�� conh�c��ons unti� such ti��s as ��e �erma�e�t ca��e����ns a�e b�i�t and a�� in se��ic�. Th� e��s�in� s���rs and c��nections sh�Xl be ���� in s�r�ic� and maifltax�ed ��d�r ��e �o�t�act, e�c��� when speci�ied or ord�red to b� a��nd��ed by t�e En���eer. All w��ert sewag�, an� �th�� w�ste s�a�l �e d���os�d o� �n a sa�is�a��or� ma��er so that no nu�s�nce is cr��ted and so th�t th� w��k �nder construc�i�� wzi� be a��quatel� �r�tected. CG��.16 A�RA��EMENT A�� ��ARG�S FQR WATER F��NZSHED 8Y THE CY�Y: �he� th� Contr��t�r desir�� to u�� �i�y water i� c���e�tion with an� c�nstru��io� wo��, h� �hall mak� cornp��te �nd sa���fact�ry arra�g�m�n�s �i�� t�e Far� Worth ���� W�te� De�a��m�nt far �o �ox��. �ity wa��r furnished �o t�e �o��r�ctor s�a3� be d��iv�r�d ta the ����ract�r frorn a�onnec�i�� on an e�x�ting �it� maxn. ��1 �ip�ng z��ui��d b�yond th� po�nt af del�v�zy �ha�l be inst��l�d b� ��e ����r�c�o� �t his �wn ��ge�se. The Contracto�'s re���nsi���ity in ��� use af a�l e�isting fire hydra�t �ndJor nalve� �s de�a��ed in 5ection E�-1.� USE QF FIRG ����A�T� ��� VA�VE� i� �hese �e�ezal �o�trac� DoCu�e��5, �he� �eter� are us�d �� meas�re the wa��r, the charges, �� any, �or wat�r will be �t the r�gular �s�sbl�sh�d rates_ ���� m�t�rs ��� �ot us�3r th� ch�rges. �� a��, �i�l b� �s ���scri��d �� �he �it� Ordi�����t or ����� no �rdi�a��� ap�lies, gs���n� shal� b� rnade o� estfrnat�� �nd rates establi�hed by th� Director o� the �ort �o��h Wate� ��par�.m�nt. C6-6 .].�? t1�E OF A����'i0N �R PQFt'x`��N O� 'T�E W�Ri[� Wh�n�ver, in tt�� o�i��or� of tt�� �ng�.n��r� ar�y se�tior� o� p�rtian o� �Y�� v�t��k or an� �t�ruc�u�e is �r� suitak�le �onditiorxr it ma�' be �t�t irtto rsse upo� �he +�rittex� �rde� �� ��e �nqi�xee�, �►r�c� s�xch usage shall nat be h��d to l�e i.r� ��y ��y ar� a►c�e�tance o� sa�d wo�k pr st�r�xctu�� az �t�y par�. ther�o� �� as a�aiv�r o� �ny a� the ��ovisions of t3�ese ��ntract �a�ument�. ��.�. necessar� ��p�i�s an3 �re�oval� of any s�cti,an of tri� wark so �ut into u�e, due to d��ec�ive mat�ria�s o� workiaansh��, equip��rtt, or �o d�fici�nt ope;a�ions vn the pa�� o� ��� �o�t�a�tor, �ha�l �� p�r�ormed �� the �ant���toz at hx� o�rr� exg�nse. C�-6.7.� CONTR]�CT�R'� 1�E�P�N�����,ITY F�R THE f+JQi��C: �7nti1 �a���t�n a�c�ptance by t�e �wne� as prov��ed ��r i.� these Contr�,ct Docum�nts, Che w��k shal� be u�der the cha�ge afld car� of t�t� Cor�trac�or, ar�� he si�a11 �a�C� �v�ry nec�ssary ��eca�ti.or► ta g�rev�n�. ir�ju�� �r d�ma�e to �h� work ar ar�� p�r� �:C�6 {�1 } ��ef�o� b� acti�� of �h� elem�nts or from any c���e wh�tso�v�r, uh�th�r ariszn� ���m ��e �xecutio� �� none�����io� o� th� w��k_ �he �o�tractor sh��l r�buildr re��ir, r�stor�, a�d m��e goo� a� ��s own exp�ris� al� i������s �r �ama�e �o afly �ortia� �� �he work occaszon�� �� any o� ��� ������above �au��s. C5-�.X� NO �A�v�� OF ���R.L RI��T�: Insp���ion by the �ngine�r ox any ord�r by th� �wn�� �y ��ym�nt �; m��ey �r a�y ��ym�n� £or o� acceptance �f a�� ��rk, or a�� �xt��sion of tim�, �r any goss�ssian tak�n b� th� �ity sha�l �o� ���r�te as a wai�er of any �ra��sion.o£ th� Ca�t�act Do�um�nts. Any waiver o� a�� brea�h o� ��nt�$c� �ha�� not be h��d ta be a wa�v�� o� an� ot�e� or su�se�ue�� ��ea�h. Th� �wner �es��ve� ��e r�ght �o �vrr�ct any ��r�r �hat rna� �e �isco�e��d i� an� estimat� �hat ��y ha�e �een pa�d and t� ad��st �h� sarn� �� m��� ��� req�ire���ts of th� �ontract Docum�nts. C�-6.�Q PER���AL LIASILI�� OF P�S�TC Q�FIC�Ai,�a �n ear��ing �ut �he prav�sxons �£ the�� Co�����t D4curne�ts �r in ���rc�s��� an� pow�r o� aut�orit� gra��e� th�reunder, th�re sh��� �e no liability u�vn th� a��horxxed �e�r�s�nt�tive� of the �wn�rt �kth�� p��so�all� o� o�he�wise as t�e� a�e ag�nts snd ���r����tati�es of t�� �itY- CG-fi. �1 STAfiE 5AZE5 '�'A�C: 4s� a co��x�ac#. awarded b]r tMe �i�y o� �'o�t �orth, an a�g�r�i���ion whici� q+��].ifi�s for ��c�mption pu�suant th� grov�.si.�ns of A�tzc�e ��.04 �H} af ��� Texa� Lisnited �ale�k �xc�s�, ar�d Use Ta�c A�t� ttle Cant�a�tar rn�� pur��as�, rer�t or ���se all m,��eri��.s, s�ppZies a�nd e�ui.p�er�t u�ed o�r c�r�sumec� x� �h� p��£orm�rrce ot t�i.s ��ntra��. �y i�suing �� �is su���.ier an e�c�mption certi�i.cmte in 1i�u of th� tax� �aid exemption c�rtificate t� cornp�.y with �tate �omp��'�11��e'� Ru].ir�g .O1�7, Ar�y such e�e�p�i�n ce�t�fica�� issu�d �y the Con��ac��r ir� 1ie�z o� �.�� tax shall be su�ject �o �rr3 sha�i co��l� with th� �ravisi�ns �f Sta�.e ��mptrol�+�r's Rulinq �_�11, anc� an�► othe�e applicab�e �ta�e ��mpt����er rulfngs pe�taz�i�� �o the '�exa� Lir�ited Saiest E�cise, �nd Ose Tax Act_ �tt � c�nt�ea�t �ward�� by a dev�].o�er far �h� �onstructior� of a pu��i�����wr��rl imgrov�m�n� in a st��et ric�ht-o�`-wa� �r other ����m�r�t +a�ich has b��r� d�aicat��d to tt�� �u�Zs.c anc� the Cit�r o� �o:t wor�h, an o�ganizatioa w�tic� q�aiifies ��r �at�mption pursuant t� �he p���isians o� Ar�icle �O.Q4 �S) o� th� �`e�ra� ],imit�d Sal�st �xeis�t and Us� Tax A�t, tl�e �o�x��a,ctox �an prabatl� bc ��ceRn�te� in �he sa��� marsr�er stated ab�v�. ���6 �12? Limited ��i�, �xc�s� a�� U�e Tax p�rmits a�d in€�rmat�on ca� �e o�t�i�ed from: � � H �om���olle� a€ �ub�ic A��aunt� �ale �ax pi�isi�n �ap��ox s��tio� A�stf�, T� � � � � � 0 C�-5 (�3) PAK� � - �$�E��L ����ITIpN� �7-7 PRQS£CUT�O� A�b ���GR�SS �����0� �7�7 PRO���UT�ON A�D PRDGR�SS: �7-7.1 �UH�E��S��; �h� �a�tra���r s�a�I ge����m w��h h�� own orga�iz�tio�+ and with ��� as�ista�ce �� ��rk�an u��er his �mmediate s�p�r�n����a�ce, wo�� of a valu� �f �o� les� th�ri fift� i50�J perc�n� o� the va�ue embrac�d in t�� �o�t�ac t, If the �a���a�tor s�blets a�� pa�� of ��� work to be don� und�r thes� Cor��ract �ocum�nts, he wil� no� u�rs�er ar�� cfi�c�mstances be r��i�v�d �f the �es�ons��i�i.ty an� o�li,�ation assum�3 un��r the�e �ont�a�� Docum�r�ts. A1� transac�.ions of the �ngine�r w�],� �e with th� �o�t��,ct�r. ��b�or�tr��to�s w�ll be cvnside�ed or�I�r �n ti�e �ap��it�r o� employ�es ar w4�7��n�r� of �he Cor��r�actor anc� sk�a��, b� �u��ect �o �he sarn� �et�t�ireme�tts as to charact�r and �crmp�tenc�+. Th� Owr��r wi�l t�o� re�og���e an}► st�h�ont�a�tor on ��� work. The �or��z��t�r ahall at ��1 ti�m�s, w?�e� th� wv*`lc is ir� �pe�atiorr, be �r���'�sen�ed eithe� ir� p�rson �r b}� � su��rir�tendent or other d�s�.qrra��d r�presenta�iv�s. �7-�7. � ASSZ�Nh��i��' Ok' �C�N�'�A�T: �'�,e �ontracto� shal� not a a.ss gr�, trars�f�s, su�let, corsve�rt �r otherwise ��s�ase o� the cantract �� hi� rxgi�ts, ti.tl,et or i.nte�r�st in or �a the sa�e or an�+ part the���f witF��u� t�� pr�vious ��rr��nt of ti�e �wn�r exp�esse� �y r�s�lution of the �it� ���x�x�i.1 �nd concu��ed ir� b� �l�e Su��ties , I� th� �ontractoz ��es, wi,thout su�� pr�vious �ox�s�r�t, 2�ss�gn, transfer, �u��et� ��nveyw o� othe�w��e dis�ose o� �he � o3�t�e��t �r h�s �igt��, titler or ir�`erest �F����ir� o� a�y part the�r�o�, to �r�� p�rson or p�rs�ns, p�rtnersh�p, companyf fir�, o� ���po��►�ian, or does 4�� bank�rup�cy, �rolt�n��r� or �,nvoS�untary, or b�► a�s�gnment ur�d�r �h� inso�v����r �aws af an�► ����e, atter��� to d�sp�se o� the contract �aay, at the optior� af �h� ��rr�e� �e ��v�1c�d ar�d �nr�u�l��, unles� t�ie �ureties �hall s�tcc�s�fu�ly comp].ete s�id �ost�ra�t+ ��t� in the ��v�nt o� any suck� revo�ation oz �t�r�ulrn�nt� �n.y mon��� c�t�e or to bec�oz�� cl�� und�� �� by vartue o� �aid �ontract sh�Xl, be ret�in�d �y th� Owt��r as J.iquidat�d damages for th� r�ason �h�t it would b� i�gr�ct���ble and ex#.r�m�1� �i�ffcul.t to fix t�ie a�tual damag�s. C7-7.� ��tOS���JTYO� QF TfiE wDR1C,; Pri�� to b��g�r�ning any cans�ru��.ion op�rati.onr th� �on�����ar at�a�l �u�m�.�. to ttse ��c�it���r ir� five or �nar� ��pi�s, if �eques�ed ��r t�e Engin�er, a�rogress s�h�d�ale pr�f��2�b�� i.n c�x�rt �r di2�g�ar� �o�ern� o� a brief o�t�.ir�ir�g i,n d�t2�i� �nd steg by s�ep the m�r�ne� a� C7-7 i J, � � �ras�cuting th� work a�d ��d�r��q materia�s a�d equip�e�t uhic� he ex����s t� fol��w in orde� t� c�m���te the �r�je�� xn ��e ������led txm�. Th�re s�all also b� su��itt�d � ta�le af estimat�d a�ou��s �o �e �a�ne� by t�e Contr����r duri�g �ach month�y est��a�� periad, Th� �antra���� �hal� camrnence th� w�rk �o �e �e�forrn�d �nde� thYs �ontr��� wi�hin �he ti�� limit stated �� these �ontra�� Documen�s and shall c��d�c� the wark i� a con�in��us rna�n�� and wit� s��fi��e�t eq�z���nt, materia�sk ��� ia��r �s is nece�sary to ins�r� its cv�g���iv� ��thin t�e txme li�it. Th� se��e�ce r����ste� of all co�stru�txan �p��atio�s ���1� be at a�� t�m�s as s�ecifi�� in th� 5��c��1 �ontra�t Doc��ent�. A�y �evxatio� �rom scu� s�quenc�nq �h�li �� ���roitt�d �� �h� En�inee� fo� his approvaL. �o�tractor ���I1 n�� proce�d with ��y d��i�tio� �ntil h e has received writ�e� ��p�oval ���m t�� �ngi�e�r. ��ch s������catian �� approv�� b� �he ��qin�er �h�2� no� r�lie�e th� �on�r��t�r €��� t�e full res�ansi�i�i�� �� the �ornp�e�� ��r�o��a�ce �� �he �o�tract. The co�tract tirn� ma� �e ��a�g�d ori�� as set forth in ��c�ion �7-�.� "�xtensio� of Time of ��m�i�t�on" of ��x� A�r�����t, a�d a�rog��ss sch�dule s�ail not cons�itu�e a chanq� ih th� con����� time. �T-7.4 L��ITATID�� OF OPERATIO��: The wo����q op�X�ti��s sha�� �t a11 ti�es be co�ducted by t�� �ont�atto� so �s ta cr�a�� a m���mum �mn��t of xnco�v��i���e t� th� �ubl�c. �� �py tim� �h�n, in the �ud�ment of the �nginee�t ��e �ont���to� h�s obs��u�te� or clns�� or is c��rying on op�r��x�ns i� � part��� a� a street or �ub�ic �ay �r��t�r th�� �s �e����a�� �pr th� ��oper �x�cutio� a� the work, th� E�gine�� ma� �equir� t�e ���t�ac�ar to �i��s� ��� s���ion �n w�ich o�er��i��s ar� i� g�ogr�ss b���r� the �ork is ��m�����d �� a�y ad�xt�onal s�ction or str�et. C7-7 .� ��A�A�T�R OF W�R�i�.EN A�D ����P�ENT: L��a� lab�� s��ll be us�d ��► t�e �ontractar �i� avai.lable. �he ��n�r��tor �ay brir�g in frarn ��t�sa.�e �h� �it� o� For� G�o�th his k�� men ar�d h�� sup�rinter�der��. A1J. �t�er �r�rl���n, �,ncleadfnq equipmen� o���ators, may b� �m�or�ed ar�ly after �k�� loca� suppl� is �xhaus��c�. Th� �antrac�or shall e��l�� oe�ly su�h superin�end�nts� f�rerner�, ar�d workm�n w�o ar� ca��ful, �arnpetent, �,nd �ully qualifi�d to p�rform �he du�i.es o� t���s �ss�.gr�ed ta the�a, and th� �ngine��r �nay �emand �,nd ���ure t�s summary dismissal o� an�► per��n or ��rso�s �m����ed ��r t�� �antr��tor in �r a�aut �r on th� work w1�v, in the apinion �� t�h� Own�x�, s�al� misc�r�duct �ri,ms�lf o� be ��und to �� xn�pm�e��ttt� c�i��e���c��u�, int�m�erate, d�st��n�st� ar �7-7 �2� otherwise ob���tion�b�e �r ���L�c�f�� in th� pro�e� �erfo�m�nc� af his o� t��ir ���ie�, or �ho ���X�cts �r re€uses t� co��Xy with or c�rr� ou� th� dir�ctions o� �he �wnez, a�d �uch g��son or �e�so�s shal� �o� be e�ploy�d aga�� t�ereon witho�t �ritten cons�n� o� the �ng�n�er. �11 �or�men shall �ave �u��i�i��t �ki��, abil��y. and �xg�rie�c� to p��per�� pe��orm th� �ork �ssign�d �o �h�m and ��er�t� any e�uigme�t n��ess�r� to pro�erX� ca��� out the �erf��ma�c� o� ��e a�sig�ed d�ti�s. �he �ontra�ta� sh��� �u�ni�h �nd rna���ain on th� work al� such e�uipm�nt as is c���i�e�ed �o b� n�c�ssa�y for �rosecu�ion o� th� wo�k i� an a�c��tab�e manner �nd �� a sati�fac�ory ra�� af progr.�ss. ��1 equi�ment, tools, �ad ��ch�nery u�e� for handlinq ��te�ia�� �nd �x�c�ti�q a�� par� a� �h� wor� ����1 b� �ubje�t to the a��rov�k o� th� E►�g���er �nd shall b� �n�,inta�rt�d in a �atis€ac�ar�, �a�� and e����i�nt �orkir�g �ottdit�on. Equipraer�t on an� port�on o� th� work �h��.� �e ��tc� tt�a� no �ir�ju��► to t�h� wot'kf wvrkrnen o� sdja�er�t gr�pe�ty w�.l]. result from its t�se. �7-7.� �J�ftiC S���D�L�; �I�ps�d �,+a�kir�g da�ra s1��11 he ��mputed stafti.t�c� wi.�h the �i�s� day a� warl� �o��l.eted as d���.r��d in ���1 . 2 3 "5��1����� D��" or the ��t� stipuJ.a�ed �r� �h� "��RI{ Oi����t" for beginr�ing w�orl�rt wh��hev�r corn�s �xr�th i�at�ing i.n th�se ��ntract �ocumeats shal]. be con�trueti as prohibitzng the ��r�tractor �rom wo�kknc� on �a�u�day� St�ttda�► a� �.ega]. Aa�i�a�rs, �rovi,ding t�tat the followxr�c� requireraents �re m��: . a. � requ�st to �rork L�g�l Aolkday' m�st th2�n the �roce�ding or� a sp��if #�� satt��day+ ��tnday' ��e �e made �o the Enqir+�er r�o �.ater '�l�u��day . b. Any worl� to �e �on� on �h� pro je�� on �r��h a ����ific Satuxday, �u�d�� o� Legal Ho��r���► mus�. �e, �n �he a�inian o� tt�� Engine�r, �ss�n�ial �o t1n� �ime�� comp�etfo�t �� th� p�oj�ct�. �h� Engi�e�z'� deci.�iv�t shaX1 i�� �it�al �tt respo�se �o �uc� � r��uest� £��e ap�rava]. to �ro��C an a sge�i�ic �at��rd��, Sur�d�� or Legze� Holi,day, and no extr� compen�ati.on shall be a��owe�l to �h� �ontr�,�tor fo� sn�r w��k perfo��e� on su�l� a�pec�if i� �atu�d��r, Su���� or Legal Ho�.iday. � �alendz�� �ays s�tall b� def#,�ted i.n �Y-]..�� �nd the �o�tra�t�r ��y wor�t �s he so desires. C7-7 ��1 �7-�,7 ���� �� ��MMENC��E�T �RD ��MPL�TI�N: ��e �o��r��tar s���� ��m����� �he working oper��fons wit�i� t�e ��me s���i��ed in th� Cantra�t D���ments ��d a�t forth i� ��� Wo�k Order. �aklu�e to do so shall b� co�s��er�d b� t�e Ow�e� as a���do���n� of th� �ontr�ct by the �ontractor ��d t�e O�w��r �ay grocee� as he se�� fit. �h� �o��raetor shal� rn��n�ain a r�te of pro��ess �uch as w�ll in�ure that the whai� work will b� gerf�r�e� ��d th� ��ernis�s ��eane� u� in �ccor8�nce with the �a�tr�ct Do�um��ts �nd withi� the tim� e��abl��h�3 in such do�u�en�� �nd such ����ns�on o£ time as roay b� pro�erl� ���hori��� b� tri� �w���. C���.� ��TE�S�O� �� T�ME COMPL�T�Q�: �he �antr�c�or's r�quest for a� �x��nsio� af tirne o� cornp�et�o� �ha1L b� ����i�ered o����when the requ��� for a�ch ��tenaia� is �u�mitted in �x�t��g to th� E�gin�er w�th�n �e�eri days from ��d af ter the tim� aZl�qed ����� o� d���� s�all �a�� occurr�d. S�o��d m� ext�ns�o� o� the t�m� of �om�le�ia� be r�que�ted su�h ��quest wi�� be ���warded ta �he �i�� �oun�il for �����val , In �d���ting the contract ��m� for �omp�etion o� ��rkf conside�atko� wi�� be gi��n �� u��a�s�ea��� caus�s �ey��d th� contro� of and ���ho�t the faaY� or n���igence of the ��ntra�t�r� x�cZ�di�� #�t Lirnited �o �ct� af �h� gu�lic ene�Y, acts of the �wnert �ire, f�ood, �o�nadoes, �pi�e�zcs� quar��ti�� restrictions, strskes, fr��ght ��bargoe�, or d�la�s of sub��on��actar� �ue to such c�u��s. W�en t�� d��e of �o��letio� is �ased on a ca��n�a� �a� ��d, a r�q��st �or �xke��ion o� tkrne �ecau�e �� �n�lern��t ��aLher ��1� �ot be �o��i�er��. A r�ques� fo� �����sion of tim� �ue to i��bi�it� �o obtain supgii�� and ma��ria�s wil� b� �ansi��red o�l� wh�n a��vi�w of the Con��a�t�r�� purcha�� or��r dat�s and �th�r ����in��� data as requ�s��d by t�e �ngi�e�� indicat�� that t�e �ontracto� h�s roade � bo��€f�e at��ro�t to �eeur� d���ver� on s�hedule. This �h�l� in��ude ���art� to �btain t�e su�p�ies arid �����ials frorn alt�rnat� s�or��� in �ase t�� ���st so�r�e �a�no� m��e deli�erY- �� sat��factory ��ec�tion a�d ca�p�etio� �� the co���act shou�d �equ�re u�r� a�d ma�e����s in �rea�e� a�au��� or qu�ntities �han thos� set for�� in the �pgr��e� C�ntrac� Do�urn��ts, �h�n the cont��c� �.��� m�y be �nc�eased by �hange �r�er. �7-7.9 DE����: The ���tract�r sha�l �ecei�� na ��mpensation for �e1a�� �� h��dran��s ta th� work, ��cept wh�n direct and unavo��a�le ���ra cost �o �h� C�ntr���o� is �aused b� �he �ail�r� o� t�e �xty to p��vid� zn�oru���xon or material� if �7-� L4� a�yr W�1C� �s to be furnishe� �y �he �it�. �h�� s��h �x�ra co�����atio� �s ��aim�d a wri���n stat��e�t ther�o� �ha�� �� pres�nte� b� the Cantractor to th� �n�inee� ��d if �y him found cor���� sha�X �� apgroved and r�F���e� by him to �he ��uncil ��� fi�a� ��provaX �r di�app�ova�t ��d t�e ac���n �h��eo� �y the ��uncil sha�� �� f�n�� ��� bi�dx�g. Z� d�l�� �� �au�ad �y �pe�i�ic ord�rs gzv�� �� the �flg�ne��� �o �top w��k, o� h� the p�rfa�rn��ce o� e�t�� �ork, ar �� �h� f��1u�e �f ��e �x�� ta ����ide m��er�a2 0� ���essar� instructions ��r ca��yzfig o� th� wor�t th�n �u�� d�lay �il� ��title �he �on��actor �o �� eq�iv����t e�t�ns�on o� time, his a���ica�xo� for which �hal�� ���e�e�, be ��bje�t to t�� �ppro��� of �he �ity �ouncil: a�� �o s�ch �xt��s�on o� ��me �h��� ���ea�� ��ye Contra�tor o� t�� sure�y �� ��s performan�e bon� ��om �IY his obligati�ns hereund�� whi�� sha�l re�ain i� �u�l force ❑��xl the �is�harge o� the �o�tract. �7-7.�0 ��ME �F CA�PLETxON: T�e time �� ca�gletxon is a� e�s��tia1 e���e�t of t�e �ontr�ct. �a�h �i�d�r shail indicat� �� th� app���riat� plac� o� t�e l�st paqe of the Prapasal t�� �umb�r o� w�rking d��s o� �a�e�d�r d��s that h� wii� reg���� �o �u��y c�m�l�t� �his co�tract o� �h� time o� c�mpletion wi�� be speci���� b� ��� �i�� in �he P�oposal secti�n o� the contra�� dacum�nts_ Th� nu�b�r of ��ys i�dicat�d s�a�l be a reali��i� es��m��e o� ��e �ime r�quirsd �o cornpl�te ��e ��rk �ov�te� �� t�e �peci�ic co�trac� �ei�� �id u�o�. Th� �mou�t �� �im� s� �t���� b� ��e suc��s��u� bzdd�r ar the ��t� wilY b��am� t�� ���e o� �o�pl�tion s���i�fi�� i� ��e �ontrac� Do�uments. For ea�� ca�endar da� that an� wo�k �ha1� �emain ��comp�eted �fter t�e ��me �pec�£ied i� ��� Co�tra�t Do�um���s� or the �ncrease� t��e gr�n�ed b� ��� Own�r, o� �s �utoma�i�a��y incre�sed by addi�i�n�� work or.�at�r���s ard�red afte� t.he co��ract x� si�ne�f t�� s�� �e� d�y give� �� �he ��l�o��nq s��e�u�e, �nl�s� ot�e�wise �pe��fied in o��e� parts �� the �ontract �ocu�e��s, w��� be d�duct�d f��m moni�s due ��e �ontrac��r� ��t as a��nalt�# �ut as liq�id���� d��ages suffer�d by the �w'ner. AMD��T 0� CO�TRAG� L�s� than $ 5��4� � �,QO1 tD � �S,O�Q $ 15.�Q� to � 2�,00� $ 25,��� �o $ y5�,��0 � � If / V�� �� � 1 4� IJ # V V V � ].��,001 to � 50Q,��� �'�-7 i 5 1 i�clusive $ i�clusive $ xn���save � inclusive � incl�sive $ ir��I�as�ve $ 35.�Q ��.�� �3.00 105.0� 1�� i VLr �1�.�0 � $ �Q0,0�� t� $�,�Q0,001 to ��,OpU,001 artd �ve� $1,OO�k��O �.ncYusiv� � 3�5.�� $��OOQ,OU� �r�clu�ive � 4�U.�� S �3�_00 Th� �►a�ti�s k�e��to un�erstar�c� an� �,g��e that �r�� �ar�n to �h� Cit� ca���d �y �he ��r�tracto�r' � d�X�e�r i� �or�p�eting the wo�k her�und�r zn ��� time sp��ified �y �4�e �ont�ract Do�um�nts wouYd be incapab�� �� rrery c�z��i�u�� o� ����rate esti��ti�n, a�d �h�t �h� "�s��unt �f L�q+�i�ated Dz�mac�es P�� �a�", as set ou� �ba��, i� a reasonable for�ca�t o� j�tst cor�p�nsatf on d�� the City �o� harrn �aused b� any delay. C7-7.1� �V��Ei���ON ��C ���R� ORl��R: �'h� �on��a�tor shall suspend oper��iar�s on �u�� pa�t or part� a� ��� �+ozk prder�� �y� ar►y ��urt, a�d v�il� no� be enti.��ed to a�dit�oz��l comp�r�sation �y vi�tue of s�ch cou�t o�d�r. Nea,���� wi�l h� be li.a�l� to th� Ci�� in th� everit the work is sus��ndec3 by a �ourt Q�rder, N��i�her wiL� �h� �+�z��r 1�� 1fabY� �o t3�e ���t����ar by► vi�t�e af an�r �vurt �rd�r a� a��i�ri far wh��h �he �wn�r is r�ot so1.�1.� respon��b7.�. �7-7. ].� TEMP�i�A#�Y SU5PEN5�Ot�: 'Fhe �wner �h��.I ha�v� �.he ri.ght to s�as��nd the w��k op�ration �holly or �.n p�r� far s�ck� �erio� o�c pez'i.o�s of ti.m� as !�� may d��rn necess�ry ��� �o ur�suitabLe w���.�rer conditi�ns or arty other �nf��tora�le con�i.�zons which xrs the o��nion nf the Ow��� o� �nc�in�er cau�e fu�e�h�� prosecut�vn of ti�� uork to �� u���tisfa�tory v�r det�i.menta� t� ��e ir�terest v� the proj�c�. During �emporar� st�sp�n��or� �� +aork cov�red �y �hi�s ��ntract, �o�' an� rea�onf �he Owner �ai�l rna1t� r�o �xt�a p��m�nt �or ���,�d-�� tirne of c�r�sicru�t�.�n �qui.pm���. �ndfo� �os�structian c�ew'�. �f it shovld �ecome n�c��s�ry to su�p�nd w�rk �or an indefinite �e�ivd, t�t� Con��`���or s�al� s�ore al� �at�r�.e�,s �fl seach m�nner that the� w�il n�t ��str���. or impede th� pu�rlic urs�ecessa�i.��► nor hecom� darnac�ad i� an�► �t�y, and !�� sttal]. talce e�rery p�'��aution �a pre�er�t darnac�e �r det�r�or�ti�n o� the work g���arro�d; h� sha3.3. provid� su���b1e dz'aa.nage sb�ut �he w�rk, and �rect tem�rarary ��ruct��'es wh��r� ne�essary, Shau�d the �o�n�za���r e�ot t�e ab�� to coteplete a�ortia� of t�� project du� to carases b�y�nc� the �ot�tro] o£ a�r�� wi.t��o�xt the fsu�� or ne��iger�ce of t�t� Con�ra�tor as set �orth a.r� Pa��,g�c�ph C7-7.� EKT�t���ON �F Tfi� '��[+�� {}F �OMPLETI�N, and shnuld it be det�rmi�ned by m�atuaX ��ns�nt o� the �or�t�a�t�r a�nd t�t� E�ngxneer �hae a solu�iars to �1low con�tructi�rs ta gr�ceed is r�at avai.���le w�tYsin a r�as�na�l� periad o£ tim�, t��n th� �or►trac�o� a►a�+ �� rekmbursed f�� th� �ost o� mav�,n� hi� �quipmer�t �ff the job and retuxn�n� th� r�e�ess.�r�r eq�xiprn�nt t� the jab wh�z� it i� d�t�rmx.r�ed �y �he �flgir��er �7-7 (51 �ha� �o�str�ctio� �a� �e r�su��d. �uc� r�i�b�rs���nt shall be has�d an actua� co�� t� t�e Contsacto� �f �oving t�� eq�igm��t and no pro��� wiil �e a�lowe�. �� �eimbursemen� s���1 b� al�o�e� if the eqv��men� �s rnove� to a��ther �onst�uction proje�t for the �i�y of Fort W��t�. T�e ��ntr�cto� shall not suspen� w�rk ��thout writt�n n��i�e �ra� ��� En�ine�r an� �hall pxo�e�d wi�h �he w��k ope�a�io�s p��mp��y ��en �oti�ied b� �he Eng��e�r to so �e��m� ope��tions. �7�7.�3 ��R���ATI�� �F �D�����T DUE T� �A�i��AL EMER�E���: Whe�ev�t, b�cause �f ��t o�al �me�g�nc�, �o declar�d b� th� Preside�t o� the �nit�d St�tes or ot��r I�w�ul au�hori��, it beco��s �rnpos�i��e ��r �he �on�x�ct�� to obt�ifl all of ��e ne�ess�r� �aboz, mat�ria�s, �nd �quip���� �o� the p�os�cu�f�n �� t�e w�rk with r��son�ble coh�inu��� for a ge�i�d o� two mantri�, t�� �a�tractor shall wft��n seve� da�s ��tif� the C�ty �� wri�i��r givi�g � de�ailed statement o� the �f€or�s whf�� ha�e �een �ade �n� list��q a�l neces�ary ��e�s of �abor, �a�eria��� ��d equfpm��t �ot o�ta����1e. If, aft�r inv�s��g�tz�ns� the O�ner �i�ds t�a� ��ch ��n�i�io�s e�isti�g a�d tha� th� i�abilit� of �h� Contr��to� to pro��ed x� na� attr��utable �n w�o�e or �� �art to the f�u�t o� �e��e�� o� �he �o�tra�t, t�en i� the �wn�r ca��at a��er ��as��able �f�or� as�is� the �ant����o� i� �ro�u�i�g a�d makxn� a�axl���� ��� ne��s�a�� labnr, rn��e����s �nd equi��e�� withi� Lh�rt� daysf the �o�trac�or �a� re��es� t�� Own.�� tv t���ina�� t�e can���ct a�d th� O�ner may c�mpl� wx�h ��� re�u�stt ��d t�e te��ina t��� sh��� b� co�ditioned and �ased upofl � fi�a1 set�r�men� mutu���y a��e������ �o bo�� th� ��ner and t�� �on��acta� and f��a1 pa�rn�nt �hall �e ma�e in ���o����c� w�th the ���rns o� the �gre�d �et���me�t� whx�h �hall include, bu� �ot be 3i��t ed t�� �he pa�rn�n� f�r ��1 wor� exe��t�d ��t no ant��ipate� p�vfit� o� wor� �hic� �a� �o� b�e� per�ormed. �7�7.14 SUSPENSI�N �R ABAND�N�N� 0� 'Y`8E WOR� ��D AN�UL.ME�T �F CON"��A��': '�h� wo�erati�ons o� al� ar an�r pa��ion o� s�ctioin of �.t�e wori� ttnd�r �a�xtr�ct �ha�� b� su�pend�d imm�diatel�► �r� w'�eitt�t� arder o� the Engin�er or tl�e �ox��rac� �aay be decla��d �ar���l�ed �}� t�e C��y ��uncil ��� �t�y q�od and �u�ftci�n� cause. T2�� �`ollowing', by wa� of exarnple, but r�o�. af �imit��tior� f r�ay be �or��ide�ed g��unds �or �uspeflsi.on or �anc�Xlation= a. Fa���re of the �on��act�r to cosnmen�e wo�'k ppera�ioz�s wi.�hirx ti�� tinne sp�ci�i.�d �a �he G�a�k �rder i�su�d l�y ttse �wt�er. C7-� (}1 �. �u�s�antia3. �v�lders�� that p�[�gr�ss of the work n�eratior�s ��► Can��r�c�.or i� in�u�f��ient to com����e th� wor� wx�hin the �p�cified time. c. Failure �� tt�e �ontrac�or to �uf�i�xent �aba� and eq�x�.prne�t th� wo�rk�ng o���a�.�ions. pra�i.de ar�d maint��r� �o pro�e�l� ex��ute �. S�si�staritia� e�ri��r�ce �hat k.h� �ontr��tor ha� a�ar�r3�n�d t�e work.. �. �ub�ta�tial �v��er��e �h�►t t�h� �or����c�o�' �as b�cam� #,r�s��v�nt or �ankrugt, or o�h�rwis� �inancia].Iy �r�abl� �o c�rr� o� tt�e wor]� ���is��c�o�i],�. f, Fai�+��� on the ��rt of the Contra�t�r �o ab�erue �ny �reqt��rern�nts of the �ont�ac� Dncu�nents or �� �om��.y with an� ord�xs c�iver� b� trie �nginee� ar 0�►ne� g�o�rid�d £�r a.n tY��se �ontra��t Do��mer��.s_ q, Fa�l�re of the �or�tra�tor p�ompt�y �� mak�e �ood an�► d��ect irs r�at�rials or wor�Crnar��l�ipF o� an�' de���ts o� an� natur� tl�e cor�e�tion nf whic�► has beer� di.�r��t�d ir� wri�ir�g b�► �h� �ngxr���r or ti�e Own�r. �, Su}�stanti��. of illeqa�l.y ���ud on the cor�tra��, ev'i�enc� of �oll�sio� fo� th� p�rgose pro�urinc� a con��act or p�rp��ra�i.r�g Ci�� ir� the �on�truc�iors of work uz�+���` i. A���stant�al. i.nd���t�4r� t�hat �h� �ontt`��tor h�s made an rsn�utl�ariz�d ass�qr�rnea� of �h� �on����� o� ar�y f�s�tds du� t��r��ro� fo� th� �ene�i� of ar��r cre�ito� o� f��' an�► oth�r p�r�ose. j. �f �.h� ��nt�ac�or a3�a].1 �erat an �n�ar� x�cc�p�abl� r��t ca�a�r� �n ��te wor�#.�tg �� manne�. k_ If �he Cont�a�tor �om�ea��� legal a►�t�or� �gafn�t ��� Owner. ]4 c�py vf �i�e s�uspens��sn ord�r �r ��tion o� �k�e �ity �ouncil si�a�l]. I� se�eved o� �he �o�tra�to�' a�ure�ie�. Whe� wvrk is suspen�ed for any �a��e �r caus�srt �r �rl�er� �k�e contract i� ��r�cel�,��, the �or��ra�to� sk�a�l �i���nt�nue �l�e w�r�t o� such �art th�reof as the Own�r sh��l designa�e, wttereupon �h� 5u��ties ra,��►t at thezr option, as��tzne t�� ��fltrac� o� that portiort t�er�vf w�sic �r�vr��l�ers�me o�r�ma}�� w�ith�the �w �tt�n �iscontir�u�e, and ru�Y P �7—� 48 ) c�r.se�t o� th� Owner, ���let t�e w��k or that p��tion of �h� wo�k as ��lcer� �v�r, provided howe�v��r, �hat ti�� Sur��ies shall ex�rcis� �hex� o��Y�n, i� at al�, wi,t�in ��►o �reeks a�ter the w�itt�r� nota.ce �a d�.����tinu� the worlc ha� �e�n �ere�ed upan tt�e �ontra��or ar�d �p�n th� �u�eties or thei,� �u�hari��c� ���nts. �'t�� �a�r��ies, ir� such ��rent shall as�u�n� �.�� �on��ac�or'� �1��� in al� resgect�, a�n� sha�l l�e pa�.�3 �� �t�e �w�t�r far all wo�lr pe��orm�d �� t�em in a���r�ance w�.th tt�e te�z�s of ��e �an���ct Do�um�nts. A].1 rooni�s temai.r�ing du� t�re �onkra�to� at th� �.�.me �E this d�fae�J.t sl�a�� �h��e��tp�n become c3tse a�d p���ble t�a th� �uret���s as �kxe w�rk pr��resse�* su�ject �o ��� of ti�e �erms of th� C�s�trac� Do��rn�r��s . I� �as� �Y�� �uretie� do n��, withxn �he �erei.n�►boue �pe�ifi�d timer exe�cise th�ir ri,c�ht a�d opti.or� �o assum� th� contract responsi.b�li�ies, or �ha� go�tior� t�e�e�f �hich tk�e Owner has o�rde��� by th� ���tract�� �� di.s�ontint��, trien th� �w�er shall h�v� �he paw�� �o �orrtg���e. b�► ��ntr�c� or O�rl��wiS�r as it ma�+ determi.n�, �h� �rc�rk h��eir� des��ib�d o� suc� part the�eaf as �t rnay d��m ne��ssar�, �nd �he �ontr�,�tor hereto �€�r�es �hat� �he Own�� shall ha�re th� right �� tal�e �oss�s�zon of �,nd us� any mate�i.als, pl.ants, �ooi�, �qu�pment, su���a.�s� an� prop�rt�+ of any ki�r] �rovi.d�d by the �ar��ra�tor �o� th� pt�rgo�� of ca�r}��r�g on the �rork a�d to g�o�ure athe� tooJ.s, equiprn�n�x �ate�ial�t �abar a��� pro�e��y �o� ��e cor�pl�tior� of Ch� wori€# and �a charge to the accau�� o� th� �ontractar of �aid cor�t�a�t ex��ns� ��� la�or, rn�teriaLs, t�ols, �quipment, and a11. �xp�r�s�s in�identa� �he���o. The �xp��rse so �h�rg�� shall �� deducted l��r �i�e Owr�e� �rorn such mo� �.�s as t�a�r b� due �r may be�orae due at ar�� tfrne the���f�er to the Cor,trac�o� t�nder �nd by vir.tu� o� �he �on����t o� �►�y par� tt�e�eo� . 'Th� Qwr��r sha1J. �ot �e rec�ui.r�d t� crbtair� ��e low��� bid �ar �t�� wor�C c�mgle�in+� th� �o�tra��, bu��. t�e �xpense �o �e deduc�e�3 s�a�1 be th� a��u�� �ost o� �he o�►r�er of ��ch w��k. �s� c�se s�sci� �x��r�s�s sha�� �xceed the am��n�t �r�iict� wo�kd have beer� pa�rabl� unr��r �he C�n�.�act �f the sam� had been �om�leted by the �ar������or, then t�� �ontractox an� his �u�e�i�s shal� pay the amo�nt �f such �xcess to th� Ci��► or� r�ati�� �rom tk�e Qwr�er a� t?�e e�ces� du�. Wt�en �,ny pa�r�i�ula� pa�� �f t�e wo�� is beinq �ar�ied on by �he Own�r by cor�tract �� �ther+rrfs� �nder th� �ro�r�s�,or,� a� �his s��tion, �he Ca�t.�a�tor �i�al�. �anti�t�e �he ret�ainder o� th� wo��C in �ot�f o�erni. t� w��k� tk�e t�rms of �h� �or�t�act Docum�nts a�d in ���tt a mann�� as to no� l�fnde�e ar ir��.er�e�e with pe�f�rman�e af th� wark b�r th� Dwr�e�. C 7-7 .�� F�L'���LNIEI�T �F C�N�RA�'� : The Carr t�ac � vti 11 be �on�id�r�d as having be�s� £ulf i�led, sa�►� as �rc+�rid�d ir� ar�� bont3 or bonds or by lau�f w�en all th� work a�d all ����i�ns o� parts �f �he ���je�t �o�ered b� #.he �ontract� Do����n�� l�a�� �7-7 f9? b��� ��n�s�ed ��d camplet�d, the fina� �rt��ection r�de b� t�e �r�qtr�e�rt, a�d �he �it�a�, ac�eptan�e ar�c� �i�a]. p�yme�t t�ac'�e �� the Owrier . �7-7.16 TERMIi+�ATION FOFt �UNV�i�I�t��E OF TEE OWNER: A. NQTY�E DF TERl�i�NA�T0�1: The performar��e of �h� work ur�d�r th�s co�nt��rac�. ntia�► �� te�rr�i.r�ate� by th� Owrter �n whole, or ��om �ime to �.��� in p�rt, �n ac�a�edanc� r�ri.th this se�tion, whenever �he O+�n�� ��tall �et��r�s��e �h�t such t�rm�n��.�on is �n �he best interest o� �he O�rner. A�� �uck� terminat�ior� shall be eff����d by m�i�ir�g � aotic� of term�natiar� to t�� �ontractor spe�if�r�ng ��e ��c��n� to wh�ch per�orrna�ce of work ur��er �1�e �or���cact is termi�t����, ar�d th� date upon wt�i�h such �e�em�r����on beco��s e���ctive. R�cetpt o� �.he r�o���� ����� �e ��eme� ca�c��sive�y pr�sume� anc� established �'h�r� �he ��tter is pl�ced in ��e Urtit�d S�a�t�s Ma�� �y tt�e �wner. �urth�r, it s�,all be dee��� ct�n�lusively p�resum�d and established that �u�h termis�ation fs rnade with �uat c��sse �s �h�rein st�,t��; and na g�oo� �.n a�r�� cla�#.m, dernanc� o�c �uft, �ha�.� �� r�qt�ir�d o� �h� Owne� �eqarding s�uch di.�c�r�tio�t��'� actina. B. �O�TY�ACTOR A�'iION: A�t�� rec�ipt o£ a r�o�i�e o� te�m�,z���ion, and eac�e�� �� othe�`t�ise directed by� tt�� �ngine�r, the �ontr��to�c �ha�l.].; �. Stnp wo�rk uttde� tt�e �antr�ct on �l�e da�e artd to the �xtent sp�cified in the r��tt�e of ���IR11tc3�lOf1� �. p�.a�e na fu�'t�h�� o����`s o� �ubco�x��`a���� £�r �na��erials� s��ev���� o� f�,�i�.�t��,ea e�c�e�t �s rna�r �e ����s��r�r for com���t��a of such p�rt�,or� of th� �or�C und�� �h� corttra�� as f s not t�r�iaated,; 3. t�rmin��e all o�de�rs �t�d �t�bcorxtrac�s ta �h� �xtant that �h�y re�.��� to tt�e ��r���'mar��e of work t�r�ni.n�►�ec� �y th� r�oti�� o� term�r��tf or�; �. tra�x��er tit�e �o th� ��st�� ��d �eliver �� the �anr�er{ at the �i�es, an� to the ext�nt�, i� an�r, dix�ct�d b�r the �ngineer� �7»7 €1Q) �. �he �ab�ica��� or u�fa�r��at�� �arts� �ork in g�oc�s�, cornple�e� w�r�� s�gp�i�� a�� other mat�rial �r�duced a� a p�rt of, or acqu�red �n co�nect�o� �i�h ��� per�oxmanc� o�+ the wor� te��xnat�d b� the �otic� of �er�iaa�io�t �nd b. �he �o�p�etedt or pa�tiall� c�m���t�d planst �ra��n��, in�ormat�o� an� ���er �rop�r�� wh�ch, ff ��e �ontract h�d be�� �vrngleted, would hav� bee� requ�x�� �o be f�rni�hed �o th� �7wner. �. �amplete �er�ormar�c� �f su��h ga�r�, oF the wo��c as stta�l na� ha�r� �eer� term�nated b� t�e ��ti�e of �errn�sratior�; a�d �. ta}ce su�h a�tfor� as ra�y be nec��s��y, or as t�e En�ir��er may �ir��t, �r�r the prot�����n ar�d �r�s�rvation o� the p�ope�'�.y relaC�ed ta its �or►�rac� whi�h is �r� th� pos��ssion �f �.#�e ��ntra���.�r a�d ir� whi�i� �he �r�r�e� has or rna�► a�quir� tt�� r��t. �t � time not �a�.er th�n 3Q days afte� ��� terroinat�or� date s��cif �.�d in th� notice o� ��rmi�ation, ��t� �o���a�tor td��►y �ubmit to t�e Er�g�ne��e a�ist, c�r�.i.fie� �s to quantity z�r�c3 gu�].i�y f o� any or al� i�erns �f t��mir���ion ir�v�nto��► flok previo+x��� d�apa��d a�, �xclu�ive of it�ra� �he dfsposi.tior� of �rh�.�t� ha� b�en �ir��t�� or au�horiz�d �y the Enq�n�er. t�o� �ate� �h��n �5 �a y� tk�ere�ft�r f t�e Ow�er �ha�l a�c�pt �it�.e �a suc?� �te�as provi.ded, t��t �h� �ist �ubmit�e� shall �� sub�e�t to ver�.fic,s,ti,�n by t�i� �r�gi���r u�on ��mo�x�� af the it��s o�~. i� the it�rn� ar� �tox`ec7, w�thin 45 days frv� tY�� d�te o,� ��b�issior� of the list� �nd �n� �ec���a�� a��jttstme�t� �o �oxr��t the �,�,�t a� subrnitted, sh�ll b� mad� prior t� iEi.na� set��.��aent. �. TE�tM�i��Ti�� C�AYM: With�r� 60 8��s a�°��r n�tic� a� te�rn�r��t�on r tMe Co�xtractor �h��� subr� i t h i s ��rrniflation �lazsa to t1�e E��in�e� �rt ti�e �orm and with the �erti� i���ion gr�scr ib�d �y' �k�e Eng f n�e� . C3rtl�ss or�e or mo�e e���r�s�or�s �in� �r�itir�g a�e grao#.�d �y the Owner upo� reque�� o� the Cont��ctor, made �r� wr�ti►xg with�r� �uch G�tc�ay p��io� or �u�t�o��ze� ext��nsion thereof t at�y an8 a�l such �la�.ms shal�. b� cor�clus�i#e�y �����d �ra�ved. �7-7 ��.� } D. A�O��T�: ��bj��t to �h� ��ovisians �� ��em �7-7.16��?, th� ���e�actor aa� O�ner may agr�� �p�� �he w�ol� o� an� part a� t�e �rn�u�t �r ��o��ts �o b� paid to �h� �an�ra�t�� by ��a�on �� �h� t�t�I or �artial termx�atxon o� wqr� �u��uari� here�ot provxded, th�� s��h agr�e� amouri� o� �mo�nt� shall ne�e� �x���d �he total �v�tr��� p���� a� r��uced �y the amo��t of pa��ents o�h�rw�s� mad� a�d as fu��h�� red�c�d b� the ���tr�ct p�i�e o£ w�rk no� ��rminated. �he can��ac� sh��l be am��d�d a�cor�in���, a�� th� ��ntractor ����� �e pai� t�� ag�e�d am�unt . S�v ��►ount sha�� i�e due ��r �1os�. or �n�.�cipat��i g�`o£�ts. �lothing irr C'7--7.1fi{�i h�r�a�t�rt pr��cr�.��ng th� amaunt ta �e pa�� �o ttt� Cor���a�tv� �n th� ��ten� �� failur� of �1�� ��r�t�a,ctor b�r ��a�or� af �h,� termination of w�r1[ pu��uant to t��s s�ct�.ortf sha�� be d��m�d to ].imi�, restri�t o�' o�h�raxse ���e�rGein� or �ffect tk�� amcr�rrt ore a�mounts whi�� may be ag��ed upon to be �aid �.o ��� �on�ra�tor ��rsu�r�t to tE�is par��raph_ E_ FAI�,UR� �'U �4��tEE; �r� th� ev�n�. o� th� �ailure �� tt�� Contr�ctar and th� Ow�ner to aq�e� as p�o�rid�d in. C7�7.J.fi {D} u�on �t�e wh��e amou�n� to be �a�.d to th� C�nt��,�tar by reasor� o� th� te�rnin��i�n of w�rk pt�rsuan� t� this s�c��on the pwr��� shall d��e��aa�n�r or� the �asis of inform����n a+rai�x�b].� �o �.t, t�� amoue�t, i f �ny, due to t�t� Contr�c�or �y ��as�r� �f tt�� ter�nir�ation and aha�l pay to the �orttrsct��e the a�ounts �eterm�n��, �a a�tount s�ia��, be d�� for lost or anti�ipated pr���ts. F. ��DU�TI�i��; Tn a�rr�vi�ng at the am�unt �ue �h� �an��actor u���� �hie ��c�xo�t, th�re sha11 b� ��ducte� { a) a11 or�1 iqe��datsd adrrarrce or o�her ���rn��tts on acco�tnt tt�e�r�tofor� made to the �nnt,�acto�r� a��xi�abl� to �he t�r�ina�ec� p��tion a� tttis �ontra��: �l�1 ���► claim �rYsi�h th� �w'r�e� m�y l��ve ag�,ir�st the Cantra►��o� i.z� canr►�ct�ort r�rit�s this contr���; and {c1 th� ag�e�d pric� for, �r th� proc��ds af sal� of� a�y mat�e�a.als, ��sp���es or oth�r things ke�t by tk�� ��n��actor or sol�, pursuaz�t t� �ka� p�avisions of ��is �Iause, an� r�vt otI�er�rise r�covez�e� �y or crec��,ted� to the bwner_ G. +�D,7USTME�I�'� If the tersait���i.on here�nder �� partia,�. �rkor to the ��ttlernen� a� th� te�mznated �or�ion c�f this cos�tra��, the Cont��ac�o� rnay ��le �i�h t�ie Er��fs��e� a r�quesk i� �r��tfng for �n �7-7 (1�} �quita��� ad�x�strnent of �l�e �rice or p�ric�s ����if ied i�t th� �or���act ��i��ing to the �ontinu�d pa�'�io� �f the �ontract ( the p��tion t�at t�rmin��.�d by th� notic� of teraai.nati.ar�1, such eq�itable �dju��.�ent as rnay �e agr�ed upor� ��aJ.�l b� �a�� ir� such g�r�.c� or gr�.�es; r�ot�tir�g c�r����ned herei�, howee�er, shalJ. �.irui� th� ri�ht of t�te Owrt�r �nd �he �o�trac��r t� �gree �pon the amount or a�ounts �c� b� p�id to ,th� Con�r��tor �or the cam�le�ion o� tkse cas��it�u�� po��ior� o� the contra�t w��r� s�i�d cont�a�t daes ��t cor�tain �n �s���l.i5�hed cor►trac� p�ic� �or �u�h con�inu�d gor�ior�. $. I�� LIM�TA'�I�I� �F ���HT�= �#othi�g corztair��d �� ��is sectinn shall limx� or a�te� th� �ra.g�ts wh��h �h� �s�r��r may t�a�►� fo� ��rrnir�atiar� o� �t�is can�z�c� u��er �7-7.14 h��eof enti�led "�usp�r�s�or� �f Abar�d�r�m�nt af th� w�r1� �r�d Arnendm�nt �� Co�tract^ ar any o�her righ� w�ich Ow'r��r may ha�re for de�ault or bre��h of �or�tra�� b� Con�rac#�o�'. �7�7»17 �AFE'Y''l METHOE?� A�1I? FRA�"S'����� TMe �o�t�a�t��' sha�1 i�� responsible �o� i�i�iating, main��,�nin�� �nd suger�isinc� all sa��t� pr��autkons ar�d gr�g��ms in tor�rte�tian wit� ��re work at all ti.me� a�nd shall �zs�ume a�l r�s�o�s�bi].i�i�� fo�r ��ei� �r�fo�cerner�t. '�Y�e Contract�r shall �ornp��r with federal, st�,t�, �nd �ocal law�, ord��tances, and reg�lati�ns s� as �o protect p�rson and �ro�e��� £�or� istjur�rx in�Luding �eatt�, a� damac�e in �onr�ect�or� w.��h 't�e work. �7-� � �.3 ) a PAFtT � - C,EN'�1�A� ���1DITIONS C9-� M�A�t7Ft�M��1'F J�I�D �J4Yh�i+�'�' �ECTIDN �9-�9 l�f�14,S�RLMENT A�D FAYM�I�� ��-�.� MEA�U�t��iEN'� �F �[]AN'�I�I��: Th� det�e�'n�in�tior� �f qu�,�titie� of wori� p�ri`�rrued b�► the Cot�tr�c�or at�d au►tho�i�ed by �he Contract Do�umen�s ac��pt�bly �am�l.���� t�r���r the �er�� of �he C�r�tr�,�t �o�umer�ts shal l be rnade �� �h� �nc� i r��er ,��se� or� mesa�r�m�nts m�c�e by th� �ngineer. �'hes� rn��surer�e�tts will b� n�ade acco�edir�� �o the Un�ted �tates 5�.��td�rci Meas��eme��� u�ed in �ommon p�a���ic�� z�nd w�i1l. be the ac�u�l ].�agth, area, sali� co�te��s, r�u�nb�rs, a�� we�.gl�ts a� the m�terial� �►nd �te�as install�d. �8�9. � UNI� �R��E�: Wh�n i.n th� ��o�asai 2� "C�nit Pri�e" i� s�t �a�th� the s�id "IJnit Pri��" sha1� i�ciud� the £�a�r��shing b� th� �or�t�'a��or �£ �,l.l la�or, �ooist materia�sr mac?ti�,er�. �c�uiprnen�, �p�li�rsc�� �nd a�purter��nces n�c�ssar�r �oz �h� constru��ion �� �n� th� �omgXe�ion i.rs � o�ann�� accep���le to tne �z�gin�er af all �rork Co �e �or�� un�er thes� �or�t�eact Do�ument�� . 'The "I�nit �ri�e" sha�� in�lud� all p��ma�ent �,�� tempo�r��� �ro��ctxar� of ovex'3��ad, �urface, ar�d u��c�erc�r�t�r�d structux�s, cl�a�sup, �inisl��d, �ve�head ex�ens�t bon8, ir�surar���� p�tent f�es. royalti�s, ��sk d�e to �i�� el�ments and o�l�er cau��s, d�l���rt praf�ts� �.�tjuri���, damages c�ai�s, tax�sf �a� alY other items not a��ci.f�cal��► men�f�n�d th�� rn�� b� rec�ui�e� �o ft��]� �onstru�t each �tero o� �he wa��C comg�e�e ��n gl��e �nd ir� a satisfa���ry c�r�dition for oge�e��ion. C8-�.3 LC]t�I� S[�M: �herr i.n t3�e �roposal �'"�e�mp S�xm" i�t ��� �or�k�� the sai� "Ltxm� 6um" sha11 repre�er�t th� �o��� c�s� �or the �ontractor �o fur��s� a17, laba�'� tools, ��terial�, machineryf �q�i.pm�atr �ppt�rtestartc�s, �r�d �11 �u��idar� vro�k t�ec��sary �or ttte �or�s����tio� �nd cornp�l��.iort of aY�. �t�e work to p�ov�d� � cornglete and fur�cti�na� iGern as ��ta,iled in �he Spe�ial �or�tr�ct Do�umen�s ar�d���c ��arts. CB-8.4 �COP� Qg �J1Yl���T: �h� Cor�tracto�e sha�l re�ez�►e ar�d ac�ept the ��mp����tior�, as herein p�ovid�d, �tt fu].�. pay�ent �or furr�i.s�tin� al.l 1�►bo�, t�oo�.si i14����1��9F ar�� ir��ider�ta�.s f�r perfarming ali wa�l� �ont�m���t�d ar�d e��race� ur��er triese Cor���a�t Dac��ents+ fox all loss ar�� d��aag� �rising out af th� natur� c� �he warl� o� �ro�n tt�e ac�io�t r�� t�te �I�men��, for� 2�rty unforeseer� defe�ts or ab�tru�tios�s �i�ich ��y �rz�� or be enc�un����d d�r�ing �l�e prosecutiofl �f #.k�� +�ork at an�r tim� CB-d �11 be�ore i�s fi�ai a�� �p����� �� �h# �wne�, I�xcepk as p�o�id�� �� paragrap� �5-5.141 �ar all ris�s o� �hatever descri�tion ca�nected wi�� t�� p�os�cutzo� �f th� w�r�, for a�l ex�e�s� i�c�rr�� b� �r �� co���quen�� o� s�spe�sio� or dis�o�ti�uance of s�ch prosecuiio� �f t�e �o�king ope�a�ions �s h���fn s�ec�£ied, or ��� a�� ��1 �nfring���nts of pat�nts, . t�ad��a�ksf C����l����k �� o�h�r ��gal r�s�rvation�� �n� for �orn�le�ei�� th� work �� �n acce���b�e rnann�� accord��g t� the t�rms of t�� ����ract D�c��ents. The payme�t �f a�� c�rre�t o� parti�� est��ate prio� to fi��l ��c�p��n�� o� the �a�� b� th� O�n�r sha�� �n n� way c�n�tftute ������no���dgrne�t �� �he ����p���ce af th� wo��, mat�ri�ls, or e�u�p����, �ar in �n� w�� pre�u�ice or aff��� the ���i���ions �f �he Ca�tract�r t� r���ir* ��r���k, renew, �r �eplace �t �fs own and ��oper ex���s� �n� def��ts or irop�rf�����ns in th� con���u�t�o� �r �n �h� s�re�gth o� q�ality of ��� �at�rial us�d or e���p�e�t �r ma��inery ����ish�� i� or abo�t t�� �o��tru�t�o� of th� wo�k under con��act a�� xts appur�����ces, or a�y darnage d�e �r attrib�t�d t� s�ch ��fe���, �hich ����c�a, i�p����ction, or da��g� sha�I �ave be�� di��o��re� o� or b�for� t�� �inal i�sgection an� ��c�g�ance of �o�� o� �uring th� �ne �ear gua�a�t� period �ft�r ��nal acce�tance. The O�ne� �hall be �he sol� �ud�e of such d�f���s� �m�erf��ti�n�, �� �arna��, a�d th� �������ta� �hall be �ia��e to �he Dwner �or �ailur� �� ��rr�ct ��� s��e as pro��d�� herein. ��-�.5 PARTIA� �����ATE� RND RETAYNAG�� Between ��� I�� �nd �th day af each rno��h �h� �on���ctor �shall su��it to t�e En4�ne�r � s�a��rnent s�owi�g �n estim�te o� the v��u� a� ��e �ark d�ne during �he pre�iou� �nonth, or ��timat� p�riod under th� �ontr��t Docum�n�s. �o� l�ter than the 10�� ��� o� the rnonth th� �ngi�ee� shall vexi�y such estimat�, ��d �f ft �s �oun� to b� ����gtabl� a�d t�� va�ue of work p�x�o���� �f�c� th� last p�r��a� pa�ment �as m�d� exc��ds one hundred �oilar� ($20�.OQ1 r� �mou�t, 9�� o� s�c� e�t��ate� sum �i�X be paf� �� the �ontractor �f �he t�t�l co�tra�� �mount is les� than �4��,�0�, or ��� o� ���h estimated �urn w�ll b� paid ta �he Con�r��t�� �� the to��l con����t amount is �400,�p� ar gr���er wit�i� tw����-�ive (�5] days af�er th� reqular estimat� ����o�. Th� Cit� wiil ha�� �he ogt�on o� p����ring �sti���es o� forms furnish�8 by �he City. T�e partial estiinate m�y i�cl�de acceptab�� n�npe�rfst�a�le ma,�.�ri�X� delivered to th� wo�rl� w���k� are to be xnc�rporate� �.n�o �.h� �rark �s �, pexma���nt �a�� k�kxer�of, l��t wh��h �t #.h� �rie time o� the �stin���e ixa�v� n�t b��r� ir�s�a�.l.��. �su�#� �a�tnent �i�l �e al�o;�ed �n � ba��� of 95� of the n�z invaic� va�x�e �he�reof. } The Coatra�tor shall �u�ni�h� the Engie��e�r such ���a��natzot� as he may r�c�uest �o sic� C8-8 �2� him .as a g�ide ir� th� v��if ic��ion or t�i�� pr��azatxon �f par�ia�. �s�fma��s. It �.s un�ers���d �hat the pa��ial e�ti�ate fr�m ��nth to rnon�#� wiL� be a�rpro�rimate or�ly, ar�d a�l �a��iaY mar�t�l� �s�imat�s ar�d pa�m�n� s�i.�.� be sub��ct �.o co����eion in ti�e �stim,a�e r�nd��ed fo�.�ow.�ng� tl�e disc�v�r� of an ��ror ir� 2��y �a��trious estim���,�nd su�kt estiz��t� sha11 not, frt �.ny r�spe�tM be �al��n a� ar� adrnkssion o� the �wrser of th� ama��� of worl� dor�e ar of x�s qu�li�y a� su£fi�i�nc�� o�r �s an ���ep�ance af the work don� o� th� release of the ��atractax of ar�� of hi� res�ot�si.hili.t�i�s u�d�r th� �ontrac� Docu.r�rents. Th� Cit�► reser�es �.h� rig�t to w�t�ho�d G�� p�}►m�nt o� an� rno�t�ly �stima�� if �i�e cont�'a��or ��iX� to p���o�m ��� war}c st�ri.���� in ac�ordanc� with ��� �p��ificatians or prov'�sion� o� thi.� cvntrac�. C�-S.� Y�ZT1��O��IL�G PAYM��iT: Pa�rrne�� on any �st�rn��e or e�timates rr��y be ���.d i.n ab�ya��� if �.he �er�ormar�c� o� the �or�s�ruc�ion o�erat�or�s is r�ot i.n a��ordance wf�h �.�i� r��uirements of the Con�.r�ct Docum�nts. �9-8.7 �'�I�AL A�CEP�'AN��: Y�her�ev�� the i�m����'�rr�rt�s provided fo� by �he �on�r��t Documents sl��►�.�, ttav� been com�iet�d and ��Y r��uiresn�nts o� th� �or�trac� Docurner��s sh�,�� h�v� �e�n fulfi.�.led or� �he pa�t of tY�e Car�tra��or, th� Coz�tracC�a� sk���l not i f� t h� �nq�n��r i� wr i�ing �hat �he irnp�ov�.me�tts are �ee�d�r �o�e �he f inal inspe��io� . �he E�g ineer �h�►]� x�o� ��� th� a��rop�iat� a�fi�ials of the �wner, w�ll witttir� a rea�vn�bl.e �im� ��ke suc� f ir�a1 in�pectio�, a�d if �he worl� �� s�at���ac��r�, i�t en ac�ept�.b�e �o�diti.o�f �nd has 6een �orag�et�d �r� a��ordat�ce �rith the texms of ttte Car�tract Do�ume�ts an� a�� ��p�o�r�d �nodi��.�ation� ��er�o�, the �nq�.r���r will ir�iti.�te th� p�o�essing o� tl�� fina3. estimate �►nd reco��n�nd f ina� a���ptar��e of �he gro�e�t ar�d f�nal ���►1n�nt there�o� a� �utlin�� in C9--9.8 b��o+�r. C8-8.8 FINAL PA�YMEi��: �her���rer all. the �m��over����s p�o�rid�d �o� �y �he �ar�tract Doc�ment� and �l.l ap��o�r�d mc�di€fca���ns �h�r�of sh��l hnv� b��n c�rop�e��d a�td �].]. requirements of ��xe C�nt�ac� �7��umer�t� kta�re b��n �u�.filLed on the p�i�e� of the Contra�to�, a f in�]. �s�irnate showir�g the va3.ue of the wo�cic s�i�.1 b� pr��a�ed b� th� Enqinee� �s soon �s t�� r�ecessar� measurements ��t�m�uta�io�s t��d che��C� ��+� be �d�. . ��.1 ��io� estim�te� t�pon +ahi�h pa��ent ��s been made a�e sub�ect �o nec�ssa�]� co�r��tior�� �r r�v����t�� in th� fiz��l pa yrn� r� t . �6-9 i3� ��� amo�nt �f �he fi�al �stirnate, less previ�us pay���ts an� a�� s�m �ha� hav� ��e� de�ucted ar �eta�ned un�e� th� �r�visio�s �f the �antract Document�� will �e paid ta the �ontra��o� wi��in �0 da�s a�te� �ina1 acc�pta�ce by the �w�er on a pza�e� �es����ion a� th� C��y �oun��l, grovid�d t�� �on����Go� ha� fur�ishe� to t�� O��er �ati�fa��or� �vfd��ce o� �aym�nt �s f��X�ws= Priar �� �ub�ission �f t�e fina� �s�x�at� ��r �aym�n�, ��� �ontract�r shai� ex�cu�� an ����da�i�� �s �u�n�sh�d �y ��� ���y, c�����y�nq t�a� aXX pe�sv�s, fi��s, #ssp�ia�i�ns, car�v�ationst o� oth�r org�ni�ati�ri� �urnishi�� la�or and�nr m���rials have be�� paid i� £�1�, that the wa�e s�a�e �stab�ish�d b� th� �i�� �ounci� �n ��� �i�� �� For� �o�th �as be�n paidt �nd th�t �h�r� ��� na �laims p�nding �o� �e�sona� i���ry andfor pzvperty ��m�ges. - Th� ac�eptance �� t�� ��ntractor of �he ���t ar fina� ���ment as a�o�esaxd shall op�r�te as a�d sh��� r�leasa t�� O�ri�r frorn �1� c�aims �r �i�bi�itx�s �nde� t�� Co�tr�c� for a�yt�zng d�n� a� �urni�hed vr r���t��g t� ��� work �n�er ��ntr�ct Docurn�nts ar an� a�� or �egle�k af safd Cx�� r�latin� to �r �onne�te� �i�� t�� C�n�r���. Th� rna �i�� of ��� final paymen� b� the ����r s���� �o� ��liev� t�� �ontractor of an� gua�ant�es o� ��h�r req�irem���� o� �h� �ontr��t Do�u�en�s w�ic� s�ec���cail� conti�ue t����a�t�r. ��-9.� ADEQUA�Y �F DES���: Z� �s �n��rsto�d t�at Lh� Qw��� ���i�nes it has em�la��d c�m�e���t Engi�e�rs �nd desrq���s to p��pare the ��ntract Docu�en�� and all m�difica����s �f ��e ����o�ed C���ra�t Doc��e���. �� �s, t��refor�, �q�e�d ��a� �h� ��.^.�r shal� �e �espv��ib�� €�r �h� �d�q�ac� �F it� own des�gn featur�s, su�f��z���� 4£ �h� Co���act Dacume�ts, t�� ����t� �€ th� st�u��ure, �nd th� p�a����a���iLy �f �h� �pe�atxons o� th� cam���t�� pro�e�t, prav���� t�e C�ntractor h�s comglied wi�h ��� r�qu�r�m�n�s of th� �aid Contract �o��ment�, �,�� a��rvved mo�k�ications thereaf, and ad�itxons a�� alt�ra�ivns t�e�eta ap��ov�d in w�iting by t�e 4w���. Th� burden af proa€ o� such ��mg�i��ce a�a1l be upvn �h� �ontrac��� to �how th�t �� h�� c�m��i�d w�th �he sa�d requir�menes of ��e ����ract Doc�m�nts, approv�d �o�ific�tions tnereo�, a�d all �p���ved add��ions and alteratio�s th�r�to. C8-�.�0 G��ERA� ��AR��TY� ��ith�r th� fin�X c��tifi�ae� of �a�ment nor any prov�skan �� �he �ontract D��um�nts nor g�rtial �� �ntir� o�cupa�c� o� �s� a� the pr�m�s�s by th� Dwner s�all co�st�tut� an a�c����nc� af wark ��� done �n ac���da�c� with t�� Cont�act Docurnen�� �� r�lieve �he �an�ractor of 1i�bii�ty in r�sp�ct t� �ny �xpress warxanties or respon�ibility �or faulty ��teria�s �r workmanship. Th� �on�rac��� sha�1 rem�dy a�y ���ects or �ama�es in the w�rk a�d C��9 {�1 p�y �or any damage to �t��� work resu�ti�q the�e�rom which shall a�pear with�n a�e�iod of �ne y�a� ��om the �ate of fi�a� accepta�ce af �he w�rk unl�ss a l��g�� per�od �� spe�x�i�d a�dsh�Il furnish a g�od and su�fi�ient rnainte�a�ce ���d in tM� a�ou�t of 14� �er�ent o� �h� arno��� o� th� c�ntra�t whi�h shail assur� t�� p�rfo�ma�ce of t�e g��ex�l gua�a�ty �s abo�e outlin�, The Dwne� wxl� g��e noti�� o� obs�r��d defec�� with reasonable promptne�s, C$.-$.�� S�B��D�ARY W�R�: A�y a�d al� woz� �g��kfica�i� ���� ����d �� �o�umen�ary r�q�ir�m���s f�r t�e p�o�ect, such as c��ditio�s �m�as�d �y th� P�ans, the �ener�� Con�ract Doc��e�ts or t��se Spe�ia� �on��act Do�um��ta, �n wh��� na sgec�fi� ���m �or �id ��s be�n pravi��d ��� i� t�� P��posa�f s��ll be co��ider�� �s � s��sidiar� it�m a� wor�, th� ��st of wh�ch sh��l be inclu�ed i� th� p���e bid in the Proposa�, �os each � bid ������eral���ems�af�w� 3c wh+ich�� l�.�i� �h���a,teqory ��.�artsx� a�e g o� s+�hsidia�r� wo��€. C�-�. �,� ��S����At�EDC�� PLA�EMEt�T OF MATERTAYa= i��t��i�� rna� �e a].1,��ated u.nder variou� b�d �t��s i� the �rogosal �o e�tal�l��l� u�it pri�es fo� m�.s��l�a�seo�a �lace��r�t o� a�a��ria�. Th�s� ma��ri�l� si�a�l be us�t1 only wt��r� d�re�te3 �� the Enginee�, de'�e�� �'3 f�m�,t�r�al�will����made�fo��onl��t%�►t�amous�t�of p1ac� ma��rial us��, measured tn t�� t�e�rest one-��r�th �ni.�. �aymen�. €of w�th�th������r�l�����ra�t�� ��mer��s�r�g� dI� � of accar€�z�nc� t�� a�tua,� �moun� use� �ar the p�ca���t. �S#B .�3 R����1� DO�i��E�iT�: ���tra�ta� sha�l ke�p on �re��r� a �op� o a�1. speci xc�tr�na, p�an�, addent�a, modi���ation�x shop d�awinqs a�d samples at tT�� �ite� in goad ord�� �r�d a�nnotate� Th����sk��l� be�de�.ive ed to�Engit�eer �pon��c��n�l� fon process. o� t�� w�rk. C8�8 (51 s���ro� �i: �����������tx �o�����o�s �a s���zo� c A. ����r�1 The�e ����l���ri��r� �O��l�iQ�S ame�� �r suppl��e�� t�e ��ne�a� Conditio�s o� th� �on�ra�t and ����r ��o�Y��ons a� t�e �ont�a�� Docum��ts as ��di��t�d b�low, ��ovisi�ns whi�h ar� no� �o am�nded or su�ple�ent�d r��ai� i� �u�� fo��� and a���ct. �. ��rag��ph C�-�.� shou�d �e d��eted� in its �nt�r�ty a�� �egl��e� with ��� €oll�wing= Upon r�ques�t Contra�tor a�r��s to p�o�ide t� �w�er co�p�ete and �ccura�� �n�orma�xon regard��g ac���� wark �e��orrn�d b� a M����ity ��siness �nter��is� (MBE) �ndJor a �oman Hus���s� ��t�rprise (WB�� o� the �ontxac� and paym�nt t����far�. �ont�actar �u��h�r �qr��� to �e�mi� $n aud�� �ndfor ����ina� tion �� a�y �oo�st r�cord� or f��es i� it� p�s���sio� that wili s�bst�����t� th� a�tua� wor� p�r�o��d b� �n MBE a�dJo� WBE. The �isr�pr�s��ta��on o� fa�ts (oth�r than a rieg�igent mis�ep�esen�at�on} ���f �� th� co�ui���on �� �raud by the �ontsact�� wi�l b� grour�ds �or t�rmir►atxon a� t�e cor�t�act andfor �.nitia�i�c� a�ti�n �snd�r app�'opriat� f�der�]L, sta�e �� l�c�l l�ws or ur�der agp�`aprx�te fede�al, ��a�� or ].oca� laws or ordinax�ces relatis�g �o �alse s�a�eroertt�� f�trt�,�rt an� such misre��e���n��tx�n �ot��r �har� � r,egliqent t����epr�sentatian} andf�x' ��mtai�s�an of ��au�d �xill �'�sul� �n tt�� �ontrac���` ?��ir�g. det��m�.n�d to �e irr��por�sik��e and l�arr�c3 frvm pa��ici��ting i� �i.ty wor�C �'o� a p��iod o� ��me o� r�at l�ss thar�.�h��� (3) y��rs, C. Part C-�en�ral ��r�diti�r�s: �3-3.7 �ortdsr ��te parag�aph a�fter subparagraph d. Ch,2xrtg� ti�e pax'��raph to rea� as �o�, lows ; ���o �ux�eties wxll b� a���pt�d b� th� owr��r wk��.ch ar� �t �h� time irt d�f�ult �r de��t�qu�rrt o+, an� bond� ar �rhi�h az-e is�t�re�ted �.n �n}► 1i�3.c�a�i�n agait�st the �+�rs�r. ��.1 b�nds �hall l�e �ad� �n the f��as ��rr��shed 4�y �h� Owrr�� and �he sur�t� �ha1� b� ac���tab1� �a �h� �wrt��. Zn o�t��r f�r a su��t� tn be �cc��ta4�1� �o the �itYr (3� �the n�m� o� �h� �urety sha�i be �ncluded on the curr�tzt LJ.S�. '�reasu�y L�st o� Ac�aptal��.� S�rre�xes {Cxr�t��.�r 87�} t o� ��} �he �ure�y must h��re c�,pi,tal and �ur�alus equ�1 �.o t�r� ��_ „ ti.r��s the am��arr� �f tl�e b�r�d, TI"he sux-e�y must b� licensed �o bs�sir�e�� ir� tF�e sta�e o� T��c�s . Ti�� amotar�t �f the ���d �hal], no� ex���� �he amaur�� sh��rr+ an �rie Treasur� list or one-�enth (� j 10 } a�` th� tota 1 ca��.tal and su�rpl�s _ Tf r�insu��,r�ce is requ�r�dF �.k�e compan�r w�itirrc� tt�e ref.n�u�- ance m�xst b� �,��Y�ori��d, acc�rec�it�d �� truste�d to d� busxn�ss ir� "�`exas,,' D. S��t�c�r� c8-8.5 shau�].c� be deleted in i�s er�t�re�� �r�d repLa��d wxth the fa�.lowing= �art�iaX pay ��ti�n�tes sha7.1 k�e subrnit�ed b�r �h� ��r�tx�ac- tor �r �re�ar�d by �h� �ity or� �i�e 5�k� day at�d ���t� day of �ach mo�th �hat �he work i.s ir� �arac��ess. The es�i.roat� shall be pr����ded b�r tt�e Ci��r ort the �.�t�i da�r ar�d �5th day r�sp��t�i�rel�, �sti.ma��s w��l b� p��.� �ritt�ir� �5 d�ys �ollawxr�g th� ��sd �f �t�� estim�te p�ri�d, les� th� a�prvg��ate ��ta�ir�aga as s�t ou�. b��.��a. Pz����al �a�� �s��.mat�s ma]r �.r�c�ud� a,���p�a��� �anp��ishab3,e rn�t��ials d�liv���d to th� work pl.a�e �rhi.ch ��� �� 1�� inc��p�ra��d xnto �k�e work as a���rman�r�t� par� th��r�o� � bu�. whi�h at �1�� t���n� af �he �a� est�.raat� ha�ve r��t �een so �.nstal�.ed. �f s�,ch �at�r�al.s ar� in��.ud�d wi�hir� � p��+ estirna�et pay�m�r�t shall b� k���ed upar� 8��k of th� net vaice va��e t�h�rea�. Th� �on�ract�� wi�.l fu�ni�i� the Eng�r��er such informa��an as may k�e �easofl�l�l�r r��uest�d to a�.d ir� th� v��i.fi�a��.or� v� th� ���para�xon �� �h� pa� es�i.�ate, �'or contra�ts or J�ess than $��0, �00 a�. th� �i.�te of ��c�ct�tiar�, r�taina+�� si�a�l be �ert ��r ce�t � ].��� . Fo� ��ntra�t� af �4U�],��� or mor� a�- th� ���e �f �x��utio€�� �����nage �h�ll be �ive �er��r�t {��}- ��n�ra�tor shall �ay subc�nt���to�s ir� a�c��'d wi�h the sub��r�trac� agre�men� wi.t�k��r���f�.�re (5} b��in�ss days a��'t�r rec�i�t b� contra�t�� o� th� ��ym�t�� �y Ci��. �or�tra�- �o�t� �ailure to maice th� reyui��d payrnents �o �ubcon- ��act�rs wil]. authori�e the �i.ty to wi.thho�d �t��u�e� paym�r�ts f�om t2�� �ont�'act��� unti.� comp��.ance wi�3� th�.s ga�ac�rap�t is �ccom�lished. • �t is ur�d��sto��l that �Yx� par��.al p�y ��ti�a��� will. be �,�pra�ca.ma�� anl�r, and a].1 �a�r�ial pa� �stimates and pay����, ��' same wi11 be sul�j�ct t�v corr�c�ion i.n �he estirna�c t�end�z�d followir�g �he d��c�ver�r of �.�e �i�tak� -� �- �ri ��� pr�vi��� estima��. Payrn�n� o� ariy �az��al pa� ��rr�e�r of tl�e ar�ount o� work done o� o� it� �ualit�r or su�f i�ier�c�r or a� an ��c�ptan�e of th� wo�k dot��� r�or shaZ 1 same rel��se the Cor,�ra��or of any of i.t� res�ons i- biliti�� und��r t�e ��r���ac� Docurnet�ts . Th� �i��x reserves th� ri�'ht t�o wi.�h.h�ld t�h� �a�ment �� ar��+ partxa�. �s�i.��t� if the �ontr��tor fails �o perform �he w��}c �r� st�'�.ct a�cordance with �t�e s�eci��,�at�iar�� ar nth�r px-�v�s�otts o� thxs cor�- ��act. �. P�r� � - G�neral Cond�tions: P�i�'ag�raph ��-3�.11= ��l�te subparagr�ph a. F. P��t � - a�neral �or�d�t r�s: Paraqrap� C3-3, 11= D�].et� s�sbparagraph g . � ��x 0 ��- �: ���� � - ������� ���v���i��� D4� A�l�lAR� �� �O�ITRA�T ......................................................... ��-� ... ........................... 1��� SUB�AI�Si�i� O� ���,1"t'F��T D��k.�h+��h1T� ...................................................... ���3 Rl��... ..... .. ��F4 D-3 ��h�� ....... ...... . .......... ....., , ........ ......... ..,..... ...,.. ............, ....... . .. ........ ��-� �-� ��I� .......................... .......... ..... ............ .......,, ......,., ........ ,......... ..........., ��-G �-� PF�OJ��T i���M�CVF�T�O�l ........................ ................ ......... ............ ............ ....... ��-6 �Ql��0.L �tvlP��YM�f�lT F�i��V1�1�N� ................................ �-6 ���1�'�1���1�� ' ........ .. ........ ....... g�-f DY7 Pf�€-���I�TRU�TIOh] ... ........... ....... ....... . .......... ......... . ...... ��l6 �wg ��DRD�CVA�TI�i� C,A�ET1�k�� ................................................................,.,..........,.. 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A�e�inq co�#a4n�d in this P�rt I� t�3�t �s add�tiv� to afl1� provision irt Part �= ��ner�� ���+ d� t ions o� t h e� � o n f r a c t a r e � o b e r e a d t o e� he r. �� c��tro��ct #�etween �a� ��- ��n�ra4 �an�ii�ior�s a� the ��ntract and t�l� Part D, P�rt D sha _ FOf�; 1���4A�1L1TAT��f� �� FDRT 1+V�R�'H, iEXA� ��� Pt�OJ��T N�. �E'�N�� PF��,���7 �f0._ D-1 I��N�4f�D �F ���TFtA�T: �'fi7e �i��r resofves ti�e �1ght t� abandon w�#Y��u� oblEga#��r� �o t�e ��nkr��tar. an� part of tt�e pfoj��t, �� khe e�lir� pr����l, at a�� #ime b�far� th� c�ntrac��r be�lr�s any �on�Kru��fo� wo�}c �ut��riza� b� the �ity. Rward, f� m�de, �h�ll b� to the 1aw�s# respon���te bidt4eE. The follo�rin� s��k! appiy fot c�ritra�t d�c�m�r�ts wi�h mulli�l� ur�i�s o� war1�. �ac� unit represee��s � separat� proJe�t, �ach vui#1� an �nrlivi��a1 N1lUVB� sp�c�flcatio�+ ar�� pro��sal ��ctac�n, �fh� pr�pas�� s�ctGar�� are ar�ange� to all�w �rosp�ctive biddert� to �u�rr�i� bids on �r�e u�it, sorrte ofi th� unils. ar �li of �h� �n�ts. F�war� �� c�ntr��t{�}, kf made, sh�1E �� to the G�w��� responsiba� bid�a� For each inda�fd�a1 uni#. if a cont�a�t�r rs tFre kaw b�t�de� on kwa �nits ar rr�are, a sEngGe sek �f ct�r+lract d�curn�r�ts co�s�stin� of a!I ap�l�ca�ble u��is wHt b� c�eak�d an� one sin�la awa�d �f contra�t sk�all b� m�d�. TY�� ���tra�tor shalM ��m�i�+ v�rlt�n the �il�s �11V��� �rd�r�an�� an each urril, BEd�ers s�aN submit in�+v����l ar�d s�p�rat� r�ti�nt�ly t+�1�1+V�� rep�rts for �ach LlniK sr�cl�d�� �n the �antra�#, ���ts�ruc���n t�me �n a1� tal `a1l w"able cons� uc�ao�1 campletiorr tlme �erla� F�r all�tf��e ��n ls �M�a� be wl�tt rrr�lki�ale ur�i��, ti�e t� th� �am� a� the unit w�th the longsst co��tr�actlon �i�� p�ric�d, D�� �UB�uIw����N �� ��NTRA�7` D��UNI��ITS, ��1��T�tU�Tl��1 ��`AR� T�f�E A1�D p��-��N�'fRUCT1��J �U���TT�►�.5: The ��nkra�tor�s) s4�all execut� ar�d re�turn th� �cnr�tira�# c}c�cume�#s #v #h� Dep�rtrr�ent �# �ngineering ww#hin ten �1�} working da��� affer r+�t�ficatlar� b�r Eh� �ity, f� Pt�-�onstr�ctlan meeting �at�� 'a�tl�e��r�c�a ���ctMa��cn� �e�nc�. Letter t� �o�#ract�r. The eff��t�ve wark� �rd�r date w�1� be P �`h� cor�trsctnr{�� s�a�M b� r�s��tirad t� sta�k �anstrw�c�i�r� o� tk�� pro���#. r�o later ihan 4�n �'EO} c���ndar w�rkir�� da�s �fEer trie p�e-�anskructlon rr�eeting d�ts. +�r���ss a��ff�ran# date is ��#ablish�d in � hl�t'c� t aF �r° th� re �o �I#r�i� ti�o�` �me��ing date,�un �s� a� tdfff�rer�t� d�t� �� ���titea�t�e elevert d�ys P est��Gshed in a hlotic� to Proc�ed, Par �1xy ord�nar��e �i�47'1. as am�n�ed b�r �rd�nance i�o. 1378'�, the car��eactor(sj s�a�l subrnj# t�e let��rs of Intent �r a��py �f ti�e agr�em�nl� witri certi�i�d M�INB� subcont�ackor�s) at or be�o�e �k�e pr�-�on�tr�c#�o� car�fera�c�. T� ex�edite �I�IVB� com�l�an�e c�n��ackor� are sira�c�l}� �ncourage� #� su�m.Et ih� execuke� k�tt�rs of int�n� (wit� ��WB� s�bca�tract�rsj at tha #ime o� sul�r�ittal of tY�e U�4�i�EZF1Tl�1� �O1�N1 or ���D �AITi-� �F�ORT F�R�+I. TE�� Gc�tier(�� rnu�t �e �lgn�d k�� bolh p��i��� �f th� co�#r�c#�r{�} �a�is �o ��b�Et the I�tter�s} ar �g�eeme�l{s�, the conkra�k�f(�� w911 r�ot be �1�av�ad io begir� work. �'Im� or� the pra��ct wlk� �tart t� �c�u�n�aEake ak #k�e er�� �f #hs te�� {� �} d�ys a� �t�puleted ab�ve, �ddlkkor��� submi#t�js �t #�r�e �f pre-c:on���uckioe� rnc�ekin� s1��1� l�cl�d� {1�ut nat �lmlketl to}; ���.� SC�� P��LIMIC+�ARY - FOE� �I����1M f�E1fl�W �I�L'f , t�OT FDf2 C�4V�TFtU��l��1 OE� S1pDIh1C ���� � � ������� ���������� i � �o�[ra�t�es V�ar� Pkan and �ched�le D�sp�sal �lk� for Wa�te h+la�erial I�f�rmation �uh-�ontracto� adar�t�#Ic�tlon Trer�ch �afe�}r �es��n (i� req�ired} ��nffne� �pa�� Entry Prograr� I��me and numt��e ofi a re�pansit��e persan �or aff ho�r �merganckes �roje�k sc��d�le whic#� mu�� refl�cl a pr���ct c��pl�ti�n �ate to be ��#ermin�d �y the comp��tion tim[� �erlo+� s�r�ulated �n ths p�opo��1 ���t�or�. T#�e p�ay�onst�uct�on �nnfer�r�ce i� ir�t�n�ed as � for�m betw��r� tl�e contra�ta� �nd t�� ap�rnpfjat� �ify sla�# #� go over #I�e pr���c# fn de#ai1 ar�d to afiford khe �oe��r�ct�r th� o��art�nily t� submit all �h� ��qu�red �o��mer�ts risted a���re, If khe �a�tr�c#or faEls �� s�brnit a�y afi th� requrr�d do��mer�ts, th� co�l�actar w�fl ��ot t�a all�wed to be�in work; how�ver contra�t l�rne 5�r�ll t��gGr� �� s#i�ulat�d In t�n�s p��2�grap�. �-� GENE�tAI�: Trie ofd�r �� �recederrce in csse of corrfli�ts or disc�ep��rcies betweeh �r�r���s parts �f 2��e ��r�tract Do�umer�ts sub�ect t� ki�e rui�ng o� t�� �r�gi�v�r shall c��ne�ally, but r�ot r�ecessarlry, fallaw th� g�ld�lir��s Ilste� b�l�w: 1. Plans �. ��ntrack Dnc�rnen�s �. �ps�f�l �o��itian� �he fol��wing �pe�ia�l ��n�itior�� s��aE� be ap�lic��l� t� thls �ra]e�t ae�d sh�al� govern ov�r �ny �on�Gi��� wi�h t�� �ener�l �ont�a.ct Do��,mer��� und�r #h� pravisJo�rs state�f ab�v�. The �ontfa�tor s�a1l ho r�spo�slbl� fo� dc�facts in �his �roj�ct du� k� f��lty rnat���ls and �vorl�ma.�shi�,. c�r bath, f�r �, p�ri�d of ana {�) y�ar �r���t date af tir��l ����p��+�� af tF�is pr����� t�� the �iE� �# F�rt 1N�rth �nd w��l b� re�uEr�d �a repkace �t �is �xp��se any park o� akl �f this �arr�je�i wh�c� becar�res �s��ctive �lu� t� the�e �at�se�. �ub��ct to �odifca���r�� �� hereir� ��t�#awrt��, t�e �ort Wt��th �Vat.�r 17�}�artment`� �en�raf ��ntract Da�4art�ents �r�d ��naral S�e�9fi�ailc�r�s, �r1t17 �atesk r�v�s�or��, a�e rr,adc� ��ar� af t�re �c���r�1 �ar�tract Dacumen#s� f�r lhEs �roj��t, T[�� �'lae�s, Lh�ss �peci�l �antra�t [���u�r�ent� ar�d t�� r+�les, reg�fat����s, roq�ir�m�nts, ir�stru�tions, drawin�s ar ��taki� raferr�d �� kr� m�r�uf�ckur�rs n��n�, or �d�e�tlficati�n Inclu�� #her��n as ���cif}�ir�g, ref�rnng or fm�l�ln� producl cr�ntrol, perfarrr���ce, �u�11tyF OC ���fl�� sl���l be binding �pan t1�e c�n#r�c#or. The sp�c�ficatian, �r�d �r�wfngs shall be �ar�sider�� ��opera#Iv�; �herefor�, work or malerial ��11�d far b� or�e and nc�l shown or m�n�€oned 1� ti�e oth$r s1��11 be acco�pli�l�e� �r f��r��sk�ed in � f�ilhiu� m�nr��r �s #h�ugk� req+�lr�d k�y �ll_ Any �ot�tra�tar ��rfarrnin� ar�y work ar� F�rt 1+Vort� w�i�r o� sar�it�ry sev�r�r fa�il�E'r�s must b� p+•e- qual��ied with lhe 1�atee �e�artmen� t� perforrn su�17 w�ek ln ac��rd�n�e wi�h pro�edure� ��s�rib�d in the �urre�� �ort WorEh Wa�er D�pa�#ment �oner�! ��r�cificataons, �hich �ener�l s��ci�i�ations sha1� ��vern p�rfo�-rnan�� �i �,11 s���h wa�4c_ This co���ra�i and �raj�ct, wri�r� a�palc�bl�, m�y al�� b� govarr��d b�r th� tw� Fopowing p+�b1ls��d sp�cifii�akio�s, exc�pt a� rrfodified by t�ese �p�cial Pravlsi�ns: ���# � ��Y � - — PE��LIMI�IAI�Y - FOi� INTEI�IM FtEVi�Vti1 �#V�Y - AI�T FOF� ��N�71�U�TI�N �R �lDD1N� P��T � � �P��11�1� ���DITI��I� � . STA�IDAI�D �P��1�l�ATIOh�� �01� STR��� ,�IVD STOI�fu! C}f2A11�1 ��IV��'I�l.l��10hJ - �1T� ��r ��RT V1fORT�k �. �TA9�D��D ��'���F1�ATlOh1� F�R PUB�I� WOi��C� ����TRC���I��V - h10F��`H �E�3�R�� �E}C�S �ny ��r��li�t betw�en tl�es� cor�tract doc�m�r�ts �nd tF�� ab��+e 2 p�b�i�a#i�ns shal! be �e�alve� in favar �# thes� car�tr��t d��urne�+ts. � co��r �[ eltl�er �f the�e spec�fi�a�ions may be p�r�has�d at tn� �f�ice of th� Tr�r�sport��ior� an� k'�blt� +Norks D�rectar, 9 ��0 7�r��krn�rt�n �tf�et, �r�d �k��r, �unicipal �uildir�g, �or€ Wartfi�, T�xas 7G1��, �h� spec�fi�atinns applicable #a e��i� �a�+ iten-a a�� Ir�di��#�d �}+ the call,�ut fot #ha pay item bp th� d�esi�n�r_ if r�at st�avur�, #+��n ap�l��abie pu�lls#�ed specifk�a#i�ns i� ei��er af t���� doc�,me�#s rnay be f��fc�wed at t�r� dis�retlon �f th� �ortlra��ar. ����r�l ProvC��ans sl�ail be #ha�e af fhe F�rt 1�fo�th do��rr��r�t ratt��r ��an Divisi�r� 1 of t��e Narth �er�tra� Texas dac�rn���t. Bidders �ha�l not se�arat�, det�c� nr rem�ve any ��rt��n, s�grr�e�tt �r sh�ets �ram tfi�e car�tr2��t �o�ume�� �# a��y tim�. F�ire�re #� bid or fully e�ce�ute conkract wlt#�aut retain9r�g c�ntract da�ur�errt� intac� rna� k�e grou�s�� for des�g�atln� t�i�#� as '"�on�r���on�ive" and �e��ctin� k�lds or voiding c�r�t�ra�t a� appr�prfate �s d��err�ined �� th� �tt� Enginesr. ��1T�l�F�F���FAT#�A1 AE�E� P���F�l�ATf��! OF PF�OPO�I�L: A. D�Li1l��Y �F �'R�P��A�.: �1� �r�p�sak wiN be cons���r�d un�ess ft ls d�llv�r�d, ��r.��n�ar�i�rl b�r ik�� pr���r Bi�# ���+�r��y, t� t�e �k�rc:#��sin� f�anager o� [��s f�presentativ� ai kk�� �ffrr,k�l l��c�tio� ar�� ;tat� tlrr�� s�� ��r�� in �k�e "�otice #a �id��r�". It is t�+e �rdd�r"s sv1� rc�s��or��;7�iEi#y t� d�f��er #he ��rrpc��al ai ii�e pra��� ksrr�e �o �1�� pr�p�� plac�_ Th� mere f�ct #�t�t � pro�sal u�a� di��a��k��ti v�rl�S ���t b� �on�ider�d, �'he BGd��rs m�sl Fiav� #�e prop��al };�:t�.1as5� �e��v��ec�. �<�ch �rap�.�Z ��+��E b� �n � sc��leci �nval�p� plainCy mark�d wilri t�e wc�rd "P�p�����.", ��d tr�c ��rr�� or d�s�rlp�i�r� of the prajec# as d�sigr��led in tY�e "hlotica to E]i�d�ss". ��c �n�r��'o�� �#7�x1 �� a�dress�d iv th� P�rcl�asing �ulan�ger, �ity of Fork 1North �«r�h�s�r�t� D��ri��r�r�, �� 8ox'!`���'T, �t�r# Wor#h, 7��c�s 78i0�, �. �PV��HC�RA�'�i�6fi �f2��'����.�: �'r����sais �c#ua1Gy f�led witri the Purch��f�� �ana�ar �ar�not I�� ��rit�tdr�w� �r��r #c� �i1� tirnc� ��#� ��r op�nir�g pr���s�ls. �1 reC�ue�t �ar non-c�on�id�ratir�r� �i a �rc��cr�1 rn�st �r� ��'x��� irr wf�ting, ��+ir��sed [� ih� �ik�r i�+i�na�er, ar�d filed wi�� hR� pri�r ka �I�� fam� s�:# �`�r ���� ap�r7ir�� af �ru���s�r1s. A�ft�r a�1 prvpa�al� nat req��s#eci for non- c���a�1e��ti�1� �re ���+�t�d arMd �3�Mhlic4y r��d al�ud, �h� pr��asa1� far w�+c� n�n-c�nsGd�ratiar� r�r��,�s�� hava b��n ��rc��erly ��I�d r��,�. aE tho opti�r� �f #1�e �we��r, he ref�r�r�d ur�opar�e�. �;, ��I�E��AF��lI{: 41�C?i)l�[C;,�TIO�b DF PRO����l.�: �n� b��rier map f�c�dafy hls �rop�sal by t�l��]r�phsc co��mur�i�at�c�r� �t �r�� tlme prior to the time set for open�r�g prap�s�ls, �r�vi�ed �u�h tel�gr�phwc c;otti�inuni�ak�on i� �e��ived by the Pu��hasi�rc� �+lanager pri�r �o #h� sair� ���p��:�l aperr�ng tim�, ar�d pr�vide� �ur#�r�r, that th� �iiy �an�ge� is sat�sfled #ha�k a w�ii�en a�d duEy aul�reniic�t�d �or�firmatlon of such tole�r�phic �omrnuni�ali�n ��$r the signakure of kk�� bGd�er was rr�a�Eed �rior t� #�� �ropasal �p���n� tima. If such con�l�matio�r Is r�nk r�c��v�� v,�itYrin fark���ig�rt �48� �a�rs a�t�� #Y�e �r�posal openlr�g lim�, no ��e�h�r cans9der�tion wif� b� glver� �a th� prop�s��_ 1�-4 �M17 �.� ��-5 PR�LIIuIIh�Af�Y � F�R INT�I�IM R�111EW O�IV�'f - t�OT F�}R �Oh1�7RU�TID�I �f# �f f�DIh1C ����- a � s������ �orv������s - D�� PRDJE�7 DE�I�NI�I�lON: �o�skru�#io� t��tJ�r #hese �pe�f�l {7��urrtenis s�r�IJ t� p�rfaTmed under tht� I�r��ect besi�r��#io�: Wrt�j�c# f�o. P��fi-�7Q4�41{���0 �-� EGl���. �MPl.0YN1��iT PF��VI�[OI��' ��r�lrac#or shafE c�rrrpl� wi�h �G�y �rdirr�n�� �lurn�er 7�`78 as am�nc�ed by �kt� �rd€�an�e �lumk��r 7�U� (�ork 1+�or�h ��ly �ode �ecti�r�s 1�- �-21 t�roUgh� 1�m�-��) prnh�bitir�g disc�imirration in errMpfo�m�r�� �ra�tRoes, 7h� �ontractor s}�all p��� the r�quiratl notice to kh�t effect o� th� project slt�, and �k hi� re��r��t, wlll �� pmvid�� �sslstae��� b� tk�� Cil�+ �� F�rk V1��rthFS �C���II Ei�7�]�O�+fll�fl� ���ICE]f lh+F10 4VfII fl��$f �rr� qu�lit�e� applican� �� rr�a� have or� fJl� in I�i� affice to tha �on�rac�o�. App�opri�te noiices tx�ay �� �cqulred fr�m lh� E�ual Employrt�e�t i�f�fic�r. D-7 PRE-�OI��TRiJCTI�iV ���J�£RE�i�E: Befor� th� pfa�ac� work. ��d�t i� iss�ed, � p�em car�structi�r� c�nferenc� sY�all ba 1�e1� wifh re�res�nt�liv�s af th� following �g�e�c��s pr��ent: �i#� ��glne�ring C��partm�nt, ��ty Wat�r Dep�rtm�rrt, �3ty Put�C�� 1+�l�rks Departm�nk, other Int�rest�d �i�y D��arkrnent� (su�h as 7raH'i�), inter�sted ��lsll#� companies (sr�ch �� ga�, #�I�ph�ne, a�� ekeckric), C]�sigr� �ngineer �rrd tF�e s�ccess#u� ��ntr�cko�. �ontract�r s�a�t s�,bmit � s�F���uCe of o��r�ksnns �t #i�e �re�o�ns�r�cEEan �anf�renoe, C��B �OORD�N�4T1�N site may ba re�uir�d to pr�s�n# at aEl rr��e�Cn�s. �-9 OMIT 141E�T1�l��; For �oordanatior� purpose�, w�e#��y� r�eet€n�� �# th� ]�b main#a�n ti�e pr��ect on khe d�slr�� sc�tedule, 7�e �o�rtractor shall be �y1� BR�A4{OOWhI �F B!D l�I�OP���4L: V�1hen r���esteri t�y the Engineer, li�� �o�tra�lar sF�a11 f�rnish a�o�t bf��k�ovun of l��s� bid 'otems sh�wr� In t�e Pra�osal as lu�p surn itern�. ThF� I�f�rma��or� i� �ar �se in th� pr��ara#ion of a rscammanda�tio� #a #i�� �it� for �ward: c�f cor�tr�ct. �-1'� PI�OJ��T �LEAN U� Th� ��ntt��k�r s�all be �v,rare EF�at ke��ing �h� proJect sEte �� � rt�at a�d ��derly car��ilG�n �s consid�fed ar� in��c�€al pa�k o� kr�e conkr��ted w��lc �nd �s such s��ll be c�r��idet�� subs�dlary tn �h� ��prapria�te b1c# itern�, �lear� u� work �halb b� �ane �s dlr��ked by ��� �r��9ne�r as 1he �+orl� progr�ssas or as n�et�ed. If, in t?te opinian �f Eh� Eng�nee� it �� �ecess��y� �I��n �p �1�a�1 b� don� or� a d�lly b��i�. �a�an �� woric �hall ln�lu��, buf �7ot b� lim�ted ��: - Sw�e}�in� �he s#rc��t c�ea� of dir# �e debrls ■ �t�rrng �x�:�ss m�leri�l irt appr��riak� arrd org�n���d m�r�nt�T ■ FC�e�ing frash of ar�y �in� �fF o# �esltlenx'� prc�pert� �acY� d�y as worlc �ro�re�ses, �arr�r�ck�r sl��M! st�r� rn�terlal� and clean up the worlc siE� �o a� kv rnanimi�� interruption of #rie �se and enJo�merrt �f prlvat� properl�+. Addik'rortall�r. �s uvork is co�'rrp4eted on ae��r p�rti��l�r priv�t� propert�, t�o contract�r si��l� r�st�re that prop�rt� to ti�� conditi�� l�� was in prior t� Ih� w���C� �s w�11 �s rr��C�� #i�� 1��ces��fy fep�fr or �e�l��er�7ef�t o� �rty r�arrt�g�. If ihe �t7�irte�r ��es r�ot �e�l tY��t tl�� ja�sit� h�s been k�pt in an ordsrly c�nditi�n, �n t��� n�xk es�imaEe pa�menl {a►�d ��I sub�es��er�t pa�meni� unti! c�mplet�dj tYre �ppr�pri���e bid f#�m(s) will be r�d�c�� by �5°r�. D-1� �Oh�TRA�TO� ��I�kPLIAN�� V+J17M VV�I�I{�F�`S ���41PEN��4TI��1 LAV�I: � �C�6 ��t��i�usr�a��r - Fa� ���'���� �����v+� �n��� - ���r �o� �o�sr�u�r�or� o� s���i�� F�AF�"C l� � �P�C�l��. ��I�D1fil��lS , A, D�rinilior�s: 1, �erk�fication �f cov�rag� �"cor#i#icate"�_ A c�p�r c�� a c.er[ifGc�te af irrsurance, a certifi�ate �f aukhorki� t� self-insure issu�d b� th� ct�rnrnGss��n, or a�overag� agr�eEr��nt �7W��-Si, TW��-��, T�+��-83, or TI+V��-8�}, sk�owing s�at�to�y workera' comp�nsa#ian �nsur�nce covera�� for t�e ��rsor�"s �r �r�#�ty's �mp���+ee� pro���ing �ervi�es �n a ptvjec�, f�f tfi�e ccura#io� of �h� pr�aj�c�. �. Dura�io� of #1�e �raj�ct - ln��ud�s the limo feorrr t�� beg€r+n�n� of tl�e w�r�C an trie �raject u�ti1 khe co�#�actor`���ersorr's w�rk an the pfo��c� k�as ���n �r�m�€�t�d an�d a�c�pled b� t�e ga�+ernm�nt�l ent�ky. 3. �ers�ns pe�vic�ir�g sen+i�es nn #h� �roj��t �"s�bcontr�ck�r" ln �406.���)- ir�ciuries �,I� �erson� or er�tk#i�s perfarr�+r�g aCl �r ��rt of #h� sen+ices �h� cat��r�ctor has ur�d�rt��Cer� ta porform on #he �r�je��, �egard��ss of wh�t�er #�at p�rsar� con�ra���d dir�c�l�r wk�E� #1�� �ontra�tof a�d regar�4���s o� wh�tk�er khat �efs�n Y�as a�npk�y�es, l't�is kn���xc4��, walh�ut 11rnrt��ion, ir������d�r�t ��nt��ctor�, s�b�or�tracko�s, leasir�g �ompanie�, motar �arri�r�, �wn�f aperators, emplo���s of any su�� �r�ii��r, o� er�r�ploy�e�s of �n�l enlit� whi�Y� furnisY�e� p�rs��s to }�ro��d� �ervl�es on �h� proj�c#, "�erv��as" ir�clud�, wfthout limii�tlor�, pravid�ng. fi�au�kng, or des;verkn� equl�rr�ent ar rn�t�rials, or pfo�r�dGn� 1al�or, #��n���rtatson, t�� ot�+er �ervices r�lat�d �o a proJ�ct, "��rvi�es" da�� not incEu�� �ct��itie� ��rrelat�d ta �1�t� �roj�ct, �u�h �s �oodJb��►er�g� vent�ors, o�f��� suppl� de11�+c�ri�s, �nd �elEvery �f por#ab�e la�E�ks. B, Th� �c�n#ra�tar �hal� �ro�i�� caverage, �ase� �n �raper repor�wng ofi �1��sifi�atior� codes and pa�rroGl arn�unts ar�d �i1��tg of any correra,g� agr�emen�s, wh�ch me�ts t�e s�a�tut��y re��alr�m�nt� of T�x�s ��bor �vde, ���kion 40'�.Q� 1(�4� �r ��I em�lo�le�s of kh� �ontra�t�r pr�vkding sefvkces c�r� �F�c� pr���ck, ��r the d�+ration of th� p��je�#. �. '�`he �antra�tor m��st �rav9d� a�ertific�te �� cove���e x� the g�ver�m�e�tal entit� pe��r �� bei�� awarded tk�o conxr��#. D, �f ih� caverage �erta� sFs�wn or� tl�c� cvnt�a�to�'s ��rr�nl �e�ifE�a�e �# coverage en�s �u�ing �h� dura�ian af th� pcoj��l, th� c�rit�a�t�r musk, prl�r to tk�� en� af tfne cover�g� p�tiod, file a n�v�r certi�ic�te af c�v�ra�e w�th ih� �overnmen��! ��+kit� �k�owing t�at c�vara�e F�as b�en exte�d�d. E, Th� �ont��ckor sh�1l �btakn feom ea�h persan prov€dtr�s� s�rva�es an a pro�ect, a�d pr��r��e t1�e �averr�r�re�ttal ant�l�+; 1. A cerklficate of c�v��a��, �eior #a that �e��or� begirr�ring w�r� or� the �roj��t, �� t�� �overnment�l ant�ty will havr� �n �i�e cer�Gfica��s �f cov��age sl�owlr�� ���eras�� fof �I� p�rsa�s pr�vldtn� s�rvi��s on the pt`���ct; �nd �. iV� kater �han �aver� days aft�r r�ce�pt by fh$ conkTact�r, a n��r c��ti�ica�� o� cov�ra�� shov�ring e�ct��sion af �orr�ra�e, if �Y�e c�rr�r�g� per�od s�rowrt on tt�� c�tr��� ce�ki�icate �f cav��a�ge �r�ds during tl�� dufatio� of tk�e pr��ecl, �. Th�e coe�#ractor sha11 f�t�ir� all requk�d �e�lificates of coverage �or #k�e duratior� of the p�����k a�rd �or nr�� �ear t���aaf�$r. �. T�e co�t�a�tar s€�af1 nolEfy #1�e go��rnm��rka1 �n#i�}r ie� wri#+ng b� ce�kif�e� rr�a€I �r �ers�na� d�liv�ry. wit�in #en {"�0} da}rs afte� th� �onKr�ctar know ar s��uld h�v� known,� of an� ��a��� =:.� - - � ��-7 P4�E�1�411NARY - F�R IN�'�RIM I�EV1�1N OC��.�f - N�T �OI� ��N�7RU�TIOSV �� BI��ICV�a ���� � � ������� ���������� Ihat €rt�#�rialay �i#ect� k�e provk���n of ��verag� of �ny p�rson �e�v�din� servi��s �rr th� pr�Ject. I-l. The corr�ca�ct�r sY�elk ��st on each pra�e�� s�t� a�ai'rc�, �n the text, fvrrr� �n� mar�net pre�cri��� b� the Te�c�� �N�rC�er's �ornpen�a�korr �om�nissEon, Informing all �ers�r�s }�rov�dir�g s�n+ic�s �n the proje�t th�t t1�ey are re��ired to be �orrer��l, �nd ��at�r�� how ���rsorr rn��+ ve���y cov�r�ge and r�port I�ck of �ov�rag�_ I. Th� contra�t�r s�al� �ont�ac#ually r�c�uire e�ch �rer�on wtt� w#�orn rt �on�ra�ts ta pr�vlt�e �e�+i�e� on a pro�o�t, t�; �, Pr�vide cc�v�ra��, bas�d �r� pr���r re�ort�r�g o� cla�s[�catior� cod�s and payrroll am�unls and filing of ar�y cov�ra+�e �g�e�rrk�n#s, wfnick� rneet� !h� statut�r,� r��uirem��ts of T�xas �abor �a�e, �ec#��� #�'1.01�t{4�� �or �RI of its erxrployaes }�ravldln� ���vi�es oe� t�� pra�e�t, for t�e du�ation of t#�e pr��e�t; �, #�rorrade k� ti�v ��nlra�k�r, pr�or to tl�a# pors�n �eginning wo�1� o� #I�e pr�je�#, a�er#i��c�{� of cavera�e sh�wfng t�at co�r�r�ge I� b�3r�g �rovl��d for all emp���eas �� th� parsor� pro�idi�g services ��t th� proje�t, for the duration oi the pt����tt �, i�r�vi�e l�� ��r�kr��kor, pria� t� the en� �� th� cover�c�e perl��, a n�w certiiicate c�F �orrerage �hvwing $)4�6f]S1�R 0� COV�;'f��E,+F �f th� c����age period sfiown or� #�� �ufrer�t c�ertifi�at� o� covera�e en�� durRng t�a duratlon oF tk�e �roje�t; 4. 0�#�jn fr�rr� e��� �ther persor� wlti� wh�rn ii con�racts. and �ravlde t� th� �oe�ira�t�r: �.� A cer#iiic�te of �ava�a�g�, Prior ta t�� �th�r per��n ����e�ni�rg work ar� the p�oj��t; and �.� A new ca�[fi'ic�#e �f cvv��age shawfn� e�kens�o[� of �vver���, Prf�� ko th� errd af t�� cov���ge p�riod, i� #�� c�ver�ge perl�r� �h�wn on th� cur�ent c�rti�icate a� co�+�rag� er�ds during the �uration of lhe pro�e�k, 5. f�et�in aN f�q�IFe� certific�at�� c�� cov�ra�e o� fil� F�r the dur�ti�r� �f �h� �roj��� �nd f�r crne ye�r #h�re�fker. G, t�alify th� �a�r�r�t�ent�l e��tity in w�i#ing t�y cerl�fied rr��ll of ��r�or��1 de�ii+re�y, withlr� t�r� {��} d��s aF�er �he p�r�or� knew ar sk�o��d Iti�ve know�, of ar�y �#�ar�g� lhat m�i�ar�aal� a�f��t� �h� pr��+is�s�t� of caverag� of an� ��r�o� �r«vidir�g s�rva�es nn �I�� pro�ect; �n� 7. �ont�•actuall� ��uare ��ch p�rsan u+rl#�r whom �I ��ntracts, t� perf�rrr� �s �e�uE�ed by �aragra�hs (i)�(7�r witlti the cerilfl�2�tes of �ovetage to b� �rovi�et� t� �he persan for whr��n �hey �r� prnvi�i�� ���vi���. �. �y signang th�s c�ntr�ct or pr�vidi�g or c�usin� t� b� prav�d�d a cerk�fi��ate �f cov�r�ge, t�� cor�tract�r i� �epr�sentir�g to the �o��mme�t�1 ar�ti#y that a1i �rn�Goy��� of i,he c�n#��ct�� wl�� wil� pr�vid�: s�rvf�es an tfi�e �r�je�t �rill b� c�v�r�d �y w�rkor's cornpe�satGorr �average ��r the �iur�iian of t�� �ro�ect, tF��# #�h� c�ver��� wfll b� ba��d or� pfo��r re�orki�rg �� �lassifi�ation c�des an� payroll arr���nts� �nd thal aal cov����� agr�em��ts w�ll b� til�d with t�te ap�r��r€2�ke Insuran�� �arrier �t, ir� t�3� ��s� of a�olf- in��re�, wi#h �l�e comrnission's Division oi �eCfYlG�suran�� F2e�u�atlon. ProvldlRg fa�s� or �rr�sl��di�� Enformation m�y �ubj�ct ih� c�ntractor ko 2�dm��istr�ttve, crlr�lnal, clvll p�rlalties or okk�OC Ci�111 �Ct�pr1�. ,��,� s��� i��2�l.iMINARY -FOR II�T�F�iM R�1fIEW Dt�1�Y -�or���cor�sr�ucT�or� �� ��o��r�� PA�i' D � ����l�L ���1G�1`����� 9. Th� cc��t��ctor's rtailuro to compky with an}+ of t�e�� ��avlsl�ns �s a brea�h ofi cor�t�ac� k�y t�e co�tractar wl�ick� er�t��1�� tl�e �ov�rnrn�r�ta! ��l�ty to ����a�e #S�� c�n�r2�ct voi� �rt th� contract�r do�s e�o! r����� th� br��ch wii�ir� ��n da�s a�#�r re�elpk of �rnt�ce of brea�h ��ar� th� gover�rner��a� entl��r. .1, 7�e c�ntr��kqr sh�H posk � ft�tice on sacl� �ra�e�t sEte inf4�mfng �1M p$rsons pr��9di�� ss�'v�c�� �n t�� pr��e�t that they are re��Gr�d �� �� cov�red, and si�#in� ��w a persan rr��y v�r�fy curf�nt c��rera�e and f��orl fail�re #o prov�de c.over�g�. ihis no#�c� doe� r�o� sat��fp o�h�r pa�#+n� requ�remen#s im�o�ed b� the 7axas 1No��e�'s �ornpe�rsat�a� Act ar ather T�xas 1Noek��`s ��mpe���tiar� ��mrni�s'ror� ruke�. �his no#ac� rrkust t�e prinY�d wl#Y� a ti��e 1r� at I�as� �U pvint b+�ld typ� �nd text ie� at E�a�� 1� pa�n! �orm�l l�+p�, �n� sh�ll b� �� l�oih Cr�c�iish ar�� ��a�9sh an� ar�� ol��r lan�+�ac�e comr�on t� #he worker papulation. T�e �ext ��r th� r�oti��s s�a1l �e th� fa�lawing �exk, �ith�ut any addlti�nai wa�ds o� cF�anges; "R�{�UIR�D 1N�RV{E�'S ��MI����ATI�f� ���ERA�� The �aw ��q+�ires thak eacf� Q�rts�n workin� o� tl�is si#� or p�oviding servi��s related tp �his c�nsEruc�i�r� pro�ect must be cavers� b� vu�rl�ers' c�rnpe�sat�o� �r��uranc�, TlnEs �n�l�de� ��rsa�s pr�vidi�gr ha�ling, or ds1Ev��kng �qu�pm�nt or mater�afs, �r pr�vi�in� la�or �r #ransportation or ather se�v'sce rela�ed Ca �he �r�ject, regarc�l�s� �# the rd�e�tw#� of thei� et��f���f a� s#atus as �n ompl�yea," ���1 kfi�� T��tas War}��r's �or���ns�#ion �ornr�issian a# {���)��0-�79� t� recelv� in�orrr�at��n �e� t�e 1ega1 r�quirament for co�rerage, to �eriiy wheth�r �rour �mp��y�r �a� �rovi��d #�e requ�re� c�ver�ge, or to report a� err��Eoyer'� failu�� to pra�ride co�erage". Q-i3 �1�h101��TY AN� W0�41EF1� �4J��N��� ��17�RPRk�� (I�IMlB�) �OIVI�'LI�SV��. �� ��card�n�e wit� �9#y o� �orE VU�rtl� Ord;nanc� fVn. '��9��. as a�ne�rde� ��+ �ity �f F�rt Wortr Ordlnance f�o, '��471, t�e ��ty of �o�# Wa�th has goals �ar #h� �a�kic��a#ion �f m9r�oritJ� bu�ir�ess �nter�rises and w�me� bu�sln�s� ente�prises In ��t� cantracts. 7he Ordk���+c� ls ir�corpor�t�d i� t1�e�e �p�cif��ala�ns I�y ��f�rence. P� c�p}r a� t�r� Drdi�ance �ay bs obtaine� �fom tk�� �filc� of t�� �iky �e�r�kary. ��ilure to carr��ly wllh tk�e or�ir�an�e shall b� a ma��rlal t�reac� af ��r�tracl, Th� i�I�WB� UTwLI�P�Tl��1 ���N1, N��NB� �DA�� ►N�4�VER ��f��l Ai�D ���D FAiTH ����F�T �OR�r1, as applic�ble, m��t �e subrrritta� wlkfi7Gn #ive (�� c�ty busir��ss d�ys ��t�r �i� v�ee��r�g, ��i1ur� �� carr��ly s�ral! r��d�r th� bid r�o�-r�s�ansiv�. �lp�n r���e�t, c�ntract�� a��ses to prarrid� the �li�+ �or�7p��te and �cc+�r�t� ir��ormatio� re�a�d��g actual �ork pertarm�� �}+ a �++1in�r��� or W�rnen B�,�aness Entefprlse �i�iJ�l�l6�} �n the contrac� ar�d payment ther�of. �ar�#ract�r f��rE�r�� agrees �o p�rm4t �n audst and{or �xarr�inatlo� of �ny baoks, r��ards ar ��l�s in its pass�ssion th�� wiN s�bs#a�+lta�e �h� �ctu�l wor�c perf�fm�d by an N1B� ancll�r �+��. T1�e mi�r�pr�santatlan o# facts (Other tl��r� ��a�1tg�Rt CT'1k�repf�Sentatl0�� �nd�or the commE�sia� af frau� b�r ki�� ��nt�act�r w�ll be grau��� for t�rm��ra#ic�r� o� lhe �or�kract �r��i�or d�i��ating ac#i�n �ar�der a�pr�priat� ��der��, s�ate, �� �a�a1 laws or ordie�artce� eelat�r�� �o f�ls� s�a�emar�i, F�rtr�er, ar�� su�h misrepresen��tion ��the� �har� a neglig�r�t mis�epr�s�r�laks�n} �ndlar ��m�niss�an o� frsud wi11 rasu�t In #he �a�titra�#or be�ng determined to b� �rr�sporrs���� ��� barre� ftorrt partici�a#in� f� �ity w�r�C f�r � periad of l�rn� af n�t less tl�an tl��ee �rears. Tk�� �it5� wili �b�}sider the ��nir��kor'� pe�forrnarrc� regard�ng iks l�1�1N�� pragrafin l� t�� ev�lu�ti�n of bi[��, Fallu�e to co�nply wl#h �he �ity's �IJWB� �r�ln��ce, or to �emonst�ate '"��ot1 ��it� �ff�rk", sh�ll res�lt ln � bid ba�n� r�nd�ter# non-t�s��ns;ve �� speci�icati�ns, �,�_ �� � — ��-� PR��If�IINJ�RY � FO� 1NTEF�CM f��V1E1N ON�Y - AI�T F�R �0�+1�TRU�T�ON �Ft BIDDI�ICa � PA��` � � ��E�1�1L ���ID�TI�I�� �orr#fa�tor ��a�li pr+ovid� �ap9�s of s�,b��ntrac�s �r c�-sig��d l�E#��s �f f�ter�# wlth apprav�d �lVVi�E su�cor�t�a�t�� p�iar to Ess��n�� of #he f�,1t�t�c� to Pr�ceed. ��rrtractar �h��l ���o pr�vid� m�nt.hly re��rts or� utilizat�on �f th� s�bc���t�a�tars to lh� �i�y's iu1IW�� af�i�e. Th� ��ntf��t�� may cou�t �lr�t an� sec�r�d �ier subcc�ntra�tors ar�d�or s�,pplr�rs tc�wa�rd m�eEir�g Ehe gaals. The �ontrac�or rrr�� �aun# kowa�d it� �oal a�art�on of tho t�tal dc�i�ar ��o+�nt �f �he ��r�trac# with �]olnt ventu�e ��ua�1 #a the �erc�nka�� af tk�e MfUVBE par�ici�a��ion ir� �Etio �oinf �r�nture far a�ae�ray ri�frn�d p�rtioe� �f the rRvork ta �� �erta�m�tl. All fu1JWB� �trni��ctors �sed €n r��et�ng ti�� goals mu�t be c�Rlfie� pri�f to ihe awa�rd oi t�e �o�tracl, �`he 11+1M18� cor����cEor�s) rnusk be �er#ifi�d by either t�� �1orth� C��tr�l Tvx�s R�gr�r�al �etki�i��Eiorr Ag���p �fV�TR��I� �r Tex�s Dep��Erx�er�t of �'ranspart�tion [TxDOTj, Wi�hwa�r L7�vfsion and m�s# b� Coca��d ir� the r��n� (9� co�n�y �nar�etplace �t klm� of bld. Th� ��nt�a��or ��alf contact all su�h ��1NB� suE�c:vn#ra�tor� �r su�plE�rs priar lo Cistin� tl�er�r on li�e Nf�NB� �tlliz�tian �r g��d faGtk� ef�ort �orms �s �p�li�at�le. Fa�lure ta �ar�#act the Giste� NtJWBE st�bc�ntfa���r �r su�plier prlor t� bid ap�ning may rasult in the re���tin� of b�d �s r1an,�esp�nsive. When�v$r a ch�n�e ordar affec#s th� woric oF a� N111�+1�� s�b�ontr��t�� �r suppli�r, th� I1+��1N�� sh�ll be �iv�n an �����kunit� to perfarrn Ih� �ork_ V�+henever a char�ge �rder exce�ds ��°1, af th� arlgi��� cor�#ra�t, tl�e �llNB� coordin�tar sk�all determine tl�e g��l� �FapSlc2��le ko kh� work t� b� pe�fi�rrn�d �nder lh� ��a�rge ardor. D4,rir�� the t�fm �f the �on#�acl #he car�tract sh���; 1, �1�l�e no ur�ju��afied chang�s a� ��l�llons fn �t`� �NJ�fBE parkicipal��� commilr�ti�rtts subm�lt�:d wit�� or sub��q�,�rr�t io #h� bid, and, �. �f ���bs#antkal s���ontracting ae�dlor substan�a! su�pli�r opp�rt�nlli�s arise ��rin� tl�a tefm of lhe c�r�tract u�+1�E�h t�� �antract�r h�d r�pr�se�ted he would pe�F�rr� wit�h �Ps f�r��s, the c�r�tr���or sY��lk notif� th� �it� �ef�re s�b�o�kr�c�s or purcF�ase �r�ers ar� ie#, an� sha�l �,e raqui�d to c�m�ly wi�h mod'rflcaki�ns �a gaaks a� det�r�n�e��� �y the �lty, and , �. �ubmEt a R�Q�.]E�T ��1� �PF�R�11Al. �F �WAN�� ��f�M, if the cor�tr�ct�r d��fr�s Eo �hange �r de�ete ar�y of lh� �1J�IJB� suq�c�n�ract��s �r su��ffers. JustlFicatiarr f�r �hang� rrt�y b� gr��(�� f�r the fallowing: a, F�H�rr� ofi ���co�rtract�� t� pcov�d� �vide�ce of �o�eEago b� V�lorker'� �omper�s�tion � ns�rar�ce. b, FaNur� of �ubaontra�l�r �a provid� r�quir�d ��r�era! Ila�r�Ei�}� oi okh�f ins�ra�c�. �, �ai�ur� �f �u�conlr�ct�r xo exe�ut� � st�nd�rd subc�n#r�c:� f�rm �r� the amount of �ha p����s�l u��� �� the �antra�tor In �r��arl�g hl� �+1MrB� f'aetic�pa#�or� plar�, C�efi�ult b� khe 1+19Ml�� s�,b�o�rkra�tor o� st�p�lic�r in �k�� p�r�orm�n�e of lh� Sl����[�tr�Ct�f_ 1Nikl�ir� te� �1�� da�rs �fter f�nal payfner�� F�om th� �ity. kh� �ontra��o� sF��ll p��vl�� tF�� N��V1+�� �f#i�� v�ith ��cumo�#aii�n t� re�le�t flnal partic�pation c�F eac�r su�r���tr��tar and �up�lier �sed on th� �rajec[, inclussve �f [V1lW���, �,�� SG��� PREL�An�NA��f -��I� IlJTERIM REVIEW ONL1� • iV�'� �'�F� �01�9TI�1��71�V� OFt BIDDIN� ���� � � ������� �.��v�i-r���� � ����4 �AL�h1DA� D►�1�1f: D$let� par�graph �1-�.�4, �r� P��t �-�en�raM �antV�ti�n�, �n its entire#y a�� sub��it�te #h� faGl�wfn� new p�ra�rap�: �1-1,��4 ��r�nda�r D��: A�a��nciar �a�+ is any day vf tfi�e ��ree�t ar m�nih. Ail calenda� �a�rs are �o�,r��ed in �om ckor w 1� not b�l a� w d�to �+oEk on ��ur�f�a�s or�any h� ldays any; h�wever, lhe �ont a�sefve� by th� �G��r o� �o�-k IN�rth, D-�l6 �i1B�1�4�F�1' W�R�t: �ny an�# ail wor�C �p��E�kcal�y gavern�d rs��+r�rne�ks far ��r� p��jecl. su�Y� as condflions imp��ed by the Pl�ns, th� �o�u+n�nts or ih�se �p���a1 �ontra�� Docu�ne�is, wr+ wY���h r�� spe��fi� i�em pr���dec� f�r i� tl�e Propasal. shal� ��3 �ar�s�d�r�d as a subsGd�ary i�am of wof�, shall b� ���I�ded fr� t�e p�ic� b�d in tl�e P��p�sal fafi �ac�� b�d M�em, ln�l�din� surfa�� r�st�rati��, ree�o�ra1 anri repla�er��n� o� fen�ing, a�ri c�a�nup, b� documer�#�ry ��ner�l �ontr�ck for b+� has b��r� t�e �asX aF ��rch b�# n�t �irni�ed t� p�1B WAC� ftATES: 71�e lak�ar cEas��ficatlans �nd mf�km�rn wag� rates ��t r�rth harein have been pred�termine� b}� �k�� �il� ��uncll of #h� �ity of ��rt �'�f�rlh, Tex�s, in acc�rc4ance v��th sta�utory r��uirem��ls, as b�ir�g #h� pr����l1r�g �lassif��atior�s a�d ra�es t�at shall govern on aN �rork ��rforrfle� by t�e �onlr�ctor ar an� �ubcantractar on the �i�� of the proj��k c�v�re� by+ these �ar�t��c� €�ocume�ts, In r�v ev�nt �halt �e�s #t�an the f�il�wi�g rat�� o� vvag�s be paGd. ��tracrie�} CiTY �F �O�T VYD4�TH kil���l�4`� ��T�S7'RIJC�'I�[V PFt�1fA�1L�l�� WA�� RAT� FOR �0�� �l..A��IFI�ATION ,4sp�alt R�ker Aspha�# ���v�l�r �at�hi�tg P1��1 Wergh�r �arpe��er ��tou+�h) �oncrete �ir�is�er-�avin� ��n�rete �inist�er Nelper (Pa��nc�� �o�r�rete �in�s�+�r,�tr�clures FCa�ger Farm BuNd��-��ru�tures F�rm ���ter-P��+ing & ��rt�s For�n �elt�r-�truciures L�borer-�amm�n Labo��r-UtlGiky �+1ec#��nic �en+i�ar �'ipe Layer Pip� �ay�� W�a�er As�#�alt �i�str�buto� �p�r�tor Asph�l� �'��i�� h�acl�ir�o �peratar �o�crete P�vGr�g ��w L!. 1 ��ane, �larnsh�ll, ��ckf�oe, D�rri�l�, Dra��lne� +.71I�V�7 ��1y�3 �`�'} �rene, �larnshe�l. Backh�e, �le�rick. Dr�gCine, �l��vel (�'l'l� �Y� Fr�r�t Enr� �oader (�'f� �`l 8� l�ss) Frt3nl Er�d �.oad�r �o�er �'!x �Y� FtI�T� $ � 0.32 $ 8.7'S � 9.�� $� 3,�A �10.�8 $ 9.7� �1�,4� $ 7.�� �� 3.4A �10_�5 � �_7� $ 7.64 $ �.�4 �1 �,25 �10,13 $ 7.3� � �,75 $1�.�5 $�1.0� �� �_�3 �'I�,OQ �� � ,52 � J.84 $ �,3� ����o SC�� � PREk.IMI�JARY - FOF� IN�"�RIN� REI�IEVY �N�.Y - h1�1' F�R �ON�TI�UCTI�N �}R BI�Dk�I� ���� � ; ������� ���������� �LA��IFICATION Nli�ffng I�a�hlr�� �p�r�kor Mixer f�ato� �rad�r �p�ratnr {�rn� �r�de} ��tor �rader �perator E'avemenE Marking Nlachin� Rolle�, �teel �li�eel Plan#��ix Pavemer�l� �afler, �t��!'Wh��l o€h�r Fl�ivwC���C or Ta�rr�ing RoCler, Pne�matl�, �elf-PrapelJ�d ��raper Tr�v�lir�g Ntix�r Reinf�r�i�g �feel �a�te� {Pavi��) T�uc1c C}riv�r-�in�t� Axke {Li���) Truck Driv�r-T�mdem Ax�e �em[-Trail�r Te�ck �]rive�-��v�+��y�Flo�t �`ruck I�rlver-7ransit �41ix 7ruck �r�ver-W �r�c� l�AT� � 8.0� $1 � .0� $�2,31 $1�,75 $1'�.0� $ �,BS $�2_�2 $ �.0� $10.0� $ �.T� $ g.p{} $10,2� $1 �.5� $��,�3 $ J.�O D��7 �A��EV��N1'� ANp ��F2l41�T�u; T�e perf�rm��c�e o� th�s car�t��ct require� ��rt���a ttxm��orary c�r��tru�t��r�, ri�t�#Yof�enlry agr�am�r�t�, an���r perrni#� to pari�rm work �n prEvato prop�rlY- Th� �ity h�� at#err�pt�d t� ��#ain #Y�� tem�orary �or�siru��ion andlor rig�t-��-a�#�y agreem�nts for prop�ttl�s w��re �onstruct'r�n activG#� �s e�ec��sary on �it� awned �acil�t�es, s�,�h as s$uv�r iln�s or rn�nh�E�s_ �vr iac�tf�ns tin+�ere the Gity was un�ble to abtair� th� �as�ment or �Ight��f-entry, it s1��ll b� �he ��r�tra�lar'� r�spor�sibll�l� �o obtaR� the a�reeme�€ priar Eo t�e��n�ir�g work on s�bj��t pr�perty, Tf�i� shakl b� ��ba���ary #c� t�� �ontract_ Th� agr��me�#s wh�cl� th� �ity h�� �bt��r��d �re �v�il�ble #� th� �ontr�ckoc� faf re�iav�r b}� �anka�ting tk�� pfar�s d�sk at !h� #]epart�nent �f �ngir�v�eir�g, �i�� of Fae# Wor#�, Al�o, it �h�ll �e the r�spansibility af ��e �ontra�#�r k� obt�in wrltt�� perr�a�sF�r� �eofn p���er#y owner� to p�rfor� s��� �n+ork �s clea�nouk ��p��r ar�d s�wer s�rvico re�la�e�n�nt or� prlvate pro�c�rty, �or���ract�� shaN ���ere #� �II fe+�ulr�men�s �� P�r�gra�h ��m6.1� of �he ��r�eral �ar�tra�t I�o��me��ts. The ��r�tr�c:t�r'� alt�nti�� i� d'rrvct�d to t�e �gr��m��rt ke�ms �long w'tfl� �r�� sp��l�t C�r�ii�tl�n� #h�t rr1�� h�ve b�en im�osed an #h�s� agre�m�nts, hy ili� �roperty ou�ncrs_ 7�� e�s�ments a�n�l�r prlva�ta p�c��e�i� s�all b� cleae�ed up alEer use and r�st�r�d ta its �ngi��1 canditi�r� nr �e�t�r, In ��r�nk arldili�n�l r�t+ofk r�om Is r��uir��f by� ih� ��nkr�ctor, il sh�fl be the �ontr�ctvr's r�sp�n�ihility #v obt�in wrwt��� perrn�ssi�n f�oer� the pr�p�rt}r owRers invo�ved �or th� �s� a� ��dltianal pEop�rty requ�E�r�. Nn addlti�nal payfrrent will be �It�u+e� for tli�s w��er�, Tt�e �Jly �a� o�t�ln�� t�re r�ec�s�ary docu�e�katlo� for r�liroad ar�c�Ic�r h�gYtw�� p�rrr�i�s r�q�rired for c�nskruction ofi th�s �roaec#. The �ontractar �I�aNa b� r�spor��ibl� for comp�}�ir�g w9th a�l �rovksi�r�� o� su�h p�rrr�ils, ir�clud�ng �t�kair�ing 117� requisita se�sura�c�, and s�all �ray anp �nd ali �;��ts ass��€a��d wlt� o� rc�q��r�d by tl�� petmi�(��, }t fs tY�� �or�tractor'� ��sp�n��t��lity ta provf�� #��+ re��lred �la�mon andfor pro�+ide p��+r�ont #o lk�� apprapr€ate ra�le��d��g�n�y f�r 2�11 fl��m�rt cluri�►t� ��r�str�rckG�n irr railroadfag���y right-af-way. An� and all cos�s associated wf�i� c�mpi��nc� with �armit�{s� In�i��ir�g p��+rn$nt �or fEagm�r� s��l] �e su#�sidiary k� f�e �r��e�t �rice. EVo ac�cli���n�k ��ym�nt wi�l b� �11�w�d for this it�m. �-18 �O�RDINATI�I� WITH FORT WORTH WA►TE� aE��l�Ti�11ENT; During th� ��n�tru�tian oi �his pr�j�ct, �1 w�ll br� ne�e�sary t� de�cli�+ate, f�r a pef�od afi tl��, �x�s#ir�g I�r���. 7he oa����ur SC-12 �R��II�fNARIf � F�I� �fV�'��tIiV1 1��1fIE1�V UI�LY ��+IOT �OR ��1N�TF�U�TE�N OR BIDRI�1� �I��� � - ������� �iQ�i�������' � ��ntra�k�r sliall be re�ulred to ����di�a�� wfth �h� 1Nat�r �epartm�nt to dete�mEne kF�� best �imes for d�a�t�vating and ��tirrat�ng �h�se 1ir�e�, �-1� QA�UTA�E �`� P��11�4"�E PR�PE�IY: 1'h� �on#��ctor �hall irr�r-n�dfa#ely repair or repl�G� �n� dam�g� t� �rf�at� pro�erky. fnc�u�ir�g but not 1im�k�d �o fen�es, waNs, p�ve�en# ar�d waler and s�wer servi�s, al �o co�t to th� Own�r, �`his shaN be subsidiary to ih� conirac� and nal � se�a��ke ��� it��n. �-�0 �F#�P U�2.A1NI�1��� �I��p d��v�ing� sl�a�l be sul�mitied b� the �oniractor ta t�e �ons�ru.�#�on �ngin�vr, #or a�l �qu�pment and �ater�al� fo� �t�is pro}�cl, �or�tractor s�ralG ��bmfE sevan (7� copie� af sh�p draw9r���, 1aya�ts, manufacl�rer's dat� �r�d mat�ria� scheduaes �s rnay be r�qufred b� t�t� ���jneer for hfs review, �uch revl�w by ��a �n�in�er s�all in���de checking f�r g�n�r�l �onf�rmae�c� with the �es�gn co�cept of �h� proj�ct and general �omplfar��e �rEt� infarma#ion giv�n In the ��n�f�l �ontra�t �]o�ur��n��. Ir�dica#e� a�t��n by thv En�lneer, whrch m�}� �e��lt ir�m fni� r�view. sha11 not consfi�u�� con��rrenc� with a�� r�evi�tion irom t�e pla�r� ar�d spec;fic��ions ur�iess s�ck� d�vi��i�r�s �re spa��fi�aily id��+t€fl�d by the m�th�d ��s�ribe� ���aw, and f�rkF��� shall no� �ellevo ihe �or�tra�tor of fi�s�on�it�flrk�r fi�r errors �r am�ssi�ns i� the subrniiked data. Pra��ssed shop drav�i�� s�bmi�t�l a� n�t cY��r�a�e �rd+�rs. Th� �urpo�e �f ��bm�#t��s, b� #he �ar���r�ctor, �s ka da�n�nstr�te that tha �an#rack�r u��ders�and� the de�ign �onc�p�, and tt��t he ��mar�strates k�is �n�ef�tar�ding b�r Indicating wh�ch ec�uiprr�e�rt ae�cl materlal� h� Enten�s to Turni�h and Inst�al, an� b� �leta3li�� �ho Fabrication �r�� insta�lai�an metl�ods �� int�n�s to u�e. If dav�at�ons, discf�p�nc�es or c�r�fllci� �et3r+e�n submt#t��s and the �i�s�gr� dr�w��tgs a�dJ�r spocifl�ati�ns are discavered, e�lh�r �rior �o or after subrnittals af� pror.�s�e�, ti�e ��sigr� dr�w�r�gs �nd sp�cificatior�s ��+a11 gaverr�. Tf�e �o�tractor �h�ll be ��sp�r�sible #or �!I d�mer�sions whac� �r� �o b� c�n��rmet� 2�nd �orrei�t�d at ��e job site, f�bricatk�n �r�cesses a�d te�he�ic}ues q� c�nstru�lion, ��ardGna#�or� of �ks urork witl� that of other #rad�s an� s�tisfacta�y p�rf�rmar�ce �f h�s wark. `�h�� �ant�actor shall ch�c�C and ve�ify a�1 rr�ea��rerne�#s a�� f�view ��brn�tta�s prlor �� st�bmtttal, and sign or rr��kial a stat�ment inclu�Ce� wi�h ihe subrr�wl#al, wh�c� �Egr��fGes r�mplt�r�ce wi�h the p1�ns and �pec�fi�ations and �im��s��r�� s�i�abfe For tF�a appl�cation_ Any dovi�ti�r� f�om the spe����ed crkxeria �h�11 be �xpres�ly stated in �,vritEng irr tfi�e �ub�ilt�l, �h�p �tawir�gs s#�a�lk b� suk�mi#��d for tl�e ��1E�w�ng i�ems prior #o ins�all�tinn: �l. l�li �Epe �. Re�r�fa���d st��l fa�ricalion f�r stru�tur�s �. �as� ir�T� s�ruc#utel a{�purt�nar�c�� ��op drawir�gs musl be ap�rove� �n wrili�g b}� tE�� Engine�r �ri�r #o t�e stark of wark. p•��I �R��SING �F E}CiS�`IN� IJTI[�ITIES: Whee� a pr�pasc�d water lie�� �fosses ov�r � sanikary se�w�fi or s�nstafy sew�r s�rrice IGn� �n�{ar pr�p���d s��n+or line �fosses o►�er a waler 19ne and tha �lear �+er#ical d��tan�� is I�ss t��n 9�eel barrel #o ���r�1, the sanita�y s�wer or sarr�t��+ ��w�r s��vi�e line sh��l be made v�+ater tigh# �r �e cor��tr�cted of ductile ifor� p3pe. Th� re���red I��+�lh vf ���I���mer�t sk�a�l be deter����ci �y the �nc�Mne�r, Tk�e rr�akerlal for s�ni#ary �ewer mains and sar�rt�ry ��wer �ate�als s�all be �lass 51 D��tGle lron Pkpe wi#Y� p�k�+�l#��le�e wra�p�n�, T�e ma�terka� #or s�nitary s�w�r ��rvice Ki�es �hafl �e �xtr�. str�ngth �as� iro� soii pip� �rith pol����yl�ne w���ping. Adapt�f �i4t�ngs s�+�l� ba � a�fethan� or ne��renc� coupl�r�g A���vl ���� �ikE7 s�r�es 3�0 stai�less ste�! compr�sslvn �tr�ps. Ba�k�ltl, fkttin�s, #i�-�ns and ail other �s�ocia#�d �p�urter�ar�ces r��uired ar� c��e��d su�sidiary v�ork, t�� cost of whic� sh�i� be included in the pri�� b�d in th� pr�p�s�l �or eac� bid it�m. �ar� �r�� ��-'� 3 pI��L�MINAR� - F�R �NT�R1M ��VI�W �hii.Y - NOT F�l� �C�N�T�iLl��'��N �F� BIDDINC �1-'4R 1 � - ►31`G�i��� �r�1VV��1�lY� I�-�2 E?{I�l'�NC �1Tll.IT�E� AHC1 IA+IPRDV�MEN1'�; The piar�s s�ow th� locativns of air k�own �ur�a�� and subs+�rfac� str��t�res. Howe+r��, #�e ���+n�r a�surraas n� r��por�s�l�klil� fa� f�ilure to ��r�w a��� or ��! af th�se str��lur�s �n tt�e Plan�, or to shaw ihem ir� their c�xact locali���. It is mulu�lly �gre�d kh�� s��k� f�Fl�re shall not be co�s�dor�d suF�k�t�n� t��sis for clai�n� €or a�ldili�n�i c�mpensati�n for exira v�rork �r for incr�as�ng ��e pay quantities in any man�er w#�a#so�v�r. The ��ntr��kor sh�ll be �espor�sG�K� f�r v�rify�ng the I��atiorrs af ar�d pr�t�cting all ��lsking uti�ities, se�vEce lines. or �t�-rer �rope�y �xpased by �Is co�stru�t��n op�Eal�or�s. �arrtr��t�r �h�il mak� �Il �e��ssary provas��r�� For ihe su�por�, pr�t�c�i�r�, relo�ation, �nd{or temporary fi�l�ca�i�n of aGl �tility pales, gas i9r�e�, tal��hc�ne ��b1es, u�iliiy s�rvi�es, water �ain�, sae�ita�ry sew�r lae��s, ��e�tri�ai �ables, cir�ir�a�a p��es, and al1 o�he� �killlies and s�r�ck�res #�ol� ab�ve a�� b�l��v grou�d d�,rin� �onstructi�n. 7he �o�ira�t�r is Il�bk� f�� aMl damages d�ne to su�� exis#Ir�g fac�litl�s as a fesult �f hls operalio�s and ar��r ar�� all �ost ir�curred #�� �he pr�#o�f�on and�or kar�p�o��ry r�lac�#��n �� s��h facll�kie� �r� d��r��d s�bsidi�fy wark and l#�e cast af serx�e a�� �hall be �nclud�ci in t�+e c�sl bid pef lin�ae foot �� pG�� �rtsta�led. �!� ADI�ITIO�A� �OMP��V�A����V �VILL �E ����W�D. 1Nh��e �xisti�g utiE�ki�s or ���+l�e kfnes a�e c�t. �rv}ten ar �amag�d t�r� �ontractor �ha1f re�laco �r �ep�lr ifi�� u�rl�ki�s or s�rvt�� llr��� with khe sama typ� a� c�rigi�al ma#�r��1 a�d canslr�ction. vr �e�tar, u��ess at�erwGse si��wn �r note� �n t�a plans, at h�s �wn �v�t an� �xpense. Th� �c�nt�a�#ot sh�ll i�rn��iat�l� €�o��ry th� Owner �f the �ar�aged utiliky a� servf�e �ine. He shal� co���rate wft� tfti� Owners af all utili#ies to lo�ate ex3stir�g urtdergrou�rd �acititres antl n�t�fy th� ���in��r of any canfilcks w� gra�i�s a�d ali�r�menl. Any and all p�rman�nt str�,ctures su�h as �a�king ��t su�fa��, f�nc:ing, �n�i like s�ruc��res on �itk�ar public o� �rivale pr��e�l� �ha�G be r��la�ecE �t na r,o�t to t�� �iky� b�r mate�ial o� equal value and �uakity as k��at c#ama�s�. I� c�s� i� is ne�essary to change or rrtov� th� prop�rty nf a�y awr�er o� a�u�l�� �tilil�, s�ch pro�a�rty shall r��t b� rn�v�d or in�erf���� wi�h unt�l �r�e��d t� do s� �}� ki�� �n�inear. 7'w�e ri�k�t is raserve� ta #he �wr�er �f p�,blic uii�ilies t� enteE upan the 1lmGts ot t1�e �r�j�ct �or k�e �urpo�e of mak�ng s�a�l� �hanc��s o� r�pai�� �f th�9r �ro�e�ky that �na� h� rnad� �e��ss�ry by per��rm�n�e �f thls ��r�tract, The ukilF�y E���s ar�d conduits sM�wr� a� t�te �lar�s �re fr�r i�f�rrnalion only ar�ct are not gua�ante�d b� t�� ��!}+ o{ �he �n�ir7��r t� bc acc�,��t� �s tc� ex#er�k. lacation, ��d de�th; lhey ara show� on th� �ians �s t�� be�t k��ar�nation �vailable �t the timo �f d�slgrr, fr�m th� �w�e�� �� �he utilEi��s ir�vafv�d and f�arn ��+1�#e�c�s found on tl�e graund, D��3 �ON�T�t#J�7`I�hl TRAF�IC 01��R PIP���h#�S: �t �� �pparer�� t��t �erk�f� cc��s�ruct���ti u�hlcles �ouEd exce�d the load ���rie�g �apa�it� oF l�� pi�� und�r s�alf�w bur-y �c�r�di�lons. l� wi�l b� li�� respons�bilit� �f t�e �ontractor t� pro�ecf h��� t�o n�w Ilne antl tk�e �xisii�g lines from lh��� pa�skbl}� ��cc���+ve l��ds. �Y�� ��ntca�tor s�all nal, �t �r�� tlrr�e, cr�ss #he �xistir�� ar new plp� ��it� a tr�ck ��livetln� nev,� pip� ��p �h� ��te. Anv damaq� to khe e�ck�t�ng �e n�w pipe will be ��p�ire�l �f r��rlaced b� #k�e �ont�a�to�, �t tl�� �or�tr��tor'� ex}��ns�, tc� 1hc3 �atis��ct�ora of Che �it�r. �n I�ca�io�s �+h��� lt is r�ot perrrkissib�e to cross the ex�sting or proposed �i��s withauk a�dit�onal �rot�ctivr� th� �anlracE�� may ele�k �� prc�vEde �d�iklonal pro2e�kion of th� �i��s s� #��a# rr�are fr���a�r�t ��ossirrgs �f t�e �ip�s �r� atlawed, It sti11 �s, haxuever, #he rasp�ns�bility ❑F fh� �crr�trac#or t� re��ir 2�r�� darnag� to ths �xisting a� �r�pos�d line�, if the ��m�g� fesu�ts from any �k�ase ofi hF� cor�struction ��er�tiar�, �a��m� SC-�4 pF���,�NE11�,4�4�Y � ��I� Ih,47`Ef�l� RE1lI��V ONLY - ht�T �DI� ��N��`I�IJ�TI�EV �R �IDDl�1C� . -- - - ��1�� � " ������1�. �r�����i��� � D�2� T1�,4FFI� ��h�TFt��: ��� �onlr��tor �hal1 b� res�ar�s�b�� for grovidin� traffG� �or�tr�� �urir�g 1�+� cons�ru�tion o� lhis �raje�t �ar�sr�tee�t �rl�� #l�e pro�+s�o�� s�t f�rth in #�� "1�8� T'exas i�.+lan�al on Ur��F�rm Traific �ontrol D��+�ces for �#r��ts an� �9��rw�ys" �ssu�d �ncier the a�khority af t�� "Stat� o� T�xas Unifor�r� Act F����lat�ng T�affic �r� Hi�riwa�s," co�iiied a� Ar��c1� fi7A1d �lerr�on'� ��vi1 �ta#���s, ��rt�ner�t se�#lo�s b��n� 9ecti�n fVos. ��F ��, �� and �'!. Ir� ad�itEon, �he �on�esclor sh�lM com�1� wath �kt�+ �f ��ri Worth, �exas, F�bruary � 97'9, T��ifw� �ontrol Har�dbo�k for �ansir�ctE�n a�+d �ainter�ar�ce Work Ar�as, Tne ���r#ract�r �,�+�11 not r�+�rta�c� any reg��a#ory s{g�, �nstructlor�a! sign, stre�t r�ame ��gn a� atri�f si��r whick� t�as b��n er��t�tl by� �he �i��, �f it Is det�rmir��r� t�at a sign rnust be r��ave� 10 ��rr�nrt requir�� cor�st�uct�or�. th� ��ntract�r sf�al� c�r�tacl Eh� ir�ns��ftalior�l�'ublic Work� D�partmer��, �Egns and A+1ark�n�s DivisGo�, Ll�hone iVumb�r 871�81�0} #o �ernove ti1� ��gn. I� ki�� �ase of re�ulatory si�r�s, t�e �ontracx�r mu�t r��lace the p�rre�a�er�# �ign w�th � iemporary� �i�� r�eetlr�g Eho requir�men#s �f #Mti� abc�ve-r�ferer���� m�nual �nd such �e�n��r�ry s��� m��i be inskal�ed pr�ar to the r�rn�val a�f l�� ��rrx�ar��nt s��r�. If the ��mpo�a�y sign is ��t ins#al��d corr�ctl� or 9� lt does no# rn�et the ro��ired spe�lfic��ions, the p�rma�t�nl s�gn sh�ll be I�fl 3r� ��a�e u��til the #eenp�rary sigr� ��q�it�eme�ts ar� rn��, Wher� can�tr��tian work Is carr��lc�t�d Eo the exte�l �hat li�e p��rnanent �ign can b� rekns#a��ed, the �o�tractar s�all �gawn oo�taci �he 9igns and �+lariclr�gs Dir�i�lon tc� r�ie�stall ihe parmaner�t �ign ��d sk�a�l I��ve h�s #emp�f�ry sigr� in p�a�e untii s�c� rein�ta�la#+on is �ompa�ted. 1, The ��ntractor s�a1E �'urnis�+ barrl�ades, flares, etc., f��` the �rokecti�n of �fi�e ��bGi� and t�e v�ork. �. 'Fhe �o�tract�r shalk f�rnisY� a kra�f�� conlroG pl�n #� the �it�r at ##�e �r�-�on�t�ucti�r� me�tG��. ihe c�st For lrafft� c��kro! sY�al1 b� subsidGary �o tha unit pr�ces for lhls proje�t. D-�� PA�fM�NT: Payme�r� �or al� w�rk �n� rrrat���a1 ir�����ed En �a�vagir�g, at�ar�do�wnc�, and�or r��no�+ing o# ex�s�ing #ac�liiies ���1� be ir�cluded ir� lYre lf�ear foot bid �ric� �� th� pip� ��c�e�k as �ollows: 1. S�p�ra#o p��rn��i +d,rill be rn�de for rem�v�M �f ��I fife hydrant�, gat� val�es '�8-a��Y� �nd la�g�r, �nd sanit�ry s�:wer manhole� reg�cdl�ss of �ocatiorr, ��, Pa��m�nt v�+ill b� m�de �or sal�rag�ng, abandnr�ing, �nd�ar removi�g �f aGl o#i��� �ex�sting f�cilitie� w�en ���� facilik�+ is r��t being ��pEa�ed in t�e s�me tfen�h, i_e., whvn �emo�+al r���ir�s a �epa�a#� tren�l�kng o�eratlon, ��26 �S�11T Dh27 f��TOUR�� Th� �ont�act�r sh��l pras��t+te his worEc in such a manne� as to create � r�t�nimt�m o� ir�#err�ptkon #o �raf#'« and p�d�slt�i�n �ac������s and t� the flow of vek�i�ular �nCi }��d��lri�� tr�f€i� w�thin th� p�ojact 2�rc��. D�28 �ARRICAD�� A,�iD W�Fth4SN� �IGN�; B�rri�ades, warning �nd delour slgr�s sha11 can�or� ta tfi�� ���I��Sfii SjJ�CkfIC�t1Qf1S "Barri�rs ae�d I�arning ar�d��r D�t��r �igns,.� ltem 5��, �nd��r �s sh�wn o� t}�e p�a��. �a�struc��on s���ing and barri��d�s sfn�ll r.�r�form �ix� "19�� Y�xa� Manual an l.�n+forrn Tra�Flc �o�trol D�vices, �1v1. i�a, 'k" �c lat�st �d�tk€�r� t��re a�. D-�� EX�4l��ILN�#'1'IOhi �F S�TE; It s�rali �� tri� ��spansi�EH�y of thc pf�spe�tiv� �idd�r t� visit th� �roj��t skt� and make su�� �x�rnin�tkar�s ar�d expl�eatlons as may b� n�cessary to det�rrri�n� �li c�r�d�kl�ns which may a�fa�t c�nstrucli�n af khis proj�cl, Paetic�lar attontian shoul� be gGv�r� t� ��aa S�� 9 � o�r� I�R�L�Mlh1ARY •�OF� 4Ti�E#�lN! REVI�IN O�ILY � h30T �OF� C�hS�TRU�'Tl�h� OR �lpDi�i� ���� ❑ - ����r��1� ���������� � metl�s�ds of pra�idir�� Gn�fsss �nd egr�ss tc� ad]a��nt priv�te �nd p�blic �roper�jes, �racedur�s for }�r�t��tir�g exis#in� �rnprovsm�nts ��d d9sposi�lon �f a�1i maE�r�al� t� be r�m�ved. I'ropt�r cor�sid�G�a.tian �h��ld �� �iver� to l��s� det�lls d�rir�g lhe preparation oi the Propas�a and a�l urtu�ual cond�t��n� whi�h rr�ay ��v� ris� l� 12�t�r ���#Gngenci�s �k�o�ld be hrou�hk #o the ��#entlo�► �f the �wner pri�r ta the sub�is�ior� of #�ra Proposai. D-34 �ON�[VC �ONIPL�A���: �kl�l�g ih� c�Clstfk�Ction Of t�rs pro���t, the �ontr�ct�r ��a�i c�rnply witk� pres�nt ���i�g r�q�irer�e�ts oF #�e �Cl#y oi ���t �V�rt� Ir� tho us� o� va��ar�t p�o�,e�t� f�� �#or�ge pur�os�s. p�1 WA7EFt F01� ��N�'�RU�T��h1: W�t�r for canstre�clion wilG b� fur�ishe� ��r khe �ar��ract�r at hCs own ��cpens�. D-�� V+�A�T� �UTATEE�f�4�.: l�411 w�st� m�f��i�� s#��II bec�me the� pr��erky �f lh� C���ra�t�r �r�� sh�ll be dispose� of L�y ih� �c�r�lractar at G�caki�r�� a�prr�ved b�+ t�e �ngir���r, AI! �n�#�ria1 shall be dls�oso� �� i�r su�� � rr�ann�r a� to p�seni � n�al �p�ear�nc� �nd #� not abs��u�t pr�per drair�ag� or #� cause ln���y ta stroet impr�v�m�r��s or to abuttarrg properky. D-3� ��ED�+1�P �O�t FLI�A�L A�C��TA4��E; �Ir�al cC��r��p wark �hal1 b� dor�e for th�s pra�ect as s�on as ail c�nstruction ha� b��n c�mpleted. PJ� rnore tl��n seven d��rs �h�ll ela�p�e affer ao�plelian �F �on�tru�#io� �e�or� #�� ra��v�r�y, r����-of-way, of ea�a�n�r�t is cle�r�ed up t� �he sat��fac���r� �f tha �n�inc�r. Th� ��nkr�ckor sha�l malce a� fina! cleanup �f all �arts of t�c� wor� b�fore acce�#�n�� l�y #�� �ily of F��1 V�for[h ar �#s re�resent�tive, Th�� �1a�nu� shaH i�rclucl� r�mc�vai o� aMl abjection��le rar.ks, ple��s o� asphalt �r �on�r�ke and other con�t�.,�kion r�ateria�s, �r�d fn �ene�a� pr�pari�g tha �ike �f the �r�r�t in an ord�rly mar�ner �r��i appe��anc�. Fir�a1 a��e�iar��e af khe compl��ed �ra��ct warl� s�a1i be g�ve� by th� ����+ �f F�rk 1N��kh �3ep��km��}l of E►��kn��rwng. �-�4 I�F�QPE�27Y A�����- A�cess En a�ijac�ni pro��rty sha�l be mafntaine�i at a11 lirrEes ur�less �t�e�wise dkre���d k�� #he �r�g�n�er. R-35 �ON�TFtU�i10�1 S�HE4]U�� Af�D ��Q4��N�INC �� W�R4t; Priar la e�ce�uirng ti�e �an�r�cr, il �ha11 be �k�e re�pons�bil�t� of the �a�t���ko� to �u��ish a sch�du��� vutkinar�g th� ar�ilci�a#ed t�m� f�r �acY� pf�as� of c�r�stfu�#i�n w�th �#arling an� �om�ketion daie�, ir��l�,cl�ng �uFficien# tifin� bein� �ilow�[i for ��22�nup, D-36 �A�E'E'Y Ft���`F�I�TI�N� � W�4��C T�EA�k F�llGH 11��TJ�1�� �,�NES: The faHowit�g �rvc��ura� wkll bs €olf�wed r��ardinc� the subj�ct ltem on this conlr�ct: 1. A w�rn��rg slgn r�ot loss t�ar� five ir��hes by s�v�n �nches, ��ir�#ed y�l�ow with blacic letters lh�k �re I�c�ible �� twelue fa�t sh�ll b� p�aced �ns�de ��d o�rt�ide veh+��es suc1� a� crar�e�, d�rrri�4�s, ppwe�- sh��rel�. dril�ing rigs, �ile €f�iv�rs, hoi�ti�g eq�i�m�nt ar sf�nilar ap��ra#�s. TY�� warr�ing sigr� s�t�1M �c�ed �� f�lfow�; "UVA�t�IIfV� � U�VLl�1N��L i'� �P��A�'� THI� �C��JIP��i�T WITHGN �iX �EET O� H���4 VOL�`��� Ll�iE�_„ 2_ �qu�prrt�n� �ria� rr+�y be opc�r�ted wlthln ten fee# of hig4� voltage Cir��s s��1� have lns�la�ting c��e-��p� af g��r� about khe �o�m o� ar�, exc��i back hoe� c�� di�p�rs, and i�sulalar 11n1�s on t1�e I�ft �ook co[��ra�t�ons. �. W�en necess�ry ko �trorCt within �iK fe�t o� �Egk� v[rEi,��e ele�trwc lin[�S, natificatian �hafl �e g�v�n the �a�v�� �om�any ��`?CU� who w�lC erec� #ornp�rary m�ch�rliC�� k?�rrier5, d�- �en�rx�ize �he Gines. �r faise �r �ower �i�� IMr��s. 7Yte w�rk t]or�e b� th� power ��mpan]+ �h�ll �rr���o ��-16 — — PF�E���NkNAF�Y - FD� 1NTE,R�M F2E1liEW ��1l�Y -�J�"�' FQFt �C��1�TF21l�TI�lV OFt �lDDIlJC �F'14�� � - �7��Lii�L„ ��1�:�� R IL�iV� � n�t �e �t the ex�er�se �i ll�� �ily af ��r! 1�l�rth. ih� n�tkfyir�g departmer�t sh�a11 rr�taint�ir� an �c�urt�te fog af a!E �uch ca�l� �� iXU, ar�d s#�a11 r�cvrd a�ti�n taken �� �ach c�se. 4. The �or�t���tae is r��uir�� ta m�k� arr�ngernents �rllh t�� ��U r�arr�pan�r for the t�mp�rary relocakkc�n ar raisi�� o� hi�h v�1ta�� Iln�s a# the �ontraet�r'� soCe c�st ar�d �xp�nse. 5, f�o �e���n shal� w�r�c wit#�in ��x fe�t �� � f�Egh valta�e Ilne with��# pro�ec#io� having been ta��r� �s out�ined in P�ra�r�pt� (��. D-�'� Oh�IT D��8 �AIVITA�tY FJ�CiLMTIE� �Ol� V��R�C�F��: ��e�ii�c akteni�on f� dir�cted ta ���t�on �6-�,4 �f Pa�k � � ���er�� �or�ditk�ns c�f �i�e �ontr�ct, D-39 �.�C�►L FtEU�1TlDNS AIVD F2��A�T��t��LITi�� l"� T�i� PUE3LI�; Th� �onlr�ctor's ���t�cular aiten�i�n i� d�r��t�� to tha requl�emer�ts oi �ecti�n �-G-fi, "�egai �el�lior�s and I��s�nr�sabilitEes t� #he Publ�c" of I���E �-- �en�ral �ond'+ti�n� of #lie �onl�acE. �-�o ����r Ta ��a��: A, �onlra�ct�r �grees xhat k1�e �i�� sl��11, ur�til tl�e vxpi�atl�n af �hr�� (�) years �fle� fir�a� �aymer�t under this conlraAf I��va ac��ss ta �nd �he r�ght tv �x2�mine a�cl pho�oc��� an�r �i�ectl�r p�r#�nen� bo�k.s. �act�r��nts, papefs ar�d t��or�� of t1�e �s��t�ac#�r i�v�EvEn� t�ansa�ti�r�s rel�ting to �hMs co�r#tact. �ontr��tof �gr�es lha# lhe �iiy �hall h�ve access d�ring nvrm�� worl�w�g houfs to �II n�c�s�ary ��ntrac#�� f�cklilies ar�d s�ajl be �r��rlded adequate an� appr�pria#e w�r�c s�ac� �n �rder to c�n�uct a��it� ir� ��mplkance with the }�rovi�ic�ns af tY��s se�tla�. �`he �it� ��all giv� �ont���tor ��asor�abie a�v��ce n�tEce �f ar�t�nded audGls, B. �ontracl�r fur�l�of agre�s �o includ� ir� aGl its subcontr�ct� he�ur�der ��r�visian t� the e���t thak lF�v subco�tractor agr��s t#�a� #�e ��iy sfnatl, un��f �he �xpiratior� a� t1�r�� (�) �rear� aiter #ir�al payrner�t under kh� s�bc�nt�act, fna►�e access to �nd the right t+� exarnin� ��� pho�ocap� ar�� di�act�y p�rtir�ent books, t�ocu�r��n�s. p���rs and recar�� of su�� subca�#rac#or, irrvol��ng lr�r�sactlons to tl�� s��cantra�l, artd �u�tY�e�. #I�al �ity �haN h�ve ac��s� dufing r�orrna� warking haurs �o a1k subcontr�ctor #aci�i��es, and sha1C b� provide� ��equa#e �n� appr��nake v�roric ����e, in order i� c�r�d�ct �u�i�s irr c�m�iiar�ce with tho �rovi�ions a� t�ris art��le �o�e#h�r �with st�b���kion ��} h���of, �It� �hall gkve subc��lra�t�� feasonable �d�ran�e n�i�ce c�f En��nded audits_ �. �ontra�t�rt and ��+bconlr��kor agree t� ph�#o�o��r su�h docut�-�ents as rn��+ be �eque�ted by the �ity. 1'�e �ity a�fee� �� rairn�urse �onkra�t�r a�d subco�tra�t�r fo� tk�� costs �f cn�ie� �� th� ra�e published f� fk�� T�xas �dmirtistra#h+e ��de, D-�1 11�c�EA�� o� ������a�� Ir� �uArITiT�E�: Tn� �uantitia� shown in �he �rop�sa� are appraxirr��t�. It i� #t�� �ont�a�tor's sale r�sponsibkl�ky to vorGf� �II p�� wtem q�ae�#ili�s �rfor to submitlw�g � bid, INhen #�re q��nttty o� the work #o b� �one �r mak�ria�s t� be fumish�d ur�der �r�� pa�+ ft��n o� th� co�r�ra�t Fs �ar� lh�n ���°!a �f khe q�ant�ly st�ted fn 1[�� �on�racl. w�at��a� state� I�y �wn�r �r �� ��n#rac�or, ��er� �ith�r parly �o t�� ��r�tracl, �pon de�a�d, shall b� er��lll�d to r��ga#l�t� fiar ravi�ed co��ic�e�a�iorr or� tl�e �orlion of work above '����la of tY�e qu�r��aly in #he �ntra�t_ oarz�r� ��-�7 PRELI�hINARI� � �OFt IIV'T�RI�A REI�IEW �iJLY - NOT �r�R �OtJ��'F2U��IOSV OR �1bQIN� r�F1 1 � " ti]f �Lri�� ��I V������� When E[�e �u�n#ity of th� wark xo �� d�ne �r rnaterla�� t� be fur�ished ��der a�y pa� itern c�f th� �onira�f as less t�an 75°!� �f the q�a�tity s�at�d 3r� tF�e c�r�t�a�, trrh�th�r �t2�#e� by D+nar��r �r b� ��r�ttaclot, ��en eiih�� pa�Ey t� t�e co�lract, �p�r� d�mand, �hall b� entitled t� n�g��lat� for revls�d c�r��ide�al��n an the p�rtl�r� �� wark t��low 7'�°l� �� lhe ��an�i#� sta��d Gr� the cor�tra�k. 7hls paragraph �h�ll r��� �pply kn th� �v�nt Owner c�el�t�� a�a�r i���r �n i#s entir�t�+ from th�s contra�l. fn #�e even� �+���� ar�� ��ntra�tar aF� �nab�� to ��r�e or� � ne��t€�k�� �ri��, �vur��r an� �ont�actor �grae l�at t�v �or�sid�ratf�n wi�k �� the ��tual field c�st of �he �v�rk pi�s 1�°l� �� d�scfibed her�in �o1aw, agr�ed upnn in writing by t�e ��ntract�r �r�d Dlr��tor of l7ep�rtmen� of E�g]r�e�ring ar�d ��nttacto� a�d Dirr�c�or �i De��r#m�r�t �f Engln�erin� anci �p�ro�ed �y th� �i�� �ounc�l afker said �r�rk i� co�rrpf�t��, �ubj��t to all oth�� con�ikions of the �antr��t. As us�d herei�, fie�d c�st oi tt�� wor4� wili ir��lud� the c�st af �I! �rorkm�n, f�rema�, tirr�e ke�p��s, m����r�i�� ��d Ea�orers; all m�teria�s, ��pplies, trucEcs, eq�iprr�ent rc�ntaf for such tirr�e 2�s �ctualCy u�sed o� s�cfi� work orrl�� {�I�� aE] p�wer, f�e�, Eubricants, waler �nd sir�iaa� ���r��ir�� ��cp�n�es; and a r�tabl� porlian �f prefniums on p�rform�n�� and p2�yme�! bvt�ds, puhal� Ilab9lEty, 1Na��C�rs �om�aen�ation and aH at��r ir��urarrce r�+�ulr�d by law �r by �rdir�a�ce. T�� Dira�tar•a� ��pa�rkmen� o� �nglr��ering v�ri�l �Ire�# lh� for�n ir� w�i�h th� a�counts of ac#ua� �i�ld cost wNl be �Cept ar�d will re�mmvnd in writin� f�e mefho� af doing the w�rk and ihe �y�� ar�d kGr�d of �q�i�m�nt t� b� �s�d, bul su�1� worEc w�ll �� per��rmed by t�� �o�kractor as �r� ir�tl�pend�r�k ��r�#�act�r �nd nat �s an �genl or em��oyee p� kh� �ity. 7h� 1�°!0 �� !#�e a�tu�E ffeld cost la b� paid ta th� ��r�#r�ct�� sha!! c�voT and com���sate h�m for pmfit, �v�rhead, ge��ral s�p�rvis�on and fi�l� oSi�ic� ex���se, anc� all olh�r �1�ments nf cn�f ar�d expense �rot �rr�brace� v��th�r� tt�e act�,�l ff�ld c�st as riereie� �peci�f�ed. Upan �e��e�t, #he �ontractor shall pro�Jde lhe Dir��tor �f €��p�r#ment o� �n�in��ring acce�s to al! �ccour�ts, biils a��td ►���ch�rs r�lati�� #i����#o. D,4� �UTTINC �F ��T����7E: Wh�n exi��l�g concrete ks c�t, s�ch cu#s shaN be made witl} ��ancr��e s�w. A!I s�wing ��rall b� s�b�id[a�y lo th� u�it rt�sl oF the resp��l�ve item. p,4� P#�Q.IE�T D��I�,EVATiO�V Sk�fi�: Pra��ct signs ar� req�ir�d at all locati�ns. It �h�kl be In ���or�E�[�c� +�r�lh th� �tiached F��ure �0 �d�t�d 9-�8��6). The si�n� m��+ be rrtounisd �n ski�s o� pc�sts. Th� ox��� I��akiqn� and m�#h�ds o� rn��xr�iEn� sE�all b� a�prov�d by ti�� E�gin�er. In ad�i4�an tc� lh� �' x 8' prc��ec� signs, prajecl slg�s sFralG l�� aii�ch��cl t� �arricad�� ��ed w��re manhaEe rek�abijitaki�n or repla�e�ner�# is ta��r�g contS�ct�d, �igr�s s�sp�nc��� f�orn barri�adin� �l��I� b� �l��ed in su�h � wa� #�2�t sfgr�� �� �7ot i��t�arf�r� with rei�eckiv� pain# or col�rir�t� on t�� ba�r���d��. B�r�t�ad� �igns shall b� in accorriance w;U�� �i�uee 3�, �xcopt� t?�al ih�y sha41 be 'I, 0" by �'-0" i� size. Tk�� informatiar� box shal� have th�e #�I��tn+ir�� Ir�f�rmat�or�: For Q�e�Eiar�� on #his Projeck �aH; (8� 7'}871 �8�p� ivl-� 7;�0 �m #o �4;3� p.�n. �r {817)87��830� N�ghis an� W�e�ce�nds Any and all �ost f�r the tequir�d r�r�aterial�, I�b�r, ar�d �qu�prr�ent n�ces�ary for th�e f�rr�isl�in� o� Proje�i ���r�s shal! b� c�r��f��r��l as a s�,�sl�iiary cast oF the �roJe�t an� na addi#I�na� c�rr�pans��ion wli� b� ai��wec€. ��44 �QN�F��Y� �1��11V�1L�C A�h�CI Df�IV�V1��4Y R�P�.I���f�€�C�T; �t I�cations kn the pr�ject wher� r�rtair�s ar� r�qe�ire� t� �� pkac� ur�d�r e�c��ting ,�EdewaE�s andfor dr�vewa�s, such sid�walks and�or drlv�wa�rs s�r�li b� c:orrrplat�ly �eplace� for thr� fukl exEstin� widtF�, belw�en existir�g co�:�trucl��n ar exp�ns��n j�irrts w�ih ���0 psi ��ncret� wltfi� r�lnfarcing �te�l on ���nd aa.���o� r S��'� 8 PRELIMIh�AFtY - FOR lNi�Rltu� REViEW ONLY - NOT �OR �O�STR�.I�iI�N OR BIDDIN� r�F�� � - ���Lr�l"'1� ��iY�4 1 ��1V� c�shla� in ac��r���ce �+itY� �iky of �orE �+orth T���r��a�tior��Pub�ic Works Dep�rtr��nt �fandard �p��ifi�atians f�r �onslruc�ion. Ikern ��4, A�i lac�tians wi�ec� mafns are rec�uired #o be placed un�er e�c�sl�ng cu�� and gulte�, �u�h curb a�� t��t#er s�a�ll b� r��la�erS #c� match type ��+c� g�omet�y o� the ��rr�ov�� cUrb �nd gult�r sl�a�f be inslail�d ir� acc�r�a�ce wlth ��t7r of Fort 1North P�bl�c 1Norks Departm�r�t �#ar�dard ��e�f���at��� f�r �or�siruction, It��n �(}�. Pa�+frtent �or �utking, b�c�C�N1, r��uafe�, sk�akl bo fracluded drivew�}� re��9f. �oncr�te, fr�r�nin� materi�ls and aEl olher assocfaxetl appurE�r��n�es n Eh� square ��rd �rlc� of #h� bi� �tem for �on�re#e sidev��kl� or �-�5 N11���LLA�#�OU� PLA�El�I�N7 OF MAT�F211��: ?�at�r�a! h�s �een all�cat�d �r�d�r varEous �id Ikems �n �he P�o�osal to ��#ablish �nit �ri�es for mi�c.t��lar���us p�acerrti�n! of material. T��S� frl�t�r12�19 ��1�1� 1?� USBd �n1� Wh�l� �I�e�tP.� by th� Er1�111�er, cEepe�ding an field condtti�ns, P�yment for rrris�elEana��s pl�r,�mant �f rnaterkal wi1G be r�ade for an�}r �I��t am�unt of makeria� used. me����e� to lh� nearest on�-ter�#h u�lt. Pa}rme�t f�r mis�ella�eous p�acemar�t af m�t�rRaE Sh��l �� In �CCOi't��r1CC Wlih� �h[� �en�ral �ar�tract Dacumon�s reg�rdless o� tt�e a�fu�1 am�u�� u8�{� ��� #h� �}tA}E��, D,4B 7YPE "�"' Bl�l��'CF��L: �xcavat�d rr�atar€a1 user� for ��+pe `"�" �ackfi�l rnt�st D� rnecM�anicaliy c�r�pa��e� unl�ss ihe �antractor car� f�rr�ish the �r�gine�r wikh sat�sfa�t�r}+ e�r��anc� the I'.1, �f th� exca�+�ted m����l�i �s ioss ihen 8.' ��cF� �viden�e shaii �e a#est repark from �n ind���ndent testing labor�tory ar�d mu�k lnc�ude rep��sant�tive �ampl�s of soiEs ir� �N �nvolved areas, with a ma� �hawir�g tha locatian and de�th of t�e vari�us tes# k��1es. If �xc�vala� makeria� �� obvi�u��y s�rar��lar �n r�ature, c�n��ir�ing lik�le or no p�asti� rna#e�i�l, th� ���inear may wai►�� #h� #��# �����# requ�fer�en#. ��e �y1.2�, Typ� ,��'� �ackflll. ar�d ��.9 � �`�ench BackfiH,�. • 1�ev�s�� 3�����1 �• Rev�sad ��20l8� p,47 �R4J3N�D LI�11��T��1� BA�K�ILL: V�1h�re s��cif�e� on the pEans �� direcEed by the ���i�reer, �rusY�e� �.Eme�lor�� shall �e u�ed �or ir�nc#� bac�c�ll� o� t��Es project. Tt�e mater�ai sY��1E ��nf�rrn to I'u�Eic Works �tan�ard ���cGflcati�ns f�r �t�eel �ncl �tor� Dr�in �on�tr�ctior� Divis��n � Ilem ��8.� -��terkaKs and Division � ltflm 20�.3 -�ulaterial� �o�r�es. Tr�nch k�a�kiilG and cvmpa�trar� s�a11 �neet lt�e requirerner�#s �f E�-� �xca�+�tior� a�d Back�ll, �onstructi�n ��ecific�tEo�s, ��n�ra! ��nirac! 1���um�nts. Pa�rmer�� f�r �rushe� I�r�a�ton� backfilr in place �hall he mado �t the uni# �rfce bi� �n t�� Propasal m�,1�'rpli�rl b�+ ih� ��ar�kiky of mat�riaw use� rn��s��e� in accordanc� with ����,16 Measur��r�e�i �f �ackfill �hat�rriaks, ���s#ruc�ior� �p�c�fications, �enesal �or�t�a�# 1]��ume�ts, €?-�� 2:�7 �O�J��iET�: T�ar�sp�rtation and P�b1ic VVar�cs D�}�aelrrrenl typical �e�t�or�s f�r P�v�ment and Tren�h R�pair f�r �l#il1�y �uts Figures � through � r�f�r to using �:�7 ��ncrete �s ba�� ee�air, �Inc� this ca�l-aut knclu��s th� r+�+ord "�onc��#e", tt�e cansi�tent int�rpretation of t�� Tran�port�liar� �Ntid Pub�ic VUarks De�artrn�nt �s that lhls rakio spe�if�e� iwo (�� sacks �f cer���k p�r �ub�� �ard oi c�n�reta_ oar��ro� SC-� � PF�E�IMMI��4F�Y � F�R IN7ER41� REV��11V �NL1f � NQT ��R CO�ISTRUCTICIIV OI� �I�DIN� ���r � � ������� ���v��r��nt� ���� ���r��� �x���rx�ion�, e��rc���.�.., �r�� ��rw���a��'ion,: fir�n�t, excav�����, �nd #��cEcfill und�r paekir�g lots, driv�wa�+�. gravel surfaced �bat#s, within �asoir�er�ts. 2�r�ri wilhan ex�sSing or f�t�re R.�.3N. �I�aCI b� fn a�cor�f��c� with ��c#i�� ��k-� B��Ecflll and E�-� Exc�v�iion and Back�lll of #he ��n�r�l �or��ra�t ��cs�rr�er��s ar�d �pecfflc�t�or�s ex�e�� �� sp��ified Yte�ein, l�. ���C��M EX��VA71��1: In ec��rdan�a wit� �ection ��-� Excavati�n a�d Bacicfill, if t�e st�ted maxf�x��rrw t��n�h w�dth�s �re c�xc�ed�d, �ath�r #hrotigh �cc��ent or oki��rwi�e, and if the �r�glne�r ctek�rrnir�es i#�al lhe �I�sigr� [o�d€ng o� the pip� wall bo �xc�eded, th�r ��nkractor will bo r�q�ir�d t� ��,}�port th�� pip� �vith �n im�rov�� tren�h �ottorrt, 7#�e �x�er�se s�� �uci� r�me�iai m�as��r�s shall b� �n�iral�r �i�� ��ntr�cto�`� ov�rn, Ail trer�chfng o�erakions s�ralf be c�r�fin�d to ti�� wi�th �f perman��rt rightsYof-wa�� perm�n�nt �a�err�e�yts, ��d an�r t�rn�o��ry cor�s�ruckion ��se�x�en#s. AI[ �x�a�at�on shall b� in s#ri�t compli�n�e with �he Trench �at�ty �yskems Spe�i�l �ondl#ion �F th�s d��ument. B. TR��l�F� �A�I[F'ILL: Trenchss which 1ie outsid� of ex�stfn� �r f��ure pav�m�nt sh�fl b� bacic�lled above the lop af lt�s �rnbe�menl �a#erral wltE� Ty�� ���" l�a�k�il� m�t��l�l. Ex�aua�ed maE��l�l �sed �or Type '��„ �i�c}�fill must be mech��icall� ��mpa�t�d unles� lh� ��nlra��ar can fum�sh khe �nglneor wikF� satisfa�tory �+r�d�n�e #hat the F�.C. af #ha a�c�avaked �-r�t�rlal i� �ess tY�ak� �. ���h �vide�ce shall be � test ropor# fe�rn ar� �r�d�pend��� t���'rng 1sb�rakory and mu�t includs r��r����tative sarnples o� sc�ias tn all �r�vol�red ar�as, with a��� shaw�r�g !h� locati�n a�d depth �f !�e varl��as tesl hale�. �f e�cc�v�ted rrxa#erial �s obvi�usly �r�n�r�r �n na#�r�, c�rnt�in€n� !�#tle �r n� plas�'rc rosterl��, I��� �ng��eof rr�a�r w�i�r� #�� t�st r�port r�q+�lrer�en�, ��� E'f��.3, T�pe "��� or ,�1�'� ��ck�fial, ar�d ��-�.� � Trench Backfill For ��ditior�a! r��ui�erra�n�s. Vdl��n 7y�� "�" ��Ckflll fT7���IfI�I 1S K'IOt SU����I�, �� lhe dira�#fan �f th�e �ngineer, Ty�pe ��E�" backiill rna���ia1 shall be ����d. In g�ner�l, a11 b�c#ciill rrtat�rial fc�r tren�t��s �n �xistit�g pav�d str��ts strall b� fn accor�a�c� wiEh Frgur�{�) A, 8, �, or D. �ar�d ma�teri�l sp�ci�ivd Ir� Figur�{�) A-D sh�1G b� �bkalr�od f�om �n a�pr�v�d s�urce and sha11 c�n�ist of durabEo parti��es fr�� of thin or ��ong�ted p�ec�s, lurr�ps o� �I�y, ��i1. io��n or vege#able �r�a�tet and sh�A me�! �he foll�tit+ing gr��al�on: S�ze 3r'�ve � 14et�ined #4 0-5 #1 � �-�� �50 O��Q �#1 {}0 60,�5 #��� �0-10� {�.L = S afl�ss} �, TR���N ��f�1PA�TI��J; �ll kr�n�� #�ackfiil shall be pfa��� ir� �lfl� p�r E�y�.� 8�c1c�ll. Tr�r����s wh«h li� o��#si�le exis�ing �r #�t�r� ��v�rnents �l�alf be �ompac�ed t� a mi�imu€n of 9�°�0 �tar�da�d Proct�� p�nsity ��,�.1`.�ul. LJ698) by m��ns �f t�mping onl�r. �'re��h��s wrilch lie t�nd�r existir�� or €ut�re {�av�rrkent �hall be backf�lle�i par Fkgu�� A w�th �J�9�o �lan�lar� Pro�#or I7�nsily b� J�lkinc�, m�c�anic�l tampGng, �� a cc�rr�bin���on �f inethod�, �a�k�ll material ta b� me������aIG�+ ta�mp�d m�st �� wi#1�in +µ4°l� �� ils �ptimurr� m���t�r� cantent, Th� �op twc+ {�} fe�# �i sew�� I�rre �ren�has and �h� to� eigh���r� �1$} fncFr�s �f v�+a�er lrr�� rnay �� ra11�d in witi� 1�c�v� �qui��erri �ir�s, peov�d�d i� i� pla�ed in lifi� �p�ropri�lo �a the rrta�t�ria� b��ng +�s�d and th� �pa��tio� can be perf�rrned v�€tr7o�i# damag� t� the Installed pip�_ ��r� r�oo $ �-� � P#���Il�IIIVAI�1� -��1� IN'r`��IM R�1l�E�N ON1�1� - I�DT ��R �ON�TEtU�T1D{V OR B�pQIIV� ��"'1� I ❑ - ����i�rii. �r�ll`�LIL�I�IV� � - it�e �iky, at 1ts own ex�er���, wlll ���afirxi tr�n�h �ampactian t�sts p�r �►.�.�.i�h. standard� on al1 tir�e��t� ba��c�ifl_ A��� ret���ie�� requ�red as a re�ult �f f�i�ur� ta car�pa�t th� ba��cfikl ma�e���� �o r���t kl�e s#a+�dard� witl b� at th� exp�nse af tk�� �or�tractor �r�� will hv �I�le� a� tY�a comm�r�i�l rai�� a� �e#�rm�n�d bJr t�e �kty. 7i��se so�� dens�l�r tests shall t�e per#�rmad at two (2j f�ot ve�kical i�tervals b�gtnni�g at � IeveC two {�} f�et ab�v� the kc�p o� �he anslalled p��e and contFnuiri� k� k�e ��� �f �he ��rnp�eted �acktil! at infe�als along t�� trencY� not �a excevd ��0 llneaf fe�l, The C�ntrac�or wiil �� respan�i�Eo for p�avkding ac�es� and tr�n�Y� safety ��st�m to t��� G�vel �f trencMi �ackf�ll ta be tes�ed. Na ex#ra r.r�fin�ensati�r� wil� be allowe�l fof exposing the bac±cf�A la��r to be �este� or p�v�dint� trench �af�4� ��siem for tssts c�andu�t�d k�� ihe �i��, 1�, f��A�U�#�h.+4�h1� AhiD P�Y�uI��fT; A411 ma#erl�l, �r�cludin� ar��r a�d a�l Ty�� "8'� ba��fil1, and� �abor costs �f exc�v��ion ar�d bacicfill �rr411 �e i�cl��ed in #ine pcice b�� p�r �inear f�ot of �rateE an� s�wer pjpe. D�50 PA1IEI�EN7 R��AIF2 {E2-19,�; The un�t pri�� bid �nder the �p�rn�r�af� l�id kt�rr� of tYre pro��s�9 sh�11 cov�r a!1 c�st fof provjdi�g pav�rx��n# repair eq�a1 t� or �Uperi�r �n �ar�pos�t��on. t�3��r�es�r et�„ to existir�g p�v�menl as d�#aA�d �r� tl�e P�b1i� 1Norks ��partmeni k�rp��a1 s��#+�n� for ?�ve�n��t and Trencl� F�ep�i� far kJ�iiily� �u#s, FEguE�s 1 througfi� �. �111 r�qUlr�d p2�V�rGg �L�#� st12��1 �� C'��d�3 Wltk� a CO�ICf�t� S�VJ �11 $ tfUB and S#rai�ht l�f�e Ok1 b4lh �id�� of the tr��c�, a rnir�ir-num �f tw���� ��2} ir�cnes nutside t1�e tr�r�ch w�las. Th� irench shall be b�ckiiil�d and the t�� nine {�} Ir�cl��s �h�11 b� filEed �v�#h� requi��d ma#oeiaE� �s shawr� on �aving d�iai�s, ��pa�t�� �nd 1�ve1 witl� tne finisne� str�e# ��r�ac�_ This fini�hod �ra�e sh�1G be rx��intalr��d I�r a s�nrt�e�b�� c�r+di�ion until tn� p��w�� has b�en replac�d. P�MI res�dent�aM dr9vewa�+s sha11 be ���essit�l� at r��ghE a�d ov�r week�r�ds. Il Y�a� been c�et��mined t�� iha 'franspartation ar�� I�u�wi� �+Vorf�s I��parlme�t th�t th� strw� of �xistsng Hf�A� pa►�er�ent �e�r�e� th� exls#in� �utte� ar�d #�� e�d�e of #h� trench �averne�# reQafr wGl! r�o� holci u� if such stri{� af axk�t9r�g pav�R�ent is ��vo {�) fe�t or 1�s� In width, 7her��ore, a� kY�e lacati�ns jr� #�� pr�j�ck wYte�� the tr+�nc� wall ks tl�ree �3) faek or 1�ss fram t�e I�p of �he ex�skinc� �utter, ih� �ont�a�t�r shaM� b� requ�r�� to r��ove #t�e exF�t�ng paving t� s+���r gutt�r, �#�e pa�remeni repair shall th�r� be rrt�de ���m a minimurn di�#an�e �f �welve ('k�) in�h�s outs9de lho tfen�h wal! near��t l�r� c�nter �f tl�e slreal �� the �u�t�r lir�e. �h� ���em�r�f shaGl b� re�lace� w�tl�an a m�xirnum of #��re ��} w�rki�g day�, providl�g ja� pEa�em�nt c�ndt�i��� will �ermii r�p��+ing, k� pav��g ��nditi�ns ar� r�ot su�tabl� �or repavir��. in lh� ��inian ot the �w��r, the �pa�+�n� shaH be ��r�e �t #he �ar�i�st pc�ssi�l� daf�. A p���it m�st b� obtaine� fr�m the D��artma�t of ���i��e���g �onstructi�r� �e�vices �e�t�on b� tY�e ��nkr��to� in co�farmance wii�� �r�lr�ar�c� I��. ��� an��or �rdi��roc� �lo, 7�� ka ma�ce utkllty c�.�ts in kh� str�el. Th� 1���2+rt�t�r�t af �e�g�n�efie�g wi4� ins�ect tr�e p�ving fiepa�r afk�r con�truction, Tk�9s �ermit requirerr�ent m�� �e wairre� �f work is ��ing d�n� �ndar a�ertarmanc� �ot�� ar�d �n��ecte� by t1�e D�partr���7# o� Engine�rir�g. D�S1 TR��4CH �A►fE�'Y SY�TEI�A ��1� VIIA�T�� ����F�TM�I�T PR�J���� �1�L�: A, ��k�E4�AL; T�is ��e���i��lian eov��s Ih� tr�nc� �a�vty r�qu9re�nent� fo� ��I tf�r��h exc�valions �x�eed�rt� depth of �Gv� {�) f�et in o�r��r t� �rote�k warlcers frorr� ��v�-Irts, 7h� r�quir�rn�r��s �f �h�s item ��v�rn al1 trer�c�es for mains, r�anl�aGe�. vauE�s, servic� Ilr�es. an� oar��mo � S�Y2'k PftE�l��'1lN�lFt'� -��R INT�RIM R�111EIN �NLY - NO7 f�F� �ONS�"RL���I��1 �f# BIDDINC� ���� � - s������. ���vai����vs a11 other appurtanae�ces. Tl�e des��n f�r the tr�r�ch s���ty sh�lC b� �ign�[i an� seaEe�f �}+ � Reg��tered I�ra��ss�o��1 �r�gEnear li�e�s��l �n Tex�s. B. �TA�IDARD�: �he I�test v��s1�n af the U.�. C�epart�non� of L.ab�r, �r.cu�a�€�nal ��Fety and �ieal#h A�rninlstrataan �tand�r�is, 29 �FFt P��. ��28, ��b-Park � - �x�avat�or�s, are k�erebp made � part af thls ���cif�cati�r� a�d sr��ll be th� mi�imum �ov�rnir�� r�c�ufr�ments f�r trerrch safefy. �, D�FihllTl�f��; �, TF���1�1��� - A#eench rs ref�rred �o as a n�rrou+ �xaavatfon �x�ade be�ow �k�e s�r�ace af tl7e �round in whac� lY�e de�ti� is g��a#er tY�an �i�e wid��r, where t�� widlh measu��d a� th� batkom is nai gr��#er ihar� �I�k�en �15} �e�t. �. 6EN�Hfhl� �1'�T�M - B�nca�ing rrroans ��c��va#ir�g tl�e �Ed�� af � kr�nch to #�rm one or a ser�e� of h�rizo�taE I�ve[ or ste��, �s�ally with v�rt�cal �r �e�r �rerkical surf�c�s b�twe�� l�ve�s. �. �L.�P�fV� �Y�T�R�h -�i��G�g me�rn� �x��u�tir�g ta ��rrn sl��s �i a t��nci� that aee incfi�sd away �eam the ex�av�lio�. �. �WI�LD �l'�TEM - �h�e�ds ���d �� trer�c€��s are generali� r��er��d to �s "#����h b�x�s" or "lror��h shl�lds". �h,a�d m�ans a stru�#uro that �s able t� v+r�ihsland the forc�s impose�i on i! �y � cave-In ar�d pr�t�ck v�+orkers wikh��r� tF�e structur�, �i�ields �ar� b� permaner�t s�ru�t�xr�s or �an �r� ���ic�r�ed tn �e pork�ble �r�d move �lar�g as th� wark pr�gres�e�. �h�elc�� �an b� ektl�er pr��manufaciured �r job-�u]�t IMr �cr.�rdan�e uri�!} Q��I,� star�dards, �. �k��RIIV� ��'�T�M - Shorin� mean� a str�ct��� s�ch a� a m�tal h}+dra�llc, mect�r�nica! or �irner s��#e�n �hak ��pp�fks lhe �l��s o� a tr���h �r�d u+hi�� �s rf�sign�� ka pr�venl �av�- ins. �l�nrin� syst�n-Gs ar� ger�eralf� cc�mp�ise�f of ��oss��r��es, v�r[��al ra��l�, {�aprights}, har���ntal �a�l� {wa�v�) a��l�r �fi���tir�g, k�. �4EA���f��A+1�N7 - Trer�ch ckeptY� is �h�e verlic�l m�asuramer�t irarr� tha �o� of the ex�s��ng c�ro�nd �� the battom �f the pi�e af s�rucfur��. T�e qua�lityr of trer�c� s�f�[� syst�ms shall I�e b�sed �fl ��e lir��ar f�oi a�nou�t of tr�nr:h �ep�h �re���r �h�r� iiv� {5� fe�t. E. P�11�N���}� - Fa�+rr��nE �h�11 �c ful� comper��ati�� f�r safe�y s�sl�m de�ign. ��ba�, taal�, m�tt�riaas, �quEprn�nt and in�id��ta€s �r�o�:ssary far the Instal��ti�n an� r�mov�! of t�nch �af�ky syst�,r'r'as. l���F' ���s1i�It11������i�J��ti��T�i�:I�L���� A. C��1�E�AL: T�e in�#�Il�tl�r�, r��Ea�e�n�nt, �nd�ar r�habiiltatic�r� af s�r�i��ry sower manhole� wi�l �e re�ulred �s �h�wn �r� Ehe �lar�s, �nc#1�r �s ��s�r�be�# kn �hese Sp+�c€�I �antr�ct I�oc�mer�ls in addiilot� to �f�as� loc���d Ir� lhe fiekd at�d �dentk�ed by �t�� Er�glr�eor. Aal rr�an�olo� shall b� �r� a��ard�r��o w�th �eckions �1-�4 h��terials �or �anitary �ew�r Ariar�hokes, lfalv� 11auICs, �lc_, ar�� ��-�4 liault ar�d M�n�tala ��nstrucii�[� of lh� �en�r�l ����lr��� Qo�um�n�� and �p�ckf4cat.io�rs, ur�les� ��nen[fed or �up�rs�ded by req�i�rr�enfs of this Sp�c�al ��ndhti�n, 1. ���1���T`E ��1.�.�11��; ��n�r��� cotl�r� wlll be r�quired ar� a1f rnanfiol�s s�ecGfied as p�r Figur� � 2� _ o�r���n SC��2 PRE�1M#N�4RY - F{3R It�T�R11�1 FiE11i�W �h1L1F � I��T �OFk �O�1�T�U�TI01� �Ft �lDDlfd� P�IF�T D � �F����AL� �C��J�17���1� �. wA�EFtr1�1�T �IAfVH��.� �N�EF��`s: wa�t�rt�gnt ga�ket�d maninc��o inserts sh��� be ins#all�d in �II sae�ltary �ewer e�ae��ral�s. Inserts sh�ll b� �onstructed in acc�rdan�� with F�rt Worth Waiart Dep��trner�� ��and�rd ��UO-4 and sMa11 be �klted a�d in�lalG�d a�ca��ir�g ko tt�� r�anufacturer's recommond�ij�ns. �talrrless �ieew rr�anho�e insert� s�a1f b� requ�red for all ��pe �+a�et�rs �18" and gf��t�r. � �.IFT H�LE�: Alw lif� Y��I�s sh��l b� �lugged wl#h a�r�-cask c�r��ret� p1u�. The liit hole shall b� sea4e� �� the auksid� of tho rr�a€�l�o�e wk#h ftam-�1ek �r �n ��pro►�ed ��u�1 s�ala�nt. �`�e l�f� k�ole �ha�ll be s�aa�d on th� i�sRd� a� th� rna��ole w�lh �uicEc sektlr�� cam�nl g��t�l, 4, �Ih1A� RtM E�.EVI�TI�f��; Man�o1� r�r�s in park�va��, E�wr�� and vthe� i�nprav�d ��rtd� shall b� ak an �l�vation not mo�c #h�n ane (�j nor less 11�an one-half ('l!�} i�c� ab�u� �#�e surrour�dEn� ground. �a�k�1G shall provkde � unifom� sCa�e �rorn #h� iap �f mar�l��le casting for n�t �es� ��a� khr�� ��} ��et e�ch dfraciian ta ex�sting finis�+ grad� of tne gro+�nd. The grad� af a�l s�rfa�es �hal� b� ����ked ��r �r�per sl�pe ar�d gf�d� b� slr�r�g lining #�� entir� area ��g�rded r�c�ar t1�e rr��r�fn�le. �1anh�1�� in ap�n ���Ids. unir�proued lan�, or �r�ir�age c��+r�es shaN bv at an �leva�lion s��wr� an �he dra�nring� o� rnlr�lk�num of 6 i��l��s abo�r� gfiade, �. {1+al�EVHO�E ���I�Ft�: �1i li�s ��n�ll Y��ve �ick ��ots tn He� of p�ck hOE��. �+1��1�01� �r�rrt�s an� c��r�rs sha1� be A+I��C��rI�Y, T�Pe �I. w��F� ir�dsnt�� to� deswgr�, or equal. �rt� p���c ���ts. Cave�-s sh�il set �lusri v�it� th� rim of lh� �r�rne ar�� sh�H h�ve no 1�r�er than 1!8 i�ch �ap b�tw�en Ihe fram� �nd c�ver, Bearing sur�aces sk�all I�e ma�hkn� fi�i�h�d. L.o�king man��C� I�ds an� fram�s wili be re�t�ic#�d to Io�a�#i�r�s within t�e 1���year fl���piain a��i a�e�s �p�cl�ic�i�� d�sia��ale�i on Ehc� pEans. ��r�ainteed �uctil� i�or� h+�anl��Ee Lwds ar�d �ram�s afe ac�epta�le ��r u�e u��rer� lacking I��s �re spe�E�lec�. B. �HA�L�DW ��OEVE 11+1AAi1-{C}�.E�; �h�il�w �'nanh�le co�s#ructioe� �n+fl� �a� �sed wh�� �nant��Eo �$pti� i� �ou� (4} ���# ar 1�ss, �111 shallow con� rr�anho�e� sh�ll be b�ilk in �c�ordance wllh F��ur� �105. A�I s�r��law cor�� m�nholes s��11 1�2�►�e ����t iron I�d ar�d frarn� wlth picic slots. 1��TE; ltiA��iFI�L�� P�� �I�I�RE 1Q6 WILL �V�T B� ALL.�I�IED. 7. N1AN1�0�.� �i�P�: N� rnant7�l� steps are E� �e f�staNe� �r� any sanf�ry s�wer rnanY�oke. $. ����RI�R ��.I�FA�L� ��ATI��: �xt�ri�r sur#ac�5 �f �Il rr��nh�l�s sha�l be coat�d wi#h #wo mop ��afs of ca�i ta� epoxy, #{o�pers ''�iiumasti� �t��e� ��rvi�� Black" Tr�e�ac °4�� 4�� �lea�ry Tnernec��," or �q��a� �o, � rninimum or 1� rn11s dry fiim lh��4cr�e�s. 9, �1Ai��E�tE �k�I�1T �E�1�1�1�: A�l 1f1t���or and�or exteri�r �oGnts or� c�ncrete rnan�rol� se�#anr�s ��n�kru�l�d far the �it� af Fa�t 1�aElh Watef I�epartfnant, �xc�uding ❑�I� €�e jaints using a�ra�ped €ype �erformed O-rir�y rubber gask�t sh�El req�r�e B�t��r��st�� jof�t s�a�an#s as per �igur� h+�, Th�s se�€ar�� shall �e pr�r�arrn�d an� #fowel��r� Bit�mastic as ma�nufa�tur�� try I(en#- �eal, Ra�^n-��fek, �-� �lick, ar �q�a1. TF�� �c�inl ��al�� sk�ail be ��p�lied tin �lih�r extrud�d �i�� fc�Em o� sui��t�l� cross-sect��nal a��a �r flat-tape artd sha�l b� sized as t'e�omm�nded �y ��,� man�f��tur�� ar�d appro�o� �y the �ngie�eer. 7h� J�ir�# ��a�cr sh�ll b� prvt�cled �y a s�itabf� r�movabke w�ap}��fi and s�al1 not �n an� way dopend an aa�l�at�on, evaparal�on, or �ny o#�e� c:h�mi�a� activn fa� �atho� it� adhesive p�ap�r�r�s or c�he�ive s��englh. �"h� o�,���� SC�23 PREL1MIr�,4��f -�OFt It�T�RIM ��111�IN Dhi�.lf - I��T FO� C�I��TftU�Ti�N �Ft B�DDII�� P�4[�T � - �P��IAI� ��f�D1Tl�1�� Joint sealer sh�lf r�maln t�tally ffexi�t� w�khau� sf�rinking. h�artlenEn�g, �r oxCdlz�ng r��arrlless of th� f�r�gt�� of �Ime if is ��posed to the e�ernents. Th� �r��nufact�rer si�all �u�f�h 2�n afifidavJt aitesfing to �h� s�ccessful use �f ti�e pc�d�c! �s � pre-fotrrte� flsxib�� Jo�r�t �ealant on c�nc�et� �Epe �nd rna�hale s�ct��ns f�r � pe�fo� �f �# lea�t fJv� y�ar�, I ���:i�il�j-�f�7� A If��T�1�.1.�i10�1 �� J�I�VT ��A�.Ahl7: �a�h grade �dJust�ner�� �ing an� m�nY�o1� �rarne sYaall be s�aled with l�e ab�v� sp��Ef��� rnaterials. AEI surfac�s t� b� in c�nt�cl w€th the j�lr�t ��aEan� sFraEl b� thnr��,ghl� clea�ed of dlr#, sartd, m�d, or �lh�r fo�eig� �na�tt�r. �0. pf�r�er �hali �e a�plEed to all sa��f���� prior #� inst�lling #he ���rtt sealant ir� acc�r�a�oe wi#1� the re��rr5rn��tic��t�or�s b� t�e manuf�cluf�r. The prote�tiv� wrapper �17aH rernain vn tl�e jaEnt ��al�n� u�ttl imrt�ediatel�+ pr�ar ko the plac�rrr�r�� of the pkpe in the l��nch, A�teF rem�val af ��e pFotectfv� wra�,p�r, the joir�t sea�a�k s�a�Il b� kep# c1�an. ��ts#aq �ratnes ar�d cover �vee rnanhole op�nlnt� vui�� lhe bo#t�rn �f th� rings r�stir�g an'Bitufna�l�� jo�n# se�l�r. �rarr�e� �nt# grari� rin�s shafl rest on tvuo ��} ro�vs �i�sGde ��d �uts�de� �f Bil�m��t�c j�knt seal�r, �. ��A��.1h1� Af�D��� 1•11�.3��TIfV� �}(f�Yii�� Il+1�i��l�l���: �xcav�k� �rect�r�g�lar �ull d�pth saw cut if in pavvment� a�ja��r�t �� lhe manh�Ce t� expos� tM� er�tir� rr�ar�i�ale frarna and a mi�irnurr� af 6�nches of ll�a manho�e w��l ke�pir�g lhe sl�es �f #he �r�nc�t �eaeiy �+�rtical. R�mov� manha�� frarne fr�m lhe m�nhola slr�,���r� a�� ��san�� ��� condition of tk�e f�arne and �r�d� rings. An� fr�me or g�ade r�rrg that i� n�t suitable for us� �s dekorrr4€nsd by �lti� �rrgir���r sl�a�C b� rapl�ced. �r�de rings l�at arc const�ucfed �f �ri��C, block mat��ials olt��t t�h�r� �rre-ca�� cor�c�e�� rir���, �r w�oF� ���as�ary an� a��ro��� �� the �r�gine$r, s�ralk b� r�}�laced u�ith a pre-cask flatl�� se�ti�n. F'r�-�ast �r��r�te rings, oM� a �r����st �oncrete �lattop sa�ti�� wilk b� �he o�ly ar�j�s�ments aalow�d_ Irr b�c4� or block manhales, replace tl�� u�per parii�n af th� rna�7haCe t� a po�nt 2�L ir��:h�� h��ow ti�e fr�rn�, �� #he w�l�s qr �pn� ���EI�I� b�l��+ ihis I�vek a�s s�rz�ctura�ly unsound, iYolEf� �he En�ir��er prror t� r�pl�c�mer�# o� t�� �r�,d� ring$ and m�e�hvl� �r�r�e. �xistir�g b���Cwo�k, if �lamaged t�y the ��n�r�cta�r, sl�all b� ��pla�ed at #he �ontr�c#or's �xpense. Wire brush manhole frar�e and ercpaser� m�nhol� sur�ac�s to r�rno+�e dirt an� laos� d�brls. �o�l exposeri ma�hol� su�ia��s waEh an a�pr�ve� bond[nr� ag��k f�ll��,v�� �y� �� ap�lr��fi�n of a���ick seltit�g f�ydraull� c�rnen� �� �r��id� a smooth work�r�g �u�f2�c�. If ���� in��de �#i�metee af tf�� nianh�le �s lao I�rge to s�f�Ey �u�p�r! r�ew adJuskme�t fi��g� �f �f�l"fl�'S� � ftat t�p se�tlan �#��lM �e Installed, Joir�t s�rfac�s b�tween t�� fram�s, a�j�slmer�k rlr��s, �n� coe�� sa��ia� sl��Il �e fr�e a� dGr#. �tor�es, d�br�� �nc� voids t� �ns�re a water�i�t7� s��l. Pl�ce fEexi�le �ask�t j�i�t rn�l��ial aC�ng lhe inside �n� ouis�d� �dge of �ach ��Ir�t, ar use trow�lable maker€ak in lio� v� pre��orrr�ed gas�Cek m�terial. f�a�ition #he �u�l joir�k o� ea�h I�r�c�t� �f Joir�t n-raterl�l on o�p�s�t� sj��s �f th� man�ol�_ IV� s���i ��lms, woa�, skor�es, or any rrr�t�rlal not ���cifically �c�epted b}r #F�o �r��ineer m��r b� us�d t� obtain �nal s�rtac� ele�ralion o� the m�r�hol� fr�rr�e. Ir� pav�d ar��s o� f�tur� p�,ve� are��, cas�€r��s s�a�E b� Itt�#2�fled by usEng � stT�ight ed�� not l�ss t�an ten �i�} fe�t Rong so khat #he t�g of #�� cast�r�g w�ll cor�forrr� to t�1e �Ic�pe and a�rro,o ��-�4 �RE�IMIIV�4�tY -�OR. IT+i'f�ft1M REVIEVY ONLY - N0� F�ft �DIV�TRU��IQN �� BIDE]IN� - - ���� � i s���i�,� co����r�o�� _ �ir�ish e��v�tion af t�e }�aved �ur�aca. The tap �f th� c�stang �ha�f be �l9 Inch bel�w tk�e f�nished ea�v�tl��. l��lowae��e� ��r th� com�r�s�Gon �f tho joint mat�ri�l shali bt� m��1� �o assur� $ �ro�er iinaa gr��e e1�v�#lon. g, ��(p���D �?C�`�FtI�R �Uf��A����: AI� �x�a�e� exkvrior sur�eces s�all b� ���te� wi�h two mop c�a�s �f coal ��r epoxy. �Copper "Bituma��ti� �up�r Serv�ce Black"; Tne��� "�GY �5Q Fi�avy T�em�col", or equal, to a rn�ni�n�m of 'i � mils �Iry faln-k thi�kn�ss. 4_ Trie �xterior s�rtace of �1C pre-���t secti�n ]oir�t� s�all be thorou��ly cC��n�d with a wir� brush ar�d th�r� wa��rproofe� v�rltl7 �'k�2�lnch lhtck c�a# of #fow�a�bGe bjlumaslic �o9r�t sealant frorr� 6�inch�s b�l��v t� 6YincMes �bo►�e the joi�t. 1"h� c�a#�tl �oint sh�ll Ihan be wra�pe� wilh � mil p1as�{c to protec# !�� sea�a�rl �ram dama�e durin� ba�1c�'ill�ng. �. �E�1�lJR����1T �+�1D �'AYA+1�t�T: 'fhe prkc� b�d f�r new manhal� insta�l�t�ons shaU �ncl�ade �11 labor, �qulprr��nt, �r�d ma�eria�� ne�easary for �onstr�cti�n of tho m�nh�le ir����rrling, b�t not 1imi��� to, yair�t �ea�lr��, lift hofe seaiin� and �x#erior �urfac� c�ai�n� and p�vem�nt repalr, Yhe �rice bid for r�cor�structi�r� af existi�� rnar�h�l�s �hall in���d� a1E ���or equipr�e�k ��d mat�rEals n�c�ss�ry for c�e��tfuckson of r�ew manl�ole, including, t�ut not fifn9kec� t�. exca►�alio�ti, l�ackflk, disp�sa� �f r�at�ria�s, �olr�l s�aHe�g. li�l hol� sealin�, ex�eri�� surf�ce ��a#i�g and p�ver�er�# ���air. Tk�e pfic� bid fc�r �d�ust��� �nd�or seali�g of �xisting manhotes sl�all �n�:lude all labof, �quipment ar�d rr��ker�ar� �ece��a�y for ad�usting ar�dlor s�alFng 4�� m�'nho�e, ir��1���ng I��t not lirnf�ed t�, �aint s�alir�g, lif#h��� sealing. and ��t�ri�r surface coating. Pa}���nt ��r �on�ret� coHars v�rIG1 be mad� per �a�t�. �apment for rrt�r�l�ole ir��erls will bo ma�e per �act�. 1��53 �AI�I'fAft`� SEIN�I� S�R111�E�: P��y re��r�na�tlor�, ref�c�t�on, re�r�+�kes, repla�ernent, or new sani��ry �ew�r senrice shal� b� e�qulr�d as �howr� on �he p4�ns, a����� as descrkb�� ln tl���e �p�clal ��niacl Docur��nts 1n addilior� t� th�se lacat�� �n ihs field ar�� i�e�tafied b� il�� �n�ineer as a�kGv� s�w�r taps. Th� servic� ��r�n�c�ians sh�ll be ��n�#rucke� b}� k�� �o�1ra�#or uti�i�i�� s#an�ard f�ct�ry �t�a�u�act�r�d tec��. �aly a�praved fact�r�r manufa�iured saddle taps m�� be us��. but o�l� as dire�ted b� t�� Enginee�. The �e�ision to us� sa�dle #ap� as �ppos�� ta t��� shall �e rrxade or� � cas� b� cass basi�. l'i3e ��n�r�ctor s���i be r�s�onsible �ar coordi��tir�g �he sch�dul�n� of kappin� �rews w�t� ���Idir�� awr��rs and tY�e �ngi�r��r 3n or��E triat the �rar�C �e �erformed in aG� oxpedi�laus mer�ner. A rnankmurr� af �� hou�rs advance r��tice sl�all b� g��er� �,vhae� taps wil� ba requf�ed, ��vered s�rvice �on�ec�la�� sE�all b� mairrt�9r�eci as specf�ied i� sec�it�n CGYB. � 5, A. ��WEI� 5��1�1�E R���f�M11��71�h1; �Vhe� ��wer servic� re�ar�nectior� is ca�ie� f�r #he �or�tractar sY�all ver#ically� a�Ejust the s�x�sti€�g svw�r servJc� Ijne �s re�uire� ��r re�onnectGon and furr�isl� � new tap, Tt�e f�tiin�� us�tl for �erl��al ad���tr�-rent s#�aaG ��nsast oi ��n��c€m�arn �end of �t� degr���_ The xap ��rall be lo��#�� sa as t� I�ne up with #he s�rv��� lir�e ar�d a�r�id �n� h�riz�r�kal �.d�+�sim���. �or op�n cut a�p�i�2�kioe�sT all s�nita�y sew�r �enrice Ikr�es shatl b� repla�ed t� tY�e praperky ar �aserr�e�t li��, ar as dir��t�� by the En�ineer_ ��nitar7r sower ��rvic�s ari �ewars being rel���ENtaled u�in� pipe �nEarge�nen# methads s��1! be replar,�d t� ��� peap�r#y or �aserrter�t lin� ar a� di�c#�r� b� #h� �ngar���r_ Pra�edt�res li�t�� GeEo�� iv� ��wer ��rvic� R��lacerx�er�� s��lM bc a�h�red t� for the insEal€at��n of �ny sewer se�vi�e li�� fn�luding ihe ir�cide�#al fo�� ��� f�t�t of s��ric� Ikn� w�ic�, is it��lu�ed ir� th� prics bid fof �anix�ry �ew�r �aps, �a�m�r�t ��r w�rk such �s bacScfill, s�tidGes. tees� �fi����s ��cidental �a�r �rz�ro� S��2� PRE�IMII�AR`f -��F� INT�I�ITw? RE11EfW Ohil.Y - h�D7 �r�#� �Ohi�TRL��TiON �R BI�1DI�1C ���� � - ������� ��tv�M�i��v� {4� feel �F �e�vi�e I�n� �r�rf al� ����� ass��iate� app�rt�nances ret��ired snall �e in�lude� In ttre �ric� b`rd 4or �anitary �ewar Taps. B_ �EWEf� ��Ft1lI�� ���'LJ��EP19�E�T: All b�il�i�rg se�n+er ser�ric�s �r�co�ntered �urfng c�e�struct��n shrall b� adJ�st�d and�or ���laced by khe �or�kractor a�s dlre�t�d by the �nglr���r a� r�q��lr�� fnr the c�nnecCt�r� �f th� sew�r s��vic� li�e. If �k�e s�w�r s�rvic� ti�re is �n s�cF� c�r�dil�on t�r adj�skrt�errt necessitates the r�pl�c���n� of th� s�we� service I��t�, �II w�ric s#�a�f b� pc�rf�rmed I�y a li���sed �turn�ee. The langth of th� r��la�en�e��t shalf �a d�t�r�nine� t��r rh� �n�in���. All �ew�r servi�es st��ll b� i�s�all�d af � min�rnurn �f lwo (�j percer�i s1o�e �r as a�pr�rred Fa� thv ��7�ine�r. �o�r��cii�n ta th� �x€ski�g �$war s��+i�c� I€nt� shall ba made wi�h appra�ria�e �da�ter f�tt�r�g, Th� �fkin� sh�all be a ur�#f�ane or neoprer�s �ouplln� �.�,T.�1. �4��5 w�ih seri�s 300 stalnless ste�l co�pressi�n straps. ��ym�nt for w��Ec and mater�a�s s�ch �s bacEcFill, �ipe fiilie�gs, s�rface rest�rati�n on �cl�rate �rope�iy {#o rrt�tch existin�}, ar�d al� o#her a���ciaked w�rk for servfc� repl��em�nts ir� �x��ss o� fo�r ��} li�ear fe�t �Y��I� bc� inclu��d In t�o ff���r fvot ��ic� #�id for �anitary sewer service line raplacemee�t. Pay�x�ent f�r ��1 w�rk a�d mat�rfal �n���uir�g the "tap" shall b� �n�lu�er# i� the price bid fo� sa�Etary s�we� s�rv�ce taps. �-5� N�T U���} D-55 REM�11�#L, ��L11�4��, Ah�D ABAhlDONM��1T �� E�l�TMl�fi� �'A�ILITIE3: �#ny rem�val, �alv�gfr�� a�d��� aba�tdonm�nt af exisii�g �aci3iti�s w�ll �e�assari�y be r�qufr�d �s sh�v�ra7 0� t�e pl�ns, and�ar des�rib�t3 Gn these ��e�i�l �antea�t Do�uments in ad��tion to �h�os� Ivcatc�� In t�e field and Id�n#if��� b� t�� �r�gir�eer, 7h�s work sF�atl be dor�� in accvrd��ce witl� �ecti�n ����C .� �alva�lr�g of �l+laterial a�n� ����,7 F��m�vin� �'i��, o� the �ee�er�i ���kr�c# Dacumants �r�d ��eci��cations, un��ss �m��d�� o� s�p�raeded b�+ re�uEr�r���nt� �i t�is �p��l�l ��ndl�i�r�. A. �A�L�IA�E �� �XI�TIhl� W�TEf� NtETER l��lb A+�Ef�R BOX: Existin� wat�r rr�etar and meter ���c sk�all be rerrr�ved and returr�ed ta #Y�e V�later b�partm��k war�h�use by �he ��n�ractor i� ��cordar7�� wlt�r ��c�ion E�-� .� Salv�,g�n� of IVIa#�rials, �. �AL.VA�E �F �?CI��'ifV� VI�AT�R h�1�iEF� f��1Ci ��I��ft�T� �f�ULT �I�� �xi��ing water mot�r a�d car�r.r��e ��ult li� s#��11 be r�rr���ed �rt�l r�iurn�d �� the 1Nater D�pa��m�nt w�reho�use ��y lh� �t�nkr�c�or in 2���ordanc�r w�lE� ��ctlofl E�-� .� �a�v�gln� �F �+lateri��s. �'he �an�re�� va��li shall bo d�rnoR��f��:d In place to s��oir�t nvt l��� k�a� 1� r�ch�� �ef�w firr�� gr���, 7h� concret� v�ult shall th�r� bs �a��tfil��d and compacte� in �c�arda��e willr back�ill rr��#h�� a� s��ci�led Ir� ��c#ion ��-�_9 Back�ll. Ba�k�ilf rnater��l �hall b� s�Etab1� e�c��+rat�d rr�a�er9al a�prov�� by €he Ert��r�e��. �ur�a�� �es#��2tit�iti shakl �� comp�ti�l� w�th �xls�t�g s�rrour�dE�� surface and gr�de, �. �AE.�I,��E �� ����TI�1� �IFt� HYDI�A�ITS: Exis�ing fire hydr�nt� sl�al� be removed and �eturned to ths Wai�r D�p��#Itt�nt +,va�ehouse by th� �o�tr�ctor If1 ��G�fCi2�r1Ce 4t+kth ��cfiQll ����,� �alva�ln� of N4at�r�als, 7'he void shall b� ��ckfilk�rl and �ar��ack�d �� a�ca�d�nce w[th ba�kfal� metho� a�s spa��Fr�d in �e�ti�r� ��-�.� �ac�CflEi. Bac�fll� ma#�r�al shall be �uit�ble �xc�va#ed rnat�rfal a�prov�d �y !ha �ngin�er. �urfa�e r�storat�an shall �� �c�m�atfble with �xis#ing �urra�r�dfn� s�,rf�oe �n� gract�. D. �Al.�IA�E �F E?CI�TIhJ� ��4'TE �AL1�E: ��cis�in� �ate valve a�nd �ralrr� b�x ai�d lid sha14 �re �em�ve�l ar�d r��ur��d �o ihe 1N��er D���rtrnor�t v�are��ou�� by t�x� �or��r�ctor in ac�orda.nce �I�h ���l��n E2-1.� �a�vagfng �f iVS�i�ri�fs. Th�e void a��a caus�d b� ti�� v2�lv� remov�l ���frn� 5���� � PFtEL�Iu�ENAR�I - F�� IN"1`EF�IM REV�EW ONl�lf -�l��i' ��R ��1N�TR#J�TION OR �kD�I�V� - ��,��- � - ������� �o����r�arvs sh�ll �� b�ckfilled �n� ��mpa�t�d in accof�ance w�Eh ba�Ccfll m�th�� �� ����ified in S�cE�or� ��-�,9 Back�ill, Ba�icflEl r�at�nal sY�a11 b� suita�E� excav�ted �aterial app��v�� by the Engir�e�r. �urfa�� res�ora�ion shail �e cam�����l� with �xistir�g surr�unding �urface ar�d �ra��. If #he val�r� is 1� a�onc��te �+�+�lt, tl�o vauil s�rall be dem�list�ed in �Eace �o a�oinl no I��� ##�2�n 1 S" h�low fin�l �r�d�. E. 1���+�1���1�IEN�` �F �XE�714�� �A7� VALV�: ExEsting �at� va1v� an� b�x Gid s#��11 be a�andan�ci b�r fr�t �los�ng the �ralve to tha �ully clos�d p�sitior� a�d demolis�fng lh� rralve �ox Gn pl��� 1a a p�ar�t �ot 1�s� �han 18 In�h�s b���w fl�al gra�le. �oncr�te sh�ll �4��n b� �se� a� backrs�l materia� ta r�etcri �x{s�ing gr�cle. �. �4�A�1DOi+,1hA��VT �F E�l�Ti�! s�ab ar�d Gid ra��v�d ar�d vaul gra��. T#�� v�3d are� �a+�sed ba�k��l1 rr�e�ho� as specl�ed 1� �xcav�ted materlal a�pfoved � the ��c�s#i�xg surroundi�g g�ad�. � V�4lJL�'�: 11au�ts t� be dem�lf�l��d f� paa�e s�rall hav� !op l walls d�molis�ed to a���rit nat 1e�s tk�ar� 18" b�l4w f�r�a� s�all t�en bo backfill�d and �ampact�d in accordartce wi�h �e�tl�r� ��-�.9 �ackflll. B�c#c�ll rr�at�rial sh��l be su�ta��€� �r �h� Er�gi��er, �ur€a�e resf�rak�nn shall be c�m�atib�� witfi �'a. ABA1�1D�h#�+i�h�T �F �lAP1H�D���: N1��ho1�s to b� �t��r�d�r�c�d ir� placo �haN hav� ��I pipes enter�n� or exiting #he �tru�lur� plu�ged wiEk� Cean c�r�crete. ilhar�ho�� t�p or ��ne s���ion shall �e rer�-�o�+�d ta the tap o� #�e full b�rr�E dlamete� s�c#ion, �r #� p�ir�t n�t ��ss �k�ar� 18 knc�vs belo� �inal �r�de, �k�e� stru�lufe shall t��n b� �a�kfilled �r�c� ��rr�pac#�� i� �cc�r�anc� �rEt� ba�4cfi1� methad a� sp�cifle� �r� ��ckfon ��-�.9 8a�k�iil. Backcfili materi�l rnay �e eilhe� �loan washod sar�d �f �I�an, suGtable ex�avat�d r�at��ial 2�p�ro►��d ��+ the Engl�eer. Surfac� r��toraE��r� �h�H be c�r1-Fpat�bfe wifYt �urraun�irrg serv�ce su�ace. F�aym�€�� ��r work irrvofv�d i� backf�l�ing. �1��gEr�g of pipe{s} and all other appu�k�nar��es required, ��a1G �� included in th� �ppro�riat� b�d �t�m Y Ab�n��n �x�stin� ��we� Mar+t�ole. H. R�M�1f�IL �F �ANFi�LES: �anh�le�s to be r�moved s#��tl have a�l pf�es er�t�rir�� or exati�g #�� structur� d€s��r�r�ect�d. 7�a compfa�e manh���, inc�u�ing top o� �orre ��c#i�r�, a�G ��N �a�re1 �iamet�r se�tion, 2�r�d I�se sec��on �l�al1 b� remo►���. Th� �xc��+�tion sY��ll the� �e backfilled an� c�m�act�� in a��:orda�c� v���h ��c�f�ll r�$tk�od as s�e�i�i�� in �ection ��-2.� BacicfilE, BacEcfi�l r��teri�l m��r fo� ►�+itk� 1"�p� � B��kfiMl or 7y�e fl B��kfIH. 2�s ��proved b� l�re �ngir�eer, �urfac� res#oration s�all be c�mpa#i1�t� ��th st�rroundin� ��rf�c�. 1. ��ii�1`+�� Af�D I�LU�C��1�� �7C��TIfVC �+l�l�l�; Af vart�us �o��lior�s �n thi� proje�t, it m�y ba re�u�red tc� cut, pEt��� and blo�� �x�sttng wa#er rr�ralnsls�r�ac�s or sanilary �ewer rnair�sls�n+ic�s in or�er to abar��on tY��s� iine�. �ut#in� and p��ggin� ea�isting m�ins an�Jor sen+i�es �hal1 b� co�sidered �s kncider�#�C and aGl cost� incurr�d will be �.or�sidered to be In�kud�� in kF�e lkn�ae f�ok bid �r��e aF li�e �ip�, unle�s s���raie trer�ch�ng �s r��{�ired. ,1. F��[N�1r�L �F E�I�iIiV� �1��; �Yr�fe re�xtaval �f the ex�s�in� p�pe �s r����red, it shail b� l�� �ar�t�acto�'� ��sponsi�9lit}€ t❑ prope��y dls�ose o� all r�m�ved �i�e. Aii remov�d va��es, f�ee 4��dra��t� ar�d �eter b�xos ���l1 b� d�iFv�red to Vlfake� €��partm�r�k Fiet� Ope�atian, Skora�e 1'ard, FC, P�YME�fT; Pa�+mer�t #�r all wark a�n� C�lc'��$ffe�G ��lUOIVEl� in �akvagE�g, a�a�doe�i�,g and�or re�aving exist�r�g facillt��s si�2�11 b� �n�lur�e� �r� the linea� f�ot bid p��c� �f ihe pi��, t�x�ept as fv�lows: �epa�ate pa�rrti�r�t wlll b� mad� �or rernava� o� all f��e I�ydran#�, gate vaGves, 1fi ar�ch ar��i Earger, and s�n�iary sowe� rrt��h�l�s. ragar��ess �f I��a�Ron. o��f�o� SC��� PRELiM�h1J�Ft1l -��R Ild"f�RIM R�111�1N �NLY - h1DT FOF� ��lV�TFtU�Tl�Tw1 �R BIDbIIV� ��r�� � � s���i��. c�nr����o�s Payrnenx wlll b� made f�r salvagie�g, �bar�dar�in� �n�lor rerr�a��n� all oth�t e�c��ting f��illlies wh�r� s�id fa�ifiE}� is r��t being repla��d f� th� same trer�cYr �J.�., wfiren rem�val requlr�� a separat� tre�ch�. I�-6� [��T��TA��E W�IRNFI�fi� T+4PES: �����ta#�le und�rgra�nd �tili#y uu�rnl�� tapes whi�h �a�7 �e lac�f�d ��orr� �#�r� s�rface �y a pip� d�t�ctar �#t�ll b� Instalfed dir�ctly �bove n�n-r�e#�Ilic w�ter and sanEtary se�v�r �i�e. T`he �lek�c�abie tap� shal! be "�etect Ta�e" rnsnufa��ured t�� All�n �}+stems, Inc. or approv�d �qu�l, and sk��ll �oitisist af a minimum �#�i�kness �.�5 m�fs soild aluminum fo�l �n��s�d �et a prot��tiv� i�erk �l�stic ��ck�t that Fs impervious t� al� �€r�own alk�li�, acf��, c�emical reagenks ar�d soGv��ts f�und in the soil, 'fh� minim�,m �ver�al ihi�lc�e�s o� kh�� tap� shall be �,5 m�Es, �nd tl�� vul��h s��N nat �e less �han l�+o Jnch�e� wlt� a min�mum unit we��hi of ��> p�ur��lsl1 Mn�i���00'. The ta�� s��11 be �alof code� ar�d irnprirtted with tk�� m�s�age �s f�IG�ws; Tv�e af [Jt�lif�r �ol�� �ode W af�� ��wer Saf�ly �lue �afe�t�r ���n Leq��rrds �aution! Buri�d 1�f�ter �i�e �eR�w ��ution! Burqed �ewer Lln� B���w �nst�Elat�on of d�t�clabl� tapes shall #�� ��r m�n�rfact�ar�r"� fecomm�nc#atior�� and shall be a� clos� to the gra�o as is pract��a! for op#i�num pro�e�tron anti de#e�t�biltty. Allt�w a rrri�ir�ur� of 18 in��es b�kwe�n t�e tap� ar�d th� pi��. P��rt7e�i for w�rk such a� �ac�tf€11, �et�dkn�, b[o��Cirrg, �ate�table ta�c�s, ��d �II ath�r essocaa#e� a�p�r#�e�anc�s r��u�red ��all �� in��ud�d �n tha uni� pric� t�id f�r khe approprl��e k�€d ikam{s}_ D��7 PIP� �l,��fi�111�C: Jo�r�[s s��ll b� w�pet! �r�d lhen ir�sp��tec# f�f pr��efi ir�stalC�tion by if�e ir�s��ctor�. Ea�h �ot�k sk��ll be swc�pk dai1J� and lcepk ���an during �nst�ll�tEan. �#�rti��r��y n€�h# pEug shall b� Gns�alled art al� ��cposed pipc� �rrd� during �ny p�r��d �f work �toppage, D-58 BAFtF�I�►4��5, Yk�ARNIt���, I�N� FI.AC�fV��N: �e��rence Part �� Ganera� �ondi#Eans, ���tic�r� �G�6.8 Ba�ricades, Warn�n��, and 1Natchrn��: A, Whefovec tk�e wbrd 1+V2�t�hfn�n app��fs rn th�s p�r�g��ph, it shakl k�e c�ra��ed to th� u+��fd �'lagtnen. B, In �t�e f�rsl par�gr�ph, fin�� five ��� and srx (�), �1��r�t�� th� pl�rase "�akc� �kl su�h oth�r pre�a�kionary m�as�,r�s"' to "taice al! reasonabla nec�ssary m�a��,ro�". D•�8 ❑��POSJ��. QF �P�ILf�ILL M�TER1�4�,: Prl�r ta th� dlsp�s��r�c� o� �r�y ��orElfill rr�akerial, #he �ontr�clor s��1f �dvi�� the �Ire�tor o� �G�gi�e�rE�g D�partrra�nt, a�tfn� a� tl�e �it� o� �ort 1+1�or#;�'s �E�od �'la�n �dmrnlstrat�r {��A�rni���ttat��"�, �f the locatior� of �!I �ite� where tai� �ontractar i��te�ds t� dispose o� such �naleriaE. �ontr��t�r �t��ll n�t dlspose �f such malerlal urrtal Ihe pro��s�d �iies have been ,d�t�rmine[f i�y #he Adminrslr�#�r lo m�et th� reqt��r��ent� �f t�e �I�od Piaj�i Or�ieE�r�c�� �f t#�e �ily of ��rt W�ri1� �O�dinar�ce l�v. 1�0�6). A1i dksp��a� s�tes rriust b� appra�ed by t17� Adrnrrtiis�ratt�r to �nsur� tfna# lilfrn� ls n�t ooc�,rrir�g wiihir� � flo�dplain wi�hout a��rmit, A floodp�afn �oemi� can be f����d upan ap�r��a� �f nec��sary En�irte�rJng s���lies. �1� fil� perrnit �s requir�d if dl�posal sltc�s are nol ir� a fiao�p[ain. F�pprc�val of �he �onir���o�'s c�isp�sal �it�s s��l[ �e ��fden�e� Y�y � l��ter si�n�� b� th�e Adrrzanisirat�r sfatie�g. that #h� s�k� is n�t ir� a lc�own flo�d �lawn or b� a�I�nd Plain �ili Pc�rm�# aukf�or��ing fill wik�fn #he fl��d pla�r�. �Ir�y ex��nses assacrat�d +r�r�k�� �b#aining th� fl�l p�rrr�ak, ir��ludir�� any ne�e���ry En�in�er[r�g �iudre�, sfi��l1 b� at kh� ��r�tra�t�r's expee�se_ In �h� �ve�t i17�t tl�e ��n�r�ct�r dis�oses af sp�ilJfill ����r�a ��-28 �I��LIMINA�I�Y - F�R IN�'�l�IhR R�1��EW �1��*� - I�Oi �OFt ����'�F�U�TLQ�1 O�t B�DDJhI� �1��� LJ � ���Lil�l� �r���4����33 _ . m�terG�1 at � si#� w�lh�ut a f�N pe�m�t or � kelt�� from ihe �cirr�Mr�is�r�t�r �ppfio�ring th� di�p�s�l si��, up�n r�otiF��atE�n b� ih� D�r��t�r af �r�gjn�e�ir�g Departrr��nk, ��n�ractor sf��ll femove the s�o11(fkN mat�ria� at l#s expc�ns� anci dis���� �ai �ucl� rr��terials 1�7 ��cvrd��ce wi#h the �e�jnan��s �f t1�e �it� �€�� thi� sec�ior�, D-�4 ME�HAI�1C� ATfD MATEF��ALN1Efi�'� LIEN: 7F�� �antr��for shall be requ�red ta exec�ke a ro��ase of m��hanics and mate��a�lmar�'s �fens u�o� r�cewp� of {�a�rm�r�t. ��6'� �UBS�T'ITUTI�C�S; The �p��i�cat�orrs f�r materwa�s sex a�t the mfn�mum sta��ard of quaEii}r ��rh��h th� �ily bell�ves rte�es�ary lo �roc�re � s�#4sfactc�r7r proxect, �lo s�bstitu�{�r�s wi�l b� perrnitled �untGl lhe �onte��:tar �as r�cefv�d wr�lt�n p�rrrti�sian o� the Engine�r �o m�1�� a sub�ti�ution �ar the ma#�ria� whicfi� h�s beer� s�ec«ed. �Vhere the #erm "vr equal", af "�r appr�v�c� e�ual" �s u�ed, it �s un�ers#oa� #h�t If a�a�erial, Praduct, �� p1�c� af �uiprati�nt l�aarin� the r�ame so �sed �s �urnisf��d, ii will be ��provabke. as tha p�r�l��lar �rade �am� wa� us�d fo� the purpo�e of e�tabl�sh�r�g a s��nc�artl of quallty ���apt�ble to #he �i�y. if a� praduck of any ather name f� propas�d far u�e, the ���ir�ear's approv�l #hefeof rn��t �e ol�tawned t��f�r� #I�c� pr�posed substilu#e is pr�c�re� b� #Y�e �o�kra�tor. Wl�er� th� ��rm "or eyuaG", or "or apprtoved equ�E" i� r�at ua�r� En kl�� sp��lfic��lons, this �t�es no# n�ce��ar�l�r exc�uda al#�rr���ive it�rx�s �r rrka���ia� ar ��1J��171�T1� Wh]Ch 1"t'1�� dCC�[1'��115�1 II�L� If1t�f1C��� �UC�J�9B_ W�W�V�f, t�e �on�ra�#ar shal! have the fu�! r�sponsib�li#�r oi provin� ��at #he prc�pas�d substltulior� is, �n f�ct, �qual, and the En�ineer, as tYxe �epfe�o�ta�ive of tY�� �i�y, sh�l1 bo lhe sot� judg� of th� �c���tabiliiy of s�lbsfi��#is�ns. T#�e �ravisE�ns �f �h�s s�bYse�tic�r7 as reEated ta "s�bstl#u�i�ns" �h�a�l �e appKicable to �11 sections o� thes� sp��ific�tEons. D-6� P�E-�oNSTF�U�iL�N'T���1l1�I�N 1h1sP��Tl�i�1 OF ��4h11TAR� �EW�� A. �EN�I�L; Prior to ihe r�c�nstfuclion, AL� s�ctians of exlsting �a�r�itary sew�r l�n�s t� b� aband�rr�d, removad �exc�pk wh�re �elr�g rep�ace� in �ho sam� I�catioe�), or �eha�il�ta#ec� {pGpe ��E�rgement, cur�a-�n-pface pi�e, �otd an� forrr� ����, slMp-line, etc,}, �ha41 ba �a�an��, and a televisiar� ir�sp��tior� �}��0�[T75� �Q ICIB�1�If�1 �fl�f �Cflv� S�4V�{ �E�}�+iG� ���^�F other sew�r I�tefals ar�d their l�c�zi��, W�rk sl�all c�or��is# of �umGshi�c� aN 1�bor. �ake�lal, ar�d �quipme�� r��c�ssary for �he �Ne�ning �r�d �r�spectka� vf #h� sewer 1in�s by m$�r�s of cl�s�d ck�cuii t�le��s�on. ��t�s�actafiy pre�a�il�ns sM�a1� �� lak�n t� p�at�cl E�� sewer lines from darrx�ge tltiat r�ig�k b� ii�fli�te� �� #he �mp�op�r ua� af �lear�ing ��ui�rn�nt. 9. F#I�Fi 1���0�1�`� JET �IiYDR����AhiG�l�� �{.�UIPN1E�1f- Tfi�e h�g�-velnc�l� s�wer I�ne ci�2�r�i�t� equlpme�� shall b� �ons#ru���d for ��s�r �nd safe �p�ration. 7he equipr�tent �h�al� �1sa have a s�lection of two or rr�ar� high���eio��ty e�ozzE��. Tt�e nozzl�s sh�ll b� c�p�ble �f �raduci�g � scourin� act�on frorr7 15 to 4� degrees in a1G �i�� fir��s desi�nated t� be cl�ane�. �quj�me�l sl���I �I�o incl�d� �, high-�e4�c�Ey gun far w�shing and sc�urMng manhole w�rls and fi�or, Tl�e �un s�al1 �� c�pabl� qf p�od�cEr�� flo�n+s fr�m ���e �pra}� to a�alid s�rea�. ih� �quip�nent shal� �arry its awn waxe� ta�+k, a��cilta�y engin�s, p�m�s, ane! h��raulic�liy driven hase r��l. H��r�ulicali�r F'r����l�d �qulpmer�t s1�a11 k�e of a rno�abl� d�rn ty�� and be c�nstructerS In s��� a w�� tha� a�ortion o� the dam �a� be colEaps�d al ar�y tim� d�rir�� �he c�eanir�� �peration to pfiot�ct aga�r��t fC�ading of #Y�e sawer. �he rr���ra�le d�m shall b� ��u�1 in �iam�t�� �ro��� th� o�t�r �eriphery to �ns�re �emvval o� gr��s�. I� �ew�r c�ean�r�g balls �r �tt��r ��u�pm��rk which ca�not b� �ol�a�s�d �s �sed, spec�af p��cautian� to prevent ilo�ding �f t1�e sew�rs ar�d public ar private prope�ty sh�ll b� tak�r�, 7�� fl�w �f �ewage pr�s�nl Ir� th� s�wer Ilr��s shalt �e �,trl���d to pr�vidc� n�c�ssafy f�urd �or h�rdraull� cl��ning devic�s w�en�v�� passi�ls_ a�ar�o � ��-�9 PI�Et��4�JAf�Y - f�Ft I�ITERII�I F�E1fiEW �hl�Y - h1�T �OR ���1�7�t1l��ION ��t BIDDIN� � ���� �- s��ci��. cor����r���s _ _ �. ���ANI�i� P����DUFtE�: Tt�� d�s9gnat�d s�war r�ar�h�fe� s�a11 be cleaned using hi�h-v�elo�ft�r j�t �qtupment. The �quipment shall kre �ap�bl� c�f r[�rt��vi�g d�rt, gro�s�, rock�, sa�d, ansi other rr�ai�fkals ar�d �k�slructa�r�� #r�m th� s�w�r I�n�s and m�n#�oi��. If clear�ir�� �� �r� er�tir� s�ctian cann�# be succes�f�l�y pe�f�rmed irorr� or�e man�oie, ihe equlpm�nt shall be set �� an th� ��ha� mani��l� an�i cl�ar�ir�g again ak�em�ke�. I�, aga'rn, �t��cessful cf��rrin� canr��i be p�ef��rr7�ci or equipm�ht fa�ls to #fav��se lh� er�tir� fn��l�al� se�tiort. it will be assumeti th�k a rt�a�t�r bl�ck�ge exis#s, and the cle�ning �f#or� shafl be a�andanod. When ad�itiort�l q�af�t�tie� o�f water from ��r� hydrant� �s n��ess�ry to a�oid de�a� in n�rm�! v�ror�cin� proced��r��. #}�e u+�#�r sh��l be cor�served �nd n�t us�d u�nt���ssarkl�. �1� �Ire l7ytkranl �ha11 be abstructe� in case of a fire ir� t�� ar�� s�rved �y the F�ydrant. C�ef�r� �sing ar�y water firoRx� #he �ity W�t�r DistrlbutEon ��ste�n, lhe �an�r��t�r sh�ll apply far �nd rec�wve ��rmiss��n fr�m th� W�ter [�e{�artm�n�. T#�e �antr��i�ar �hall b� r�s��r�s�b�e for the water metar an�f relalad ch���es f�� k�e �elup, inc�t�c��ng t�e water usag� bill. A�f exp�nses sha111�e consl�ered �r�cidentaC ta cieanirrg. �. DEBRJ� i��A+1�VAL �1ND DI�PO�AL: All sEu�g�, dirtr s�r�d, rock, gr�as�, an� okh�r s��ld ar semisoli� m�t�ria! res�ll€ng from the cl���ir�g o�er�tlan �Y�all �� �ema�re� at the d�wnstrearrl rr��r�h�l� of �h� ���li�rt ��:ing cleart�d. ����ing rn�t�rial ff�rn mar�h�le s��li�n to manhole section, wY�ic� could �a�s� li��� st�ppag�s. �cc�rrtula�ians o� sar�d ir� wet u�elEs, ar �lam��� pu�npirtg e�uEper�eR�l, sf7all n�� �� p�trnilled. �. 1��f s�lids �r �emis�lid res�il#ir�� fro�1� tl�e c1�2���ng �peE�iion� �hafl #�e r�rrlav�Cl frvrn th� �ite and d��p�sed �f af a site d�sigr��tod b� ih� �nglr�eer. All m�teri�ls shall be r�mov�d from tho s�t� na �e�� afl�n #f�a� at fhe �rnd of ���h workd�}� �r�d di�pr�sed af ai �Yo ��idfilsana] cost to tf�e ��ky. �. �1ND�R hl� ��I��UIVf�TAIV�E �k��E.l. �EWAC� UF� ������ RE11+1�1I�D ����R�FROlU� B� DUII�P�� DfVT� �TRE�1`S �R. EfVTO DIT�WE�. �ATCW 8�1�Ih��T �7�F�M DI�AIN.� OR �AEVITARI' �E1JV�l� ��AEVH(��E�. �i. �EL�IIl�I��I I��PE�TI�N �QIJl�'��Pl�: T�re television carraer� us�d fc�E k�� inap�ction sh�G� be �ne specif cally de�ign�� ar�d car�str���e�! ��r �uch inspactian. Lightin� for [he c�m�ra sh�all be �u9teble ta a11aw a�C�ar pi�k�re af �€�� �ntire �e�fp�e�y of �I�� �ipe, Th�e c�r�era �hall be c�p�rativ� in 100°lo I��mldi�� cnrf�#�€�o��. 7ha ��rn�ra, lek�visia�� manilvr, €�nd �iher co�r�p�n�n�s oi lh� vfci�o s�rs��m shali b� ��pabl� af �radu�i�g ��clt�re quality l� th� ��lisf�ciinn of �ho E�gin�er; �r7�i ff ��ns2�kisfac#ary, o€�u�prrk�flt sha31 �� rerrrov�t� �n�i n� p�yment wi14 be m�d� f�r an unsatisfactary insp��ti�n. B. E?C��IJTIp�i; TE��1lf�l�i� I�i�P���f�fV: Th� �am�ra sF�sl! be mov�d th���gh the I�ne in eith��r cfarec�io� �t � mo�erat� r�,t�T �toppi�g wt��r� r�eces��ry !o p�rrr�Rf �r�per d�c��men#aiian of an}� s�wer �ervice ta��_ �r� no case w�ll lh�e tele�i��ar� cann�r� t�� p�kl�� a# � speed �r��k�r �h�� 30 fe�t per m€r�u��, �ar�ual �rir�ch�s, �ar,wer wir��l�e�, TV c�bl�, �r�d p��+e�ad �ev�rinds o� other d�vi�es tha� dv n�t abstruc4 �h� cam�ra vfew or in#orFer� wi#h �ra��r da�umen#alion shall �e �setl ta move ti�e ca�nera throu�h �fi�e saw�r Ilne. When m�r��xall� �perated wfnctti�s ��� usw,d to p1,a�l il�e kelevi�ion camor� t#�r�ugh lhe lin�, t�leph���� or �#her s�ilable rneans of c�rn�nun��alioE�s sE�afl be se# �p �eiween tf�e two rrr�nfnt�le� c�f CI�� se�kt�e� b�fng €hsp�cted t� onsur� good �o�nmunicatior�s �etwsen merr�bers of tC�o �re+�r. ��ar�o ��-�� PR�1,11�111VA1�1�* -��}R INT�RIM F2EV��1�V OLVL'� - N0�' F�R ��N�TFtU�TI��I OR E�I�DkN� ,� P��T !� - ����IAL ���1�IT1��l� �`he im�orianc� of accurat� dis#a�r.� rne�surement� is �m�ha�izsd.. �111 televis�o� Insp�ction �ride� kapes sh�l! I�av� a fo�#ag� �o�,nte�. �leasure�oe�t for la�atia� o� se�rer saevi�� taps �fi�all �e aba�� graur�d by m���s af �eter �ev��e. �u'.���Cin� or� t1�e �a��e. or #�� Hk�, wt�icfi� woul� ��qu�re �nt�r}�o�a#ion f�r de�lh �� rr�ar�hcrle, will not he aH�w�d. A�cur��� of ti�a distance met�r �k���l b� checf�ed �}� use of a walkin� m�tar, r�tl-�-#�pe, or �t#�er su��able ��v�ce, a�nd the accr,rac�r sha�Gl b� sa#isf�ctary t� tl�e Engjr�oer. Th� �kt� makce� n� ��arar�#�� th�t all �f #�e san�tary �ewe�s to be er�t�r�d are c��ar fc�r �he �assage a� � camora. The m���ods us�d for �ecuri�g pass�ge af ihe ��rr��r� ar� to �e a� th� op�ion o� the �c�ntra�tor_ Th� cos# of re#risvJn� t�t� i���vision cam�ra, und�r a�l �krcums�an��s, when it �e�om�s I�dged du�ing ir�s��ctian, sF��ll b� �n�Ed�n#a1 �o iel�visian ir�spectioe�. �, DO�I�f�+1��1Tl�Tl��l= Te�e►�i�lon Inspecti�r� L�g�: f�rin��d io�atton records �hall be k��t �� tl�e ��r�lractor and will ����rEy sh�w khe ko�atfon ir� f�lation �o ar� adjacer�t mar��ole of �ach se+�c�r s�rvice f��s ��s�rv�d du�in� inspecti�n. fn ar�dilior�. othar poGn2s o� si�nlrticar�c� s�,ch a�s ioca#i�r�s of u��,�ual con�i#ion�, r�ats, st�fim s�v��r cc�nnec�lor�s, brok��r pipe, preser�c� �f sc�l� and car�osian, and otl�er d��c��ni�Ee Feat�r�s wsll �� �e�cor�e�. �nd a�op�+ of such r�cords �rill �e sup�lied to ii�� �ity, 3, l��iDT��RAPW�: televisian plcture Er�gin�er, as lor� a�erati���. lr�star�t �eveloping, 35 mm, ar a�her �tarrdard�skz� pkto#ogr�phS o� khe �f probjems sh�l1 be talcen b�+ 1he �o��t��ctor u�o�+ r�qu�st af #he � as such �Mo#ogra�hing d��s nat Interf�re wi�t� #h� �on#ractor's 4. �IID���Af�� RE��f�DIN��: 7i�e p�rpa�a ofi ia�� revording s�all b� ta st�p��� a�asu�� a�d �udio re�ard of �roblem areas af the �in�s #ha� may be repla�ed. Vid�� tap� r��arc��r�g pla�back ��a�� be �t the same s��ed tt�at it was r�c�rded. 7�e te1�vE�iqn tap�s shakl I�� �urnished to �1�e �ity for r�vi�w imrrtediat�l� upon corr�pf�#i�n �f t�� �elev�sion i�spectian an�i ma�r 1� reiai��d a rnaximurn af �0 calend�r days. Equipm�nt s��11 be �ro�ri�#�r� t� the �i�}r �y th� �ont�actor #�r rav�ew a# the tap��. �apes wiGl be returned t� the �an�r�ctnr upar� c�mp3etior� of r�vi�w� b� iF�e �ngine�r. 7�pes shall not #�e �rased w��houk tkt� �armissian �f lhe ��g�neef. lf t�� tapes ar� �f �uch �oor qu�li#y #hat �ft� �n�ir���r Es urrable tt� �valu��e #h� con�il�an �f #�le sP.w�� IIII� O� �� IO��I� SeI�ViCe �OC1�1ECtlO�lsr �k�e �or�i�`�ctor sh�il b� required t� r�# teE��rs�e an�4 pr�rri�o a go�d lape of �he �i�� at no a�dktl�na� �ost to �I�� �i#y, �f a good #a�� c�r��o# b� provi�ed of suc�r qua1if� t4��t c�� b� roview�d b�r iFt� ft�g�ne�r, no �aym�nt for televwsi�g Lhi� �orkion s�ai! b� rr�a�e. AEso, n� �aym�r�t sha€I be rnad� far p�rllons of 1fn�s no� ke���is�d ar portians �r�ere manl�ol�s c�a�e�ok b� ne�oiia�ed wlt� the lelevisi�n camera. 7k�� TAP�S �M�1Ll. �� ��Bit+11`TT�� 'C� TH� E�+1�1iV��i� i'F#I�R T� ��i��TR13�710�! FQR REVGEW AiVD �LT�RM1N�171�h! �� �A�S. l�pon c�mpC�ti�r� af r�r�i�w �f #he tap�s by #he Engl��e�, lhe �or�lracto� will he n��if[e� as to which sectt�n� at trie san�#ary sev�rer a+� to �e carr��te�. Tapes w�ll b� rett�rn�� t� the �orrlra�tnfi upan �ompleti�n �f reV�ew bp th� Er�gine��, f�l� c��l� ass��ia�ed wi#h thi� w�ek st�all be ir��id�nt�l to +�nit pri�es bi�l for ik�ms und�fi TeM�visE�n 1nsp��f�an o� �he Pr��osal. �,�r��roo ��-� 1 PF��LIf1+11f�AftY - FOR 1N�'�RIl�1 R��k�W ONLY - NOT FOFt �O#��TF�U�TI��I �Ft �I���NC P�1�T D � �1���IAL C�iVDlTI��I� �. P�1fN1�hlT �� �LE�1�lIN� Al�C7 F'�2E-��h1��RU�TI�Di� TEL�VI�i�� �f��P��TI�IV �F �A�h31T1�€�Y ���NE��; The co�t fior P����onstru�tiar� �I�an€r�� �nd Tel�visior� lr����ction �f s�nitary se��rs sha�l �� �e� lin�ae �o�t of s�wer actualp� �e���iserl. 71�� �ont�actor sltiall prr�v�d� t�� Er�gin��r w�tl� ta�es of a�uallt�r tha� �ho parti�ular p3�ce �f sew�r c�n t�� readiky eval�ra#eci a� to exi��in� sower c�r�ditkons an�! for providin� �ppTopr�ake rn�ar�s for re�rEow of �ha ta��s by ihe Er�glr���r includln� c�ll�ction and removak, transpart�tic�r� and c�ispos�l of ���d an� �ebr�s f�m lh� �ew��s t� a legal �urn� skta, T�I�viskon insp�c:tlar� s#��li i��iude ne��ssa�y cfeanin� �hydra�lic �el or m�char�ical �lear�er) t� provi�� �icfo� Ima�� re�uir�� for iir�s anaf�+sis. The �rir��ry p+�rp��� o� cl��ning I� for te�e�rGslar� Inspectior� �n� reha�lli#atior�; wfi�en a���lon of a I�n� i� no� o� cann�t �e t���vi��d or r�h�bitit�,ted, #�� ��e�r�i�� �f lhat �o�ki�n �f Ifr�� s�all ba inc���n�al and r�o �a�m��t shal� b� �a�e. The �ify ma�€es n�o �u�ra�tee tha# a11 0� ths ���rit�ry �ewers to be er�tered a�� cEe2�r for t�e p�ss�g� oF ��ame��, 7he mstYrods u�e� ��r securing p�ss�g� t�� Ih� c�mera are ko be at lfi�� optlor� c�F ti�e �antra��or. and iFr� �ast� �ru�t �e in�����d �r� ihe bid p�lce for 7V irrs�ectians, The cost of rot�a�vir�� lt�� N��m+�r�. und�r �I� caec��nstae�c�s, w��� i� b���me� lodgeti durfng in�p��li�r�, shali b� it�cidental to T11 Ins�e�tior�, 1`h� It�e� shal� �Is� fn�lu�e all �osts af ins��l�lrrc� and rrr�lntalning arty #�yp�ss pum�air�g r��u�red tc� �rav��e reliab��, re�ulaf S�W�r Se�1rk� �� ��1� �CE2� 1'�Sid�rlts. All b]�p�S� pUfi1'Iprfl� shail be incld�ntai to the �roject. U-63 VA�UUIN 7E�TIN� DF �ANI�A#�lf ��WEF� MI�NWDL�"5 A. �E�ERAL: Ti�is item sh�IM govern �he va��rum t��kin� a� a11 n�wly constructed s�ni���y �ewer rx�� rrl�ol es. B. �X��IJ�I��: �. TEST �����DURE: sY��l1 be pl�g�od, and �ri�r �� kestirxg, i�a�halas s�all be t�sted with ��I canr�ectiar�s ir� pla�ce. LEfI E�ates a[i �mp-eonne��ion� �r�d gas s���En� c�nn�:c�ior�s sh�a�l� be �r�stall�d �h� sewer I�nes en�o�in� th� rn�n��lc� ��al� �� plu�ged and bracod t� �r�ve�rt li�e plugs frarr� b�ir�� drawn fn�o tk�� r��n#�vl�, The pl�gs shall b� in�#aU�d fn #he Il��s bey�rtd th� dro�-c�r�nections, g�s �ealir�� cannec�far�s, �kc, Th� t��l I�e�d sh�Il b� ql�c�d ins�de t�e �r�rne �k th�e i�p �f th� en�nhole and anf�aterl in ��corc4an�e w�t� the �nanufaclur�r'� r�c��nmer�dallons. A� va�cuurrr of t�e� inch�s a� m�r�urY {�}�"'Hgi sh�ll b� �rawn �nd kl�� vacuum purr7p wi11 be tur�e� off. Witi� tk�e vaiv� cl�s�d, kh� �ev�1 of �ra�U�rn al�all be read a��er �he r�qui��d te�� ��rn�. �`#�e �aquired tes�� ��m� s�all b� determin�d fr�m t�� T�bl� I below ir� accorc�arrc� wi�h A�T�VI C��44-�3: �ablc� I N111�IMU�11 TIN1E REQUIR�D F�Ft If�4�UL�hfJ aFtOP o� 1�� I�� {��'"Hs - �"��1 (sE�} 1��pth of �,+tF�, 48-Inch bi�, ��41nch Dfa. {F�, � A+1a�tihote �l�nh�le r�arz�rroo SC�'�� _ _ I�RELIMIN�IRY - FOk� lNTER�M �tEVIE1N �NLY � 1�1�T F�R �ONSTRU�TI�N OF� BFD�f�Cx � �J�11�� � - ����riJ�lR. �r�1��4���IVx7 Ox�1�' '48` �0' +�y+Se t f� ��{ � fi' +�� r ��` �ar Eac� Additior�al �' �0 seC, 4� sec, �� se�. 5� s�c. �� S4'C. B4 sec, �9 s�c. 7$ �EC. � se�. 5� S�C. �� sec. �� se�. 7� s�c. �� SOG. �� S9C. 9'f se�. �S S�C. fi se�. �. A���p�`,��1��,: The rna�holo s�ail b� �o�s�der�� ��ceptabl�, i� tk�e drap in the �avel �� �ra�uu�r� �s ae�s tha� or�e�ir��h �f ��rcury (�'� yg} aft�� the re�uirad #e�� t�me, Any n�anl�ole �,vhi�h f�As to pass #h� in�ti�l te�t must be r�pair�� with a s�i�able �aterial which cvnfarms t� #�� �or�st�uc#ion m�teria� a� lh� rn�rihole, Th� rrra�r�oje sl��ll �e r�tested ,�s c�es�ri�ed abave unt�l it has s�,c�es�f�lly �a�s�d ti�e tesk. Fa�lawi�� �orr�pl�#io�r of ��ucces�fuM tes�, t�e ma�hole s�iai� be r��#o�ed t� �ts n�rrnal CQfl�ktl�i�. all tomporary pl+�gs ���11 #�e r�mov�d, akl �races, e��iprr�e�t, ar�� d�bris �I�all be rern�v�d a�� das��sed �f In a r��nner satasfactory ta th� E�glna��. �. P��'�I�hlT: ��}��n��t ��r vacuum #asting oi sanitary s�w�r m�r�t�oies sh�ll t�e �ai� a� th� c�ntract �rica p�r each vac�um test, 3his pric� sh�1M f��1�de �11 rr��tett�l, labor, equipm�nl, an� a11 inci�en��ls, inciuding all �rypas� pum�i��, r�quif�d t� camplet� #h� #est as ����k�l�d Y�e��ln. D-f�4 BIFPASS ��.IhfiPIN�: Tt�� ��n#eactar �haN b}�pass th� seuvag� ar��n� lh� s�clion or sec�io�s of sewor t� b� reha�kl�tate� arrd��r r��kaced. T�� �y�ass sharl be ma�e by plugging �xis#i�g �pstr�a�n rt�a�h�Eo and pu�ping the s�waga into a down�t�arn manhole a� ��ja��r�k ��sle�rr �r �tl�er �n�kh�d as may �e a�pro�ed by #he Engin�er. Tr�� pump �r�d bypass lir�es sh�il be �f adequate �apac�ly and s��e to handl� the �lo+�r w�ll��ut s�wage �ac�cup �ccu��kng �� fa�ilwtiss c�nr�ect�d ta the sew�r. Peavisfons shall be ma�io at de�v�wa�rs and street cro�sings t� permit saf� vehic�lar lra�+el wilhaut �nkerruptir►� ffow in t�� b�pass ���tem_ Un�ier no circumstances �v�ll �he �ontra�iar �e ��rmfit�d #o �Ischarge sewa�� int� #h� tr�ncl�ss. �'�ymer�� st�alk �e Incid�r�ta1 �o �eha�ili#alion �r r��la�emet�! of the sewer li�re. D-fi5 �D��-�OlV�T`RU�TI�N TE��1ll�lpf�h I[V�P��T�ON OF �Afi#17ARY ��IN�i�; A, ���J�f��; After �ar���rucl�ar�, A�� se�tiae�� �f san�tary ��w�r lines st�aEl have a telev�sion ins�ecti�r� perform��. Wark shakl co�sist �f f�rr�ishin� a11 ����r, mat�ra�l. and equlpm�nt ne�essary for ins���li�n of the �ev�et ilnas b� means af cEose� circuk# t��ev�sion. �atfsfa�#ory precaut�ons shall b� xak�� ta prot�r,t lh� s�w�r lines feom �amage t��t rrxight b� ��rilicted by the impro��r �,se �f cl�anin� ���kptr��nt, B. TEL�VI�IDkxl 11V�P��TI�iV EQU�P�C�iVT: The ��I�visi�n camer2� �sed �or th� kn��ection shaG� k�� o�e sp��ific�lly d��i�n�d �n� constru�t�d �or s�ci� ir��pe�ti�n. �ighting foe t#�e �arr���a �h�Gl be vper�live En 1�0°l� k�ue�idit� �an�itiar��. 1`h� carn�ra, televl�io� monitor, and ath�fi compon�nts of th� vid�� s�+ster� si�all �� c�pabl� o� }�toduclr�g pi��ure q�,a11t� f� tl�� �ar2���� 5��3� Pl�ELIMIIV�4F�Y - FOR I1�'f�RILI� RE1�I�W �NI�Y -�1C17 ��R ��#�STRU�7�ON QFt BIDD�h1� ���� � - ������� ��rv��rr�rv� satlsfa�#i�n aF the �r�gir�eer; �n� if u�satisfa��ory, �quipm�nt sha�El �� r�mov�d �nd no �ayment wlli b� rna�� for �n ����atisfa�tory ins�e�tlan. �, ����LlT��f�: T��.�Vl�k�fV IfV�PE��`i�N: Tfte carrre�-� ���II b� mov�tl th��u�h th� Ifne ir� aith��r dlr��t�on a� � mo�erale r�t�, sio�p3ng whee� neoessary to p�rmit ��oper do�urr�er�tati�r� of any s�wer servi�� t�ps. �r� n� r:�se wi1E lh� teaevlsla� ca��ra b� �ulle�l at a s�eed g�eaker th�n �0 t��t por mknr�t�, �ulanual wlr��hes, pO+N�� +NIIl��1BSF TV �able, ar�d �awered �ev�rin�s �r oih�r d�vi��� kfi�� do not ok,struct� the carnera r�lew �r in#�rf�r� wit�r pr�p�r d�cumer�t�ti�n shall b� �sed t� mov� tha �a�nar� �hro��h �I�o �ew�r line. When manu�l�y o�er�t�d wi�c�e� are used k� pu�G #Y�e t���visla� �amera lhr�u�� the �Er�e, telep��rres c�� other suita�le rn�ans of commu��c�#ko�s �1�all �c� �et vp bekw��� #he two ma��ol�s of #he ���tion befn� ie��p��ted kr� er�sur� g�ad commu�i�ati��rs b�twa�n rneenbers vf the cf�w. 7hc� E��roarEa�ce �f �ccur2�t� c��st�nc� measur�rnen�s a5 �mpl���ized. All ��levi�i�n insp�cti�n vadao tap�s sh�l! ha�� a faatag� cou�k��. f�leas�reme�t for l�c�tl�n of s�w�r s��+i�;e ��ps s#�all be a�qv� g«�nd i�y+ me2�r�s oF meter devi��. Nfaricfng �n lh� cah�fe, or t�r� ilk�. vuhich wouCd r����ire int�rp���tion f�r �ept#� of rn�nhol�, will i�ot b� allav���l. �4cc�racy �f thc� dista�rco �r��ler �h��ll b� choc�Ced �y �se of � w�lkin� meter, rofl-a�fape, or o���r �ull�bl� davice, and lh� a�cur��y s��ll b� �atlsfa�kory t� the �r���nea�. T#�� �liy r��ke� no guarar�#e� th7ak al! of tF�e sanatary s�wers k� b� errterc�d ar� �I��r for the �aas���� of � carn�r�, T�e rt�e#rfotJ� us�d for s�curir�g p�ssac�e �r� the carn�ra are to b� al th� c�p�+on �f !#�e �ar�trac#ar, The ���t ar retei�ving tk�� TeGevision c�m�ra, undsr all cGrcum�#ance�, when ft b�c�r�-�es lod�ed dur�r�� ie�sp��tis�r�, shali be irr�id��tal to T�I�+r�sion �nspectian. �anikary sewer main� ��7ust �Se la�ed wvitF� �n�+�gh +n+ater ta fill �II I�w pant�. T�e tefe�rksiori insp��t�on must �e �or�a �rnrr�e�i��t�ly f�llowin� t�� lacin� of kktie rn�i� wit�r na water �law. �f sew�r is ��kiv�, fl�w �nus# b� re�tri�t�d �o pr�vide a��ear Ir�a�e of sewer l�eing �r�s��ct$d, �. �O��M�h17�71��: T�Cevi��an In�p�ckfon Lac�s; Pr��tcd Cocatior� r���rds �Ftatl �� k�pt by �I�� ��n#r�ctnr �and w�ll ���arly sh�w lh� l�c����r� in rclati�n to a� ad�ac�r�k manhola �f ��cf} s�w�r s��vG�e iap €��s�rvcd du�ing if7spe�flan. �II tel�vrsion lo�s �h�ll be refcr�rtce� to �ta�ionrng �� shown on th� �lar�s. A��py �f fl�ese #�levisio� Cogs will b� 5uppli�d �o �Y�� �l�y. �. F�10TO�RAPH�: Inst�r�t dev�lopir��� �� rr�m, or other stai�dard-si�� p�otogr2�phs of the lal��i�ian pictura c�f prt�t�lems ����I �e tak�n b�+ #h� �antraetar upor� raq���t of the ��gir�ee�, a� long �s such phat��ra�hing does r��t i�ker��re wikYt t�e �anlra�t�r'� operat��ns. 4, �fl[J�O�'AP� F2E�ORDi�J�S: �hc� purp�e of t2�pe fec�tding sY�ai� b� tc� suppl� � vi�u�l a��f a�rdia r��orri af problern �r��s of f�e ilrre� kha�t rrray be re�layed. Ili��c� i��e recardie�� play�a�k s���ll be at th� sa�n� s���d �ha# �t ►�r�� r��ord�d. The t�levision �ape� sC�afl �� f�r�r'rsfled �� �he �[t�r for revi�w �rnr��diatal� ��pnn comp��tforr ❑f th� t��evi�ion Inspe�tron �r�tf r�r�y be r�t��ned � r��xirrr4irr� of 34 ��I��d2r d�y�, ��ui�rnenl �h�ll be pr�vid�� t� �r�� �ik� by Ihe ��ntrac�r�r f�r r�vlew �# k�re tap�s. T�p�� vuill �� re#urned ta oa���r�o ��-3� -_ PR��IMINARY - FOR 11+,1TERll�+a R�1If�W �I�L�' - NOT �DR ��1�+1��RU�TI�N �� BI�}DINfi f"�� 1 L� - w7��Lr��� �LJI V V1���!`�� lho �antract�r upon c�mp�eiia�r �i revlew by t�e Engins�r. iapes sh�a11 s��t �� er���d v�lkho�l tl�� p�rmis�shon oi the E�gineef. 1� the tan�s ar� of �u�#� �o�r c�ual�tv th�t [k�� En��r�eer is u�at�le t� eval�a#e th� c�n�i�ion af tl�� s�wer llne �� #n 1����� �ervic� caflr��ctians. ihe �or�tr�ctor �h�ll be re�uire� to r�= te�e�lse and n��vlde � ao�d #an� of #�re Ilr�e at rto additlonal �ast ta tY�e �itv,. If a g�od t�po �arrr�nt b� pr��id�ed of s+�c� �uailky thak can �e revi�wa� b� Ehe ��gir�e��, n� ���rm�nk for t��orri�ing t�r�s ��rt��n shall be r�rade. Alsa, no p��me��t shail ba mad� f�r �o�#ior�s of lir��s n�x #eC�vis�d or porls�r�� w���e rr�anFi�les can�ot t�e n�gotEa��d �+ith th� �el�visio� cam�r�. C�. PAYNIE�JT �� PO�T-��h��TRU�TIOhI 7�'��1�1�1��1 i�l����TIQN �� �l��IT�lf�l� ��Vti1ER�: "Ch�� cos! Fc�r �os�-�onsl�u�#�on Teie►�isi�n Ir��pectEo� of sanit2�ry s�wer� sh�l� b� p�t Ilnc�a� f�ot of sewer fo�evised, fihe �ont�a�tor s�alE �rovide lh� �r�gineer wlkh tapes of � �uality lriat tfti� ��r�E��,l�r pfece of sew�r can be r�adiiy ��alual�d �s to sewer condkx�ans ar�d f�r providir�g appropri�#e rnear�� f�r revr�v� �f #h� �a}�es by the �r�gfr�eer, T�te�+isi�n insp��#ion sh�l� irrcEutle n�cessary c€ean��g {I�ydraulr� �et ar me�hanical �lean�r� to pr��+ide vicl�� �rraag� re�uEre� �or 1lr�e a�n�lysis. Tt�e c�uant�ty af �1l ins��c�lan s��A k�e �rr�asur�d �s the #o#al ���gth �f r��+u pi{�e ins�all�d. �+�I c�sk� associa�ed vuitl� this �v�r1� sha1M be incl�ded 4�} th� appraprl��� #�id item -�'��t���nst�uc�'r�n T�1evE��or� Ir��p�ction. 7he item sh�li alsa include ali �osts �� ln�ta�ling and rrtaintaining ar�� b�p�ss pumping ��qui�ed ta provi�e relisbl�, r�g�lar s�wer s�rvi�e t� the ar�a residen#s. �411 ��p�ss �umping 5h�11 be ir��ident�l ta t�e p�'�j�Ct_ D-BB �AI�IP�E� A��li] QU�4LITY �OTl7��l. TE�T�h1�: #�. i'he �ontf��lor s1�all �umtst�, �# its �wn ex���s�, certifc����r�s k�y� a �rivate �a�arstory �o� �11 m�l�tial� �eo�ose� �� be u��d vn trie pr�j��t, �nclu��ng a fnix desigr� �or any asph�l#ic andlor Portl�r�d c��n��� car�cr�le ta be �s�d, and gra[f�tio� anaE�+sis f�� sar�c! a�d �r�sher� st�n� �� be use� al�ng wltl� the na�ne �f kh� pil Fr�m which tkte �nat�rial w�s ialc�n. The conir��tar shail prov�de rnae�������r�r's cer�i�i�attor�� for asl rr�ar�uiac�ufed i�e�� to be us�d in �Y�e �roj�ct $nd will be�r any e�tp�nse rel�#e� #�er�to, B. Te��s of the design C�n�re#e mix sh�l1 b� rrtad� �3y the c�lli��c�kar's I�b���t�ry �i �e2st nir�� days pri�r t� �he p�a�ing �t c�r�c�ete usin� the same �ggr�gat�, c$mer�t. ar�d mortar v�Yr'rcl� ar� ta b� �s�� I�ter in tl�e con�r�te. 1"ho ��r�krac#or shall prov��� a� c�rtified ca�y of the tes� resu��s ta kh� ��#y- �. Qu�iiEy co�lrol k�st��� o� ie�-�f�ce rrrater[al �n fhis projec� will b� perforrr�ed b� the city a# Its ow� ex��n��_ �ny r�testir�� requlred a� a r�sult of �a�lur� of the rna#�ria� to meet �roj�ct spe�i�«a�ions wi11 �e at the exp�nse o� t1�e contracto� ar�d will b� ��lle� a# comrrx�rci�l rat�� �s ciete�m�r��c! ��+ #F�e �ILy, The fai��ir� �f tY�o �ity tt� rnake �n}+ t�st� �f rt't�E�ri�1s sl���l �n e�o way reliev� #he corrlractar ai G�s re�p��sibiHt� k� furni�h �aterlal� �nd eqt�kprr��nt conforrnir�g ta the r�qulrernerrEs of the c���tfacl, D. �lo# 1�s� than �4 hours notE�e �ra1M b� pr�vi��� t� the �itp by tfi�e ��ntr�ctor for ��erakior�s requrr�ng tes#in�. �`h� �or�tract�r sha11 �ro�rtd� ac�ess ar�d trenc� sa��ly s�stern �if ra��fr�d} f�� t�+e si�� t� b� lested, �n� �r�y work aff��t invalved 1� ���med to ba inciuded ir� lhs unit pn�e f�r #�� i#em b�in� t�si��_ �a���o S�-�� �R��.IMl1��4Filf - FOR INTERIi�A �E'VIEW OfVI�Y - h#07 ��R �ONS7�U�TI�N �R Bl�l�i�l� ���T D , �P���A� ��IVDiT�C�I�� - - - - __ - �. The ��ntra�for s�ra�l prnvRde a co�� a� #�,� �rip #�c�Ce# �o� ea�h I�ad of fli rrtat�rpa�l delRverer� �o t�re Job �Jl�. T�te #Icket sh�ll spec�fy fJ�e �rame of �tr� p�t s�ppl�fr�� #he fl�l nna#erial.. D�S7 ��I�1PO�R}� �RO�IO�l, S�l7F�E�7', AND �Y�IT�R PpLl�llT��N ��N����: �4. t�E��f�IP'�IO�l� `�has iterr� �hal� cansisi �i t�mp�rary so�� er�s��n �e��m�nl �r�� water paltulion ��r�t�•o! m�asures r�e��ned r�e��s�ary �y t�e �r�g�ie�e�r �or �h� dura��on o# t�e c�niracf, T�es� con#rol rr�easures shal! at r�o tirne b� us�d as a su��tit�,�� ��r lh� perrnanenl �on�rol �e�sur�� ��i�ss al�erwise ��re�ted #�y th� �rrgRr�e�r and t�ey shall r�ol in�l�rd� rr�����,r�s ��k�n by il�e ���IT��,��-��q to control c�rticii#por�s cr��ted �� I��s �onstru�tRon ope�atR�r�s. TJ�� t��-rxporary rn�asures �i��ll incfude cfikes, datns, b�rms, ���tirner�k �a��ns, ��e�- rnats, j�t� r�e�lin�, t�m�orary s�erling, s#raw muMch, as�halt rrrulch, p���t'rc lin�rs, ru�bl� ��►�er�, ��led-ha�r retard�, c#ik�s, sl�po dr����s �rrd �kher c���ices. �. �0��7R1l�Tf�1U I��QUIR��ENT�: The Cn��ne�� has t�re authorit� to d�fir�� erc�di�lo ��rth �r�d li�e au�#��rity fo Nmi# the �urfa� �r�a of ero���le-e�r�� materi�! expose�i by pr�p,�ring ri�h��-oF-way, �le�ri�rg arrd gru�bir��, kh� s�,�face area� o� eradlbie-sarth rn�teri�l ��cpos�d by exc�+��tion, borrow �n� �o dfr��� tha ���lT�A��`OR to pra+�a�fc� terngor�ry pvi�ution-�antrol m�as�rre� ta �re+r�nk car�larxrirtakion of adj��ent streams, �l�er water c�urs�s, �akes. p�n�s ar otf�eF �r��s of w�#�r �mp���ndmer�t, �u�h war�c rr�ay �nvofve tl�e cor��tr�rclior� �f tvrn�arary berr�s, di�c�s, �iarr�s, s�d�rr►r��t b�sir��, sl�p� dr�ins and us� o� �err�p�rary rnu�ch�s, mats, �ee�ir��, o� olh�r ��ntro� de�i�es or m�tt��c�s dir��ted b� �#�� ���lneer �s r�e�es�ary to �arrir�R sarl �ras��n. Te�mparary p�Jf�tEorr-�orrtr�! rn�asures shall b� ��sed ta pr��ren� or cor�e�# erosi�n t#�al ��y devolc�� �urir�� c�r�stru�flbr� prior t�a ir�st�ll�f.ior� af ��rrr����±�t ��J�uEfor� COG1�fOC ����U��$, bu� a��e r��t asso�rat�d wiCh ��rm�n�nt �o�tro! fealur�s on the peo�oc�. ihe �r��i���r +n�ill �Imat t�� �rea �f pr�parrn� righ#�c�f-w��+, cfe�ring ��� �r�bbi�rg, e�����ti�n an�l borraw lo be �rap�,rt�oer�! t� 1��� �����p,��OR'� c���bifify an� f�rri�h gr�d�n�, rr�ulchirrg, seedir�g, and ot���r s�ch permara��t pa��t�i�rN-car�l I�m�s�rr�� ��rrent irr �cco�r�ance �r�th tF�e acc��t��f sched����. ��c����d s�as�nal cor�rfJlion� rn��� ��ch Ilmila�a�r�s ur�realis�ic, tertzpor�ry s��l,erosi�r�,c�rrtr�l m�asures shafl b� performed as dire�t�d by Il�e �ngir�e��,. 9, �V�sY� or dJsp���! �reas �r�� cor��tru�:t�ar� ro�ds sf�al� #�e �acated ��cl oonstr�,cted �n a manr��r l#�al w�H rninimFz� khe amour�i of ��dfm�nl er�t�rir�g stte�rns, �. +l4�h�M� uvor� areas �r rr��t�r�al so��ces aro E�cated i�r �r �d}�c�n� lo live str�arrrs, suc�r ar��s s���l b� �epar�te� ��orri tha st���m �y a dElce �r �ther b�rraer ko }��ep s��lim�r�k f�o�� �rNt�ri�g � fiowRr�� s�rea�, �are sF���l b� t�kerr dt�rang �h� cor�s�ru�tio� �rzd r�rrrav�l of �ucf� b2�eeiets !o m�nirrri,�e th�e m�ddying of � st�e�rri. 3�1�� w�terwa�� shafJ J�� �learc.d �s so�n �s pr�cfa�ab�� o� False wt�rk, pfiJn�, d��ris or oi��r obstr4�ct��ns ���ced clur�r�g �v���ruct�on o��r�tla�s lhat ar� r�ot a par# e�� !h� ff��shod work. �, T�e �on��rac��r sh�ll tak� suff��f�nk prec�utiorts to �reven# �olt�kio� of �tE��ms, lak�rs and r�s�rv�irs wi#Fr fu�1s, oll�, �irum��s, cal��urra c�rfori�� �� o#�er harmful makeri�Es. H� sl�afl C��dl�ct &nd ��h��ul� �11� o��r��iorl� so as #O �VUId Or f171�irT1l�� silt�lt�o� �f �t���rr'ES, aakes �nd r�s�r�rc�irs and to av�id Fnterfer�n�� w[tJ� r���vement of �nigr�rt�ry �3��. �, Ilrf��SUR�NIEN7 A�lq �p,Yf���T: �!I w�rf�, rr�ater'r��s �rtd equ�pmerrt nec���ary �o pravide t�mpc�rary ero�ian �ar�l�rol ���II b� con�ic��r�d s�bsidia�y to t�e cont�2�ct �rrd n� e�clra pay wifl b� �i+r�n for this wo�k. �ar�f�� S�-3� — -- — _ . �R��IM1�1�11�1' - F�Fi fNT�Rli41 F�EIIIE1rV Q�I�Y -�pT �OR ���FSTRI���I�� OF� BiL]DlJ�l� P�4�T D � ����4AL ���1�1TI�i�� _ � D-BB lNGR��� A�1� �CF�E��f��9TRU�TI�N O� �4��ESS TD DF�IVE�: The �on#rac#ar shai! �rovide In�ross and ��ress to lh� peo�e�ty ��ar�g ����s�d by #his ��r�struc#�an �nd a��ace�t pr�perly w�en c�nstf��xi�r� is nat ir� progr�ss �nd �t n�ghtt. D�ives �h�1i b� le�k �cc�ss�ble �i night, �r� w��k�nfls, and �+�e��� h�Ga�ay�s. ihe �or�lr�c#�� sl�all conduct hi� �ctivitles �o mini�n��e �4�str��klt�� of �cc��s �o driv�s ��d prop�rty du�ing th� prog��ss of �oe��t�u�ti�n. hl�ti�cation �hall Yre mad� to an owe�er {��ior to h�� drivowa� b�ll�g removed art���r �ebu�l#, p-f9 PFt�TE��'I�[� OF TREESk �LANT� A�1� S�It: A111 �ro�e�ty al�r�g and adj�ce�t ko ih� �antr�cl�rs' opera�lo�s ie��lur�ing ��w��s+ }+ard�, sl�rubs, �t��s, etc., 5h�ll l�e {3f�aenr�3[� �r restarO�i afier compl�i��r� o� t�� w�r�t, t� a conditiar� �q��� #o or be��er than sx�sted �ri�r t� s�ari vt w�ric. Ar�y trees or oiher la�d�cap� fe�kure� scarred o� damaged b�r the �onkrta�#or's 4pera��on� sY�a11 ba f�st�red or re}�I�c�tl al #h� ��r�tractor's exp�nse. Tr�rr�rrking �r prur�in� to facllatat� t�ra w�r6c wilM b� ��rmitted �n�� b�r ex{��rler�c�d w�rkrr��n tn an a�pr�ve� e�+anner {No trlmGr�i�rg or pr�ning watha�# #�ra prape�ty aw�ars' cons�nt}. Prur��d 1i�bs �f '�" d�arn�tef or larger shafl f�e thorough��+ l�e�tfl� as ��an as possibte wi�t� a€�e� w�u�d dre�sing. D-7� �IT� RE�T�I�ATEON: T�e conl�a�tar �€�all be res�vnsible for r�sto�ir�g tF�� s1t� t� ar�ginal gra�e and ��ndlkion aft�r completian �f l�E� oper�kEqr�s sut�jsct �o appro�+a�l �f #ha ��g�neer. Th� ba�i� f�r �p�rov�M b� #Y�e �r�glna�� wi11 b� grade �est�ra#ian to �lu� mir�u� o�e- tenkh �0,� } �f a f�ol, p-T1 �I�ll �F �4RT WOEtTF# S�A►T�IDARD PROQU�T LI�T: Propc�5ed produc#s submitted Gn the �ld documents �nus# ap�e�r in t�re Cat�st �ity of Fort UVorih �ta���rd Ptadu�l ��st, ��r khe �id t� b� c�r�s�d�r�d r�spons�ve. �fiaduck� an� p�oc�s�es �i�ket� �n ihe "�iiy af Forf 1NortM �t�ndard Prpd�ck �ist, ��1aN b� �oe��ider�d to me�# ��t�r of �ork Worth minimurn #e�Y�n�c�l r��ui�ernents. ��72 ��'�4TE R�V��.1lIN� �l.M�+iD ��F2F� R�QUIR�I�i��l��: �h�� pr�J�c#. fn �ddi�lon to 5ta�dard �iky of �o�t Wo�kh r�quir�R-n�n#s, may in�+�ive �ertain �t�ta req�ir�me�is. These �equGremenls. If appil�abie. are �ro��d�d tn the f�l��wi�� d���r�e�#s �nd should #horau�Mi� �� r�v�e�rv�d ar�d compl�Ked by �h� oon#rac€�r, �h�y 9n�l�tle: 1. �1i tt�e T�me oi �an#r��t Da���n��t �xocution . �D-'E��-��ntractars �1�t o� �ss�,fanr� . �!�-iQ4-ResaEutio�+ 1Nork r��uir�d t� c�r�fnrm #o ihese r�q��re�nerN#s �ha�1 b� �a�sE�ereci ���s���ary �r�d n� �xtra ��Ym�nx wltl he rrEade. Ti�e �RF �ec��iremer�ls �re include� In A�p�ndi�t �1. D�T�� 7`�R.s[���,. �f��}��',�r������l����iw�i'�+����iu,��; �`n1� �t�m sC�au be p�rF�rn,e� �r, �ccordar�c� wit1� t�e �i#y of Fort �artih Ps�ks and Coir�muntty �enric�� Dep�rtrne�t ��r�cl#�c�li�r�s f�r i��soi�, ��dding and ��edrn�. 1. TO��DI�, ��S�RiPT1��1= This item wiH cor��isl of ��rnisl�ing ar�d plac9n� a�xr�nim�rr� of si�c {�} lnch�� of tapsoil, fre� fr�m ra�k �nd F��eign rnate�ial. in a�l ��rkways ar�d m�diar�s to �he Hn�� a�� grad�s �s es�a�lisl�ed b}r Ih� Eng��e�r, �O�l�71���TG�EV A+1�THOD�: io�so�l wilf �a ��cur�d fr�m b�rfow saurces as required tv supplemen� r��ater�al s�ct�red fr�m stre�t excav�#��r�, A�I ��cca�+ated ma#eE�als fror� str��t� whi�h iS Su��abl� EOr kopsO�f wlll t}e US�d 1[� th� ��ricw2�yS �fld rl��dianS k?0f�r� aC�y t�p501E i5 ���rao SC-37 PR�tIMIhlAF��' - FOf21NTEftIM R�VIEIN �IJLI� � h1�T F�R ��1+�STRU�Tf�fV QFt BID�IN� ��1�� � ` ������1� ���������� �btain�� �r�m a b�rrow sourc�, T�pso�G materlal se�ur�d fr�m �#ra�t �t�ck�i�e� at focata�r�� �pprr���d b�r #he �n�€n�er, a�� at com�let�or� �f oper�#i�n�, f��s�91 sr�all �� p1a�e� on �arkwa� are�s sa as ta prov�de in�l7e� �f c�mpac�ed d�plh of ka�sofl parkvu2�ys. [►�Y�I�1�11�L�' �x���+��ion shall b� �rading and p�v�ng a irrinirnurr� sMx (6} DES�F�IP71�h1; �oddii�� will �o�si�t �f furnis#�ir�g afld planting Berrnuda, Buf#ala ar �t. �4ugu���ne ���s� kn li�� �r��s betwe�n lh� cur�s a�d wal�cs, an t�rrace�, ir� n-fe�i�n skrips, on �m��nkm�r�ts �r c�t sC�p�s, or �r� su�h ��sas �s d�sigr��fed �n th� Dr�wlr��� and Ir� accofd�nce witY1 the r�q+�irome�ls �f lh�s Sp��iF�r.a#ion. l�e�ommerrded ����fal� grass v�rieti�s for �oddin� are Prairie ar�� f0�. �►1�T�RIA�.�: �od s��tl �or�s€�t �f live and grovuing Bermuda, BuFfalo o� �l, Augu��tin� gr,�s� secur�d fram so�rce� wh�r� ��te s�il i5 f�r#ii�. �od to b� p��ce�d due�n� t�e ��rrrkant ��ats of these yr��ses sha�� be allv� and acc�ptabla. Bermuda an� �uffalo grass svd �hall have a hea�th�r, vwrale root ���ten� of der�se, t#�k�k�y rr��tked r�aks thr�u���ut a l�n+a (�j incrN mir�im�� thir:kne�s of natfv� s�il �tt��i�ed i� the ��#s. �!. �lugr�st�r�e �rass sad s��11 have a heal�hy. vi�ile ro�l s�stern of d�n��, l�i�icEy mal#ed roots thr�u��o�t � or�e {�� ir�ch mi�imurrk thicknes� of na�iv� s�i1 attach�d t� �h� roo�s. 7he s�d sh�ll �e fre� fro� abr�oxi�us wee�s or ather gr�sses ar�d sh�ll �ot ��ntair� �n� ma#t�r d�let�r��us ko l#s gr�w#h or which mi�ht �f��ck iEs sub��st�race or h�rdk���s whert tf�17S�}I�fi�E�, �O� t� �O pl�r.�d b�#w��r� c�rl� and wal4� an� on terra�es s#�akl �e tk�e sarr�� #�p� �ras� as ad�acent �rass oe ex�sting lavw�. �are �hall �e taEc�n �t al� �tmes to reta�n n�tiva soik or� the r�ot� o� t[�e sod du�fin� �E�e pr�ces� �� �xc�v�ting, ha��ir�g, an� pla��#ir��. �od rna#�ri�l shal� br� 4c�p� moi�# fr�m !h� tirn� �l is �ug u�kil planted, INt�en �a d�eect�d by lh� �n�i���r, the s�d exi�t�r�� �� the so�r�� �t���f �� w�tered to khe ext��t roq�lr�� pri�e t� �x�ava�ir�g_ �od ma�erial st��li �e �lantod witf�ir� thre� d�y� �fle� ii €� exc�vated. �OIV�TF��i�T1f7�1 N4�iM�!]�: Ait�� khe �e�ignat�d are�� ?�av� be�n �ornpleted to tf7e lir���, c�rad�s, and cross-�v�t��ns shown �r� lh� �ra+ruJngs a��d a� pravid�rl f�� in ot�e� item� of th� ��nt�ac�, sod�ir�g af the �yp� s��cr�i�d sh�l1 bo �erforr��d i� �ccor�anco with the r�q�lr�rrxen�s l�ereirr2�fEer d�s�rib�d. �od�i�g �haEl b� eklher "spat" or "b�ock"; aith�r Boerr��d�, �uf�al� c�t �t. A��gsa��ir�e gr��s, �. ���t Sod�#ing �urr�ws �aa�al��� to the c,ur� 13r�� or ��d�w�lk li�es, twelv� ('I�} 9n�h�s �n ��nk�rs or to tkre �imensGons shaw�r an tl�e Dr�wi�gs, s�aCl b� o�er�e� on �tea� t� be ��dd��. �n ��I furrows, �o[� ��proximatoly thr�e {3� irrct�r�s �quare shakl be �laced or� tweave (1�) ir�c� �o�rt���s at pr�pe�- da�t� �� t��l the #c�� af tt�� �ad s�ail not be mar� t�r�n �ne-h��if (7��} [nch bo�ow ih� fin�shcd grade. Hc�les at equlv�l��l d�}��h �nd spac�ng may b� use� in�tead �F fu�rows. The saif �I�al! be fifi� a�o+�n� �ack� bla�k and t��� �hc� �r�tire ��dd�d area s���l be carefully rnll�d w��k� � h��vy. h�n�! r�ll�r develaping f�ft�en �1�} to �w�niy-fv� ��5� pounds p�r sq�ar� in�h corr�pr�s�ion_ Han� ta�rrpint� m�y b$ r�quir�d ❑n te�races. b. 81o�k ���dtng. ��r�zrorr ��-38 I�RELIMIh1A�t�' - F�F� 11�T�i�IP�1 R�111�1N DNL.'i' � I��T ��R ��I���RU�TI�N �F� BtDI}IN� �#1�� k.� - �}���ilYlL. �i�J4'lV��l�IV� _ � r, p,t iac�kiar�s r�n �h� Dr�ww�gs ar wh�re �irect�d, �od b�a��� shal! b� c��e��lly placed o� the �rep��ed ar�as. Ti�� s�d shall b� so pEac�� kh�t x�e antire d�si�na�ed ar�a sh�l1 b� cov�r�d, and a€�y �rr�ic4s ��ff [n �k�e �1��k saddi�� sltiall t�e fille� with �dditic�nak satl and �arnp��. Th� entkre sadd�d ar�a sY�akl be rol�ed and t�m��d t� form a thoro�g�iy c�mpact so1i� mass. �urfaces �F blo�k s��. wh'rch, kn lh� opin��r� of #he �ng�nee�. {na� s�ld� due to #�� �oigl�t ar �lope �i tl�e ��rfacs ar nalur� �f tYte sokl, sfn�ll,, u�ofl dareclion of #h�3 �ngkn�er. ba �eg�ed with wao�er� pe�s dri+ren throu�h t�o �od blo�k to tha fi�rn earkh, �u��icier�t�� close lo Y��1� khe bl��Ec sod �rmE� l� �1ac�. W�r�n necessary. the socided af��s sh�ll ba smaothed �fker p�ankir�g k�as be�� camplei�d ar�� sha��d l� �onf�rm to t�a ceoss-seclior� previousl� �rovid�d and ex�s�fn� at tt�e #Im� �od�ing o�erativ�s w�re begu�r�, Ar�� exces� dirt ���m plan#in� operaxion� s�rall �e s�r�ad uniform�y �v�r ih� adjace�t are�s or d�: posed �f a� direct�d by th� �ngi��er s� ihat the com�let�d �u�ace wl�� pr�s�nl a s€ghiR� appe�rar�ce, Til� SQ���CJ �f��� Sh��� �l� t�IC}fOt�(�h�]� 1N�tB��� irrxm�d�ate�� after t#���r ar� planted and shall b� �ubs�quontl}� wa#ered �t such l�me� an� ln a �x�a�tner and qua��tiEy �ir�cted #�y kh� ��gi�aer �ntll cornple#ion ar�d fin�l acc�pia�c� af �F�e pr�j��� b�r ��e �iiy a� Forl 1North. �. �EEDGN� �E��f�IPTi��V: "�e�:di�g�� wfll co��ist �f pr�p�rlr�g gro�nd, pr�vfdfn� ar�d pjar�#iny s�ed �r a rr�axt�re of se�d of xh� C�in� s���i��d �long a�d across such areas as may b� de��gr�ated an lY�� �r�w�r��s and in accar�ia�r�ce with these �pecifl��ti�ns. Ri������:� f���� a. �ene�al_ All ��ed �s�d must car�-y a Tex�s Testing ���d �abel sly�w�R�� ��uri�y and �ermir�atEa�, n�r�ne, t�pe �f seed, �r�d ttr�� th� se�d rrk�ets all �equlrama�#s �f t�e Texas Seed Law. �eed furnish�d sl�all be �f #�� previo�,s seas��'s �rop ar�� kh� date of ��al��ks shouv� vr� aa�h ta� shall �� wltriln nine �9� m�nihs of tGrri� of delivery l� ihe prv��ct. Each var�eE�r af see� sha11 be fur�ish�� and daiive��� in sepa�ate bags �r conia9���s, A�a�nple o� �ach v�r��#y of soad sh�ll b� furnished f�r analysrs ae�d t��lir�g whe� dlrected by� tha �r�gGneer. Th�e speci�e� �eed shall �qual �r �xceed the tollawi�g perce�#agas af �t,rit� an� g�rm�nalEo��: �omrrt�� �l�m� ��rnm�r� �erm�da ��ass A�fln�al Ry� �raSS 7�11 �escue 1N��tern 11�1heatgrass �uf€alo �t�ss I��ri�iios Top ��rt Cody Pu�f 85�1� � �4� �5°l� �5 °�6 �5°l0 ���� �er�ni�ration 9 Q�la �5 °la 9�°l0 90°1� 9�°!0 $0°la Ta�a�e �1�0.2.{�)a. Uf2�A1� A1��A YVAl��t-�E�IS�AI �EET.}�I�� RA�E �lb�.); P�r� L�ve �eed {P��} Mixlure f�r �lav or Tiqht �oN� Dak�s E��te�n �o�lEor�s V1�est�r� �ections {.� - } {�....------- M��cture far �ae�dv �oils (All �ecki�r��} o��zr�� ��-39 �R�1.1M1�1�41�Y - FOF� INTEFt1T4� E��V�EU�1 DNLII - NO� ��f� �ON�TRkJ�'YI�#+1 Of� BIDDING PA�T D � �PE���L �C�NDIT���l� Feb � Berrr�u��grass �0 Bt,F�aiograss 80 �errrku�l��r�ss fi0 to 8ul�alog�a�s 60 �err�`Eud��r2�s� 20 �u��aio�fass 4� May � T�tal� 1�� �'ot�l: t{l� ��tal; 10Q Tabie, 'I��.�.{��b 'C�Nii��R�4R1C ��0�-��A�ON ��EDIN� FtATE; (�i�.} Pure E,1ve Seed �I��,�� �a#�s fA�l ��c#i�n�� �4u� 'E� TaEI Fescu� 5Q to l�est��n 1Nhe�tgr�ss �� M�y 1 �r�nual I�ye 5� Total: 1 �� ���1�T�U�TI�N N1�TH�D�; Af#�� th� das�gnal�� ar��s #�a�� b��n �ompl�t�r� #a �I�� Nr��s, �rades, a�� cross-sections sh�wn on khe �}rawEn�s an� �s pr�vided for in �tl�ar ite�ns �f this ��ntra�#, see�it�g of th� ty�� �p��kfi�d �hall b� p�rfor�x�ecl ir� accardance w[!�r the requir�rn�nt� he��inaf#er d��cribe�, a. WatefiGng. ��e��d areas �hai� b� watored as dir��t�d �y thc� �ngir�o�r �� �� fo p��vent �+�shing c�f �t�� sk�pe� or di�l��gmen# �� ll�e �eer�, b. �Inishir��. Whar� �p�li���lc. �h� sh��lde�s, s1��es, ��� d�lches s�all b� sr����ihed aft�r sesd bed pr��ara#i�n #�as ���n �o�plet�d an� sf��p�d #o �onforrrf t� t�� aross-�ect�on pr�viousl�r pravided and �xistint� at th� tim� pkantin� oporations w�re begun, BF��A���q�T �E�D��Ifi: Tf�c s�ed at s��d rni�cture in ti�� �uantll�r ����f��d �hall �� uni�ormay distri�uted over ilie areas �howrt ar� tkte Drawi�gs a�tl whe�e �Ir�ct�d. If Ihe �owint� vf seed I� �� h�nd, ��thor than �y rnec�ranlcal m�t�ads, lh� se�� sl��ll be sawn In two dtr��lior�s �t rigkit angles t� ���h all�er. �o�eJ �nd ferkil�z�r shall b� distributed at �h� sarrte time �r�v�d�� the speclf��� ur��farm rat� af ��plicaliar� for boi� is �bt�in�d. "Fintsl�ir��" a� sp�c�fr�d in Section D-4�, �on�tfuckion A+1eil�ads, i� nat �p�Nca�l� s�nc� r�o se�d b�d pr��ar�lior� Is r�q�lr�d, DI���L� ���[�Ih1�; ��i� t�ver �he �rea �f7own orY the Drawi�gs as dar��ted #� be se�ciert shali k�e Ioos�n�d ta a r��ir�imum d�pth �f �trre� ��} in����s �r�d all partictes In lh� s�red b�d shall be r�du��d t� l�ss �han ar�� {� j inch in d�a�neter or the}� sh�ll �e rem�ver�. Tho ar�a sha�l lhen b� �fr�is�ad to lino and grade as spe�i�ied under "Fir�ishEng" in ���tic�r� ��46, �orrst�uc#ion ��tk�c�ds. Th� sc�d, of se�� ��Exlu�-�, ���cifk�d s�ta�l then bs planted at kh� r�te r�quir�d ae�d th� appl'reat��n sha�f b� rnad� unifi�rrrtily, If th� �awin� of se�d Is �� hara� r�tk�er tha� b� rr�t�cY�anical met��ds, s�ed s#�al� be raf��d or harr�w�d it�to #i�� so�l �� ��ep#1� �f a�proxirri�te�}+��e-eFghk ��l�) fn�h. Th� �lar�te� ar�a s�ra�l �e folled wi#h a car�u�ateck rc�ll�r �f ��� "�u[�ip�ck�r" lYpe, A!I r�Mllr�g o[ lhe s1o�� ��e�� sh�Gl t�e on th� c�r�tour. ��I'HA�LT f�1k��CH �E�QIfV�' 7F�e sai� ove� th� af�a shown or� th� Drawings, o� as directe� t� �� ae�d�d. si�all be I�oserfed ta th� r�rr�lm�m �e�th �� ti�r�c� {�) kr��h�� ��� �II ���fi�l�s iR� �he seed bed shail �e reduce�t �n 1e�s than �ne �9 j in�i� fn diae��t�r, �r ��F��y ��all be re��iov�d, ihe area shall t1�er� be f���i�h�d to lar�e �nd grade �s s��cifie� ur�d�r "Finishing„ In �ec#ion Dm �6. ��ns#r��ti�n Gl+l�thods, ��r��� ��-�1� N���I.�I�lII�AR�( ���F� 1�1T�I�IM F2�1�1�1�V �N�lf -� NG�T FQR C�I��T�k�1�Tl�� �F� BIDDlhSC� ��,�i D - ����IAL ���4DIiI�N� �V�tar s��li ��rc�n be a�pllca� t� ih� �ultMvat�d a�ea of #he se�cl hed ur�til a t�inirnum d��th �f s9�c ��� �rt��es is khor���l�lp �nai�tena�l. Aft�r the wa#erir��. wl��n �rie groun� I��s b�com� suffici��tay dry E� be laos� and pliabla, iF�e s��d, ar s�ed mixtur� s�,�c�f���, sY��1� �her� be pl��ted �t #he r�t� requi��t# �nd ths �ppi�c2�tion �k�all be rr�ad� u�rif�rm�y, I� t�e s�wir�g af se�d i� by hae�d, f�tl�[3r tha� Cx'1�C�I�rlical 1�8th�ds, t[�e ��e� sha�l bc� �c�wn in t+nr� diract�ons �t nc�hl ang�e� to each atk�er. �ead and fertilizer may be dls#r�bu��tl �t l��e s�m� tim�, pravGded lh� sp�cified �nifarm r�t� af a��ri�aiion f�r �ath i� ab�aane�. Aft�r p1��kin�, th� �e�cl s1�a11 b� rak�� �r har��wed into the soil t� a de�th of approxi��t�i�r one-�t�arler �1l�} i�c#�, The planted su�fa�e are� and �iv�r�g a sm�otl� surfa�e �+rikhaut rut� �r t�acks, in between the time comp�ctjng Is compl�#�d ��d !he as�haCt i� a�pNed, lh� pl�r�ied 8f�� 5��11 b� +N�#Br�:d suffi�iantly ta assure ��ifarrn rnof�#u�e ffom the sur€ac� ta a minimu�n of six �6) ie��hes in deptE�, T�e appGi�a�kiar� of ��p#�alt s�tall fo�low ti�e I�s� watering �s rapidl� as possib��. f�s�h�lk s#�a11 b� �f #h� #�rpe and �rada �s sh.ov�rr� on #h� Dr��+rinc�s and s#�a�G c�r�form to �fite �e�uiremenl� of i[�e St�m ��Q, „Asphalts, ��Is 2�nd �mulsions". If khe t�rpe of as�h�lk to be� us�d is n�t �l�owr� ori t#�� Drawtr���, �f kf D��V�+If1g� �re r�ot incl�,�e�, thar� �1�-� sY��il �e �s��. Appllca�i�n� af t#�e asphalt s�a11 ba s� � ra#e �� tF�reemter�tk�s {0.3} gallons �ar �quar� y�ard_ It s�alf be appii�d to tk�e aee� in su�h a eraar�nor �� that a corn�rete fllrn is ob�a�ned �n� #i�s frnish�d su�a�� s�al1 b� cc�m�arakive�y srrwoot�, R�-�EEDIh1C �� �+R�A� �'LAC��ED 1N�TH ���L �EA���1� SF��I��: �Ire�� wl�tefie ternporary covl s�asor� sp�ci�s k�ave be�n plante� may be repla�t�d k�eginr�i�g F��ru�ry 1 wiih �v�r� soasan sp��ies �s list�d in Tab[� 9�0, �{2�a. The re-s�er#ir�� wMll be ��hiev�rd in �h�e foGlawln� rx��nr�er. T�� �o�l seas�r� s���aes sk�a�l b� rr�awad d�wr� ka a heighk aF one ��� inc� to �nsur� thal sllt4seod�n� e��E�m�nt �r�ll be able t� �ut thr�ugh x�e tur# ar�d �chiev� adeq��te soll ��netra�ior�. " SGit�see�l�g, f� achie��� t1�r�ugh th� us� af an im����n�n� ud��ch �uts a f�r�ow (slf�� En �he �ai� ar�d pMac�s ll�� �eed in ��e �Ill w�fi�h is lh�n p�es��d c�a�� w�fh a c�rltip�cker wi�ee�. �. k�'YDI�{J�N1UL"G�`4���L�1�1�': If: #s��ror�ukc�� s�, '�Jr,� �is�� �I'������:::���d� rnir.-s���ll`fyi�+i��'��°�`����ue�t�y. �.o� ;13�riF��i���:,�_����`����{ k'�v� � ��gcrj�ih�i�i��'.������':��'.T-,��,�'�`�'t��. ��i��la��w�ure:���tt`���',c}����; ��;�����f's�te�s: �, ��N�TF�U�TI��V 1NMT�I1�1 P,�F�FC A�R�A� TL�R� ���TOI�TI�fV �F I��IFt�{ �R��4�: FE�TI�i��R L�����2�P�I�N: "Fe�rtilizer" will �onsist o� �ravidi�� ar�d di�l�ibut�n� f�rtll�ze� over su�#� are�s as ar� d�sigr�ated on th� br�wings and in ac�ordar�ca wlkl� t�ese ���cifica#ion�. �IAT��iAL�; �+ll f�rtiliz�r us�d �hal� b� ��1Ea�red in ba�s or �ont�ir��r� �I��rl� I��el�d sh�wkr�g the ar�aE��1s. TY�� f�r#ilix�r Is sub�e�t to t�siir�� by t�� �ity o� �ort WartY� E� �ccordanc� wit� the Toxss F�r���iz�� �aw. A p�llatsd �r gr�n�fatad ferkillc�r shall �� us�d wi#h an analysis of 16-�0-0 or 16-5-E� or �ravin� �h� �naGysi� �hown on #i�e DrawEngs, Th� figures in th� analys�� �epr���r�t t�� p�rcen� af r�ilrogen, phosph�r�� a�1d, a�d patast� nu#rG�n#s r�s��:ctiveiy a� determin�d b� khe rnelh�d� of lha Assacla�ion of O�fi�i�l �lgricultur�l CY�emrsts. . oar���uo ��-�� ���LIMIIU614�1� - fOR Ii+17�R1� REVI�W �#��Y � i�I�T fDR �ON�7RUCTSON �R �l�blhlC� PA�T I� � �P��l�L ��ND�T���1� 1n the even� iE i� ne���s�ry t� s��skilut� a f�elillzer o� a dlffsr�nt an�l�si�. E# sha�f ba a pellet�d o� �ranulafad �e�kili�er �+ikh � lovrr�� c�n��r�tr�tl�n, Tot�1 �mo�rnl of r���trients furnis��cl and a�pli�d per acr� si�all eq�af or �xce�� th�t ��ec�tf�d fof ea�� nu�rient, ��I��T#�L����OtJ i�4ETHUf�S: 1Nher� �r� kt��r� �or fertillzer i� an���d�d �rr the D�awing� and proposal, pal��t�� or grar�ul�#�d ��rlili��r sha�� �e �p�E�ed �rr�ifarmly ave� t�� aEea s��ci�e� ta bo �er�tlli��� and ir� th� r�anrter dir��ted for th� par#icular itefn of w�r�C. Fertill��r sha�ll be dry and in gaod �hy�i��l c�ndl�l�rt. F�rfilize� #hat is pawd�r�d t� cak��d w�ll b� reje�ted. �iskr�but��r� of ��rkflizer a� a pa��k�cular item af wor� s�all m�e# tF�e �p�rova! �f tF�� ��gfr�eef. Un1�ss othe�n+is� indi�alet# a� l�e Drawangs, Ferlill�er shal� t�e appli�d un�f�rmay ai �#�e avefa�ge ra#e of tF�roe ht�ndr�d (3�0} p��nds per �cr� for 2�11 ly��s of "Sot�ding„ a�d four l��ndred �40�} �a�nds p�r �cr� fo� all l�pes of "�eed�ng„ A+1E��URENf�h1T: T��sc��l s���red f�am barrow sc�ufc�s wil� �� m��s�red ��r lh�e sc�uare yard �n p��c� or� t�e pr�j�ct sft�, Nleasur�m�n# wEl1 �e rrG�de anlp on #ops�fis se�ut�d f���n b���w sourc�s, A�c�plabl� snatertal for "��v�ing" w�li b� rn��sur�� by� th� Iln�ar fo�t, ��r�plet� ir� paa��. 1����pf�b1� materiak f�r "��dding" wi1� �� meast�red by #1�� linear fo�t, �orrtprete in place. Ac��pt�i�l� R-r�t�ri�! for "F��iGi���" �l�a�l be s�,bsidla�y to t�� pric� of soddkng �r s��c#ing. PA1f��+lE1�T: All work p�rforrned �s �fdersd and m��sur�� a� provide� u�td�r "P�Iv�sur�menC` shall b� ��id for at th� �r�it �ric� bid for e�ch f��rn c�f wark. Its price shall b� fufi �o�����rrsa�i�� �or excavati�� �e�ccep# as r�oled f�e�ov��, loadi�g, haullr�g, �IacEn� �nci Furn�shir�g all I�b�r, �quipmer�t, tools, sup��i�s, �nd in�lder�taks n�c��sary tc� �amplet� wo�Vc. �1EI 12�bc�r. equlpmenl, tools ar�d Incident�ls necessary ta �upp�i�r, transpart, st��k�i1� �nd p1��e lop�oil or �ai���e �op��il �� s�ecified shell be Er�ciu�ed kr� "�e�clGr�g" �� "�odding'� bi�k f#�ms and w�l� n�t b� }�ai� f�r dire���y. � "Spok �odding,� �r "blo�k sacfdln�'� �s th� c�se r���� l��, will h� p�G�l �or �k lhe contrac� unit p�ic� ��r squ�re ��r�, compleie ln plac�, as pravided in t#�e propos�l and ��nlra[;t. The cor3tract ur�i� p�ice sf7�ll k�� ll�e t�t�l corr�pen��tiort fo� ��fni�l�Ir�g an� pi�c�n� �II s�d; �or aJl ��il�ng and t�rr�pirtg; f�r al� w�terint�; far di�p�s�l �f �II sur�l�s tr��l�ri�l�: �n� for �II m�t�riak�, I�b�r, ���ipmen#, t�ols and i�cldenl�ls ��c�ssary t� colripl�t� lh� work, �1C Er� ac��fdarree with� t�� �rawCngs �r�d i.h��� �pe�ifications. Th� wor�c p�rt�rmed �a��l materia�s ��rr�ish�d �n�E rr����ur�d as p�a�rided ur���r ��lN�asur�rn�ni" s�a�l b� pai�4 fo� at t{�� ur�it prlce fc�r "��edir�c�„ �r "'S�ddir��'" of ih� typ� s�ecified, as th� cas� rna� b�, w��i�� price s�t�li ���M� t�e fu�k �ompensa�#i�r� tor furn�shing air ma�eri�ls ar�d f�r p�rf�rm�e�y ail o��rations n�cessary lo �ompl�te t�e vv�r�[ �c�ep#ed �s �oll�v�rs: �erkll�x�r m�t�rial ar�� �p�f�cati�n will r��t be mc�a�u��d or p�id far dlrc�ckl�. b�# �s c�t�sider�.d st�bsi�i�ry �o �o�ding a�e�d ��e�ing. D-7d ��h4�IN�[} �I�A�E ENi�2Y PR�GRAM: It shall b� t�� ��s�onsil�iHt� c�f the c�n#ra�tor ta im�iement a�d rnaint�in �+raei�b4e "���iF1�1�C� SPA�� �NTR1' PRD�I�qh+f" whi�h mu�t me�t ��H� re�uirem��rts f�r all iks �mp]a�e�s ����1 sub��ntrac�ors aS� ��M #i�es durin� can�lru�tion, A�I ��r��� ��-42 RRELIMJ�SA�Y - FDR INTERIM Ft�1l��W ONLY - I��T FOFt �OLV�TRU�T���1 �Ft BIbD�I�C� � PA�T D - ������L ���1DM'1"I�SV� � �c�lve ��w�r mar�t��lc�s, regar�ll�ss of d��ih, are defineti b� ��MA �� "p�rmi� requ�rad c�nii��� sp��e�", �onlrscf�rs sh�l1 su�rrxit �n �cce�i�ble "��i�FIN�D �PA�E EfVTR1� PR��FtA�+I�" for �11 applica�le rn�r��oEes �nd malntain an ac�i+►o �il� f�r these m��h��es. The cost of c�mplying with #Y�Gs pragr�m �1�ak1 b� s+�bsidi�r� ta ihe pay il�ms inval�Gr�� work in �anfir�ed s�ac��. 1?-'�� �UB�TANT�A� ��MPL�Tl�h1 INS�E�T101��F1[VA� Ih1����T1�1�: 1, Priar to lh� finai ir�spc�clion bet�g c�ntiuc#�d �or t�� �rnyect� t�e co�trac#ar s�a11 ca�t��t lhe �ity +nsp��kar in wr�t��� when #ha ��tir� projecl or a c#as���r�ted p�rtlor� o� th� �ro�ect is ��t�star�tlalfy co�n�ie#�. 2.. �he i�spe�tor a�ong with �p�ropfiat� �ity� staff rand t�+e �ity's car�sultae�t shall ma1c� an it�sp�clion of khe �ubs#antEally c�mplc�te� work ar�d �repare and subr�it to t#�e cont�,�c�ar � lkst �� i��ms r�e�din� to b� �ompletc� or corract�d. �. 7h� contrac�o� slhal� tai�e Irrtmediate ste�s to reetif�r the listc��i defici��ci�s and n�tlf�r the own�� �n writi�c� when all t�r� It�rns have bean oo�plste� �r correct��l. 4, �aymet�� for substan�i�� compae�lon inspa��l�n as w��l a� fina! insp�cti�n shal! be su�s�t�i�ry to khe proj�ct p�ic�. �an�rac#ar �h�kl sti11 be �ec�u�r�� �o ��dre�� aH ather ds�icienc��s wi�ich are c�iscavvr�d �k �he ti�e �f €�na� ln��ectfan. �. Final inspect�€�r� sfnafl be wn can�orr�ance wik� ge�eea� c�ndi��on ktem "���5.18 �in�l In��ecti�n" of PAR'F � - ��lVERAL ��NDIT14�1�, D-7G E�{�A11�4'T1��1 NEAFt Ti��E�: The ���tra�tor s�ra1! b� respo�sibl� fo� �alcir�g m��sures ko rr�i+�irr�iz� dan7a�e #o tr�� I�rnbs. tr�� trur�lc�, ar�d kree f��ts at ea�� wor�c s�t�. All such mea�sures sl�aH b� cor�si��red �s in�idental woric in���d�d In t#�� �on��a�t t�nit �'rGce bid �o� �p�lic�ble �i�e a� �tr�ct�re ir�s�llati�r� ��c�pl for s��rt tunnelingJteee augarie�g. �. An�+ �n� a1l trees kocate� �+itt�in �h� eq�i�m�nt oper�ting are� at eac1� work s9t� sh�awl, at the dire�tion o� the En�lneer, �e prat��t�� b�+ erec#i�g a"�r�ow �en�e"' al�r�g �he drkp I�ne or ed�e oF !he tr�� root s����m betvween tree an� th� ��nstruct�on area. �. ��ntra�tnr st�all fr�sp�ct �a�F� work sl#e in ad�an�e ar�d arra�g� to ��ve any te�e Ilmbs prun�d t��at migrit be d�maged �y eq€�iprnenl �peratior�s. The �n�inear sl�a�l �e nol�[ie� at leasl �� h�urs �r�or to an}� tre� tramr�rng work. I�O tr�r'rifi1111g work v�+ill be p�rmi�k�d �rilhfn pri�at� �ropa��y wl�l�out wrktten p�rmFssior� of #�re Owr�er, �, �ot�ring shall be s�ared ov�r ��e tr�e r�o� �ys#em wit��r� tY�e ds�p lir�� area oi �ny �ree. �. Bef�re exc�va�io� (ofi l�e raadway} wi�hin th� �+�p 1ir�� ar�a o# an�r trea. the eat�h sk�all be s�w�ul ��r � �ninirr�um d�pth of � f��t. 6. +4! �esigna�e� locations shown an th� drawf�gs, the "s�r��l lunr��l" mst�od using �las� �� D.I_ �ip� s�a�ll be ul�l€�ed, 7, �x��pt In ar�as w�er� c�e��i�g is a11a�,�+ed, a11 trees up l� 8" ar� �ii�m�ter d�rri���� �unrig cans#r��ctian s1��1� �� r�moveci and r�placed wit� t#�e s�me �y�e a�td dEameter #r�a a� tF�e cort�r�c���'s ex�er�s�_ �ar�r�� 5���43 PR�I.Ifu�lNA�Y � F�R 1IVT�R1l�1 R�VI�V'� Oi�LY # 1JDT FOft ���1�TRU�TION Oi� ��DQ1N� I�A��T D � �P����L �C�IVC�ETI��i� 8. �ontr�ctor shail emplo� a qu�Gfiod E�e�dscaper �or �II #h� w��k requlred F�r tr�� care t� ensure u#iE�zation of t�e best �gricultu��1 prac��ces 3nd pracedur�s. 9. �hork tur�ne�ing shall cons9st of p�w�� auga�ing �r l�a�t� �xcarrati�n. Th� #t�nn�! ti��m��er sfi��ll no# be larger l�an �-�12 tim�s tt�� ��tsit�� pi�e diam�ter, Voi�is rorrt��ni�g �fter pi�� Er�s�2�fl�tion shall �e �eessure grauted, D�77 ��N�R�T� EIV�#ti►��IU1��11' D� SE�lE#� P�PE: �oncrete en�as�m�nt �f sew�r� s��l� �e pa'rd for a� Eh� ��nlr��� lJnl# Pr��e p�r lin�ar �a�# afi �orrcr�ke enc�sernan# �s rr���sure� fn place al�ng tha c�nt�rri�� �f k�a pi�e for ���h pfp� dr�rr�eter Indicaketl. Tl�e C�r�tract UraRt I�rice sh�El ir�c�ud� �II co�ts �s�a�iakeri wlth �€���al�at3�n and tainfarcemen� �f �f�� �r��r�ta encas��an�. ��78 CLI0.*� DAh�l: ���y darn �a[�stru�tior� shall �a �erform�d ir� a�cordanc� wl�#� i�e 1+Vas#�wat�r �lay D�m ��nstrucfi�r�, �g�re in lh� Dr�v�rlr�gs In tl��s� �����fcatl�r��, �i �ac�lion� �ndic�t�� o� #�e Drawin�s ar �s dif�c#ed by the �F�y. �I�y d�r�s shall be �C�y�� ir�io urtdisiurbed soai �� ��ke �r� im�ervi��s �arri�r �o r�duc� grc�ur�tlw�Ee� percolat�on l#�ro��h E�e pap��fne trench. �an�tr4�ction rn�#e�€aE s�a�l oons�st of com�act�d ��ntani#e ���y �r 2:�T c�ncr�te_ D-7� ��Cp�OF�AT��tY ���A1IATIOfV (D-WOLEj: T�� �o�lra�tr�� st�ai! be r�s�onsible fa� vofi�yirrc� �he l��atior�s ort aGl ��c[slang �a#ilftl�s �rior to cons#r�cti��, in ���ord�nc� wi#h itc��rr D=��, l�lt lacatiorrs ida�tified on t�r� drawings, �ontr��#or sf�a�l cond�ct a� ��cpl�r�t�fi� ex��v�iia� (D- Hole�. to lo��te and v�rii�r �#�e I�calE�� an� eleva��on aF tl�e �xlslin� ur�d�rgr��rn� utfii#y where it ma� �e �r� potentlal confli�# wlth a�ropased factE�ty aligr��n�nt, �`f�e �xpa�ta#ory excauaticsn shall f�e candt��#ed pr'r�r to �or�st�r��#ion t�f th� �nt�re pr�j�ct onl� at loc�li��s [t�rt�ot�d vn t�� �lans or as c#Ire��#�d b�r th� ��g�neer. �ontractor sl��ll submit a report of finding� {Including s�rv�y��d �I�vatiar�s �f ��cis�in� �or��lic�lr�g uS�lities} to ��e �Gt�r prla� to #he slar! ot can��ruclior� a� lh� ar�t�ra proj�ct, If th� ��r�l��ac:tar determin�s �r� �xi�t�ng ��i�lty i� ir� c�nillc� wit� t��� proposed facil�ty, tk�e e�ntract�e sha�f �or�ta�t the en�ir�ear imm�dtat�ly for appropriake ��sFgn modificalions. TC�� canirac#or sf�a11 mak� ih� n��e�s�ry re�aiTs aE lhe �xpl�r�l�ry excavatian {�-Ha��} to ob�ain a s��� �rtd prt�p�r drivi�t� ��r�f�c� k� �ns�r� ti�� s�fei� o� i��� ��nera� p�C�1�c a�t� �� �n��# the �p�ar�val �� kx�� �iky Ins�e�t�r, TI�� �antr�ctar st�alG be li�bl� fo� an� and ��I d�magos incu�rr�d dua t� lh� ��c�Ear�t�ry excavakion {D-Woloj. P��+ment ��a!] r�o! b� made for v�rlfica�i�n of ex�slir�g �,ilGli�� p�r �ker� D-��. P�ytnen� for �xplc�r���ry �xc�vati�n (�7-Flol�}. a� tocalions I<f�nti�i�c! an the pla��s of as rilr�ct�� ��r #h� �ng�r��er, shal� �n�lut�� fu�l com�ensat'ron �ar all rn�t�rlals. exc�v�tian, surta�o res#�rakian, f�eld surv�}+s, and all In�id�r����s necessary to corr�plote th� work�, sFt�lf !�� #he unt� price bid. �lo �aym���it �hall be made far expCora�ory ��c���r�lF�r�{s} �or�duc�e� a€i�� �or�s�rucli�n h�s bs�un_ D�4 IId�Tp��.�,A�ION ��' WA►7ER ��4�ILlT��� 80.1 Polyviny! �hl��ide {Plf�) IN�ter Pfpe: P0�1'�ll�l1�� ��lo�ltt� Pl��tl� 1N�ter PMpe a�d flklin�s on t���� Pfoj�ct �h�lE b� in �cc�e�an�� wi�f� �f�� mat�riak �tan�ard �ontarn�d In #he ��n�eal �ontra�t I���um�r���, Paym��rt far w�rk s�ch as bacicfil�, ��d�{r�g. blockirr�, d�t�ctab�� tap�s �rrd all �tller 2�s�t�Cf�t�C� �ppU�t�nar�# ��qulr�d, �l��II bc� i�cl�d�d i� l�e fine2�r f�cs� price bi� of ��r� ap�ropriate �ID I7��1��), 80.� Blo�i�lr�g: �t�n�r�te �Incicin� o� lhis Wr�}�ct will r�ec�ss�rilp �� r�q�ired as s�own on lh� �I�r�s and s��ll �a ir�stal�ed in accor��n�e wi#Yf #17� ��ne�aE ��r�tra�t �o�un�et��s. All v�1�es s�naCC have ca��r�t� blackir�g �rovidod fior sup���tlnc�, h1� se�arat� pa�rnenl wi�l b� o���rta� -- - ����� -- — I�I�ELF�41�t�A�1f Y F��t INTERFM R�I�I�V1� �I�LY - IV�T FOR �Ot+I��RU�71�T� OR I�IE�DIh1C ��F��' � � �PE�1AL ���1D��'i��V� mad� for ar�� of th� wark invoGv�d far tF�� Il�m ar�d a11 �asts in��rred �,vfll ba oor���d��ed to b� incl�d�� ir� th� linea� fo�k bl�i price o� #h� p�p� �r it�o #��d pric� af tl�e valve. 80.� �'�p� a� ��s�ng PRpe: 1, WAT�[�: 7�e �asi�� �ip� far op�r� cut and ��red �r tunr ��bri��t�tl CG��trlc�l�y �l�+ef[!�d �t��l 1N�tef Pi�e, K �1�1�, �i�� ar�d E'€-S Mn �+lateri�l �pacifRca#ior�s 9p�cl���t��ns for 1Nat�r Departm�r�t Pro���ks. The follows: �I�d s�c#[�n sh��l �e �►WWA �-��� nd s�all conf�r�ri #o thc� ���vE�iar�s �f �f �enera� ��ntrac� Docum�nts �nd sEe�l ca�€r�� �i�e sYraaE be ��p�lie� as �or �h� ��s��� ar�d outs��e �i ���i�� pipe, co�l-I�r pft�tecta�� c��king i� a��ord�nce with th� r�quireG�ne�r#s o� �ec. �.� a�+� related s�c#ior�s in A►�'�r�A �-�0�. To�ck�-+ap a�lar fielc� w�ld� sha11 p�ovkda coating �qua1 �o lhr�se sp�clfie� ab�+re. �. Mir�lrr�urn thic�€nes� �ar �asing plpe us�� �h�11 �� �.375 Ench. �ta��nless �teel �asang �pa�c�fs �c�nterMng siy��� su�h �� �n,ar�ufa�tured by �as���e 1Nalarw�rlts i1�ar�ufa�#urir�� �omp�n� ar an �ppro��d eq�al sh�la �e �s�d or� all �o�� c�ncreta p9pes wh�r� ir��tal��d in casing_ lfl�tallatiar� shall be as �e�omm�n��d �}� Ihe ma�uf�c:ture�. �. �EV��R: B�rkn� u�ed €�r� lhis proj��t �h�l1 t�e ir� accordanc� vuith t�e mai�riai sEan�a�� ��-'I� an� �onst�u�lion standard E�-'l5 as p�r �Ig. 1���F ihe ��ner�l ��n#rac� L�oc�rnen�s_ 3, P,�Yhr9�h1T: i�a���nk ��r aal ���er�a��s, l�bor, e��lpment, ex��v�tion, r.ar��r�te gro�t, backfill, and inc'r�e�#al w��k shall t�e i�cMu�e� in il�e �ni� prEc� bid ��� faot. 80.�4 Ti�-ins: TEtia ��ntra��Or Si��li �e �eSpon�it31� �Qr fn2kFr1� �i��1f1S to t�e �xist�ng �r�l�r maie�s, I� sk�arl �e t�� r�spar�sibill�y of thc �or�tract�r t� verCf� #�e �xacl ioc�tron ar�d elev�t�arr �f khe �xist�r�g I�rte ���-�r�s. l�rtt! �n� dwfF�r�r�ces �n laca#��ns and aleva�4i�n of exis�ir�� lir�e t��-i�s horweer� the �onkr�ck ���win�s a�d wl��� rr�a� be �nc�u�ter�d i€� tF�e tTeM� shall b� �o��sider�d a�s in�id�nkal to ���strt�clion. The �os# of makin� tie4ins to ��c�sta�� w��er ar sareitary s�w�r r�-Mains sh�ll be includ�� i� ih� linc�ae ��ot �Gd pfilce oE th� �i�e. SQ.S �an��ct+�n af �x�si�ng M�i�n�. Tfne Cantra�t�r sh��k determfn� #he �xa�i lo��#i�n, ��evallon, �oe�fgUf2�li�� and �r1�Ul�tior� O� �7tGs�{n� r�t+2�#�C Or sanl�8fy ��WQr line� prior #� rnan�f��#�fin� �� lh� conr��c[kng pi�ce. A�ry �ifE�rer��e� in 1ac�tlo�t�. et�vat�or�, c�nfiig�ration. �r�d �r anguka#i�n �f existrng lin�s be#w�en th�e c�r�tr��t dr�wings a�d wY�at ma�+ be er��oui�t�r�� in th� sald wnr1� sha�k be consi��red �s ir�c�d�n�al i� �onslr��lion, 1Nh�re �i �� raquired to sh�� down ex�stir�g m�ir�s in order to ma1�� propased conn���i�ns, ��,�� d�wn #im� �hall �e �oord�n�#ed v�iih k�e E�+gin�e�, and al1 eff�rts sha�i b� m�de to ke�p triss c�o�n+n i�rrfe to a min��num. Ir� �ase o� sl�utk�r�g d�wn �n e�c{sting m�in, t�e ��e�ira�tt�� sha11 noki�y #�� �1an2�g�r, �onstr�ction �erv��e�, Fh�ne 8�'I-7'd�3, �t le�+st �8- h�uts pr3�r to th� r�quir�d �ht�� down ��m�, Th� ��n�r��t�r's 2�l#ention ks �ir�cied t� ��r�grap� ��-�,�� EEVTEF�RUPT�0�1 �r ��RV1�E. P�c�� �5-5(�}� f�ART � � �E��F�A�. ��[�QITMDI�� O� Tk�E WAT�l� p�PARTfVlE�1T ��hl�l�A�. ���1TRA�T ���U�+A��1TS AN� ..���CV�RAL SP��I�I�Ail��i�. �he �ontrac�ar sl�all r��tlFy lhe ���t�er��r bo�h �ersor�alEy ar�d ir� weitir�� as kc� t�r� lo��ti�n, #i��r�, and s�hed�1� �� the �ervi�a En��fr�ption. ��or��roo SC-45 PFtEL1M41�AF2Y -�OF� 1fVTERI�I R�1fI�W Oh�L�f -�1�7 ��12 �DNSTRU�TI�hI O�t BI�DI'NCx ���� � - �������. ���������� 7he �as� of r�mav�ng an�r existing cor�����e bl��king �F��1E ba inclutlad 'rn thc� cost �f c�r�nection. Ur�E�s� bid s�par�t�l� a11 r.r��# i�c�rrred sl��lE k�� �ncl��de� f�� the lin��r foot pri�e bit� far lY�� ���roprlate pipe� si�e, �0.6 11a1�e ��t-In�: !t may b� necess�ry to �ut�in g��� v�fv�s t� is��ate �he wat�r main from �vhi�� th� �xk�r��ion �nd��r re�lac�ment Is to be connect�d. Thfs rr��y requir� �Iosin� vafves in oth�� lin�s ��d �utt�ng ��r���t�rrers �ut �f serv�c� for t�al perio� af �i�� nec�ssary �� cut Gn tl�� n�w �alve; #i�e worC� musi b� expedile� #o the utm�sl and all ��ch cu#-Ins r��asf k�e ca��dinat��i with t�� ��gir��er ir� �hargc� of knspec�i�r�, AEI c��sum�r� s�a�E b� in�kvid�,all�r advlsecl prk�r #c� lh� shut oul and a�vGs�d of #.he a�proxi��#e I�ngkh of tirn� tho� rrtay �a� uvlt�r��� ��rvi��. P�yr�nertit ia� wark s�ck� as bacicf4l�, bed�ln�, ���ttn��, hloc�ing and all ot�e� ��sacMaf�d ap�u��ter�ants rec��ir��, s��ali b� ir��lude� Irr the �rice of the �ppr�apr��#� b`rd it�ms. 80.7 Water �ervi�es: T'h� rel�cafioG�, re�lacement, or �e�an���ti�� �f wa��r servlces �,+llkl bff f�[jU{f�� �� S�'IOWfI O�'1 ll�e p�ar�s, and�or �s �os�rib�d in �F�ese ��eci�l �or�kraci �ocuments ir� �dr#�tion to those lo�al�ri in tf�e #le�� �nc� �t��ntiii�d b�+ the ��gfn���. �111 s�rvic�'� �hal1 be co�str�ctet� �y+ kh� ��nlr�r�pr ut�li��rtg approved fa�t�ry r�artufactur�d t�p s�d�les {wl�en re�uired} an� cor�v�ati�n �taps, l�pe �{ ��p�er w�t�r t�l�ing, �ur� st�ps wi�h 3ac�C win��, m�ter boxes, �nd it requ�red ap�inved m��ufactt�r�d serv�ce brae��l�es. ,�fl rr�ateri�l� u�e� s�all be as ��e��fied Rn the 1�9ater��l �t�n�f�e�d� �E�- �� 8� ��-9�} containett in tho ��n�ral �ot�tr��t p��u�rtenE�. All wale� �enr�c�� �� �� repk��e� sf�all b� Ir�st�llec� at a minimu�r� deplh of 3� Jn�hes �eCow Frrai �r�de. �111 �xlstin� �I��In�� wa�er s�rvic� lines wi�icC� �re to be repa�cetl �hall b� repl�ced witf� �- in�h T�p� i� co�p�r, 1�ir��h dG�meter t�p ��ddGa wt��� r�quir�t�. and ti�lrr�h ��r�orat�an f��m lh� main �tn� to tfi�e rr��#�r b�x. Ail servic�s which ar� t� b� repla��d or relac�#ed �hal1 b� �ns�al]�d with th� s�rvk�e mair� #�p �n�i �ervice [�r�� b��r�g in l�ne wJth �h� se�v��� m�ter �r���ss olherwi�� dir��t�d I�y tF�s �nglneef. A m'tni��num at 2� hours �dv�r�c� notice sh�ll b� �iven w17�r� setv�ce �nt�r��pliorr will be f�qule�d as sp�cEfie�f Ir� ��clio�t ����.�5 INTEF2RkJF'�l�f� O� ��F�VI�E. Aal water �er�i�� m�ters shall �e ��m�v�d, tag�ad. �r�d ��Ilect��l k�y �he �on�ra�t�r �or pickup by the Wat�r �epartm�r�� for reca�r�iflaning ar re�ia�em�r�t, After ir�s�alfaiivn �f #�e w�lc�r servic� in the pra�os�� lac�ii�r� 2�nc! rsc�apt of a�et�r �r�m ili� praj�ck i€�speckor ti�e c�ntr��kar shafl Gns�all tl�e m�t�r, The ��ne��r b�x shall �� r�set �s nec�ssary lo be fl�sh� uuith ex��ttn� gr�und a� �s otherwis� clire�#�d b� #�� �n�ir�eer. �Il! s�ch wark on the oul��t sfd� a� t�e s�rvi�er me�e� s���l1 b� p�rtorme� �y a iic��s�d plumb��. '!. VrfAT�R SEI��I�� F���LA�E�1�f�T�: 1Nat�r �orv�ce r�placemerrl� �r relaca#�on is requ�red +v�hon the ex�s���ig s�rvic� is l�ad ar is i�o s�allow t� �v�a� bfe�k�g� c�u�ir�� skre�k rec�nskruclior�. Th� ��ntractnr �l��l1 r����c� th� exlsling ser�ri�� lir�� +�ilh 7��� IC copp�r fr�m th� rr�aln #o th� m�t�r� ��rb �top wf}�t toc:k wM�rgs, ae�d c�rporation stop. o�:� ��-4� -- — PF��LIMI[V�4�1r -��#� 14V7ERI� RE111��V ��Vk.11 - N�'F I��F� ��FiS�RU�Tt�h! OR BI�D1fV� f��F�T 1� - �P��I�L ���Dl�l�}N� ���m�nt for a11 work and rnaterial� such a� backfill� fi�lings, t}r�e SC c��per t�bin�, curb sEop vt+kil� l��k wings, servk�e �Ir�e ad]uskm�nt, and ae��r r�kocation af up ta � 2-i�ches fE�m center �ie�e exisEi�g me��r location #� cer�ter Ikr�� pfapas�d m��er 1��atian ��a�ll �e incl�d�d i� tY�e ��near ���t prlc� bi� for �opper �ervice �ine frorr� �ul�+n ta t�ve ��} fe�t be�rind Met��. �ny v�rtic�l adjustment of ��stam�r ��rvi�e Iln� wathG� #h� � foat �rea s��11 b� su�sitl�ary t� ih� serric� lnstalG�[wc�n. Pa}�ment fo� all w�r� ar�d rr�akert�ls s�ch ae t�p sa�dle �if requiredj, oo��ar�#ion st�ps. a�d #ilti�g� shall b� In�aud�d in t�e pfi�� �i� fot 9eruice Taps lo �iain. �. 1fV�T�R ��F�111�E R����IV��TlC7�l; W�ker servic� reconneckior� is requlred wh�n tl�� e�c�sting servi�e i� �opper and at ��equate �fept� t� �vc�id br�akag� during �tt�et reconstfuc#ioe�. `�h� ��ntr�ct�r �hall ad�ust the exi�ti�g watar service lin� as r�quir�d for r�cannocrion �nd f�,r�r�sh � new tap wlkh cor�or�t��n stc�p. The cor�tfact�r wall be paid for fln� {1 ��s�vt�a T�p t� �1aln fvr eacl� s�rv9c� rec�nn�cke� plus �ar ar�}� cv�per servi�� �Ir�e �se� in �xc�ss �f five ��} f�e# ���m N1af� #o ftv� (�� ��et b�hind kho h+teter. �. VY�1��R 5�R�11�� NJETER AhlD �lE7EF� BO?C �2��O�I�T1�1��: When ih� fepl�cem���t ��rd reEo�at�on vf a w��e� servi�e �nd m�ter box is requited a�d the lacatian of t�e meter �n� meter box ts rrrorre� mor� ihan lw�fv� {12� Ir�ch��s. as me�sur�d fram the ce�t�r Ilr�e oF the ��cis�lr�g fne#�� t� loca#ion t� t�� �enl�r lirr� of �I�f� pr�po��d meter ��c�tian, sep2�r�te paym�r�t wlll be al�owed �ar !h� reaoca#ia� �f sen��ce rr�eter ar�d en���r bc�x. �er�Ierline i� d��in�� by a 1in� �xtend�� ff�m khe service ��p ��rro��h the m�t�e, �nly ���acations rria�e perp�r��ic�lar #o tl�i� ��r�t�rEi�e v�ll1 be paid far separa��ly. R�loca��o�� rna�� �lang the cent�rline vuiiC be �a+�k oi 9n fee! �f copp�r service fir�e. Wherr reloc�ti�r� of s��v;�e m�te� and rne��f box ws r�q�ired, pa�rr�en# for all �r�r�C an� rr�at�r��l� �u�h as ba�k�ill, �tt�n�s, ��ve �5� [eet of �ype IC co{�pe� service an� a�l m��ef�als, I���f, a�d equipmer�t used �y ��d for #he lice��ed plur�ber sF+all Y�e includ�d tn lh� �eic� bid for khe sc�rv��o m�t�r relacati�r�, All a#her cosk� wilt be iflcl�ded In �#her ��pro�r�ate bicl i(e�n�s�, 7h�� it�m will aks� be us�d ta pa�+ �of alk service m�#er ar�c� rnet�r box rel�caiian� as �eq+��ro� b� #Y�e En�ir��er wh�n #I�e s�n+ico lin� i� no� ��j�g t��lac�d. �1dj�strn��tit af an�y lh� meter box arrd �ustom�r servlca 11ns wMt1�M�t � fe�t dis#an�e behind ths m�ter wiil not justif�r separake pa��n�r�t at ��� tEme, Ln�a#ions with rnul�i�l� s��vica brartches �rlll �a p�id f�r as on� servi�� rrti��ef an� m�ter box relacati�n, �, h3�V� ��R11��E; When n�w s�rvRces �re r�q�ir�d tk�e ���tracto� sh�l� �nslall tap saddle �wh��r fequir�d}, �oe�o�atiar� ek�P, lY�e FC oop�er service lir�e. curb stop wi#h I�ck wwngs, anck rne��r b�x. F'a�mer�t for a11 w�fk ar�d mater�ais s���h as l�ac�C��H, f�t�s�gs, type FC �apper lu�in�, �nd �urt� stt�p wllh �o�� wing� s�all b� inc:luded ln th� I��nsar �o�k pri�e bl� f�r �ervkc� L.i�� irorn �lain ta IIrl�ter fave {5� f�et l�el�i�d th� rr���er. Pa�fne�! f�� a!I wark ar�d rrx�t�fla�ls s�c� �s la� s��dle. corporation ��ops, a�rd fittfn�s si�all b� ir�c�ud�d kn the �ric� k��d f�r �ervice 7�p� to �.+1�fns. P��+rx�ent For al� �+�rk �nd Mnal�rials ���ch �s furnishar�g and s�tling �ew me#a� box shall be in�lu��d In lht� �ric� bi� f�r ft�rrtish ar�d set met�r b�x. ��z��r�n SC,4� PR��IA+IINA��f - FOR �NT�RI�u'I REi11�1+V ONI.� - SV�T F�Ft ���7�TRU�TL�#� �R BIDb1N� PAF�� D - �PE�f�L. ��ND1�l��IS �, M�.1�TIPL� �E�1lI�E BR���HE�; 1�IY��n muliipl� sorvlc� br��cht�s �re re��ired th� contractor �h�il f�mi�h� appro►+�d Faciory r€ta�ufactured �r2�nches. P�ym�ni for rrzul�iple servl�s br�r�c#�es will in�l��e fu�nf�t�Fr�� �n� Mn�ta�ling th� mulki��� servlc:e t�rar�ch oniy ar�d a�l other c�st wf�l b� Ir�clude� fn r�ther appro�riat� #�id tt�m{�). fi_ MUI�TIP�E �TREET ���2�l��� LI�1�� T� �fN��� ��RVI�� METEF2: Ar�y rrrulkipG� �erv[c,e lines wilh tap� servi��nc� a�ing�e servic� ��1�� err��unEef�d during conskruc#ion �hall be r��al��ed �rwth �rte servi�e Ilne t�at is a�pllc,�bl� f�r the si�� of �I�c� �xi�l�ing s�rv�ce rr����r �r�d ��proved �� lt�e E��ine��, P�ym�nt sh�all b� rr��tfe �# i�e u�it brd prlc� Ir� the app�o�r��te �id i��m�s}, �0.8 �,Inch Terr�p�ra�y �ervic� i»�r�e: 7he �-ir��h tom�ora�y sorvrce maEn �nd ���-inch servi�� iir�es ��alM b� ir��talled �� p�c�vide femp�rary wa�er s�ervl�a to all buildir�gs that will r��c�ssarwl�+ be re�uired to hav� ��v�r�d �a��r s�rv�c� d�rir�g s��d wark. Th� c�r�tracto� ���I� b� responslblo for co�rdlna#�nc� lC�e s�l�ed�l� a� �I�e l�r�pa�ary s$rvi�e co�n�cti�ns and perrn�r�er�t s�rvic� rec�nnections vu��h tt�� bullding owners and the Enginoef i� �rct�r �ha# tY�e w�rk bo ��rfor�ned in �� ex�edi�iou� m�nner, �ev�ted water s�rvice rr��st b� re�ar7n�ct�� wiEh��� � h�urs aF �f�s�on�ir�ua�c� �f s�rvace_ A� �-Jnch ��p��r�� s��dE� �r�d �-�nch �orpora�i�n st�p or 2�i�tch g�t� va�ve �+ktl� an a��rnprEat� f�re hy�rant adapt�r �i�kir�g shail b� req�ired �t th� iernporary �er+��ce p�ink �F c�nrtec�'r�n ta 1��� �i4� wat�� �up�E�r. 7he �-inct� t�mp�Tary ��r-�ic� mair� �r�d �!4-Inch service rin�s shall bo installed ir� ��card�n�e to lh� �t�Ea�ri�d figut�� 1, � ar��i �. �" t�m�orar� sen+ice lin� �hall b� �I��nec� a��� st�rlli�e�i by �asang chl�rin� ga� �r chlorinated Cime �M7'�l� p�l�r t� ii�ska�l��lon_ l� twa-in�l� Mx��ter w�kl �� fiurn�sri�d t�y �he� 1+Va�er D��a�trn�nt h+ra��r �h�p an� fnstall�d b� th� �ontr�ctor 2�t I#s poir�t �f cnnrae��i�n tn ihe �it�r wat�� supply �ar record ke�pin� �urpases or�1y, The o�,t�a�Ys�nri�v me��rs s�all be rem�ved, t�g�o� at�d c�llected �y �#�e �ontr�ctc�r F�r d��lvery t� tl�� 1+V�t�r �]���rtmant i�ll�:t�r �F�op �or re�ondilio�it�g or r�pl�c�m�nt. lJpo�t r�st�nr�g perman��t sen+ic�, Che �oe�tra�tnr sh�q r�-instalE �ho �t�r�#ers at th� corr�ct lo�a�ion. The ��te� krox s�a11 be rese� �s e�ec�ssary tt� be F��sh wi�i� tF�� exlstin� �r�und o� a� oth�rnr�isc dlrecked by kk�e �nt��n�e�. �h� t�mporary �orvic� lay�u� shafl �ave a mE��imum a��il�b�e flow ratc of ��Pi� �t a dy�amic �resst�re of 35 P�I par s�rvice t�,p. This �rif�r�� �l�all b� �s�d by #�e �on�r,��tar to c�et�rrr�ine lk�e I��gkh �f temp�fary ��rv3c� a�lr�w��, r�urnber af �e�+ice ��ps and r�uml��r of fe�d po�nt�, 1+Vhert t#�� kem�s�r�ry ���vice is require� for more th�n on� lo�2ti�n !h� �-inch tarnpor�ry s�rvice pip��, �1�}�3�ch ��r�+i�e Iln�� an�l lha �-i�c�� m�t�r ���Il be �t�v�d �� k�e n�xt su�c�sslve praj�ct lo�at�vn. Pa�+rn�nt f�r �rark �u� as fit#ings. �J�-ir�ch sarvi�e Ilnas, asphalt, barr��ad�s. a�f s�rvGcr� con�e�#I�r�s. rem�v�! �# 4�rr�parary ��rvE�es �n�l all ath�r a�sa�i�#ed app�rtenar�t� req�lre�, sh��11 �e Ir��1u�e� In th� ��pr�pfl�#e bid ik��n. �p.9 Ac���st Ih��rthol��, ar�d 1fa�lEs {lJtirity ��i��: �onir�c#or wll� b� ��spor�slble f�r �djus�ing tirra��r v�l�r� b�xes, Rr�a�hoEos sr�d ►+aul#s �o m�i��3 n�w ��v�m�nt �����, Tf�e �ar��l�u ��-4� — — I��ELI�IINAF�Y - FOF� lhJTEF��M #��1JIEV�1 f?NL1f - N�'C �O�i �ON�TRUCTI�N �R BIE7[�1NG ���� � - w7���r11�� ��4��1�l��� � u�il �r;c� L�id wi�l �o f�U payrnent for m�tori�ls i��ludi�t� ��� labor. eq�i�mer�t, t��ls ar�d kn�ir�en#als n�c�ssary �� c�m�fel� th� w�rk�, 8�.'�� Ad�us� W�ter �alve Box�s: �or�tractor +Niil #�e r��ponsible foe adj�s#i�g w�t�r v�lve b�x�s to rr�atch r�ew ��vern�nt �r�de. fihe w�t�r v�lves the�sei�+�s wlll be adJusted, i# nec��s��y, b}r �ity of �or� �V�rtY� Water Dep,�rtrnant far�es. �r�or t� the b�gEnning of worlc, t4�� ��r�kr��tor shall m��ce a� lnventc�ry �f khe cand�#ion af exks�ie�� wat�r val+r� bo�ces. The ���st��c�ic�n �ngin��r wMll field v��i��r �I�i� f�va�#ary ar�d pr�►rEd� �h� �arrtrac�ar r�pla�ern�nts �or broken va1�� boxe�, Th� c�ntractar shall re�lace t�r� valve b�x�s w�ich �r� d�mag�d �3�r�ng �oe���ruct�on at �ro cost t� kh� ��ty. TC�e uniE prlc� bid p�r e��#� wiil b� ��11 c�mp�n�atian ��r al� I�b�r, ��te�ials, e�u€prner��, t��l�, a�[i Mnc�dentals necessary �a ��m�l�t� �k�e work. 80.9i Pu�gin� and �#eriEiza#fon �f W�ter �Irres: ���are being pla�ed lr��� sarvlc.� a�f r�ewly �on�[ru�ted wat�r lie��s shall �e p�r�ed �nd skerill��d in acc�r�ance �rkt� ��-�� of lh� ��neral ��ntracl Do�urtie�ks a�d �pe�Mficati�ris except a� modifi�d herein. T�e ��ntractor �+rll1 furni�h all wake� �or IN�T1A� cie�n�ng ��d steri�i�atior� �f w�t�r Ilne�. All mat�rials for c�ns#ructl��r �f the pro}�ct, Ir�cludi�g ��p�opriat�l� skzed "plp� clean�ng pig��, c�lvr�r�e �as or c�larir�ated lirr�� �HTH) sha�G be f��ni�h�d by kl�e �ontracta�. ��Iorir�at�d �im� (F�i'F�� shall b� used �n �uf�ici�nt q���n#�ties ta pr��+ide � cC�lr�rine r��idual o� fifty {�Oj PPM, Th� r���d�al af feee c#�lori�e shall he m��s�red �fter �� h+aur� and s�alG not b� I�ss ti�an 10 parts per rnill��n of ft�� ��karine. ��larkn�ted w�te� shall �� dRspas�d of in tl�e s��i#ary s�w�r sys#�rn. �haul� a sa�n�ta�y s��v�r no# �e av�akable, chlorin�ted waker shaEl �� "��rchlo�ir�at�d" priar to dispa�al. The fine may not b� ��ac�d in s�nrlce �n�il two su�c�ssiv� �ets �f samp��s, �aken 24 �o�r� apart, h�v� m�t the e�kablls��d star�dards of �UPIt�. Pur�ing and steriiizatE�n of th� �+at�r �ines s�a�l I�� consi�l�r�d �s �n��de��a� to the pr�j��t and a11 �os#s �n�u�r�t! ��+ili �� consi��red f� be in�l�ded in ih� l�r�ear f�ot bld prMoe a� ih� pip�, B�.'�� �Vn�4� �lear P��ssure Pla�ne Bour�daries: ��ntra��or s��ll t�ke t�ote #hat t�e v��t�r li�� �a �� repl.aced ur�de� Ehis oo��ra�t rna� cross or may be in �lase p�nxirrNity t� a�r ex�sting pre�s�r� plat�� b�ur�d��y, ��r� �h�11 �e �a4�en to ensure al� "pra�sur� plane„ �+alves ir+s#alled are in���lled cl�sed and no c«ss �or�n�cii�ns are mad$ belweer� �r�ss�re planes $0.1� 1Nater �am�rlc� Stat�o�x: �Ei�k�CI�A�.; All water sa��rplln� st�tion rr�s��lka[i�ns wial b� }��e at�acl�ed ���ufe �4 ar �s ��q���ed i� 1arg� v�rat�r meker vau�t� as p�r Figure �� �nl�ss otherwl�� dir�cted b� tfit� Engirto�r, 7he ap�roprl�t� wat�r sampling station will be iufnished to t�� ��ntrac�ar f�e� �� charg�; however, #��� �o��ra�#or will b� ���u�ra� t� pi�k up trifs item at tl�e Fi�ld Ope��tlons VJ�f��r��se, PAYPlI�i�T F�F� FI�UR� �� I�J�iALLATI��I�; Pa�+rn��t for all work and m�t�rfals r�c�c��sary ��r the Ir�s��lfaiion oi l�to 31f�-�rf�1� t�pe �C c�p��r senric� llrt� v�+�ll be sh�ll �e includ��l iiti �he p�ice bid for c�pper �erv��� i.in� from Nlair� t� Met��. a���o ��-4� pf���.IMIC��1�21� t FOR INT�RIM FtE1�lEW O�ll.1f -1�D'I' ��#t ��fi�S`r'R��TIQN �I� �IDDI1�� ��1�� ❑ ~ ����i�J�1� �r��i������� ' Payrnen� �a� �EI w�rk and rnat�rials necessary for ti�� Installation k�p ��d�lo {if r�quir�d�, �orp��alsa� s�ops, ar�d Filfings shall be incl�tdsd ir� #tf� pri� }�id fo� �ervf�e Taps t� �air�. Pa�rmenk f�r �la wor�c �r�d ma�v�ials r����ssary for �1�e ir�st�ll�k�oi� of �he �am�lte�� stat'ron, cor�cret� sup�ort bl��k, curb s�op, Fit�ir�gs, and an incic}�nta� �-�ea4 �f t�pe �C cop�er �ervl�� �in� w�ich are r�q�alre�E k� provRde ��orn�l�te and �unc#ior�al w�t�r sa����ir�� sta�ion shall be wr��tu���i i� if�e pric� bi� f�r VVater �ampl� �latior�s. �AYh+4EN`� �OR �I�U�� ;i3 I�1��"A�.�.��`�U�I�: I��ymen� f�r aal w�rlc an�l materEal� raec�ss�ry for the installat�ar� tap saddr�. ga#e �alv�, and fiktinc�s s#���I �� in�l��o�1 ir� ��e �rfc� bid for �eevic� Taps to �Viai�, Paym�r�t f�r a�k w�r�C a�d m�l�rF�E� �eces��ry foe tF�e ie�slallali�n of �.txe ��mpling s�afion, ��difi��Eion �a li�� vaukl. fritin��, and all ly�� �t c�p�er servic� �rr�� whi�k� are requlred t� �rovid� a c�rr�ple�e and funclianel vv�k�r s�rry�fing s#�ti�r� shall be irrclud�d i� th� pric� bi�f for Wa�a� Sarnpl� Skati��s. �0.'I� I�u�tif� �r�n at�d �ea� ���e� Fittir�gs: I��ferenca P�rl �� �or�skru��lan �pe�ifica#ion�. Secl�nn E�-7 �nstalling �ast Ir�n �ip�, �ilt�ngs, ��d ������I�. �ub s�cki�n E�-7.�'i Gas# lror� �r�lit��s; �I�e firs� Par�grap� s�aCl b� rebised ta r�rad as f�llows: � �2-7_1 ���J�71I�E-II��N A�1D CaRA�f-IROf�] F�TTINCs�; �41! c�ucEi1$��r�� �nd gf��-E�on flltings shall b� furr�is#��d wi�kr �eme�l mortar l�nie�g a� stat�d �t� ���lior� E�-7. TY�v prlo� blr� p�r to� a� f�ltings shall be ���m�nt i� fu1! f�r �!1 ii�t�nc�s, jofr�t �������ri�s, �aly�thyl�n� wrapping, I�or9�ontal �oncr�#e bi��kin�, v�rtical t�e-d�wn �or�cr��� bRacicin�, �r�d concrefe �ratk�e n�cessary for cor�struct't�r� �� designe�i. �,ll ���I���-i�an �nd �ray�kt�n fi��in��, va��r�s ar�c! s�eciafs sh�ll b� wra�ped with pc,Cye��tylene w�`��apir�g conforming lo Nl�tert�l ��e�ifi�ai�on �1��� �nt� ����st�uction �p�clfic�t�on ��-1;�, Wrappir�� s#�a�C pr�c�de h�ri�c�nt�l ��rtcrel� bCocking. verlic�l 1��� down �ancr�i� blocicing. �nd con��ete cradle, Pa�+m�r�t f�r kh� �a�l}r�tY�yk��e wrapping, k��ri�a�t.al �or�cre#� �l�ckie�g, v�rli��l �[�-��v�n c�r�c��t� �lacicing, and �r�ncre#e cr,�dle �l�all h� lnc��,d�d in b�d ilem� fc�r vafes ���� fitti�gs an� r�o other pa�m�n�s wGll t�� afl�w�c�. D�81 �PRINI�LIN� ��F� I�U�T ���ITROL: �lal ep�li�af�le prr�visiarr� of ��an{1ae� �p��:if't���ions Ikern 2�0, '��prfnk�'tn� ��t pust �ontrol" shall appl�. I�o+�vever. r�o dir�ct pa}rme�# wiii �e i��d� for this i#em an� li si3aal be cor�skdered to t#�Is con�ract_ 0-8� DEWI�T�RII��: The �ontractar sl�all b� res�or�sibl� f�r d�term�ning lhe rnethod of ���+�tarin� n��r�#[an for #he water or s�wage flc�ws fro�n tf7� �x�s#ir�g ma�r�� �nd �r�ur�d wa#er. Thr� �orrkr�ct�r s���l �e rc:�ponsi��e F�r damag� �f ar�� r�atur� r��ui�l�� frorn �he dewat�r��� ��erak'ran�. Tho DIS�F��R�� �rorr� �r�y d�wal�ring o��ralinrt ���II t�e c�nduct�d as a��rcr�eti b� th� �n���reer, �ro�nd v�ak�� shall r��t �e dis��arg�d int� sa�it�r� sew�rs. aa�z��n � S �-5Q PFt�LIf�II�JARY - FOR IfVTE�2�fN R�1fI��V �1�,4L�' - hI�T ���2 ��i�STE�U��'l�N O� B1D�IMI�C ,� F'�F�� � - ����IAL ��[��ITMC�C�� _ _ Dew�t�ring ��ra�l b� c�n�9der�d as ir�cid�rtit�l to a�o��t��cti�n �n� �Il c�sls incurred wfll t�� cartsi�er�d #� b� 1rrcMud�d �r� l�a prs�jecl prk�e. D�B� TR�hl�k-1 �}C��VA71�IV �N D��P TF2�IV�W��: �on#r�ctor ka �revent an� wst�r flawir�� lnto �pen l{�nch durin� cc�rrstru��'t�sn, ���#ra�k�� sh�ll nol leave �x�avat�d tr�n�h open ov�rnight, �ant�a�t�r shall fill a�y �re�c� �1�e s�me �ay �f excav�tivn, �1r� extra p�yrn�r�t shall be ��low�d f�f thls �p�cial c�r�dlti�n. D-84 TF�EE P��131N�: A, R�F��f��E�: �lati�r�al A�rborist Ass�ciation's'"Pr�ning �ta��ar�is for �had� �`re�s". �, R�4� PF2IJ�ia�1C ��IJIP�ECVT �. 1�ibra#ory �Cn�f� �. Vorme�� V-'1�501�� Raot F�runer �, [VA�TURAI. I���QUI���S Pf��7E�T�04V F�f��� 1. �t�e1 "T" � �ar slakes, � fe�t I�r�g. �, �moot� Hors�,l+Vir�: `l�-1�� gauge �rne�ium �auge� �r 1 � g��ge (heavy �auge). �. �urve��r'� I���sti� �la�g�ng; "T�nclra" weighl, Inte���Eionat f�u�rescant ora��a or r�d c�lofi. �. �omb�nati�n Fence: Cor�merca�ll� manufac�ured ��m�it�ation soi� separ�tor fabr�� �r� wire mesh �ac��r�g as ��+�wn on lf�e �r�w�n�s. D. I���T PF�UC�iM1J� �, �urv�y and sl�ke I�cation of r�ot �run�ng tirer��hes �s �how� an dravvi�gs, 2. l.xsing #he� ap�rov��l sp�clf�ed �qui�ment, tr�ak� a cut a minimum vf �� i�c#��s �ee� in order to minkmi�e darrkage t� ��e und�s#urbed ���t �o��, �, ��c�cfilll and �ompact th� t�ench Immediatel� after tre�ching, �. Pla�e � 3-faot wi�e b�r 4-�n�li ���p c�v�r o� rnu��� avef the �re�tch �s r�quared by the Cngine�r_ �, Withi� �� houes, prur�e flush v�rl�h �t�u�t� ar�d b�c�Cfi�l any �xp�se�S roots due l� c�nstrucli�� aclM�+iiy_ ��v�r with w�od c��p� af rnulch ir� �rd�r ta eq��liz� �olG #�rnp�r�tur� �nd ir�inirrtize w�t�r loss �iue to ��r�p�r�tian. 6. l.rrn�! �ny gr�ding w�rk wllhir� c�r�ser�ra#ion area� to 3-�n�Y� ��axarnum cui ar fi1l, w�th no ro�#s �ver 'l-ir�cl� d�ame�er ba�n� c�� ur�1��s cut by h�nd �r c�t b�r �pscifi�d met�o�s, �quapm�nt and �r�k�ctior�, E, MUL.�F�IN�; �lp�ly �-ln�hes 40 �4-in�hes of wood chips fron� t�imrning �r ���aring op�ratian or� ar�as dasigr��leci �y lh� �r��sr�eer, �a��r�n - - ��-� 9 �F�EI�IMI4VAF�Y -�0� 1NT�R�11�1 ftE1I1�V�f �lVLll - N�T F0�2 ���I��F�Il��ION 0� 81DD�NC� � P��T D � �P��IAL ��N�1T1��� F, �rs� PrunEng shaH �e co�sidered subsidi�ry t� the �ro��c# car�#ract pric�. D-S� TR�E F��11�1�11AL.: Trees to b� r�m�v�d s�rall �� r�rrtov��f �sing a�p�rcable metho�s, Encludiny �tump artd root I�all r�m�va1, 1aa��ng, h��ling and d�rr�pir�g, �.x�r� ��u��or� s��all �e ta�t�� t� r�o� d[sr�ip� existl�g ulyl[#ies b�fY� c��r��h��c� �rtd huried, Tho �orEtrsclor shall Imm�diateiy r���ir ar repl�r� �r�� t��rrcage ta s���lkti�s ae�d peivate pec�perty i�c�u�iflg, b�� r��k lirr�it�d t�, w�#�r anti s�wer s�rvices, pav�m�nt, f�n���, wails. sprinkler s�rskem pipinc�. �tc,. a# no cost to Ih� �wn�r. AI! c�sts for tree rema�+al, inclu�ing k�mporary ��rvice �nst�. sl�a�E b� �a��id�r�d suk�s����ry to lhe �rol��� �o�r�ra�t pri�� �nd r�o addi#ic�r�a� pay�er�t will be allow�d. D�8� 7��"F H����: 7h� r��tter �f subs�efec� �xplaraffar� to as�er#arn the na#ure of the soiEs, ir�cl�din� the am�ur�t �f t�c4�, if any, theo�gh whi��r tnis �ipelir�� installati�n Is to �e rr�ade [s the res�onsibikily o� an� ar�d �EI prosp���ive �i�d��s, a�rd ��y b�dd�r an lhis pr�jec� s1��1G �ubmiC hi� t�td un�er �hi� c��rdJlion. Wh�tt��� �raspectiv� b��d�rs perforrn tFrls subs�rfa�e exp��raiion join��y �r �nd�p�nder�tl�r, �nd wt�eth�i� th�y r�ak� s�ch tJekorrrtirra�ion by the us� o� te�t h��es o� t�tl�er m�2�rE�, sh2�11 be l�fk to li�e �Is�re�io� o� s�ch p���F��cli►�� b[d�er�, kf tost h�rinc�s ��v� #�o�n rrtade a�r� are provlded for bidd�r's in�ormati�rr, at 1he lac�tlons �hown or� �h� Gogs of �orings in tf�� ap��r��ix of ��F� s��clfl�ation, Ik I� expressi�! t�e�lared that n�ither �he �il� nar thr� Er'ic�rn��;r g���r��nt��s ta�� ac:r:�racy for tY�e inforrr��tio� or th��k khe m�#��i�l enc�u�t�r�d i� [�xca�ai3��s 3s lh� ��m�, �'tthor �n c��ra�ter, Go�at�o�r, or elevat��r�, as �ht�wr� o�� the borFng i�gs. It s�rall be 1he res�o��rb€illy �f t�re ���i�er Eo rr�ake s�c� �uL�s�ff��e irrv�st��alior�s as h� de�Gt�� n�cessa�y tc� c�elerrrti�e th� nat�r� of �he r�a#erla� #o �e �xc�valed. Tt�e �ankra�c#o� as�umes all res�onsrblliky for interpretati�n �f k��se r�cord� �nd Fo� rr��king �nd m�intainGn� kh� req�ir�d ex�av�ti�� an� of doing ather wtrrlc afi�e�t�ci �y li�� ���I�gy nf t}�e sft�. �'h� co�� �f all ror,k re�nov�l ���i �Ilner as�o�i�#e� app�rterrances, if re�uirer�, shall be Gncl�d�� irr ti�a lir�e�r f�ok bid �ric� of [h� �R�e. D•87 �l.��Ll� h4�T'I�I�AT��I� �I��DF� T� ��CIIVNI�I� ��hf�'�F2K.l�i'I�hi Prior �o b�ginning oa�nstrucki�n on a��r biacCt ir� tho pr�j�ck, tY7o corikr���or sh�IC, or� a biock by block ba��is, �r�p�r� �r�d deliv�r Ewcr na�ic�s �r flyers �f the }��r7dir�g cor��fru��ian to #i�e fror�� door o� ��cf� r�siri��rti�� �r b��si��:�� kh�# w�ll �� Irn��ct�d b� cnr�stfu��ioe�. Th� twa n�lic�s shall k�s p�e�ar�d �� follovms; 1, Two�W��k �r���ns�ru�tior� Noili��alson rlyer, Ti�� frr�t na�ificati�r� shall b� �os#�d two �2) wea�Cs prlor ko bog�nnir�g �e��r �o��l�lctioe� acti�+ity o�r each b���k In th� peoj��i ar�a. Tt�� filyer shall �� �r��ar�d �r� t�re �ont�actar's �eitefiF�e�d arrd shall include the foiiowirt�g i�tormattnn; hla�ne o� Peoj�ct, D�E �lo,, �cop� of F'ro��c! {l.e. t}��e �f ��rrstrt��ti�r� �cti�rft��, ar��icip�teci cor��tru�lio� lim� wi�hin lhe bloc�c, 6he name 4F the con�rack�r's ��r�rn�n and I�is p�ane number, th� �ar�e �f the �Ily's �nsp�ct�r and hG� �hone n��r��er a�� the �ily's aile��k���rs p�one f�urnber. A sar�r�l� a� #h� 'kwo we��c pr�-c�r�str��lion no��fi�akion' #�lyer is aftacheci. 2. Thr�e,Day f'r�-��nstru�t�c�n �1€�ti�Ecatfor� ��er. ��� 410U 5���� PR�LIMINARY -�OR INTEF�Il41 �EVI�W OfVL�f - NOT FOR C�lV�TRU��ION OR �IDD�N� I PA�`� I� - �P��I�L ��I��ITI��V� The se�ond not�fiic��Fon �h�fl b� �ost�d three �3j �4a�s pri�r to t��ginnir�g �ctual can�ttu�ti�n �n each ��a�;� ir� #�� pra���t �rea. Thfs f4ye� wi11 �I�o be prinked �n �he �or�tract�r's �et#�rhea� ar�tl sY�all �a�ic�lay serve as a f�1�ow-up f�t�t�r #� kh� tw� wee#t n�iifica#ion �ly�r ar�d shalM anf�rm rt�sid��rt� of th� a�ct�af �on�trurt�on durat�an ��r xhe r��ighbnrhood. A�ampl� �f tEtie #rir�� �ay pr�-construc#ioe� nc�#ificati�n flyer is a##a�kte�, �`he cantractnr s�+a�l sul�mk� � s�h�d�l� sho�ring fFre c�r�s�r�c#��r� s��rt ��d �in�sh t�me f�r ea�� baocic o� #he {�rajoc� to th�� ir�s�ector. in addi#ion, �opl�s af both t�y�rs sh�li �e dellv�red ta lhe �i�y I�nsp��toe f�r Y��s re�+iew pri�r being tlis#�i�uted, The conx���tor wiEl n�� be �Elow�d k� b�gin cvnstr��#i�r� �n ar�y black ur�lil botY� flyers a�� dekiver�d ta a�l resi�on#s of th� bl�ck. �lo�troni� versions of kf�� sarr�pls Flyers ��n �e ��takn�d fr�m lh� W�t Weather off�c� �t 3�2- �7�. �la work invof�re� with tl�� ��r�����s#rucli�n �otifi�alion fl��rs shall be c�r�sCdered sub�idiaFy tv fh� cofllr�ct pric� an� n� additior��� carr7�e�sati�n �l��II �� m�de. D�$ � ,14�FFl�;�k�'�'pN�� ����,��rr�e�v�1.��,tr� e��i�-�r:t:r7�r:rii���� �r�-sf�ir,�E��+.�€�c��r���.�is�ll;��,:Y��,�:acansi�i6i��+�,cii� ���e�_tic�r�[{'�t`.���r.��rff[i��s�4 r 4���.��ir��1��1s.rr.�i��t7 .Jx��k�si�ii�i ,r.y';`.�.tcri�.,` ;ir7�1��'..;��?;;i��:i���i�.k����.hC��arkt�-r�tFk���r..�����c;.fr:�s =���sr ��1�rS,'.�,i�������.,� ��.�r�C����r7c��:�1+��iric,4t��s�E�i4�is�cil3;;;,�3 �����f����i,if�����r�r��r�pc�'1��fs���il�'i��;li�i; ���r,��rk:�.���)+�.I���li��{�r�i.�f� _ _ ii��,#�a1E't�i� �r����ti�r��:s, �.#f't�s,`i:r��r�lr;�r�,�l�.�,� ';;I�i;:�11 �c�csts4 �;;�. �Sfti+��]�,�t,���i��,'T:};..�°1:�: ��:1.��'� ����7��.�:}kt�lk�.r1?i{:����trs� ,�,SN7D���r�ll� ��s rsr�arr�.:c` k?ci.�•�.,f2i���r�x�:t��.�d;�a�i��tc:�sal,.`�3���,�����lii�iri�l.�c�rF����viis;4li��n����half�bc �� .1 �, � _ �.3 .,�.,, . . ._ . �ri����_'t�S ,t[�e �coritr�'cl��'°'�a�C�.f�Jd���li:�i� 4�I2il0� ��-�� I�R�LI�JIIN�ARY -��f� ISVT�RIMI I��VI�W OI�I�Y - h,40T F�R �QNS7I�U�Tl�h1 {�R BI€]DITLG (�n bc pri�#cd un ��akra�.lo€'s l,o�t�thead} �ato: ��T. �o: xxx.xx �Lii tli ��� }5 + * � 5 i+� • �±'�1'�J�� ���,�L���: C.�"7 L��-�� O� �����.: ��lp�� ��. bet�een �3e#� �Crect a�d ���uxa L��•} �stlmated Duratioei a�' �uns��Kictio� o� your �trect :�X�� d�y� `�'i�ll� �� T� II�;�`��N1 ��L] 'T��� �l�i�?�� A. ��NYi�A � �' 4��.� `�� ��iT� ��` �DItT �0��4'�� ��{ S O�1 �� A��4�N�1 CO��'���T ��t �P�AC� � �� V ,� L� �i��l�Jl\.r��a 1 �� ��#—� �L R"J� Y .1:+ ## ����1�� 11 �r���i'� �� ��� ���7. �tt�� ���� Y L� ��:.+��� ��1�� l�il� 1��1'� �� i V��� tt ��' �C�U HA� Al��f �U��`��.���, P��AS� CAi�L 1VYX. ��ONTR�CTOIt'� Si1�'���T��E�1"Y'� A.�` �'�`EL��PII��IE 1��.� .1 � lV�r, ���'� �1��1�c��'��t� �i' ���.��e��� �i�.� ,��"�'�R 4:�0 PI�rI ��t [��i 1�V��I��1��, P�.�,��� ���� �7f �7�'�0 �JJf-+f 1�� �LI. 1 ��� IL Y �il� ��1 , JJ � F ■ �Li T �V � �f �4�llf �To be �rintc� on Go�t�acto�'s 1..c�tcrhea�j Datt: ��� �ia: x�x� ��[.�J�E,''i' f�Ir#14'IF: 11+IAY$�:� LQ���'rC}i�l: �'r� L�TS �F �O�TS7'.: �tp�,� �t. �etwee�� Beta �fr�e� A o� �aat�a Ln•) Es�iaxa#e�l D�raltu� �f ���t.ruc��on vn y�our S�re�t: 4�X� da�r� �� �� �� �� .�. ; '�' ��� ��� :��T' X.�_�� . . �, ,# .,: '4�; ,+' � -�,. .�, �� , � ���� �������� �L� 1�1 �+ �L��V� L�F �'� �� ����US I+����� D��U �� ��s i� �� Y�v��� �r��� �r�r��r ���r��r���r���v �rr �rr� ��o�n��v����or��� �r��:�,r���r � � �c�� �v����o�oo� v�nG� ���Y�v r�v �r��� { � n�►�r� ���o� �r���{� ���� �� �:r�r� �o�r�. r� ��� x�vr �r.rc�����s ����r ����s�, s���trr�x s�����t �,�1 #71� I � 1 �� ��57 LJ�� ��1'���3�:J L.�J� �1Y�17�JG�.��11 F���ri Mr. ��(lP+i"�`RA,��"��'� ����l�T'��FDEN'� „��iiT �'�i,����O�IE NO.� ��� '►1'�C, ��X�'�C X1V����'�'��� #1,�' CI'�I1E�Li0� �1�� - .�,�,.��,�,� ���P �'�Y�� �� Y�� F�IV}� � N�i��IY ��� �'.��G�, C 5 - _ ���� �� � ���I������ ����I�� ���������� � DA47 �1PEL1[VE f��NABILIiATt�k�l �l.�R�D-IIV-PL.A�� PIR� .....................................�.......-.....A���3 DA�� �I��.LIN€ R�F��Bk�,I�AT��O�! �a�E ��1LAT���f�1�h17 �Y�"fEi�,+1 ......................................J���-� D��3 PIP�LI�I� R�k��BILITA�f�f� FOLD A�b f�f�N11��PE ................................................ 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A��-7� DA-21 LO��+Ta��1 AEVD ��f ��U�fiE �F �A�11-IQLE� P�I�D 1NA�T��t 1�AL1IE� . ...................... A��-�� ��-�2 R�F�LA�EN��CJT �� ��f��F�ET� �11�t� N�iD CU1�F�l� .............................................. AS�-�8 DA-�3 R�P����E�1T QF �" ��M1l�R�T� l]RI1lE1�lA��� ....................................................... A���-78 DA-�d �t�P��l����Ef�T �� H.�.+ti.l�,�. PA1l�NtiEiVT �1�D BA�� ................................................ A��-7� DA-�5 �RADE�3 �FtU��-l�D �TOidE� ................. .......... ........... . . ......... .. . ............... . ...... ����7� � AS C� � PRELiM�NA�1� -��R �h1��f�1A+1 1��VS�W O�NLY ��1�T FO� ��h1�7Rl3�TlOS� Of� B�DD�h�� PA��T DA, - �1DDITIC�N�IL. �P'��l�L ��NDIT��IV� 4J�^�� YY�4J�� I'�`'L�L��VL3 L�� �V V�F ��� 1� ��IJF VYI���...� ..........................�........+.............-.-..... ��V'i� DA-z7 �Ui`f' ,��It�Ts fv�E��.�D . . .... ..... ... ... ............................................... .... .......... .... .... FI��-8� �A-�8 �" H.N1.A.�_ �UR�A�E ��UI��E {,f`YPE "D" A+�f?C} ....................................................... A��-81 D}�-�9 RE�LA��fi�I�N7 �7� 7" ���l�F2ET� V����Y �UTT'ER ............................................... A���B� DA-3� N�W 7" ���l�R�i� V�ILLEY �MJTT�f� ..... ... ...... ... . ... . . . .. ................................. A��-B� C]���1 N�W 4" �T��DI�RD WHE�L�HAIR RAA+1P .................................. ....... ... .................. �4���� ��k.�� �n �������� ���.,���������i .................................................................................. J���i`�� D�m�3 f�EM�l��R��D ��N�R�T� Pf�V�M�E�T QR BA�� {U`E'[�1�Y �U�'� ........................... A��-84 DA-3h I�A���L7 P�V�V��f�T Nl�R�t��� ................................................................................... 1���4�� DA�-�5 P��E�3TI�l�L1� P�TF��L.�UA+1 �ON'CAMCEV�IT�� A+IATERl�L HAN�LIN� ..................... A��-�5 ��-�s �a��wn��. r�ar���o�T�T���. ��v� �i��os��. �� ��r�T�r�i��r�� so�� ........... �s�*�� �A-37 R��� f2lPE�AP �R�IJT �1LT�� �A�RI� ........... .................... .... ............................l�u�-�Q :'a'�:17��t' ��i����rSi�{ii�'�l'.- ''����"�`���i�i41ti�_"yM f!�}��yF�' �t1{,�4~J:'tis� .titi" . ' .. - . ' 4''- �4,'F5_ '1'yy'tt4,� f{ A � t '�L' ��ti.+�L PR�LIPhrNAI��* ��DFt Ih�TERli41 FtEV�EW Oh�L�f - IVQ"� ��F� ��N�TRU�'�EQN OR BiDDI�I� �1�1�.� �l�► - I�����i��J�l� .����i��l� �r��:������:� _ D�l-1 ��P��.IhiE I�E�J�BILITATl0�1 CLlFtE��M�I-�LA�� P1P�: p,, WOf�FC �� �� f��k��� 7he wvrk #a b� ��ne u�der t�Gs contra�t c�r��lsts of rel�abilitatton o� exi�ting sew�r li�tes b� �h� �ure-in-Pl�ce Pi�� �e�h�� or approv�d �q�al. ��red-1�- ��a�� �ipe �ar�sists of a r�sln f�pro�na�ed flexkk��� fu�e, cc�a��d with an eGa�s�omer�c c�at�ng, �5+i1$fl �f1V�l�$� �f1�0 24�1 ���S��'r]t� S�tiA+�f Q14]$ t�r0U�F1 B}(����fl� �CG�SS ft1r7f1IlOi��F �nd w�ich, �n�er pro�er h�dro�tali� �n� �hs�mal r�ndlt��ns, Is �ur��-�n=p�ac�. b��arning a structuralky saund �ured-in-plac� pE�e. The thickn�ss of #h� {�ipe �r�1� �e c�«[a��ci �}� t�e �#�u�i��ra! r�quirem�r�ks of �h� s�wsr pip� wikl� n� I�ss �f crvs� seck'r�na1 �rea ather than #�e Ehicltr+es� of the r�sin�Empreg�at�d tuba. The �l�e wili be �mp��m�ab1� to v�a#ar, �fOv�¢� Cor��S1Q�1 f�s��t��c�, ar�d an optir�urn frkc#lo� fa��or for !�e sewer flaw. �����h ��nnec�Eo�s sC��il �e r�ia�stated �}r � rem�#� cv�+#r�ll�d �ut�inc� device, �'he waf�C cans�s�s of pr�v��lang all I�bar, equiprn�n�, tran�porEation, rnaterials, ar�d s�pervisi�n necessary to : �. Tfi�ar�u�h�y cf�an sowars as r�qu�red for the i�s#�1la#iar� af �he r�sin-impregnate� tube. �. Ir�spact ��wers ��r �losed clrc�al� c.�€ar tel�vi�i�n {��7V}, [r+cludir�g k�sn�ifyEng ar�� marlcing the ��c�li�r� �� ���h servlce c�nr�ec�Eon. ��s� ��rbsidiary t� Pr�• �onst��ction TV Inspac�i��, �. �lo�ify �es�don�s at Ce�s# 48 hou�s pra�r to s��vic� �nterru�tron. 4. InstaGl #�ts res�n-i�pr�g�at�� t�be �f fh� corr��t thG�kne�s as specifled, �� �, �uk o�# a�l s�rvice connections b� remak� �uhtars and r��tar� ��rvsce v�vithir� 'V8 �ours, �, i�etr�s��ct b� ��l�V to �er+f� �atis�ac#ory corr�pl��ior� af wo�� aE #irn� 4# lat�ral re�ns#aterrre�l. �ost �u�sidiary to i��s����nsfru�tian iV 1ns�e�tlor�. � 7_ Pump ���und a1� d�y at�d wet �,v��kher fl�ws �o a�commoda�e trie }�roce�s at each sep�r�xe 9nsta��ation. as requl�e�#. 8, ��rx�ply with a!1 ap�ro�ria�� gove�nm�nkai ag�n�i�s' �eg�lat��r�s re�ard�r�g trafflc, �af�#y proc�d�res �r�c� permits, ll�e �ost of wh�ch �s tt�e responsibil3ly of t�e �antra�tor. �, �41A`i�Rl,��.�: Tk�a �t�er �e1t t��e s�all be fabrkcat�d to a sia� t�at whe� tnstalCed wili t�ght��r flt tn� ir�ternal ci��umf�re��e �f #he carrdult sp�ci�ed by lhe �wn�r, Aliowan�e �or cErcur�ferential stretc�ing �uri�g �nversGon shal� be mad� an€i sk�all �eet P��T�+l-'1�'�B, Th� minirn�� I��r�tl� shall �V that de�med ne���sary b� the �antr�ctor to effec�iv��� spa� th� �istar�ce ��vm #he lnleE t� th� �utle# o� the res�e�Elva rn�nholes. unCess �the�wi�� speci���d. The �oritra�tor s�rall verify t�� lenglh� 9n t�te fl�1d be�or� arnpragr��x�ar�_ kn��vi�u�� f�ver�E�n may+ �e rrkad� �ver on� or �rrora manY��la s�ctlans� �� d���r�11�[1�C� lR ihe fe�d by the ��nEra���r. i���:l+.�'' S �a� �� � �����1}I11'!1'ti� 7 " ��ft �il i ��71Y� fk� V ��YY V�L 7 ' �V� �V� �Vi'��7�R4i���tiJ� �� i1ILJLJi1'1� - � - ����- �� � �►i��i�r�c����. �������... ���nN`N"���� lJnl�ss okherw�se spe�l�led, kl�� ��nt��ctor ���II fur�fsh � gen��a[ pur�os� un�aturate� p�tyes#er r�sin �nd catal�st syst��n that �e�ts A�T�+1 s�a�r�ards a�� #h� �inis�red ��re� ph�s���l �tr�ngth� �����fiad, �. R�Ql.1lE��D Tr-II��C�IE�S �� �L�RED-[CV-€'[.���E PCF��: Th� th���tr��ss �f the �f�e wilf C�e de�ermi�e� fr�m ir��arm�t�on sup����d o� �r�an�fa���r�'s r�c�r��rr�n�akian for th� c�ndjtior� af t�e �xls�ir�� plp�. �houfd ��e�€nsta�a�tior� In�pe�tlon� re�r�a1 tf�e sew�rs t� b� �n s�b�tar�tEa�fiy dlff�rarrt c�n�lltl�r�� ih�an th�s� ��r th� design �ons�de��t��rr�. tfi�� �onkr�ctor ��r� requ�st sucY� �h�nges fn pi�o #hi��r�ess, s�pp�rtlr�� s�cF� r�qu��t w'i#h design �a#a �r� accordar�ce wi#k7 ti�� �Ep� r��n+�fa�lurc�r'� standa�� design crE��ri� �s f�tlows: �ewer Di�,metor ��, �„ '���� f 2�� 1 �� 18" 21tl �4,� 30� 3G" ��X �QR ❑ ��� 5Q" LIiVE�k TM1�4��JES� �fp� �r�rre�t I�f�e Ir�vert bepth �p to i 0' €�epth 1 Q"-1 �' Pfpe Inv�rt Cl��kh ��r�r � 5' �ars� t�� mi�ir�urrti� �,�rnm fi.�mm �.Omm 6.Orr�rt� 7.�rnrn J.�r'nr-� 1 �.�rnm '� 2.�rr��n 1 �.Omm '16.5rrtm ��aw+liill� �.�I'f}Rl G�. �� � !� ! � ��, �G71111 �.�mm 6. prrrm 6.Orr�rn �.5n7m �.0 enm '� �.�mm 13.�mrn � �.�mr� 1$,pmrrti 2'S ,Omrn ��.�rrtm 2�,Smr� ��.�R1R1 3�.5rr�rr� 4. � t-� rr� 9.0 rn r� �.�mm �.4rr�m 1 �1.6rnm 13.5mm 15.Qmm � �.�mm �� .�rr�rtti �4.qmm � 8.�rr�r�n ��.�i11T71 kllliVl I III I ��.�C'�ll'!1 �. PR�PA�21�T�F2*�' W�RkC: The �nstallation pra�e�u�es �h�1E be �� ��E��ws �r�t�ss ot#��rwls� 2 p p rov�d b}� t1� e� �t�r. �. �afe�� -�`he r,ontra��ar ��fa�l car�y o�� h1s �per�tlor�s ir� strwc� acc�rda�nc� with a11 �afel�r requlramvn�s. I�ari��ui�r �t�er�t��r� �� drawr� tc, t�7��� safaty r�quirer�ents tha� ir�vaive war4cirrg wlkh sc��folding ar�d errxar�n� conflr�a� sp��e�. �. A�lI �aserrterit� s�r�11 b� �iear��� �,p af��r u�� a�d r�s���ed t� tY��lr orl��n�l car��l�i�ns ar ���ler. Ir� #h� �verrt additior�al war€c raom ar acce�s Es �equlr�d i�y tl�e �on�racE�r, i� s�all �e the �or�tractor's re�pans€bil�k� I� ��tain writt�n p�rmis�i�� from t�� Prop�rt� pwner� invalved �or the us� of adciiti�n�l propa�ly roc���r�d. hlo addEti�nal p��erl��k wlll !�� �Ilc�w�d for khls 4#err�. If a str�et rnus� be clased to tr�ffic � ���-� PR�LI�411�1►4F21f -�'OR INT�R11h� FtE1lI�W �IJl.lf • N�'M' F��2 �OiV�TR�.I�Ti�hl �R BIDD[hE� �rA1�T ��4 R �[�[]�T���AL �P��lAL ��IVp�TI�fV� �ec�use �f the �rientaiGon �f ths sew��, �h�a D���rkment �f �r�g�nesrlr�g shal tr�s#itute the ��t�ar�s �ec�ss�ry to do t��s �o� thc� �n�Suak1� agr��d upon tim� ��riod, 3. Before �s�ng ar��r wate� from Ehe ���y �� ��rt 1Nork�, �he ����r��iot sh�lk b� respae�sib�e for tF�� water rr�e#er a€�d rekated char�es for the �a� t��, �n�Ru�ang #he w��er +��ag� bIIL Alf axpet�ses sfi��1f be �r�s��er�d incid�r�tal lo ��ea�ln�, �. �leaning �f Sewor L�ne � It sl�all b� #�e r�sp�nslt�llity �f #h� ����tr�ckar t� r�m�v� aC1 i����n�l d��ris ��t af �Y�e �ew�r rines �€�d flus� tl�� sewe� lines cf�an, �Is�os9e�� �� debris of�-s�t�. [���ris is not �o be w�s��cl ciown�#ream I�io oth�r s�w�rs, All so�ld� �r semiso�lds r�sul#ing irorn the �ieaning �peratlans shaal be Fem�vsd fro�n !he s�te and dis�osed af a# n� a�dit��n�l co�t to #h� �ify. Ik j� the�fes�a�si�llif� �f the �an�ea�tor fo �ecure a Cega1 d�mp s�te f�r the dispasal of thls mater�al. All rr�ater�als shal! b� rem�ved from iF�e slt� rro iess o�t�� tha� at the er�d o� �ach worSc r���r, ,�fl ��st f�r th� ab�v��d�scrlbed worlc ��a11 �o p�i� fa� b� khe �rfc� bls� ��r linear faot fo� �l�aning �n� ��levlsinr� �nsp�ctior�. 5, �nspectkor� �i P�p�lln�s - l�rs���#ion of plp�lines s�afl be �erfarrr��d b� ex���ienced pers�nnel Erarned �n Io�aking br�a�Cs, obsta�l��, �nd �ervlce conn�cli�ns b�+ �a���d clrcuit cal�r television. 7eEevislon �nspectRvr� sha11 be irr �ccardance wl#h #he �p��li�calions coe�tain�d C��eewith for "'Pr�- ar�� Posk-�onsk�uc#lon 7e1evis�on Inspeckion of �ar���ary �ewar �fr�es". �. ��1S7A�L�Ti 1�f� �� THE RE�IiV I�IPR���1�17�� TtJBE: �. T�t� �or�t�ac�or s�r�!! t��sign2�t� � la�a#]�n wl��Ee th� �r�cur�� �c�sin fr� iE�e o�lg€��I �ontain�rs ar�d t�e unkrn�re�na#e� fibar-fa« t�,be wNl �e �acuurn �mpreg�at�d �ri�r t� i�stallation. �I�� ��nt�act�r shall a�lowv th� �w�er t� insp�� tl�� materaals �nc� "v�ret-out" �rvc�dure. A��si� �rrd cata��sl sy+�t�m �ompa#i�la w�kh r�qurrerr��nks of this methad s��11 be us�d, ��re quantifRes of #he ii��jd tl�errn�set�ing mat�ria�s shall b� �er rn�r�ufacturer's st�n�ar�s x� �r�rrid� t�e w�l! ihic�nes� spec�fl��. A�N f�1t sh�ll b� rm�regn�t�d undee �a���m, �. �he wek�aut fibc�r f�lt tub� �ha11 �� anstalled through an exls�tng m�nh�l� �r oth�r ��pfav�d access t�y means of a� Invers�ar� �rr�cess and #he a�pl�cat�an of a I�ydr��tati� h�ad suff��i�nk to ful4� axten� it �o the n�xt �ies��nat�d mantr�le, ii�e �€�p��gr�aled #ul�� ��a�1 ge�eralw� �ae 1e�s�rEed i�to tE�� ve�t�car inver�ian ska�dpipe w�th the km�er�xr�al�re pl��t�� rnembra�� s�d� vut. A� th� kr�w�r �r�d ort the �nversEon st�ndpl�e, the felt t��e �h�ll be turr�e� ��sld� out ar�d akt�ch�d �o tha �tar�dpape s� t�at a I�a�C�pro�f seal €s cre�ted. l"�e inv�rsi�n hoad wN1 b� adju�t�d to be of su�fc��nk heEght t� cau�� t�e am�regt�a�ed t��� �a inv�rt feo� rn��thola t� m�rr}�ole a�d hol� tf�� iube t€ght ta ih� plp� w��l and pr�du�e dirr�pE�s at #he slde �onnections, �1 lubr'r�ant, i� us�d, shal� k�e a� ��proved by m�n�fa�kure�'� �tar�da�ds. �anufac�ueer's star�dard� shail b� cl�s�l� follow�d �urin� #Y�� �I�vat�� t�mperalur� curi�� sa as nol ta ov�r-str��s t}�e �elt fi�er �nd �ause damage �r �allure prlor t� ����. In ce�#ain �as�s, the �on�ractor may �tect f� use a t�p �nversion. 3. �urtng: Aft�r �nvvrsG�n Is comp��#e, #h� �oniractor ��al� suppl� a s�lt�.b�e t�eat �a��ce ��d w�ter o� st��m r�ci���la#]an equ[p�n�nt. TE�� equf}�m�nl s��11 k�� � ASC-5 PREL,iI'4���Jl�Rlf ���R l4�TEftIIVI f�EVI��N ��V�Y = NO� ��R �OC��TRU�TION OFt BIbDING ���� a� - ��v��'No��� ���ci��. �o�v�i�r�o�s c�p�ble nf del�v�rir�g ho� w�t�r �r st�arn fhro��ho�,! the s�cti�n b� rr�a�,�rs of a pr�- �t�ung hoss, w��ich h�s b�an �erforated J�er martu�acture�'s t�rc�rn�7ee�d�tior,�, to unlf�rmfy raas� tl�e wator t�mpsrat�re abov� tk�e k�m�e��f�re r��u�r�d �a eif��i a �uro of t�� rss�n. TC��s t�mp�r�ture sh��l b� d�t�rminetJ by tl�e r$sEnlc�talyst systsm �rnpC�y�d a�nd sha�IC �� p�r rt�ranu�act�arer's �t�ndarc��. 4. �`h� #�ea� s�+�rc� st�a11 bo li�tod witC� suita�€e monit�rs tc� �a�r�� �he #�mp�ra�#u�� of #he in�or�ln� arid outg�l�rg water �r stearn ��pply. �r��tf��r ���� �aug� sh�11 �[� pa���� at the r�r���t� e���holes kv tletermine �h� te€r�per�tur�s d�inng cure. Initia� �ufe sh�la be ��emed to b� com�Eeted w��rt insp�e��lo�n �f the expase� p�rti�ns of �he cur�d-�n-pl�ce pCp� a�p��r #� be t�a�d and sound. il�e �u�� periad s�rall b� of a dur�#ion re�ammer���d �}r t1�� f��ir� rnar�ufactu�e�, as m�di�e� far tl�e ir�versEo� �r��ess, dufCn� w#�i�h tEme #h� rsclrculetkan �f ihe water and�or steam a�r�d cy�ling of the heat sx�h�a�g�r to m�intai� the t�mp$r�tu�� c�nt�rr��s, �, �aoi-down: �'he �o�kr��tor sl�all c�ol �he .har�ene�i c�r�d-l�-place p[p� ko � temper�tur� b�l�w 'lU� ��ef�re r�li��+in� fhe static head �� tl�� €nver�lon sta���i�e. ���I-dawr� may �e accomp��she�l b� Inlro�it�cfn� �o�� water i�t� t�re f�ve�s�on s�ar��pipe ta r�}�1a�e water or steam being drarr�ed frr�rr� a�mall hol� rrra�e ir� El�e dow�s��eam end. ��re shall be tak�n in #he r�laas� of �rie sk��l� he�d so �hat � va�uurr� wi�l �o# t�e de�rei�p��i t��t c��l� �larr��ge the r�ewly inst�ll�d cur�d�in���ac� �Epe, F. ��R1�k�� ���V1�k��TI�C�l�: Ai#�r t�� plpe �as been insta�kec�, �he �on#r2�ckof s€��Il f���e�n��t t�e �ctive service �o�ne�tlon�, Th�s �#t�al ��neral�y b� dane w�thput excavatiorr, �r�d, in �he ��se of nor�-mar� en�ry p�t�es, Fr�rr� lhe�� Inlerl�r pf t�e pipelir�e by rr��ans �� a tafe�+lsfa€� �a�meta an� a cutling device that re���t�bllsherl ti��m to n�t fess tF�an �� �err.���t capa�l�y, Ex�sting ��rv�c�s �hal1 b� r��nst�#e�i wlthfn 1� I�ours oF ir�sta��l�t�p�. S�a�ld �nk��r�aE retr�s��tement no� be p��sible, th� st��vi�e� must b� �����nact�d exkernally by ex�av�tion imme��at�iy. �ervir�� s�d�les a���pta�le lo t�� ��gineer sh��l be utilized, �a�k�i11 �t servlce conn��ti�r�s �haal b� ��rt�er�t st��ilF�ed {� sac�s ger cubi� yard} tn a pa€nk '�� l��cf�es �ba�r� th� servi�� �atef�l ko lf��ck� �n#eese�tfar� and shalt be ln a�c�r�ae��e w�€h these sp��if�c�tions. �a�h ��con�ecti�n �h�G� I�� �aid far separ���l�. �ix �n�h sewet 1ir�es shall have serul�� cor�ne�#ions �orr�pl�t�� t�� �xterr�a! m�rans, ��r�krac#or m�y re4c�nr�ec# th� �" s�w�r line co�e�ec.tiar�s b}r ini��rrr�al e�-�eans f� sp��l�l ���es with th� �p�eoval �P the Engineer, �. A���PT{�N��: T�e fir�jsh�d Cklr�,l�-pla�e �31p� Sh2�ll �]P. ��C�tt�U4�� QY�r th� erl�tr� I��g��l �f ae� inv�fisjon �ue� betw�en m��t���es and b� smoall� �nd frc�� �ram st�bstant'rak wri��Cles, �s we1� as def��ts, and �m�r�p�r hou�� c�r�nections, �i�o�,�d any �f thes� d�f��ks o��urT t�� li�e s�rall �e ex�arrat��, re�afr�d ar�df�� r�placed and co�ztip[eEe re�taratian ma�� k� lhe �aiis�ack�oi� of k�e Cf�y a� r�o �ddrlia��al cas�. Th� w2�t�rt��htr�ess of the pipe �C�all b� t�st�d for 1��1�� �r�der a p��lkive he�d during c�tre with �l�owae�ces �etn� M�ad� far en+� I�a�Cag� ar�d ke�rnp�rature vtfe�ts, F�. ���AiJ-UF�: Upar� a�c��tan�� o� ths 4nst�l�ati�n w�rk ar�cf t�s�rng, tt�o �antractar sF�aA �eskoee �he pr�j�ck aroa �f�e�te� by t�is a�aerat��ns t� orkc�l��l or �ett�f co�dlkior�s. - '�" A��-� ` PRELIMINARY ��OF2 iNT�FtiM RE�fI�W ONLY - NOT F�� ��h#�T�2iJCT��l4 OF� �IDDfN� - - P��T �A - ��DITi�C��►L. ����11�L ��1�Q171��l� -- PAT�CVT�: Tfte �ontra��tor shall �v�rr��� �r�d sa?vv h�rrn�ess #�e �+ky and al1 of fts af��ers, a�g�n�s, a�d em}��oJree� �ga�nst aEf claims far pa��nt ir�frir�g�men# ai��� �r�� lo�s �trer��f. J. ����1A��. �OT��� 7he �a�tract�r sl���I be �i�t�l� �or da�agas to t�e k�amas �afi bas���nts f�orr� ba�lcups whi�h m�� �s+�Et d�rir�� th� ir��tal�afi�n of �ew p�pe. �, Nti�A��1��N1��l7 An1D P��`Ni�N�{ �, �ur�d-In,Pi�c� Pip� ��IPI�j Mns#a11at1or�: �1PE� install���o� v��ll be m�asu�e� f�r pa�menE b� lha �ir��ar faot af �GPP �ctuali�r In�talla� in #�e varlous daam�t�rs of sewer� rn�asure� �lor�g lYte ��r�k�riine of th� s�wer fr�m cee�teralr�� #o c�nl�rlir�e of man�a�e�. �ayment u�rila b� ��ade f�r #he qu�nti�i�s measure� at t1�� ur�€t �rice per �inear fo�k �or tho varlo�s sewer di�,met�rs k�ste�. �. ��rvice Re��nne�tE�e�: �'�ymar�! v�iGl b� rr��d� far the ��antities meas�r�d at tY�e un9t �r�c� Qor ��ct� Ilsted rr� ihe b�d pro���al. P�yme�l s���M �nc1�d� akl kab�r, r�at��lals, a��i #�o lat�ral can�ection, ir�cluding a�l r�ec�ss�ry ��}�e and �Ettin�s ko c�r�n�ct ihe �xlsting s�rvl�� 1in�. Pa}+ment sh��i no� ir�clud� pav�rrti�nf replac�rr��nk, wt�ich if Eequire�i, sh�ll be pa�id s�parate�}�. 3. Televis�on le�sp���ior� ar�d �lear����: �pe�i�l �o��l#�on fo� P�st��or�stru��ion ielevision �ns���tian ap�ti�es. 4. ��wc�r �le�r�ir�g b}r �uck�t N4�c�rne: �leavy cl��ni�g �equirin� m�ra t�ran h�dra�rlic �e# ���an�ng sl�aN b� p�rform�d b� bu��c�t rna�hlnes. Th� pa�+ment fort such cke�ning sh�l1 b� �n�1r���� i� th� bid itern f�� P�'e���ons�ruct�on Te1�v��ion Ins�e��l�n of ��nitary ��we�. �. B�-Pass Purrxping: T�te �ont�ackor s�al! provide tii�erslon f�r #i�e f�ow of se+a�a�a a�o�nd the se�fion or secta�ns of �ip� d�s�gn�#ed f�r �he �rner���n af the resin- l�rr�regr�ak�d k�b�, TM� purn�� and b�r-p�s� li�os �4��11 b� of ad�quate �a�a�ity and �i�e ta C�and�� akl fE�ws. �1€ casts for by4p��s pumpl��g requira� d�rin� in��alfat�ion of tYte pip� s�r��l b� su�sldi�ry �o #Yte p�pe recons#�ucti�n it�rn. fi. P�int F���a�rs: Point r��airs ��a1� bc� r�r�de b�fore c�r aft�r a�urod-le�-pl��e pipe lr��tallation a# the �ont���t�r's optiar+. Point repairs s�aH 1�e �ond�cted �nEy lf mut�aally �gre�d !o by the �epa�tr�ent �f Engl�eerin� arrd tl�e �or�#rackoF p�jo� ts� �cceptance of the lkr�e f�� r�cc�nsk��r�iian. Bef�r� ar�� e�ccava�tion is �i��e for a�� �urpvse, It wall b� the r�spor�sibi�iky of #�e ��ntr��tor t� chec�C wi�#� vaf��t�s uti�Mty com�anfes and d�t�rmir�e the Ic�cati�� �� thefr fac�l�#i�s. P�i�� re�a�rs s�al1 �e ��asuro� ��d p�id �or by t�re I�nea� faox #or the a�pro�riste �epth �f ��t. Pa�rnent shaN r��l�de all labar, materi�l and �q�iprr��ent far pipe f��l�ce�non� �cc�r�in� #o stan�ards_ 7. �u�sf�iary Wor�: P��y damaga r�sulting #� u#iliti�� and properky. �esu�tlr�g re�ajr�, t�r�p��ary �ervG�a �ost�. et�., �h�1! be borne b� �an#rac#or, R��ai� an��ar r�pl�c��ent �f fenc�s, �p�9r�k��r sys�ern �9�ing ��d ather �u�h ee�l���twae� w�r�s resulting fro�� �on#ra�tar ac#iv9ties shaCl be cor��Gde�ed su�sidEary t� 11�� ca�t c�f i�e �r��ect and �to a�kditi�r�al pa�rmer�# will be allow�d. •�{4ti�_ �F�� ��V�1 PRELIINlNA�2Y ��OF� II�"f�RIM I��VIE�V DhiLY -�1�T FOI� ���l�TRIl�T1�N C�F� $1DDIC�C� - ���� �� - ►���i�r����. ������r.. ��������r�� ��a-� ��g� �,r�L���E�r�r�r ��rs��r�: �. ��r����.: �, i�escription: �'his specificaklon ir�cludas requ9��rr�er�ts ka r�habMl�tata exis#ing s�n�tary sew�r� b�r lh� pipe enla��emen� s��tvm, h����r� c�lleci Pi�e Burs�ir�g or P�p� �rushfn� {�ip� Burstle�g��eu�shing}. ihi� s�stem �nclud�� spf�tting ar bu��ting kha exls#1n� pi�e t� lr��tala 2� r�ew palyethyrle�� pipv �nd r��or�n��t exEs#ing sev��r s�rvice con�e�ti�n�. �, h+tethods: T�is s��#i�n sp��ifie� tha a�prove� system rr�ethod or p��o�ss to ln�lude afl labor, mat�ria�s, to�ls, eq�ipr��r�t and inc'r��r�tals n���ssary t� provid� f�r �fne c�m�lete �e��bill#at��r� of �e�eriara��d gr,�vi�y sawer Ifnes b�r !h� Pi�e Burstir�g��rushin� s�st�rns. Appra�red mekh�ds inc�ud�: th� PIM ��rp�ra#l�n {Pi�1 ��st�m}, �iscata 1�ay, hlo��r Jorse�; �1cLat �ot�stru��€on ��1��o�n�1f �ystem for Pkpe �rushi��}, I�oustan, Texas; �.�ric� Tr�i�cfrir:ss R��I�ce+��c�nt S��tcrrf�. TE�� ��S��TTi�� �.$� � �'.+r7f19��, s���[�'�t�}:�1;-:,�!1��:4�. -';�•�=�tk:.'-p=i;FJ��'l!`.:ia,,�;:.}.k�l}),k'�L.`�1:��.�f'ui�;,-:!�;��;���� ,.� ;., . _�r � ., � �ti ., .� 7r�.� ��.���.,.� �r : �- � s`.�:�i } � :,... .,. :�U. .. ..r..�'�ti�,4'.;n:-..': {;'.:�-�r N���- 1W � *-rr�'1�� r �l� S lxl 5 I� 2z.3;...t� � � 5,� y' {,.� I��":J L� 5 i .2� :�,� �,d x' a 1 r�'i 4�+t 3_ 1" i�.�.:� 1 I I+�; 1' ��'�F �. „�s{�. R���� �i��k:��� C,'i �IP ,1 .I: ,,;�'•;-�...-... ,..'.�fr,'. .'�',. .r.,'—!' �'li-... ,�i t' ��,� . �, 5�, .. _ v . .. .. I:` �..�, . . ...�. �}.�,���i'�'���?��:�i,�' . 3, I]efinii]�Rti: �he Pipe �u�st€ng��rus��ir�� syskern [s d�fi�od �� th� r��on5�ru�tion �f �ravkt� sewer pape �}� �€�stallirrg an ap�r�v�c� �Ipe m�t��ial, k�� m�ans �f �r�e a� #�� pre-a�prov�� rrrethods ��t f�rkh I� �ection �A.� �t thls sp�cift�afion. Tho �roc��s i�v�lves the use ofi a st�ki�, h�d�auli� or pneur�atic f�arnme� "maling" d�vl�s, suitat�Iy ��ze� to break out t[�a alcl qipe or u�En� modifie� b��ing „knif�" wi�lti � �lar�d pl��g that impi�das and �fus4�es t�e exlskrng �ew�r pip�. Forwarcf pr��ress of the "rRole" or �h�e "kniFe" ma� kre a�ded b� tf�� us� �f h�r�r�u�ic �q�ipment or �trGer 2����r�t�s, �s sp�cified in �he 2��pro�r�d me#ht�ds. �f�� �e�lac��n��t pa�e is eEtt�er �u11ed �r p�she� ir�to tf�� ��ra, ihe m�thod allows for �o�Cacerrter�t a� pE�e s�xes fro�� 8" tF�r��gF� 2�" a��lo� ��sFz�r�g lr� ►��ryln� ln�rer�e�ts �p t� �'k". `�his specifl�ation i� based �n th� �r��ed�rrE lhak th� �'I�e Burs��r�gl�rush�ng ��+sterrw u�ed has b�e� �r��ap�rroved by� kl�e �it� of ��rt 1�+t�r#� �ep�rt�ent �f �ng�n��ring� ar�d Fa� +�V�rlh 1N�,#er D��a�rlman�. 4. t��al�ky As��rance: �#�� �o�tr�c#ar shalC be �et#ifi�d k�� t�v par#icular Pipe E3�estin�J�r��hi�g sys�em rrran����tu��r tha# su�l� �irr� is a IEce+�s�d Ir�staller �F tF�eCr �y�t��r�. �o ot�er f�ipe �3�r�tln���r�shsr�g s�+stekri �lh�r thar� �hase 1Gst�d M� ��ct�on A►.2. oF these sp��ific�tiar�s is a�cept,abl�. a. ��rsonnel �fF��tly fn��lvad with f�st��l���g ihe new p�ge ��aIC rec�ive tr��ning Ir� th�e p�opar m�t�ods Far �o��t fusle�g, ha�n�ling, �nd lnstaliir�g the pol�ret�yaene p��re. �"ra�n�n� shalE b� p�rformed b�r a��al€fied re�resenkative as d�t�rre�in�d �y the p�pe mar�u�ac�ur�r. b. P�r��r�nel dir��lay lr�voiv�� wltt� Gnst�lli�g trie r�ew p�pe sh�l1 re��lv� �ralnin� Ir� the pro�er rnat�od� for J�Int f�s3ng, har�dCi�g, a�d installi��g th� poi��#fi�yi�r�� pi�a. Tr���11r�g sf���l bo �v�f�rm�d �� a qualified ���r�sentative �s �eter�lned 1�y tl�� pi�� rrta��fa�tur�r, — - — #���-8 �'RELi1�1h1A�k11 - ��f� tNTERINI R�VI�W �NLY - NOT F�R ���1��'F�U�TE01� 0� �I�C]IN� P�41�T D�1- A�D�1TI�1��4L ����I�►L ���1DITI��1� E ��,�rnittal�: �ubmi� for revier� �r�d a��a�#�r�ce, lk�� �ollowir�g ��r�lra�tor'� 1+�.+ork �fan and C]r�w�r��� to the D�gaetmenx �f �ngir���ring (D���: a, S��p draurings, �atal�g data, a�� �arru�acture�'s te��rnrca� ci�t� shawi�� �m�lot� ir�formataan �n rrtiateria� carrr�a�itinn, ph}�si�al pr�p��kias, �nd dEmons�a�s of r�ew pip� a�d #Ittir�gs. in�lud� manufact�r�r's r��omm�ndatior� for ha��ilr�g, s#vrag�, and r�palr of pape and filtings if ��rrra�ed. t�. L��a�i�n an�l nurnhor of �vr�l�ack�r ar�d subm€tt�d [�0�. Insert�o� or access �sts sE�aR1 be planned b�+ 1r� w�wtir�� prior tc� ��c�avation for approval t�� �. A+le�h�d of con�kruckio�r an� restoratlon of e�slstkr�g s�we� �arvic� �or��eoti�n�, Tfn�s sh�1l 1ncl�de; 1� D�tajl drawkngs �r�d wfiit�n �i�scrip�ior� of th� er�li�� �ans#r�cti�n prac�dure ta ins#�I! pipe, bypass sewag� flow ar�d r�conn�cf1or+ a� sewer �ervlce co�r��ct�ans, �) Worlc�n� �ra�,vi�gs f�r infarrr�atior� �nCy s�t�wln� sewa�� tlaw by�ass, and �na�nte�an�e �� tratfi�. �o�tractor shaE1 provide f�r con#i��o�s �evrerage flow. E�ewat�ring �haH la� t1�e ��n�r���tor's �esponsibl�liy. 3� �� �er#ific�tian af wo�icrner� lralnin� far installin� pi�e. Teia�tsi�n Inspection r�port� an� vid�c� t�pe� r���e afker e�ew plpe insk�llakiori, 6. G�Ilv�ry, �lorage, ar�d !-�lar���fr��: a, Trar��p�rl, har�dler and store plp� an� flt#in�� as recornmar�dec! by fna�ruf��kurer. �. Ef n�w pipe �nd itt�r�gs ���ame dar�aged ��f�te or d�ring �nstalMati�n. �t sf�all be repaired �s �t�commended b}r the r�an�factu��r �r re�ka��� �� requ��eri by krie Pr�Jec� Ma€�ag��- at #he ��r�tractar'� exp�nse, �e�ore �ro��sdir�� �urkh�r, c. D��i+rer, �tore an� handi� okF��r mat�ria�s as r�qt�ire�i to prevent darr�a�e. � , r „��'. rUfAT�Ft1A��: 7. P�I�ekhy��ne Piping iv��t�rial; The pf�e ar�� fiktE�� rr��lerial �Ytall �e hEgh der�sity� �x#�a rr��fe�ul�r w�lg�rt (�F�P.+IW� poly�tl�yler�� �i�� mater�a! c�nfor�ning ko �S�'�+1 �124�, T�pe iik, �l2�ss �, �ategory 5, �r��� F��, and k��v� � I�k�! (Plastic P��� Instit�t�} eecamm�n��� desir�n�k�c�n �f PE3��8 ar�� �ell �la,ssifi�akion 345434� per A�Th+I D�35U, �ne rr�ol�c+��ar w�tgf�t c�teg�ry shalE he �xtra �righ �25�,��� #� 1���-9 �R�Ll�llh#h���f - F�Ft INTEE2EM R�1fIEW ONLY � h��T ��R �ONSTRUC7��iV �R BIDQ1hl� PA�T D� t �DD1TN���L ����IA�� ���J��TI�I�� �,��0,0[��� a� psr ih� ��I P�r�neat�o� ��rr�ma��gr�phy �e#erminatlon pr�cedu�� wi#h a typlc�l �+alu� o� 330,00�. �, The �nxerior �f �#�� �i�� sha�l �a a li�#�t refle�tivs ��I�r to f��fl�ta#v �lc�s�d cir��ik �elevisl�ri ins�ection. b. 7he pip� ma�xarial sh�ll �� li�ta� t�y #h� Pia��€c P��� Cns�3t��� �PPI� �r� P�'I 7R�. Thc �ipe mak��l�� sh�ll i�ave �s E��rdr��#a�t�c desi�r� ba�is �f 1G�� psl �� 7� F and 8�0 psi at 'k�0 F. �. 1"#�� r�-tar�ufa�t�r��s c�rt�fic�t�on sha�l �xat� that th� pipa was man�F�ctur�d f��rn one s�e�i�ic res�r� and �h�ll sta�e th� reslr� used a�d i!s ��urc�. �411 pfpa �hali b� t�nade o� viryin r�ak�r€a�l, h�� rework, except iF��t obt�lrr�d irom #I�� manufacturerts own �ro�u�tion of khe s�rn� formuE�ki�r�, shall be �sed. d. �Gp� suppl��d unrter th�is spe���ic�ti�n shall hav� �, ��rnfnal ��S �lron Pl�� Siz�} o�ts��� �lam�ter, Tfti�_ �t����rd DI€nen�l�n F�atio (�D�2} ar�cf rr�EnEmum ores��,re r�kina �f t+�e ��ae sF�alf b� �af� '�7 - 1�}� n�i. Pip� w�th s low�r ��Ft r��lo �r�d ��igher pre��u�� �akk�g m�y b� �,se� 1r� Cie�� of th� rrkinirnurn specifi��. T�st�: 7he ��nkrac#or sha�f be rec��ired to send s�bmi#�als ta tl�� �fty of �oet W�rki� �n t}�e �roduction materi�f, �, ihe p�pe ma�ufackurer shall pr��rld� o�rli�i��ti�n that sarr�pl�� of lh� prod��tior� �rod��# rr�eets �?��s� s�e�ifi�ati�ns. �'he �ertkfi��ti�t� wfli �t��� #i��t �r�d�ctiar� produ�t k��s �een k�ste� in ac�card��ce wktk� A�T�h D�8�7', �rr� v�lici2�#ed 1n �c�or�ian�e u+ith �h� la��st r��rlsfor� of PPI �F�-3. b, �'ha �i�� rr�an�faclurar ��ral� pro�rlde �erkific�t��r� ihat str�ss r�g�essi�n tesking ha� b�en �erformed �n the s�es;i�i� produ�k. ��rki�catian �h�ll �r�clud� � slt�;ss Ilf� c�rve per �I�YN� f�2��7 �nd testfnc� ���61 ha�re b��n perfaf��d in �ccardan�e wE�fi� A�Th� D�B��. c, f���r�c#ian; P❑lyst��r�eno p�astic pi�� ar�� �ttin�s ma� be re��ctad for fallur� to me�t an�r a� tl�e r�quire�r�e�r�s �� th�s spaci�'ic�tion. �, ��1NLF� �ER111�� ���1���iI�N�: 1. ��w�r �ervic� �a�re�c�ctions; �ewor s��v��� cannectfons sh2�tl be ct�r�ne�t�d to �he r��w ���� �y mecfiar�ic�] �r fus�an ���hod�, {�r�c� 11�e saddCe is �e��r�d. a h�[e �haE! bt� dr-j�l�+d in Lh� plpe tk�o f+��l �ns�d� diar�et�r �F saddls oullet. �, Pape ��ddl�s: fvlo�hanical satldles sl�ali �e rr»de of palyetY�yle�e pipe �omp�und thal m�ets l�e ��q�ir��onis of A�'CNl D��48, �la�s �, h�ve st�9nless ��e�l �tra�� �r�d f�st�r�ers, n���ren� gasket a�ic! ba��up �late. �u1�ch�r�ical s�dd�es sh�ali b� �#rap,nn-�ad��e i�+�e as manu�ac#u��d �y �ris�opi�� �r Tap�ir�g ��d�l� mar�u�a��ut�d b� p�1'ant, or �ppr�v�d oqu�l, �usr�n saddles s1�a11 be �lec�ro�u�lan branch sar�dles �� manuFackt�r�d b� �flr�tral �C��#��s C�rr��ar��+, or appro�red eq+�al, � A5��10 PR��IMIhiAF�'� -�4R IN7�FCIM F��1�1�.1rV UNL1F - I�QT ��R ��fil�'I`�tU��[DN OR BID�JN� �181�� �,�1 -� ���������1� ������1� �i��:������:� 3. �onne�k9or� �� �xlsEing �ar�ice; �anR�ec�io�s to the ��clslir�g ��w�r s�rv9�e ror�n��#ians p9pe sl�aH be �nade �a�ng flex�ble co����r�g�, AI1 f�exablo �aupl�ngs s�al� ��nfo�rr� to A�T� ���5 and sk�alf be as ma�u�ackured by �ernc� Joln# ��al�r �o„ ��W €���stics, Ir��. or appraved equ�l. Ba�kfiCl at sen►ice conrr��#jor�s �1�a11 �� cemer�f stabll��e� s�r�ci {� s�c�s �ef �+��ic �a��) t� a�oie�� 1� i���es a�bove the servic� lat�r�l to trench ir�ters��t��n ar�d �ha11 be �n accar�an�e wat#� �h�se sp�c«Icatior�s. Th� �orrtractor shaf�, �pon requ�sk, �erm�t in� �ngi�reer to ka�e ol�v�tion� �n b�th th� exis#ing an� n�w portio�s of t�e servGce ���n�ction pnie to d�t��mlr�e fi��l g�ade �nd ir�verk efe�ax��ns. Ela�a#�on c�ang.es gr�ater t�a�n �.'i� f��t from ti�� hau�e la�eral plpin� �n� sh�aal �e re�on�ect�d as dir��t�� by k�� Er�gin�er. 4. ��rvic� lnte�rup�'ror��: �ervice interruptions �o hames sC�a11 no# ex��ed 9� hours. D. PF��f�{�RA��ON: B��assi�� �e�vage: �, 7�e ��r�tra�#ar s�+all l�y�ass th� sev�r�ge ara�nr# #Y�e secti�n or �c�ctior�s of �ewef t� �e r�k�abll�ta#e�. i'he b�rpass st7al� be mad� �� �E�ggrng �xi�ti�g u�st�ear� rr�ar�hole and �um�E�g �he �ewa�� int� a d���r�str�arn m�nhole ar �dJa��nk sys#em ar otl��r m�thod as rna�r b� app�nved �y tY�e ��gir��er. �he p�mp a�ci �y��ss tine� �h2�11 be �F a�eq+�a�e capacity �nd s��e �a har�dle ti�e flow wa�hau� sewage back�p accurri�tg ta #acEllt��� ��nnect�d t� #he s�w�r, �. Th� �onkra�lo� s���l b� re�p�n�it�ie faf cor�t�r��lt� �� �snitary sew�� servi�e Eo ���k� �acilit�+ cor�r�ec#ed to th� section a� sew�r d+�ring ti�e ��cecu�l�r� 4f #he work, I# �ewag� bac�C�p occ�rs ar�� ente�� buGld�rtg�, th� ��r�kr���or shal� I�� respon�ible f�r �lean-up, repaf�, proparty dama�e �ast� ar�d ��al�n�. �, Lir�e ��str�ctions: If pre��nstallatl��r {N} 1�spectio�+ revea�s an �bstructian fr� khe eaci�ting s�wer (h�avy s�lids, dra�p�� Joinks, protrud3ng servir.� t��� or c�Hapsed pipe� w�nl�h wi�l pre��r�t cornplel�on �f th� �r9�� b�rs#i����ru��ring process, �nd c�r�n�k b� rem4ved b� ��n��ntion�l sew�r �1ea�ing e������nk, then an o�str�c#�4n rem��ai �hal1 be rr�ade b� th� �ar�kra�#or� wikh khe �ppr�va� of ihe �n�inae�. 3. �a�s ln ��w�r L.fr�e; A��. �A�� Ai�l� �F�AD� PR�BL�t�,+x� I�1 EX1�TI1V� ��WE� �liV�� S�I�LI. 8� ��R���T�D A� P��T �F TH�� ���1�'�A�T, I� tYte pr�- ca�s#ru�ti�n #�1�vis�an ins�a�t�or� re�eal� � s�� lr� the se�rer Hrre, the �or�trac�a� s1��11 be res�or�srble �a� bringln� fhe �r��ased sew��f plpe ta ar� accep�ab3e gra�e wikhout � sa�. A sag ks detined as any sewer lin� s�grnen� mare �han 3 feet ir� 1er�g�� w�ich ponds w�t�r In #h�� ab�ence of sewag� flow, Th� con#ra�t�� sl�a�l ta�Ce �k�� ne�eseary fneasure� to ellmi�a#� #he sa� by th� me#hod �f: �Ipe t�plac�mant, dig�ir�g a sag �limir�a�icrn pit ar�d brin�ln� the ��l�orr� of thc� p�p� .��� �� AS�-� 1 PR�L1�1N�►I�1( - F�� I�1TE�tl�+1 #��VIEW �lUL�f - IVC�T FOR ��N�7f2��Tl�h# {JF� �1�7f]IN� €����` �]�1 � �4�]��'���IV�IL, �PE�f�44�. ��I�DITI�I�� trencl� t� a unlf��rn gra�� in I��� with tk��: �xlstl�g pip� In►�erk or �y �1.#��r rrreas���es th�t sk��ll be a�c�pt��le lrt� the �ngEne�r and th� �ity. a. I�entifica�ion of ��gs; �a�s a�al1 be identifiad by televlsion 1ns�ec�ion 1� �he �bs�nce of sew��e flow. If avai[�ble, the �ar��rac��r sk�afl be f�,rnlsk�e�i lele�r�sE�r� lapes �rorn th� �Ity i�entifyin� the sa� E�c�tiar�. �I��v sh�El �e blo�ked ak �r� �pstroarn mae��oi� and div�rf.ed to anather sewer Ifn� or dawn��fieam rr��nho]e b�low th� segn��r►t �f pipe to �e ir���e��ed. iV i��pe�#ion shall be �erf�rm�d in accarda�rce wtth t�levlsion i�sp�ctinn �F s�r�€tary s�wer Ji��s. 1�ideo tap�� sf�al� �e s�bm�tt�d to the DeparErn�nt �f E�gln��fln� f�� revi�w. b. ��rre��lon of �a�s: �ags shall ba carrected �y open ��t ar�d by �dd�n� addi��on�l b�dd�e�g matet�al #o br�ng t�e sag bac� to �rade wl�ere �cc��s Is a�r�il��C�. ��r ���e �r�largerr�er�t method�, �II sa�gs ��i�n�iflec� on the �re- constru�ti�r� v��e� tapas sha11 be c�rre�ted prior to �ornmoe�cir�g with pipe enl�rc�emer�t. In i�s�a�ces ++�+I�eee s�gs �r� la��ted �nder ex�stir�g struc�utes, th� ex�siln� sewer iine �nay� be raE�cak�d ��€r�g apen �ut or baring metl�o�s, Thc Dep�rtr��nt �f �r���n�e�'f�rg sh�ll sp�ciP���lly+ r�v��w po#e��ial relac�tior�'s an�d �valu�ke t�e �or�str���a���lty, ���namics an� �r�gtn�erir�g feasi�il�#y prJor ko c�nslru�kior� wo��k. �, fva�asur�mer�t and I'�,yrraani: M�as��eme�t �nd �aym�r�# to correck sag� sh�U b� p�r lin�ar Faoi c�f p1�� cor�s#ru�lior� ko corre�� lhe sa�. F�r pr�� �urstie�g rnetha�s, apenmcut or b�re car�str��tlo�, the appll�able bld �ri�e� �n the pro�as�! se�#i�n st��H �pply. �, 4. Televlsior� 1r�s�ection: Inspec�€or� �f t�r� pi�eNr�es ���,IE be pertormed �y ��c���ien��d personneE tra���d in lac�#in� �realcs, �bs#ac1�s a��! s�rv�ce ��nn�cE�ans b�r cCase� cir�ulk co1�r i�kev�sGon. Tela�r�slon insp��#ion sha11 k�� i� acc����n�� wit� EC�� sp��ific�l�ons cont�ined herewill� ��r "Pre- ��d Post- �o�s���cti�r� To€evi�lor� lr�sp�cklor� of �anllary �e�rer 1.���s". . PIE'E �fV���2���+1��l�` �1f�"C�M Ai�� �kP� ��1�T,4�L�q�I��V; �1te �r�ar���atlor�: �, � Ir�se�tior� or ac:c�ss pl#s �hall �� lo���e� su�h t�at th�ir t�ta� ��mb�r shal6 bo r�i��mlzad �nd �he I�ngx� af ro�Gacem�n� p�pe ins��lle� In a single pufl shall �� rnaxw�tiz�d_ ��cist�ng rr�anh�l�s sY�alb �e �till�ed �rhe�eva� pracEi��l. ��+1�nh�le Jnverts afl� bolt�ms may� be remn�+�d la p��mwt �ccess for jn�tal�a�ior� ��uf�ment. �. �q�l�rxt�nt u�eci #o p���rm the w�r�C sha�1 b� kocate� awa� From bui�r�irrgs so as nat t� cr��t� ������ lmp�ct. Pr�vi�� S�IeRC�r� �f �tF��� ��VI��S k0 re�u�e machlr�e r�o��� as r�eeded #o m�$t f�qulre�r�nts. e'r�..;,� ��"r.,' :�erk i���- �I � I����r�f�Si.rl:'�' �7;�I►i���iE i:��i*[i���ir.I.l�� , • + :;�C.�-�1L�311�i7� • ; : r ■ � e � � P�F�T �]A µ AD��1"��1���. ������►L ��1�1�171��i� 2, Finis�eci P��e: The inskafl�� fe�l�c��n��r� pi�e ��r�ll be �onk�r���us ov�r the �n�ir� len�lh �f e��h pE�� �e�rr���� f�arn manh��e �o manhole a�r�d shall be free from visual defe�ts suc#� as foreEgn Encl�sior�s, ca�centrafed rld�es, di�colo�ation, pittir��, �+aryin� wall t�ickne��, pipe sepa�atior�, all�er �ie��tmitae�. Replac�men� plpe wilt� g�sh���, nicks, abrasiar��, ar an� �uch ph}�s�cal dam�g� w�ich� r��ay k�arre occurred durlr�g. �t�ra�e an��or h��dling, w��l�h ar� laf�er�de�per than 10°l4 of t��� w�11 lhlc�tness shalf n�� be u�e� ar�d s�tall be rem�v�d from ti�e cor�stru�ts�n sit�. Tl�e replacement pl�e passir�g tfi�ro�g� or t��r�i�ating in a� manhole shall �e �arefull� cu� out in ��hap� and mar�r��r a�pr�ved b}r t�� �.nglne�r. T'h� invert a�tid ��e��ha� �h�1E b� slr�arraGine�l and improved foE smoo#h f��w. T�a inskali�d pi�e ��ail �ne�t t1�e leaka�e �e���r�rner�ts of #he pr�ss�re ta�t spe�lfled later. 9, Pipe Joint�ng: a, ���#io�s �f poly��t��k�n� rap�a�ern�nt pipe ��al� �� ass�rnbl�� �nd �vined �� the jv� sit� above the �rou��, ,loirrtin� shail be ��cc�mp3�sh�� b� ti�c� heating ar�d ��#�-fuelan s�+stem �n str�ct ca�forr�+ar��e wilh the m�n�rf2�c�uref's printed ir�stf���lOns. b. The �utk-f�sion ��s��m �or pa�e Jaintin� shalC be �arri�d o�k in the fi��d by ope��tors �,vltY� �rlor ��c�erien�e in fusing pc�E��khylene plpe with similar �q���meni usi�g pro�er ��g� �r�d #ools �e� st�nd�r�# g�acedur�s �utki�ed b� th� pi�e m�nu���l�r�r. �'l�e�e j��nts sl�a1� �av� a�mootri, �niF��m, d��,�E� raEEo� bac�C bead mad� while �Qplying t�e proper m��t, {�tessur�, a�d aG1��mer��, It ��all L�� #he sole res��r�si�Ellt� o� tE7� �or��ra�#or �� pr�vrde an a����kable bulk-fusEon ��Int. P,ak j�ints �hall bo rna�e availabl� for ins��ckion b�+ th� Er��i��ar t�ef�re inserttlon, The repl��em�r�t �ip� ��a11 �e joined on tl�� s�ta in �pp�o�r��te w�r�cing i�r�g�hs near khe ir�serti�n pil, �'he rr�ax�mum Een��h of �or�tin�ous f��Eacemer�t p��e �+Y�kch s�a1� be a���mbled ��av� �r�ur�d and �ukled on #he job �ike at any on� tlme �h��� b� B�� ��n��r fieet, c. �or ��tua�iar�s �vh�r� tri� r�pla�srnent ��p� i� n�# pulle� aE! �I�� way ko tY�e mae�h�Re ar iE �t �� irn��sslb�e ta �ull th� missle �1w Ih� w�� #Yara�gh, ihe foll�wir�g sfi���� a��1y: A� t��e �lrectior� af th� E��In�er, � 1�"-18" f+�1! csr�le ste�a ckamp �h�ll b� utiEi�et� �� �onnect s��rrtents of tf�e HDPE pip�. 4_ Naw P�p� In�tallation: a. �'hread wlnch cabl� or cl�ain ar�d as��c��t�d ifr�es through s�w�� �ect9or� ta b� r��sbilit����. K�e� lir��s awa� fr�rn pedes�riAn and �rak���ular ira�fi�. �. �x�skin� man�a€es rx��y b� us�d for 1�u�ch an� r��ekving �ccess. F�em�v� �rtanhol� €r��+erk a€�d krr�ttom �� re�uir�d. Pula wlrrc� chain th�o�gk� �ower se�#iar� and atta�l� to c�#ter �nci i��chin� t�e�d. Low�r �nta la�nching mar�k�c�i�, apply w�nch �enslo� ��aNin� �h� cutter ar�d h�ad ir�xo tt�e ��wer uG�til th� r��r of �he �a�hfne Is fiu�h wit�r t#�e mae�h�i� wa1k. At#actt ste�l starter �f�e ar�d 2�dvar�ce �s��mb�}� unt�l �he rear of tl�� s�ee] stae�sr p€pe is f�ush wikh the rr�anhole wa�l, ��wer h�r�r�ul�� jac�C �n�o th� man�oa� an� a11gn. Inserl nc�w p9}�e by sirn�ltaneo�s op���#ion of �h� �ack �nd wEn�hi�g lh� cutker ar�d h�ad fo�,vard, L���+`��: A��-� 3 PRE�IMINAR*� � �D� �1�7�R1{�1 F��IfIEW �N�Y - NOT ��#� ��NSTRU�i'I�N �F� �IDL��N� ���� �� � �����i���� ����t��. �o�a�`�Marv� An�Y�ar�n+� �lew Pi�e and �eaain� l�an�rales: �. a. After t�� n�w pi�e �ras �a�n irrst�fl�d in tt�� en#Ir� lee�g#h �F t�e �ewer se�ki�r�, anchor lh� p�pe at rnar�hoEes. Th� r�ew pipe shal� �r�trud� �r� th� rnanh�l�� for en��gh d��i�r�ce #o allow s�allr�g ��d trimmir��. b, ���Ifn� #�ra r��w pRp� at rrkarri��les shal� nat �oqin for � m�n�mum �f tee� {1 �� hours aft�r in�tafi�tioi�, Provid� a ff��ci�fe g�sk�t cnnne�t�r Jn tne m�nhor� wall at �he �rtd �F ll�e rrew pi��, cer���red In tho exi�tin� rna�Y�ole wail. �r�ui flexlbl� r,onn�ckor fn tF�� ��anhofe, fllling �II Voids the ��N� thlcEcness �� th� rna�nhol� walC. c. F�estvr� rna�hale bol�orx� and Invart. F�eld Testir�g: E� a, �avu Prsssur� �4i� Tes� �� Re}�lacerr�ent Pipe: A�#er a manhol�Yto-t����ol� �eclian af sanit�ry sow�r main �as been plp� �ursk��r��rie� and pr�or #o any serv�ce kines �e�ng c�n��c#�d #o �he rep3ac�me�k �ipe, t�� ��pe sf�all be plug�e�f at each er�a�rhaf� witrw pr�eum�tfc �iugs. �h� desigr� �f ��� �I�gs s1�a11 be suc�r thaf lh�y will hold agair�st tRr� test �r�ss�r� �r'rthout r�q�frar�g ex#ernal t�aackfr�� or bracing. �r�� �f li�e p1u�s �#�afl h�,v� Ehraa afr h�s� �onne�tior�s; �e�� far tk�� �nffatEon of t�e plug. or�� fo�• reading ti7� air pf�ss�x� Ir� tk�e se�led f�r�e, and ar�e for �r�#rs�du�9ng air ir�t� the �eai�d Ilnv. LoW pre�ssUf� �ir sh�ll t�ten b� [r��roduced int� #�� sealed Irr�� unt�k ti�� ir�ler��1 air pr�ssure rea�h�s 4.0. p��g graat�r �l�an lh� a�ee�ga b�ck pressure r�s�E#ir�g f�arn an� gro�,nd �+rat�r that m�}� be ��rer the �ipa. �t least iwo min�t�� shall e�a�se ta allow t�e pr��s�r� to st�hfli�e, T€�e tkme r�q�lret� for �hv ir�kerr�al �res�ure k� d�cEea�e frnm 3.� t� �,� ps�g grea�er lhar� t�e av�rag� �ack }�r�ss��re resulting €rc�m ��y c�r�und wa��r t�at rn�� ba �ver the p�pe. sk�a�l no# be I�ss t�a� �h� time s€�awr� �or a�iven p{pe d�2�rn�te� ir� the fallowf�rg t�ble: � Carrier PF�e [Jla�r�tat�r {I�che� - —� �0 12 `1 a F. i�11�n1�t7u� Elap��t� iime �r�l�xutes _ � 5 � 7 b. P�st���r�stru�tian �al��isioe� Er�s�ec4t�n of f��w Pipa: F�efe� to �p�cial �ondi#ion for Pos#-�o�stfi�rctson �ef�►�isson 1ns���#ic�n �f �ani��ry �ew�t. r��s��E�nEr��r�r�o ���r���vr: 1. Pipe 1nsEalkatiar�; �E�e insk�lla�€c�n w�li be rnea�ured f�r ��ym�nk ��r �he Ifnear Foot of pip� a�#ua��l� 1r��talC��E in the ►�ario�s dlarn�kars of sew�rs rrre�s�eed �.Ic�ng ��r� cent�rlin� o� th� s�wer �r�rr� �e�terl�r7e �a ��nt�rlina af manhvles. F'a�rr��r�� wlll b� ma�� for t[�� quant9tivs measur�� a! th� ��it prlc� pes �In�aE foot �or tl�� �r�flo�s �ewer di�m�tars Cis#�d. ,� �f;,;•v:� �4��-�� �R��.114�11VARY � ��� INTEF�11�11 REVIEW �I�LIf � N�T �OR CON�I`�U�TIQ� �]Ft BIDDIN� — � ���fi �� - ���1r��tv��. ������� ��r���r���v� 2. �stvEce Rec�nn��ti�rrs: lr�st��katia� �f sow�fi ssrvice cor�nc�ct�or�s wili b� r��a�ured f�r payrr��nt b�r each act��ll� r�c�nnected to #h� �rtst�Gled pip�. P�ymenf w�ll b� made for �l�e quarrtktles rrz�asur�d at tfn� unit prf�e �efi ea�� k�sked, P�yrn�:�l sk�all Ir�cl�de r�aulre� �x�avatiar� �r�d b�ckfi�E, sa�dl�s, fl�xi�le �or�ne�tiar��, �n� aEl ather ir�clde��aas r�e�ess�ry #o s�c��ss�uil� r�can�oct se�ver s�rvic� Ilrr�s t❑ #�e rafi�abiiltated s�wer. ���mer�k shai� n�t inclu�� ���ement replacem�n�, wt��c�r if r�qu�r�d, sF�a1k #�e ��Id s�p�f�t�l�. �. �ewer �Ceaning �y Buc�Cet N1ac�ine; M�avy cleanirtg re��irir�� mofe th�r� hyrdraulE� j�t clean�ng sha�l ba perfofined �y b�,cica# r�act�enes. T�e pa�ment �or su�h claar�f��g sha�l �� IncE�d�� in tE�e bl� E���n f�r P�ery�or��#ructlor� Tel�visEon Inspaction of �ar�i�ary 5ew�r ���es, ' 4_ B�-�ass Pump�ng{ 7#�� �antra�tor sl�al� �r��i�#e ���rer�fan f�� t[�e �low of sewage ar�un� t�e sackion or sections of �E�e des���t�t�d for r�habllitaii�n, Tl�e p�mps and b�-�as� lines st�alE be o� a�teq�aate capacE#� and si�e ta t�ar�dle a11 �1ow�. �al c�sts fc�r b�r-�ass ��,rn�ir�� r��uj��d c�uring in��aClatian vf the p�pe s�all b� �ubsldlary #o p��� �nl�r��me�t. �. �u�sl�l�ry W�rk: A�}� cfamage �o ��iliti�s and �rapert�F fP,SIJ���II� r�palrs, t�mparar-y servic� ��sts, ot�. �hall be �orr�e by �ontra�t�r, Repair andJor replace�n�n! o� fenc��, s�rinl�l�r �y�stern p�p�ng �r�d otl��f such rss#oratian work r�s�rltin� from �ontra�tor �ctiv�ties shall be o�nsir#�re� su�sidi�ry #� the cosl of tk�e �rnje�� ar�d n� ad�ition�l payinent w�ll be all�wed. �, Testfng: All ��st f�r test��g �[�e replac�m�r�t plpa b� a pr��s�ra ry-tet�od vui11 be in�i�en��l to �ipe ins#alla#ion. . 1�A-� F�L� ANI� F0��41 Pli��. A. GEI��RAk.; Descrip�Eon: '1"h� �on#eact�r sF�all u#flEze the �n�tallattan �f p�l�ret�y��ne or PV� sewer I�ne� t� �esko�e tha watartigt�t car��it��� of �anit�ry ��war lin�s, B, INAT�Rl�1��: f�oiyeth�i��e �iner h+iat�r€al� Tt�e polyet#�yl��a kir��� mat�riaa s�a11 b� a F�igh der�siE}� �ol�eth�Ee�� pi�� c��r�p�und u+�kch con�orrns t� A�71�+1 f��1��49, �he polye##��rlene pi�e 1in�r sh�11 fnset mae��factu���s standar�s, Tfne I�r��r�� shall be a hard Irr�per�n�able pip� �rrhich sF��l� canfos�n �� k�r� m�nirr�um �tructu�a� �#ar�c�ar�s �p�iica�l�, in��t��ir�g �1�T�+1 D-�68 �or �,300 psi ��nsile stres�, J��T�+1 D-�38 �or �I,�OQ psj �or iiexural stre��, a�d �Q�7�1+1 D-79� far 'f ��.{140 �si f�r madul�s of ��asticity, Tne fini��ed Gin�r sha11 �n��r��r��� rx��ter�als vn+hi�1� wijf �rikhs#and the c�rr�siv� eff��ts of normal s�w���, 7he ��ntr��t�r shaCl pe�vid� � wr�tte� g��rae�t�e o� h�s com�li�n�e wi#� tl�es� s��ndar��. The It�ar �ha�ll be IigF�� in cotor to tacifitate ��asec� ��r�ult �ele�+isfon r�7s{�e�#I�n, ��iyvir�yl �fiEa�ide {PV�} �Ine� h+��f�r��l: Poly�ir��+E pJpt� s�ali cor�f�m� t� A�TM D�034. Tt�e P11� �ornpou�d u�ed f�r t��e fa�d�d plpe sh�ll �or�f�rm to ��TN� 1�778� ��ass[fl�a�lort 'i����-B, �����18 0� ����4� c�r �. ��ar�pour�ds th�� h��re � A��-� � �i���.lMINA#�Y - FOR IN7ERIM REVIEW DNLY = NOT F�R CDN�TRI��tIOFJ OFt Blb�llhl� PA�tT D1�1- ��D1T'I��1�1� �PE�1�1L ����1�`I�IV� �iFFer�nt �ell c��sslfl�ation� whi�h �r� suporlor to those of tE�� �p�cified �orn���n�s are als� ����ptab�e. Yhe llr�in� sh�ll c��fiorrn to th� m�t�fmt�m s#r��#uea� skand�rds �ppl��abEe €n�lt�dat�� �4�TA+1 R-79� �or �,�0� psi �k�xur�,1 s�ress ancl �50,000 ps� m�dulus oF �lasticiky. �, �izing of #h� �.in� ���CO�ffk+��$ �Of �8C �ewer �en�tl�s ar�d sl�i�g th� d�a�rrteter, . The Ilner diarneter, l���th an� wall th��l�ne�s sl�all b� � dasRgr��t�� I��aticrn, The �ontra�tor s�alf ��r��y th�e ac�uaG rll�m�#ers in kh� fE��cf �rFor ko �u���ng th� 1fr��r ta le�gth a�rd a. �he fin�r sE�ail be fabrl�ated to a s1�e that w�ren �ns#all�� w111 n�a#i� flk i�e i�#err�al �ir�:urnferen� �f th� s�wa� to �e Iln�d. Allow�nc� f�r c�r��t�fer�ntial stret�h��ng a� �#te liner ��rir�g f�sart�a� shall �e r��de as pe� m�r�uf��tur�r�s ���nd�rds. b. T�� lengtri of [i�er �ha11 b� �ha�t ��ern�� r���ess��y by �he �or�tractor t� effecxlv��}� caray c��# tk�c Ins�rti�n ar�d seal tl�e li�er at �1�� inlel and �ut��t �a1n€s. 1N#�vn refo�m��, tY�� hatder�e� I�ner sY���[d �x��nd �rom �r�d t� end af tt7� �ow�r s�gment bot�� lined Ir� a cor�t�nuous kigl�t �itking wat�rtigl�t pip�-within-a-pipe. c. The w�li thicl�nes� �f kh� �c�Cded }�I�c� kin�r shaC� ��nforrn �o tf�e desi�� crik�rl� �f #�� man�fa�tvr�e ar the Ikcer�s��; ��w�v�r, #h� rnin�rn�m w�ll thic}�ness �h�ll can�orm t� the F�li�wir�g t�ble: Exis��ng i�l�e I,D. {ir�ck�es} � 8 1� �2 �, �.�C��k.�TI��J: V�+�in�rnum V1��EI Thi�knes� �inck���j D.�3fs 0.2�5 �,33� 0, 3�2 �, ��n�rak; Liner In�i.allakCon sh�tl k�� ���ofnplished by pull�ng the liner �hrto�gl� k�e e�c�skEn� sa��l#�ry sew�r pi�e1��� �atll��9n� a�nwer v�inch a�nd st�eC �a�le wath a� �pprc�pri�#e pul��r�� Y���d a� #h� end af the 1kn�r, F#o�a��Jnc� o� EI�� GGrrer sF�all b� accomplEsh�d foy util�zir�� a t�ea� so�,r�e s�ch as wa4er �r st�am w[t� a rounding devi�e t� refiorm t�e f�9ded p{�e ir�to a Y�aeci, lfnperrneable fou�d pipe, �. Preiimlrr�ry �f�ar�ir�g ar�d ar��peciEo�: �, ���ar to �n� iining of designat�d sa���tafy saw�r kina �s�rr�ents, th� �on�r�c�ar sha�l rem�v� ir�t��rt�l tteposi�s as nece�s��y ko �ssure pr.�per lrn�r Gn�talra#io�. b. Ens��cta�n of pl�ellr��s snall �� perForrned by �xperl�n�ed pors�r�ryel Ir�lned in lc����ir�g broaks, ob��acles, and ��rvic� ��nn�c�i�ns �}� �las�d cfr�u�l� t�l�vlsion, �he in#arCor �f th� pip�lin� sl��ll be �ar�f�,�C�r Ins��ctecf to d�t�fimin� �e lo�atl�n and ext��t �f ��� st�uctt�ral fall�res, wriich rry�� - - - f1���1� PRE�IlNI�JAI�If - FOR Ii�ITEi�lh+l R�VE�V� OF+�I�Y - NOT ��R �ON57'�tU�TION �F� SII71�I1�C�� -- �i P��T �A - ��D1TI�I�AL �P�,�M�� ��N�fTI�C�i� �rev�r�� prop�e ir�sxallati�� af I�nEn� rnateria�s E�to khe p�p�l�ne� an� localk�r� of sen+ice later�l�. �. I� sha1G t�e th� res�ansib�il��r �f �h� ��ntractar to ���ar iho Ilne �f ab�#Euc�l�ns s�,ch as �oj'r�s, �ao#s, droppe� ��€nts, �ro#ruding bra�c€� c�nn�ctio�rs �r bro4ten pEp� tfnat wi11 pr�v�nt th� �n�artl�n of the �€ner. I� �nspectE�r� r��reals an obstru��ior� rr�k i�di��t�� �n th�se sp�cific�t�or�s �nat car�r�oi b� rerrroved b�r car�v�r�#ional cleanlr�g eq��pment, then t�e �ontractor sY�all notl��r #he EngE�eer. The Englne�r rr�ay auth�rEz� ��r �xcavation �n order #o ferr�ove �uc� abs#ruct�on. 3. Do�+�me�takior�; ����€al �ondit�ons f�r F�te� and P�s�-�onstruc�i�n 7elevls�o� E�sp��k�on ��ply. �4. �lo�+ Byrp����r�g: 7he �antra�tor, �wl�en re�ujred, shaN pro�lde �or t�� tra�rsfar of flow �r���d th� se�l��� or sa�t�or�s �f �i�e ��ra� ��e �o b� linec�. The b�pass shall ba rrfacle b� cii�r��slo� of �he ��ov�r �t �n sx��#i�g upstream acc�ss palr�t a�� purr��ing t�e f1o�v In�o a dowr�����arn accs�s point �r a��ar,enk ��stem. The pump a�nd b�+pa�� lines s�ayl �� o� ad�quatc� capacity ar�d sE�� t� h�ndte ti�e flow. The �ra�ose� by�pa��i�g syst�rt� shal� be ���rorred �n advar��e �� the �wr�ar. A11 casts of flaw bypassing shall b� cans�der�d ae�ciden#�I to cos� of reY�ab�Gitalfng t�+e pi��. 5. �lot�f€��tiv� of the �ub1��: Th� �antra�tor shaal notify all Prop��t� �wn�rs �1��ctad b� the �ln�f ��stajla�ian wat�t at leask 48 k�aufs prior t� �ammencement a� the wor�c w�ic4� wk11 t�m��r�r�i� p1u� #�e s�ni���y sefvEces o# �fn� Pro�ert�r �wners c��ne�t��i to the �ewar l�r�� segmerrt �eang line�i. I�ox�fica#�a� sh�li �� b�+ writter� no#ice and, w�ar� possi�l�, sha11 be v�rbal, alsa. ��stamer c�omplaint� d�rrng ir�stalla#ior� sF�aGl �a �esafved b� ��� �arttract��. 6, �ir�er InsiaHatEo�; �,. �h� �in�r �ha�G b� Inser���i into ti�e ex9st€ng s�w�r 1��e wCt#� a power wir�ch an� �te�i �at��e �onr�e�kec� �o #he �r�d �f #he �Gn�e b� �s� of a� ap�rap�i�te �ukling head. A� �ac�nd pu€lin� h�ad m�� �e att�ch�d #o #he okher �nd of khe lin�r far �lt,�chm��rk af a#�� line t� pu11 the i�r�er bac�c o�t ot th� sev�rer lGne, �f r��ce�safy. Precau�fons �hou3� be t�ken dur�n� �n��rtion to �rotect #�e ��n�r ��pc�� t� prevee�t s�orin� th� �utside af 4#�e Ilner �s it is be�r�g pul�ed into khe ��wer. b, Pr�or to re�orrning tk�e lln��, '��'� �lny ��askets �h�ll be Gnska�led �n �Yta liner �t ��ch manl��la �onne�tR�n. c. �4f€�r lns�rk��n is corn�ieked, the ins�alEcfi shail �upply a�u�xabl� heaklpre�s�re sou��� an� w���r re�irc�lall�n ��uipm��t, 'Ti�e �quipmer�t shaal b� �a�able of de1Ev��1r�� w�fe�J�r�ssuf� �F1f0[l��i4Uk tI1� sec#ion io unktarml�r raf�� th� vuate� ternpe��ture a�o�� t�e t$rr�pera#ure r��uire� #o reF�r�n the lin��. �. T1�e �eat s��rce sk�all be fltt�d with s�it�bae manitors to g�u�e ��e tem��r�tur� �f lh� Incarnlr�g and ou#g�ir�g w�ter �upply. ---� �1SC417 Pf�El�i1�11�AR�f � wOR 1�1T�F�[M RE111EW QNLY - NOT F�ft ��N�T���"flOh,� OR BlDD4C�€� . P�#�T D� - AC3[]jT���AL �F���1�1L ��NDI�I��� �. Tha install�r sha�11 ca�� #h� lie�e� to � l�rrrp�r�tur� �efow 1�0 � b�f��e ralieving t�e refarmin� pre�sure. ��a1 �awr� m�� �e acc�mpfis�red b� thv I�tro�uc�ion of caol w���� �r ot�er ap�raved i�ethod ir�to t4�e �'�c�r�ula�ion natw�rk, 7'he �inFsk�ed Rlr��r�g �E��II be c�ntir�uous ov�rt th� on#ire Iv��#h �af �n ir�serkion ru�ti �nd be free f�arr� vF��a1 de���ts ��ch �s f�r�igr� in�lusror�� �nd p[nho�es. Tho li�lr�g sh��l b� ir�perviaus �nd trea �f ��ry lealcag� �rorr�; th� �F,�e to lh� surroundi�� t�r�,�r�r� ❑r frorrx t�re gr�r�nd #o t�� inside of ih� Ifn�d p��e. Ar�y �efe�ls wh��h wifl �ffoci, in th� f�res��ak�l� future, �r war��rrty �erio�, th� fr�ke�rity �r strengkh o� tYre Ifr�irrgs, shail b� repaire�! $t th� �or�trac�orTs �x�ens�, in a m�nr�er rn�tr�ala� agre�d �� ��e �wn�r a�d #he ��n�rack�r. 7. �orn�l�ki�n of Linkn�: a, Af�e� the I���r has b�en r�f�rrr���, th� C�r�iractor shall r��:or�r�e�t the exssting actl�r� service conne��k�n�. Th�s sh�all t�e dane ir�m #�� i���rior �f #he pipeE3no b� me�,ns of a t�ievlsG�n camer� a�r�d a c�t�i�rg �evice that ��- es�abClshas �haif op�r��ilit� c�r b�r excav�t��n, P�r�y b���ss p��npir�g #h�! Is r�qt�lr�� �i��ll be �ravide� ak r�� add�ti�r�al cosi for sewer l�r�es whc�re lir���g is ��ing parformod, �a�vic� int�rruptlons to ar�y horrres #rlbut�ry to thls s�w�r lin� �h�l� r�aE exce�d 18 �ou��. �onn��t�on af th� s�rv��e la�era! by �xc�va#��n s��11 i�� rr�a�e with a��o�re�e Cas�Cet ��dd3� �rh��h lr�ser�s f�t� thv iir��d pipo f�r a wai�rrtight �it, -�a��t�IR1 al s�rv�ce cor�r���tlor�� shaEl b� c�m�nt s�ahi�i��� sand �� sa�ks ��r �ubic yard) to a paini 1� fncF�es abov� tha ser�ri�o �a#era� t� kr�er�c�r Intvrse�i�n and shal� be In acc�rdan�e w1#� th�se specif�ca�iat�s, b, L��c���r�ilot� piks f�r �xt�rn�lly� r�ln�tat�d serv��� laterals shaE� remain ope� fc�e �� h�u�s after r�ir�stat�rr��r�t �� tY�e ��rv�c�. The �onkrac#�r shalf �� r�spo�sible for verlfy�ng t�at shrin�C�g� of �h� �aly�tl�yl��re s�w�r Ijner h�s noE o�curF��, c. Th� w�t�r tigh#��ss of khe lir�er s��lE be �auged whilo tha lir�er is �uring, ae�d �ndor � positiv� h�ati, �,ft�r tEt� work is c�mp�e#ed, t�� �ontrac��r w111 provi�e the Owr�er wilh a v�de� tapo �t�owir�c� b�l� �he �ef�r� �in�d �nd �f#�r Iln�d co�diklons, �r�cE�dlrt� ki�e restared c��n��tions, Up�r� co��letla�l a� Ehe insta�lation warlc a���r re��ired t�s�in� �r�di�ates th� Ilntng is ��c�pt�i�le, khe �ontr�ctor shall r�instat� tF�� project 21fe2� �if���ed b� his opera�lnrts s�rd �erform any �ur�a�� rvst�ration i� accordan�� wlth k�ese ��e�ific�tions. 8, ��e�;iaf f��t��: 1"k�e inst�R��r sl�a�l ba i'rable #or dam�g�s t� the hom�s ar ba��ment ��r�rri bac�u�s which rnay r�s�l� during tC�� ir�sta�llali�r� of t�� lin�r, ir�stall�� w�ll be al�vwed to ��en c��an �u�s. �.r_ _,;. ti, �45��� $ PRELII�lINA#�Y - �Oi� IN�EFtI� ��1lIEW �IVLIf - h�OT �OR �Oh�STRU�'f��IV �R B�DDI�I�'a Pl��T D�► - AL���TM��V�4�. �P���AL ��N�1T��hf� �, n�������r���� �a�� ��vnn�rv�: �. Liner �r�s��lfallon: Lrr��r ir�stalla#ian wlll ba meas�red ��r p�y�r�ent b� �h� lEr��ar foo# of 1G�er ��tu�lly I�rstalE�d �r7 t1�e varlo�s �iam�t�rs �� s�wer� rn�as�red alang the �r�t�rllne af th� s�we� fram conterkina �o c�r�t�rl�ne �f �anhc�le�. F�aymerrt wi11 be made for t1�e quantiti�s r�teasure� at t�e �nit pric�e ��� lie���r fa�k #nr t�e �ario�s s�w�r di�meter� lfsted. �. S�rvi�e f�econnectkan: Pa�m�nt wlli b� m�d� for �he q�antities m�a�urad ai #�e unit pric� p�r ea�h I�sted in t�s �wd pra��sa1. P��me�t s#��II includ� all kabor, r�a�e�lal�, and the ]�tef�l cae�n�ckian. inc€�,ding all r�ec�ssary �i�e a��d tittir��� t� ��nn��� ths exlstir�g s��+a�e Ifne. Faymenk sha�l n�t �nc��F�� ��varnen� replacem�n#. w#�R�h if r���+r�d, s�al� be pa�c4 se�aratel�, �. T�levisi�n lnspecti�n and �1�aning= �pe�C�l ��ndE#i�n� for Pr�- a�d Pos#- ���slructior� Tek�v�s�or� Ins�e�t�a� a�ply. 4_ �ewer �leaning by Buc#�et �ulaci�ine: �-Ee�v�+ cl�ar�ins� req�irR�g mor$ tl�an hy�draulic ��t �leanir�� sh�ll be ��rfo�rned b�r bu�ket machir�es. 7h� pa�yrr�er�� for �u�h ck��nlrrc� shall t�e Enc��ded Jn th� �i� Item ��r �I��r�ang and Televisior� Insp�ctl�r� af 9ar�ftary �ew�r E.ines. �. By4P�ss �um��r�g; ��le �o�lr��#�r sh�1C pe��ide di�orsi�r� for lh� flow �f sewage ar�ur�� the s�c#i�� or s�ctl�ns �f p1�e ci�s��nated �or rehabillt�tior�. Tk�� ���p� and ��r-�ass line� sh��� �o of ad���ate �apa�ity and si�e ta ha�d�� all ikows. �111 �osks �or b�,{�as� �umpi�g tequir�d during in�kaElatfon of the p�pe shaN be subsl�l�r-y ko th� pipe reconsk���#lan ite�. 6, Poin� ��pa�rs: �o��� re��i�� shak! b� ma,de �ef�re p� �fter lir�ar in�ta��akion at the �ontra�t��s opti�n. Pain# repalr� are avaiiable for ���ment �nG�+ 9f mut�a�iy agre�� by tfi�e Depa�tm�nl �f En�tn�erlr�g an� khe �on�ractor priar to ac�ept�r��e ofi the I�r�e f�� t��onstructior�. Bef�re �n�r ex�avaE�o� �� dan� f�r a�y purpo�e, it v�rkll be tl�e r�spor�slb�llty �f the �or�ts�actor #o ch��1t �vitk� varEo�s utiliEy comp�n�es and r��termir�� th� iacat9an af lE�el� f�ckllki�s. Po�nt repairs �h�ll �e �-neasured and paid #or �� tMv Ifr��a� foat fa� khe appr�pr�ale €lep�t� o� cu#. Pa�m��t s�i�a11 lr��l�,de al1 lab�r, ma#�ri�ls, �nr� equipment for pip� �a�lacement accordin� #a ��lWD �tan��rds. ��bsi�i�a�y V�ork: Any damage fesulti�g to utlRiti�s and �r�p�rfy, res�lling ra�air�, tem�orary servl�� �osts, ��c,, shail �e b�r�� bp ��ar�tractor. f2�palr a�rd�or rep�acerr�ent of fenc��, sprknkle� �ystem �ipin� a�d oth�r s��h ��s�orati�� wor}c r�s�lling from �aritra�t�r ac#i�it�es sha11 be cons�d�red subsEdiary ta tho cost o� the pto��ct an� n� addiliar�a� pa�rnenl will be a�l�wed, DA-4 �LIPLItV�NC: �q, ��N�I�L; 1'his se�t��� lr�cludes r�qufremer�ts #+� r�habllitak� exFstir�g sa�:�ta�+ sev�r�r� b�r s�iplirting wi�C� �c�l�r�khyl�r�e pipe. ; � ,. . y�e ����� � P}�E�IM�IJARY - FOi� INTE.RIi�E RE111E1N �IV�.Y ��1�T F�R CDA��TF�lJCTl�hl �F2 �31D1]1LJ� PAF�T D�► � �►DD�1`l�i�A� �P��1�4L �C�iVD����l�� �. ��,r�����s '�. Poly�#�r�len� �lipline �ip�: a. 7`h� pro�ee#i�s �f th� rnatertal sh�l1 be det�rmir��d in accoe�ar��e wi#h A�TA+i D���, A�Tf�l� D�o�B sh�ll ba us�d �� �ieterrr�in� tt��� th� t��rmal b��t� fuslon Joir�t� are st�ong�r than �he rn�teri�is joined. b. Tk�e r��al# In�e�c of �h� �al�r��h�rGon� rasin s�a11 bv ��t�rmlr�ed �n ac�ardan�e with A�T�i Dfi��B, �or�d�tion �, ���1 shall be equal l�, or b�tweer� 0.0� �I10 rryfn. an� �.00 �lti� r'r'ki�. c. T�e de��lk�+ �f th� ��se p�C��ti�ylene r�sRn �hall be detarmin�d ir� ��co�c��nc� wE#h A��7[� 1�15�� ar�d �e e�ual t�� �r betv��en, 0_9�4� �Ic� �t�� 0.955 gl�c, d, Th� matetiaf sl��1l l�a #e��t�d �n aoc�rdanc� with l��l"IN I]'15�3, ��nd�tion �. e, PoEy�etE��len� p[pa and tii�i��� �t�� b� r�j��te� for fal[t�ee to meet ar�y of th� r�quiremen�s �f i#�i� s�ecafi�atkor�. f. The saw�r lii�or �ip� �nd fit#ir�gs shail be et�ad� of a pol�r���y�en� �G}�e ��mpaund tY�at m�ets lM� �aquffem��t� fo� Ty�� I11, �lass �, �rad� P���, ��t�g�ry �, p�l�ret�ylan� ma#vrial a� ��F�r��d �� A�TM D'4��� or A�T�1 D3���, ar�t� hav�n� a PPI �ating vf P�3���8, an� c�H cl���i�cak��n �4�434� or E p�r A�T�I+I D3���. A�rFgher numbered c�ll �1�ssi�'i��,t�on Ilm€# which �lves � tf�s�r�k�le f�igher �rim�ry property,� �er A�`�M �3�0, m�� akso b� a�c�pted by t�� �ngln�e� a� no addi#.I�na1 cos# i� kh� �i#�. �'h� mol���iar weight cakeg�ry sk�all be ��ctra h�gC� ���0,��0 k� �,SQ�,QO�) �s pae th� �ei ���rn�a#ior� �hrom�togr�Ql�p dat�rmi��at�an pro�e�ure w�th a#ypica� valuc� of �30,�00. g. �efore be�ir�ning wnrk, the �onlractor sha�i s�t�rx�f� f�r a�pf�va�, fhe v�nd��"s �p�clfic �e�ht�lcal data w'r�� the �orn�leke kr���rn-Ga�ian �n r�si�r, pk�y�l�a1 pr�p�rfies �f pip� ar�d pipe dimenslc�ns ��rlir�er�� to kh�� ja�. �4 c�rt�fic�#e af "�omplra�ce V�«#� ����Mflcatfc��'" ���GI k�e f�,r�lshed for ak� m�i��lals tp be st�}�p�l��l. T�� r��n��ac#�re�'s �ert�f�ca#e sh�Cl �#at� �17e �i[�e was rrrae�ufa�tt�red �ror� one s���lfl� r�sfn artd shail stat� !he �esins used and Its s�4krc�. A41 plp� sh�ll b� m�d� o� v�rgan m�teri�i. �Eo rewarf� ex�epi th�i obt�an�d f�orn the manufa�#u�er's own pr�ductior� af kho sarr�e formul�t��n sl�aG1 ba ua�d, T�e �ity w�l� run t�sts on t��G� samples �er ep�li�able ,�I�Tf�q specifi��tiarts �t �rt indep�ncier�t �ab�r�taey far v�rifica�l�n af �he r�qu�r�d p��sical praperkl�s a�� �har�ck�r�sti�s_ �'he r��mb�r of sa�ples �aken shall �e �t the ��ky's �lscr�kl�n. All s�rn��e� s�akl be provl��d by k�� �on#.ract�r at no c#�arc�e t� �he �ity. �he �Ity shalf p2�y �1t ch�r�es ��r �al �es#i�� oF the liner material if #h�}+ are f��nd to �neet s��cifi��iion. All retesting vf m�terC�l� n�� ini�i2�Cl�+ rr�e�#ing th�se spec�ficatfons s�a!! he �k the ��r�1r��tt��'s exp��se. - p - - � i���-�k/ PI��LINfI�lAl�1� - FOR It�JT�RIM R�VIEW OSVL�' -#�OT FDR ��N�TRL.��T��fV �Ft $II�DIiVCa ,� F'A�� L�A - �DDIT��NAL ��E�II�L ���iDyTl��� F+, k. A!I poly�t�}�ren� sllpl�r�ing pipe shaRJ �onforrr� lo tt-re s�z�s ar�d �tandard Di�nen�kon �tatio {�DR} re��ifem�nts shown �n t�e ��a•.,��ngs. Le�gths: �tan��rd IengtY�� shall be used �rk��€���er p�s�Cbte. {�� foa� s�c#ko�s). Whore co�sir�cti�� di�ficulties �rev�r�l �� us� of s�and�rd pipe �R�es, o#her pipe sizes may be�s�e��fed, Pi�es s�taMl be joined ta on� ar�al��� and to poGyet�yl�ne �rktin+�� by trierrr�al butk���sior� wn acco�dance with A�T�+I D�G57 �nd �#��'A+1 D���O. �u�k-fusi�n joinir�� ancf site loca#iorr, J�rning s�aif be �erforrr�ed wrx#��r� or o�ts�da tk�e excavat€�r�. Ja�nts b�tw�e� �ipe section� shall �e s��o��+ on tC�e ir�s��e ar�d in#e�naf projeciio� �eacfs sl�a�i e��t be gr�ater th�art �l�� in�h. T�t� t�nsi�� str�r�g#h a� }�ie�d of #h� �utt-f�9i�r� �olnks shail not �e I�ss t��! �� t�te pi�e. 2. ��w�r �ervi�e �or�r�e�ta�ns: Mech�r�ical a�d �usion-bon��� s�ddl�s sha�l be rr��de of pol��thykerte p�p� compour�d kl�at mea�� �E�e Fequlrem�n�s o� �l�T�v1 D- ��-48. iy�e III, �lass �. N���ar�ica! �addl�s shs�l have s#�inless steel �#�aps an� faste�ers and �e�pf�ne gaskets. �fi�c��r�fcal �a�dEes sh�ll b� �tra�-on-��ddl� Type �s m�nu�a�Eu�s� �y Dr�sco P�pe ��- Tap�i�g �ad��e �s rn��u��ctureci by �uP�r�t, �r �p�r�ved e�u�l, ��si�� sa�d�es s�all �� e���tr�i�s€o� brar��� �ar�dE�s as rnanuFack�rrad �y �en�raR �fastic� �ompat�y, o� a�pprov�d �q�a1. �addles f�r use a� PV� pipe ��a11 �� mo��e� f�xtkngs as recornmer�ded b�r lhe PV� pi�e mar�ufact�r�r, a�d sh��E1 ca�Form tv ti�� r���rir�rnenks of A��lu1 �1���4, �DR 35. �. �?C�CUT�O1� �. �[ear��n� a�d T�1e�risiofl Inspec�i�n �� �anit�ry ��wers: �leaning and teievis�on rnsp�ctlon af sa�rkta�y �ew��s €� b� slrpkined s1��kl k�� c�mplet�d pe� kh� req�ir��e�tts of �pe�i�k �or�ti�ki�r� {�r pre-�onslru�ia�t t�levi�i�n inspec��r�. f�ll mater��k enc��nlered in t�a exis�tir�� ��w��s sfnal� �� r�rrr�oved an� d�sp��ed of b� k�� �o��r��tor. All vide� ta��s s1�a11 be d���v�re� to the �it]+'s �epresent�kiv�� f�� evaluaklon pri�r !o ar�y sliplinin� ap$r�li�ns. �. ��skruct��� Rerrr4vaE: 'fhe E�gin��r sfiaiC d�termrn� where o�str�cti�n �am�val (�ue #v �Ir��p�� joints, caGlapsed �i�e, r�oks, roc�s, obstruc�io�� in th� pEp� which canr�o2 �e remov�d t�y t[�� cJeani�g equip�n�nt of okhe� reasans� will b� �equi��d, The ��r�#fact�r ���i� loca#e �F�e k�sertro� pr#s �� t#�ese o�struction �o�atio�s wfi�enever �os�i#���, �nti no addition�l p�,yme�E w�ll be �ut�horf�e+� t� t�t� ��t�trac#�r. 1�til�e� o�stru�#i�� ��m�va1 as req�ir�d ak i�caUo�s o#her #inar� ir�s�rtion �ft�, pa��nenE for ihe o��tfu�tion e�ccavat�an a� the approp�ia#� �ontrac� un�� pti�e will �� �uk���iz�d. �_ Sewer �1�2�r�in� b�+ rr�o�� t�r� hydr�uli ct�tt'sr�g� �s �equir�d. �hai1 he r��de. � Bucket i���i�ine and �oot �u�ii��� H�avy clean��� req�afring c��t cle��krtg sha11 k�e p�ri�rm�d by ��c1�eE ma�hin�s �r raot IV� �dditi�r��l payrn�n� i�r su�l� cle�n�r�g ar�dfor roat �ut�En� A��-� 1 P#��LIN111V�R'� - fOFt iNTER[fw� R�1lIE�N �N��* - N�'C F�R ��l�,i�TRUCTI�N O#� �I�D�f�� ���� ��► - ����x'ior��� s��ci��. ��n�����o�s �, �r�se�tian or �co��s �Ets: T�e �aca#i�� �nd nu�ber af �nse�#ion or acc�ss p�ks shaal be p1�r�ned �� th� �o�kr�ct�r �nd s�bmikt�d ln +�rrtting for ��ptov�! by the �n�ine�� pri�r to exc�va#io�, Th� �it� shafl be Eocaied s��h th�t #h�ir t�lal r�u�bet �ha€l ba m�r�imi�e�, ar�d kh� f�ota�� of liner pipe ins#aaled in a�ingle pull sh�11 b� �aximiz�d. 6e�or� ex���ration �s beg�n, ik rv�ll ba khe res�o�slbility af lhe �orr�ractor fo che��C uuith t�a varG�u� utiiity cor����i�� ar�d detenrr�ine the loc�ki�n o� �h� utilities irp tne vici�it� o� the w�rlc a�e�. Darr��ge dor�� to �tllities an� �f�e r�sulkir�� re��ir, terr�parary �e�+i�� oasi, e�c., shail be bar�e b�+ the �or�#rackor. All excavatt�ns �hall be pr�p�rlyr s���t��fshored in ac�ofd�r�� w€th ��H� sp�cificalsons �ar trer��h sa�e#y systems�, �Ar�y da���e res�t��n� Fro� ir���ape��y share� �x�av�tio�s si��N �e corrected t� th� �a�isf��tipn �� �f�e �r�g�e���r witri rta cor���n�atian �o the �o�tra�lor. A1� o��n e�cc�vat��ns shall �e k�pt �e�cur� �t all kir�es k�}+ #rie usa o� barr�c��es �+ith appr�p���t� �i�hts ar+� s9�n�, ��nstruck��n #�p�. c��+a��ng with ste�l pl,�tes, etc,. �r as dife��ed �y tha E��ineer. The cost �o� byp��s pumpir�� if req��rsd ��aun� an �nse�Eion pi�, from a manhoi� up�#rear�7 to a�nanho�� d�wn�tr�am. sha�E be �n�i�de� in kE�e Unil Rriae Bid ��� �lipainang. ��c�r��tl�n for inserEior� pit� si�a11 �ok b� pai� for s��arately, but �h�l! b� �r�cl�de� �n the i.ir�it Pr�ce Bid for sljpl�n�ng, 5, In���t��n of F'�I}+�tk�ya�n� l.�r��� Pi�e i�t� �arr��r P�pe: 7f�� e�c�st�r�g �e�+ef w�ll rernain ir� �peraiio� d�ari�� the sG�iinir�g pFa�c��� w�t�rrever passible, ��s#r�cl�or�s �uch as ro�ts. la�ge ��ink �ffs�ts, socic� or other tl��ris, stc., khak ruouEd pr�vent passage �r �amag� �� 1t�e athert p�pe s����n� rnusk be rer�oved at ��p�irec� pri�r ko Mnst�,�11n� th� r�eu�r ���e, A�ker com�le2rng th�e i�ts�r�tort pil exs:av���on. #�e �ap a� the exis#in� sanktar�+ �ewer 1ir�e sh�ali �� rern�ved, wher� r�q�ired, d�v�+rt t� khe spr�n� f���. A power w�rrc� cabl� �#�a11 �her� �e conr�e���d !o k#�e er�d of tf�e fine� by use o� a a��ka�ie puilin� hea�, ec�uai to th� outsi�� diarr�eter �� ihe lir�e�. Tk�e �u11fn� �e�d s�al1 b� ad�qua��ly s�c�red to th� lir��r and l�re� ��t�ch�d to th� pawer wirr�h r,�ble so that tri� lGr�er can b� sar��`a�k�rily Fe�i ar�d �u11�d �h��u�h tl�� �anl#ary s�wcr ma�n, Proper �umpers �?�ali �e �ra�ided jn tC�e in�e�o� p�t ir� �rd�r t� prevent �h� �aggA� ed�es of k�e e�€F�ting pipe frorn scarring the o��side of th� I�ner as �t �s p��led Gnto t�e ��cistJng ��w�r. Pre�aut��ns shall ba t�Ec�r� noi to d�rrrage the I{rrer or t��e�k or separ�te a��r of tha bu�t-�use.� �oi�tts, �uf#i�iar�t #ir�-�e (a minlm�m �f �� ?���rs) shal� be �l�ow�d �or ti�e lir��� to re��rn ta �ts n�rrn�l leng#h �ssum�ng th� o�rer-el�r��ation is dus #,� � higher te�np�ralure at the time o� �r���a��aE��n} �ase� upor� the average ternpefatu�e in �he s�w�r, Th� fe�gth of khe I�r��r pukled i� ar�y or�e ssgmenE s1��CE �e limited #o preven� any b�cicup �f service lir�es whicf� may resu�k d�,� �o rest�i�te� #1ow Eh�rou�h the a�nular spac�. � ���-�� PRELlNII�lAE#�Y - F�F2 lNT�F21M FtEVkEW �NL1f - h��T FD�t ���iSTRU�710N QR �I��ll�#� P�f�� D� � A�D1�I��V�41.. �PE�IA�L ��l'►�1DIT'I�h#� Maxirr�um Allowable Pullrr�q �or�e,. Ir� v�der to en�ure Eha In#�grit}� �f th� �ol�eth�Eer�o iir�er, the puGlir�� foec� exerted o� the li�er sha�l be 1�mlt��l ta #hat inr�ic�t�d orr the �t�llowin� #abl� #afi the �}�proprlat� �u�si�e diarno#ef of tl�e polye�{��rlene �ar�er; l�D�.Y�1"HYLE�IE LI�fE �U��lD� DI1�lN4�"i'�I� {IIV�H��} �.3�5 7.1 �� �.625 'f 0.��0 �4_O�Q � 8.��0 �1.00� �4,�4� AtiAXlf�lUM I�ULLINC ��RC� j��NSI 3,5 4.� 7.5 10.� 7 2.0 ��.5 3�. � ��,� 1"h� �c�nt�a�t�r sC�al3 us� a suitabk� puEli►�g h�a� s� k�at tha pulGng k�ead �e�d Gin�t wIH separate from c��ch ather w�err #hs pulHr�g forc� e�cert�d o� tl�e �Iri�� reaches the arnnunl �nd���t�d above. The p�Gl�e�g head d�sE�n {Ir�clu�ing �a�culatio�s} shall �o ap�rov�� �� the �ngin�or �r��r ta �#s u��. As an alt�re�ativ�, S�e �onkrac#ar may b� permit�ed t� us� � me�sur�rtg ci�vi�e (s�Ei��, gaug�, eE�.} conn�c#ed �o �h� p�illir�g c�bie +�1�ich �h�li r�gisk�r the pullin� f�r�� bei�g ��certeri on th� I�rrer, Ti�e pullle�g force sha�11 r��� ex�e�d lhos� val�es Indic�ted abov� �ar �he �ppllcable outsld� �lam�ter af the �oiyet�yle�e liner. The m�asur�n� davR�e sh�li be �pprorre� b� tha �ngane�r �r��r to its use. �h� �ontra�k�r may be a�low�d to push #�e linec �ub��c# to th� �ng�ns�r'� appr�vaL �ar� sk��1G be t��en #o avaid any b��k�Kirtg af the Giner by limi#ir�g the s#ro�e �f tf�o backhoe. Any partion of the liner �amage� ti�rir�g t�is ins�rti�n pra�es� shall b� �ut a�t �nd the llr��r reject�d. �n �erlaln ���e�, t�� �o�rlractor may b� p�fmjtt�d �� use a combir�alion of Qulwst�g and p�s�ing t� enhance tfne �r�sarti�r� of �he Ilner. A 1i�e� tha� Is permjtted to b� ���sh�d sh�il nqt l��rr$ �n apen er�d whi�h cae� �klow s�r�d ar o�h�r de�ris to �e ��sF�e� in#o the �iner. A�ipe mar�uEa�l+�r��� r�pr�sen�akGv� sha11 be onsi�e t� ass��t ll�e �or�trackof �or ti�e first fuil day of slip�lr�� pape installa�ion, �. U�e o� ��a�mps and Encasement �or F�ofye#hylene Pip�: �here �xcavations for �h� ir�sertion o� the lin�� a�e m��e ��tw��n �wa r�anhol�s, t]�c e�t�s �� tt�� l�ner wi�l �e c��t smao�f�, square #o #1�� a�cis vf t�� liner, so t�at it can b� �vin�d in a wvrkman� li�ce rr�ann�r. 7he li�e� �haal b� j�+r�ed wi#h a J�i�t I��l+�st�Ees T►�pe ��8 or �q��l, ��I s�air�less ste�l (ir�cCUd��g �o�ts �nd lu��}� full ci�ci�, Ur�iv��sal ��arnp �au�llr�g ►n+l##� a'El4-�r��h minirnu�rt tf��cl�r��ss �r�� t�p� gasE�et, �lamp� sF��ll b� sale�ked #� �it th� ��tsi�e diameter of the �Ine� �ipe. h�ir�irr��rn c�amp wEdtl�s shal� be sal���e�l ff�rn the folEawirrg tab�e; :� �1a�-�� PRELIMI�VA�41C - �Oft 11�7�RISw1 R�IIIEW �Ni.Y - NOT ��R ��N�TRU��"�DN �F� BrD�I#�fi P�1��' �� - �L�D��`��O�fAL. ��E��AL ���iDIT��I�� Ol]���D� D�A[41�TER MINIh+1UM �F ��NE#t FI�� Vti11E]TH OF �LA��W �I nch��� �Ir��h��) 5.37� 1 � �.1�5 15 8.��5 �fi 8 �0.750 or �r�ater �� �n a!I �xcav�tiar�s w�e�� tl�� Gin�r Is r�c�k wjkh�n tF�� e�rt�ting s�r�iiary sewer fi�e {carri�f p�p�} cemenk �#abi�i��d ��nd beddlr�g sF�al1 be �r�skalled. Vi�u�l ins�ec��on �s fer�uir�d for a�prova� �� ��d��ng �efor� ba�l�ff�� is cornpl�ied. 7. �estir�g af the L1r�ar; �eskkng will �� re�ufred �ft�f the Eir�er has b�en ��s�all�d lo� ti�e �xlsli�g s�nitary s�w�r rn�ir�. �'h� firs� Es a tow p�ess�re alr test o� �F�e 13n�r beio�� it �as �e�n se�l�d �n pl�ce �k ��� mar��o1�� �nd �afore ar�y senr��� r�conn���ians h�ve be�n rr�a�� f� the lin�r. fi�� purp�so af kh�s test �s �o �he�� the in��grity �f the �oant� tha� hav� �ee� maci� ar�d to v�r�fy tl��� the Iw�er F��s nat been �amag�� b� ir�s�r�[ng ik �nta th� sar��kary ��wer, a. �aw F�ressur� A[r Tost 1���ce��re: A��er a manho�e-�o,manhol� seclron �� sar��ta�y ��w�r ma�r� ��s be�n sli�lined and prlar ta �fly servic� lin�� t�eing c�nr��ct�d �� #�$ new lir��r, tfy� ltn�� �#��11 bc� pl�gg�d ak eac� m�nhole wt�h pneumat�c plu��. The desig� of #he pGuc�s s�afl b� s�ch th�at thv� w111 �o��{ �g�ir�s# tl�e #�st pressure v��khoul f��ulring �xt�te�a� blackin� or �racing, �n� �f the p1�gs ��$!1 F�av� t����e ��} a�r ha�� c�r�ne��l�r��; or�e f�r kha f����tlan of the �lu�, o�s Far rea��n� t1�� a�r-pressur� ]n t�e s���lad 1ineT and one f�f tntroducing �ar i�#o the seaEed Ilne. �.ow �r�s�ur� a�t sk��11 lk��r� �e l�r�roduced int� th� s�aCad line untiC the interna� air pr�ssur� r�aches �,� pskg ���ater lhan #h� auera�e �ac�c �res��re r�sul#inc� i�om ���r �raundwaker tY�a�t m�� b� over t�r� �i��, f�# laast two ��) minu#es ���rl ���pse ta aliow �he prass�,re ka sia�al�lze, The #ime r�q�ir�d f�r lhe �r�tvrr�al p��ssur� to decrease fr�en �.5 �� �,� ps1� gr��t�r tF�an t�� �verage b�c1c �r�sst�r� res�rltlr�g fr�� any ��o��d water th�t ma�+ b� over the �i�e, sh�ll no� b� le�s khan th� llm� shown �vr a glven ��pe diam�tee an #he f�liawing tabl�; �AFtRIEFt �I�� NSINIf�flJl�l C�tJT�ID� pIAMETE� ELAI���D TiN�E �Inch�s} �Minutesj �.375 � 7.125 �4 8.6�� � � 0.7�� � 14.0�0 � '! 8.0�� � �ISC-2� �F��I.IMINARY - FOR i�S'C�I�il4� REVIfVtiI �I�l,�f - hi�T ��3Fk �OIdS'�'F�U�T1�ht �E� �IDQIh�C� ��f�T DA � ��i�13'I��A�. �P����4L ��hiD�T'N�I�S Lines ovar �8 inc��s sha11 be approvt�d for p�ym�r�t by 11�s��1 2�t�d T.V. 1ns�e�#ion ir� �c�or�an�e w�lh �pe�ial ��nditiar� p4G�. 8, �ea11n� ���er ir� �1ar��oles: Af#er t�e pip� h�s r�aeh�d e�}uilibrlum �ha annuG�r sp�.c� b�twoc�n #h� liner �r�s� kh� exi�tlr�g sanitary sewer rr�aln rnUst be s�al�d at �a�� fnant�al� with a�h�r�acal seai and nor�shfiln�C �taut. �akum saa4ce� lrt �cotcY�s�al ���0 ar �qual sh�l! be placad ir� a ban� t� f�rm an eff��tiv� w�t�r-t�ght gaskeE ln lha anr�ular s�a�e b�twe�n th� lin�r �nd #he �xislkns� p��e� an #he mar�hol��, The wldti� �� lhe band shall b�e a minlmum af 1�" �r one•half #M� diarr���e� of lhe pl��, whichever i� gre�t�r. It ��a1C b� fnish�� oFf wEth � na��s�rin�C grqut place�i aroun�l tl�e a�nular ��a�e fr�m �nsl�e #he rnan�,�aa� ar�d shall not �e le�� #han �" wide. 7he �hosen metf�o�, lI1CIl.JC��F1� �I��Ri1C��5 ��'IC� Ill���fl2�IS, m��t be ap�rov�d by ti�e �n�ln�ar. The ��r�trac#or sr�al� cut t1�e Ilrre� so t��at it e�ctends A" �nt� ihe rr7�nl��l�. T#�� �onfractor �C�ai� wnal�e a srnoo#h, vertical cul and slope the a�e� over the top o� the exposed Ilner u�ing nor�-sh�lnk gro�#. Th� ��r�tr��#or ��iai� �ksa usa ��m�nt�ti��s �r�ut to form a srno�tfi� lrar�sEtlon �rr1tF� ���sha�p�rl wnvert �nd � r�Esed r�ar����e bee�ch s�ch that r�ei�her the sha�� edt��s af tho fin�r �Ipe, nar tF�e �o��r�t� ��nc�, r�ar t�r� c�ae�r��i��3 Invert s�all �xi�# to c�t�l� c��bris �n�C �re�t� a st�ppage, Th� I�v�rt �f the �n�nhok� shall also be r��orkad (smoc�th�d ��� buiik-up} ia mat�� trie fiE�w I�n� vf tf�c� n�w i[��r. The II��� p��� shal[ �e all�wed to ���m�l��e to �mk�ten� tem�aea��tu�es, as well �s rscav�r fram an� imp�s�� skr�tch, a rnln�rx�ur� o� 24 h�urs in tha case o� poly�th�l�r�e, before beir�g �ui t� Fit ��twee� manh�a�s �nd pro�edir�g wk�F� res�apir�� a��{or smo�#hin� tt�� manhal� in�r�rt. �. ��wer �e�vice �a�nection�� a. �ewer serv]c� c�r�r�ectioi7s �h��l #�e ��r�r��c��d to th� n�w �Ipa b� mecl��nl�al or fusi�n met���s. ��ce #tti� saddle is �ec�red, a hols sl�all �� d��lled in #re pipo, the fula in���e di�m+�t�r of the saddl� outlet, b, ��nn�c�i�r�s t� the existln� sewer ��nri�� c�n�ec#i�n pip� sl���I b� ma�� �s�ng flex�b�s ��rnc� s�w�f ca�r��ctor5. t�r a�Qr�ved �qual. �ia�kfill �� �ervl�e con���tlons shall b� �em��t sla��a«�� s�nd �2 sa�ks per ��rbk� �ard} to a p�9r�� 'l� fr���es above tY�e �e�vice 1a#�eal t� trench Inta�s���ior� B�ZC� S�k�I1 �6 IR �CCOfdBC�C� V,�1��1 ���5� S�7�C��E���IOR�, c. T�e �on#ract�r shai! up�n req+�est, perGr�it lh� EngEneer #� take el�vafrons or� bo#h tha e�cis#inc� a�d n�w portsans �f �t�� ��rvic� conr�ec#iv�� pipe to determina fi�al �rac�e �nd ir�vert el��ations. Elevatian ct�ar�g�s gf�at�r tl�ar� �.1 D f��t fr�m #he ho�s� ]�te�al pf�ing s�a�l b� r�r.�nr�ected as dkreo�ed b� �he Engir�osr, d. ��rvice in�errup#i�n� to hom�s �hawl no# exceed 18 F�ours. D, NIEASUR�f�i�i�1` Af�D PA��'f�1�iVT Pi�� I€��t��la#ior�: plpe inst�llati�n wi11 ��* m�as�red f�r p�ym�nt �y trie Iln�ar �oat o� �ipe a�tualay installe� �n tk�e vaeGaus dtarr3�#ers oF seu+ers m�a�ure� alnng ih� �� ASC-25 P���.��ir����r - �a� is��r����t ���r��w o�v��r , r��� �'�� �ar�s�'�u�r��� ��t ��o���� ��►€�r v� � �����Mo��� �w�����. ��r��i�'ia�� �e�ke�ine of the s���rer �ram cent�r4�r�e �f m�r�hol�s. Pa�rmer�t w��l be m�d� !vr lh� quant�ties measura� at t�� urri# pfilce per I�ne�r fna# ��r t�re ��ri��s sew�r di�meier� li�t��i. �. ��rvfoe Re��nnecl�ons: a, 1n���l�a#i�r� of sevver servi�a cor�n��ta�r�s wlll �e measur�d for �ayrn�r�t by ea�h acfu�f�� re�anr�ec#vd ta �h�� inst�kl�d pipe. Pa�rmenx wiil t�a mad� for tha qu�nk'rtt�s me��ured �t k�� unit prac� per �a�ri Ilsted. b_ �ayrnen� �n��udes all r�q�lre� eac�ava�i�n and ba�l�flt�, su�fa�:e r�s�ar�tinn, saddlvs, f��xi�l� caup�e�s, up tu �' of s�rvi�� �i�n�, ar�� a�ll app�rtenar�k wr�rk. c. Payenent f�r add�tiona� servic� i€�� �over �' at each ssrvice rec���r���tR��� will �e paici f�r a� ih� appraprEate ��nEract l.}�It Prl��. Ra�ment inc�ucle� a!I re��lr�� additi�r�af �xcavati�n, ba�ictti�, �urfa�� �e�taratfon, a�d a�� app��ker��n� wo�k, 3_ Televisian Ins�e�tlor� a�d �loar�in�: Tel�vlsl�n ins���tla� �ha�! �nclud� r�e�assafy clean�ng {k��dr�uli� j�� �r �nach�ni�al �1�aner� �t� provide v€d�a Irrtag� r�q+��rc�d for lane analys�s. �'he qu�n#�!y �f 7V ins�e�tfon shall b� m�asuro� as th� �otaE length of p+�� a�tua�ly+ cleaned ar�d t�levl��d. ��ni� con�ract raqulr�s �#�e �ar�t�a�tor tv TV Ir�s��ct �he sewer lin�s twice, on�� �erar� and onr� a�ker con�tru�t�or�. Pre- �le��lr�g ar�d `C�1evi�i�r� I€��pectivr� sha�l be paid �t t�e �on#rac# Ur�1� Pr��� far all p��e �u�c�ssf�ll� �le�r���f and �ejevisior� ir�sp�cted_ �'I�e arn�+�r�t p�i� ta �#�� �ank�actor fc�r Post �ar�skru�tE�r� Te�ev�sio� 1r�s���tl�� s�rall b� #t�e U�il c�st �Irnes the ler�gkh of prpe lined, 4. �t�skruct�ans: �bstru��l�rls �ucl� as r�oks, ia�rge af���� Joi�t�, r���Cs, or otk�or d��ras. �hat woutd prevent �assage ar �aus� damag� t� p4p� �e�d rr�ust be rerr�o�r�d ❑r eep�lre� b�fare �nstallir�g the pipe w�ll be pa�d for at th� �o�tr�c:t Unk� Prlce pc�r �b�tru�tic�n rama�r�i. P��mon� s�ail ir�cl+�d� ali ��c�avat�on a�td ba�kfill cos#s, �ipe re��a�eme�l, �ur�ac� rosta�atlt��t ar�d a�purtt�nan� work requieed #o �or�ple#e �ach o�rstru���o� rsmova�. Ot�s�E��t�or� �ocat�d walhln ten ��e# �� eactx okh�r �k�a1f �e include� ir� �n1� or�e ob�tru�t��r� �e�n�rral, Trench ��fety �y�sk��, if requir�d, �h��11 b� p��d fafi at the �o�tract Unit I�rlc�, �c��t���tor wiii �rol be }�ai� for �bstr�ciion remorral l�c�led at in�erksar� p��s. �. ��b�idfary 1Nork: Any damage r�s�itir�� to t�tsli�i�s an� pra�eriy, resulliny r��alrs, #�mpora�y ��rviae costs, et�, s�a1� �e bt�rn� by �antra�ka�. F2epa�r �r�cifo� f��lacem�nl f�r�ces, sprir�lcl�r s�rsf�m p3�rfrtg, �nd ot�re� st�c�t res#�r�fio� work resu€tir�� fr�� G�ntr�c:�or �c��Vities sh�M1 k�e �or��l�sre� �ub�idi2��}' to the ��s� af #he pra��ct �t�d n� addktio�al paym�nk wGl1 �e �I��w�d. 6. T�skir�g; �MI cast �or �esting th� rep€ac�menl pk�o b� a press�r� tr��thad wll! b� in�id�ntal to ti�� ]ns�aHatlor�, DA-� PIRE lhE�l`�4�LED 81� D71��R T�I�N OP�iV �U�: F:.� ��;, ��'��+,:� �E�I�F�A�.: A��-2G PF�ELIMI�1A�kY - FC1Ft It�JTERI�A RE111�W QtJ�Y - N�7 F�12 �ON�1'i�U�7l�N �I� BI����L� P1��� I]�4 - ►���3�T��Nl�l1� �P��#�L ���1DIT���i� B, C, �ur�ish mat�r9�1s �r�d nacessary acce�sories, wlt� st�er�gth�, #�i�lcn�s�, c�ating�, and fltting� lndic�#�d, sp�cl�led and}or n�ces�ary �o compl�t� ihe worl�, 1, �. A�1� �xca�rati�� shalw provid� an open afisa conforming to the �u�si�Ce cl�arr�st�� of �E�� casing ar�d�a� cafr�e� con�u�t, Ttre excava#ion s�ra�k be t� an aEign�ant and gr��l� which �1ia aClow the c��rler �anduMt #o �e ir�statiled �o proper ijr�o �nd gr��� as shown �r� tE�� Plans and �s �s�a����h�� ir� the �p�cfficak�or��. �. 1+Vork �hall h� pe�#o�rne� in accofidanc� v�rth #h� r���Rrements oP th� ��ty �f Far# 1�Vorth� Wa�er �epar#fnor�t, t1�� Texas D�parkrr��nt �f 7ran���rtatlon, �r railroad cvmpany, as apptl�a�le, MA��F2��,L�: 'I. C�sin� �1pe:� �as�n+� pjp� sk�all b� s#e�l C�nformang t� �N�I �3�.�0 ar�d the fol�owing: 2�. b. �, �. �'�e�d �tte��th: 35,�0� psi rn�nim�m_ Wa1k thi�knes�: �.�1� ��. minimurr� ��.� for raiar��,d �r��si�gs�. blameter: As shown �€� #he drauu�r��s �rr��nitnum �iz� re�uiremants). Joints: �or�tir��a�s �ircurnFe�er�ti�1 we1� �n acc�rdan�e �,vi�h A�W� �1 _ � , ��rr��� �'ipe ie� �a�ir��: ��frier p�pe shal! be 2�s s��wr� or� d���+ings and as �pec�fled �n the �e�efial �or�tr�ct Do��ments, 2. �ew��' I�f�e wi#ha�,t ���kng Pipe: �hall b� minirn�m �ja�ss 5� �iu�tkle iro� �i��, ar as �f�signat�d or� th� ���r�s. 3. 4. �ro�t: �ro�k shaEi b� Parl��nd �emenE gfio+�t o� min. 2�Q0 ps� c�mpr�s�Eve s�e�ngtS� ai �8 da�s_ Prop�rfianed not lo�� #han 'I cu. �t. of ��rn�r7t to 3�u. f�. �f fkne sae�d witk� suffi��er�t �rrater add�d �a pr�vid� � fr�e flaw��� t�i�� slurfy. �X��UTIQ9V 1. 1Nhefs sev�r�s pip� js re�uir�d ta be Ir��tall�� ��der EawEroad �m�an��n�n#s or under hi�Y�w�ys, slreets �r �kl�er facllikie� �ri ot��er tY��n �pen �ut, constru�iion shaa� be ��r�orrn�� ln su�� a manner so as to r��t Inkerte�e wkth tk�� ���rak�on oi i�e rail�o�d. �l��e#, F�ighway, or �lh�r faclrii�, and sa as not #� w����n or dama�� any emba�km�nt or stfu�ture, �ur9n� c�r�structian operati�rns, barr�cade� �r�t4 lights t� safes�+�ard traffic ae�d p�des�ri��s sha�l b� iutr�isY�e� and malnka€ned, until sucC� time a� #he bac�Cfill has be�n comple#e� and #f�en sl�all b� rer�oved from fhe �Ite. 2. Pi�s anr� �ren�#�es: i �1��-2T a. 1f the grac�e of th� �i�e at t�� �nd is b���u�+ �Yre �rnun�4 sur�a��, �uitabl� pits or tronch�s s��ll �e �xcavat�� for th� �urpa�e of c��d��ti�g tfi�e ���king o� tun��Hng o��rai��ns a�d for placing �nd jolnts of tfi�e pipe, W�erev�r ��� t�an��r�s ar� �t�k ir� lh� �i�es of ti�a �+�b�nkment �r b���r�� it, s�,ch work PFtEL.1MIN�4�t1� � FOFt INT�F�1�1 �t�VIE+N �I��.Y � N�T ��R ��h,l�TRU��'I�1� �R BI�DI�3� F'�4��" �� � �pDE�`i�IV�4L ������4�. ���VDITI��i� �h�IC b� sh�e�ed se�urely ancE braced Ir� a rr�a�n�r to prev�nt earth fr�m caving i�. � �. Th� I�c�ti�n of t�e pit sh2�f1 m�et �he ap�ra�ral of #h� �ng�near. �. The pl#s �f tr�ncf��s �xcavaf�d t� fa�i1€ta#e thase �per��ions sh��G �e ba�c#t�ilRed �mrne�iately aft�r khe casin� and carri�r �i�� knst�llatl�n has be�r� c�rn�fe�ed, 3. �oring and Jackir�� �t�ei �a�slr�g �i�e: �taea �astn� �i}�� �hall #� inst�lle� by borlr�g I��€� wl�� ti�e e�rkY� a�ger ar�d simullane���lyta��Cing p��ae fni� p�ac�. �, T1�e �oring s�a�l proceed from ��iE �rorr�ci�� far th� b�ring equfprn�nl a�d w�rk�en, fi�e hvl�s are to k�e bore� mechanE�a�ly. The baring shall be rf�ns us€ng a plrot �oi�. B� this m�#hod an ap�roxFn-Eate 2�ir�ch h�l� sh�il be bared kha e�tlre len�th �f t�� cros�ing and s�ra�E be cha�fced #�r ifr�e �nd grade orr kh� opposite end �f the b�ra ff�m t.h� warEc pit. Th1� �lCo� hol� s�a�l s�rv� a� �ne c��rk�rlirr� o� lh� laEg�r ��am�t�r k�ole ta be bored. �tF�er �n�#hods �f mair�kaini�r� ii�e and c�rad� on the �as�rrg rr��,�r �e approvad i� a�cep�ab�� to lhe �ngi��er. ��cc�v�t�d ma#sr�al sha1E �e p�ac�d near the #op �f the w�rkfng p�t and �#Esp�s€�d o� as r�quired. �'h� u�e of w�t�r or o�€�ar ff�i�fs 1n c�r�ne�t��r� wi�[� �l�e ba�ing opera�li�n �III ba ��rm�tted �nl� k� #i�e ext���k r�quif�d ta lubrlc�te ��rtt'rngs. Jetting �f �I�ricang w�l! not bo permGlk�d. E�. le� unconsolide�ed so11 formatlor�s, a g�!-fc�rming coll�ld�! dr�IlGng fluid cor�slstlr�g oF a# least 10 p���errt o� hi�h grade car�fu�ly pro��ssed �e�t�e�i�� rnay b� used to c�r��olida�e ��,ktings of th� blt, se�l t�� wa��s ofi t�e #�aCe, ��� fur�is� lu�ri�atiar� ��r su�s$q�xorrt r�mov�! of c�tkir�g� and ir�stallatian �f 1��� p��� irnmedlatel� lh�re�ft�r. c. Al��w�b�e v�riatiort from the Ilne a�d gra�� sk��Cf b� as spac�fi�d und�f p�ragrapF� A.�. All voi�s ��tween b��� a�� outside af casin� sh�ll be pressur� groute�. �. Ins#allatlon af �arr��r PI�� Ir� �a�in�; a. �ani�ery s�wer pi�� ioc�ted wlth€r� �h� er��asement pip� �h�ll �e s�ppo�ted by "skids" �� "bar�ds" to prev�r�t the pipe �nd ��IEs #ro�n ��ac��ing on �he �r��id� �f the �asln�, a�� #o Vicee� tY�� Inst�llerf fin� from rest[n� an th� �e1Es. b. �II s�lcf� sh�ll �� tr�ated w�tri a wood prc�sc�rv�#iv�. Sk�lds �hould �xtend fa� th�� �+�II length ot the pipe wath kt�� �x�e�t[on o� #h� k�ell area ��� �y�Eg�t �rea ��ces�ary Far assembGy un�e�s �tk�erwlse �p�c��i��, c. i`h� �ontra�t�r st��ll pr�v��t ovef-b�l�lr�g the pip� wl�i�� in�#�Ili�� 1t thr�ugh tl�� casir�g. A mekho� �f r�stric�ing th� maysm��t ��twaen ti�� as�ernbfed bell ar�d s�1�ok wher� �p�I��a�E� sk�alE i�e ��a�rl���. � , ry�hs`; ;lz ,���-�$ � PFtELfM�Nl�4FtY - FOR INT�R#N! RE,VI�1� �N�.Y - I��'C FDR �ON�TRU�TION �Ft B1DD1N� �1�11��' DA — A�DITI�N��. �I'��I�L ��NDtiTIC�I�� d, A� al� ���ed, Ja�ke�, �r t�rr�ne��d �nstalla�l�ns, the annuCar s�a�� �etwe��r lhe �arrier pE�e an� �asi�g sralk �� ��ilo� with gr��t. ��re must #�e t�k�rr tl��t not toa mu�F� wa�er �s ��r�e� wnt� #h� casir�g �v as nat ta fl�at the �i��. T�e ����fi1M malerial w+�l not b� t��ul�e� �r���ss sp�ci�ed a� th� plar�s ��d �p����i�d ��r the �n�le��e�, e. �losur� of tl�� ��I��r�g aFtor the pipe }�as beer� Ir�st�Had �I��k! be plugg�d ak khe �nds �� ths c�sf�g as showr� an kl�� drawin�s or as requlred by t�te En�lr�e��r. v, B��Gr1g and J��1��ng C}�t��3Ce lrrxtt Plp� wlthou� ��ein� I�I��' a, As lnd�cai�d on draw�ngs �n� a� ��qulred ar�d dif����d t�}r k�e Englr�eer � sewer s�a11 be c�ns#ruc#sd o� bor� an� jacico�l ductile �ror� pi��, �. �V�ren a c�sing �i�� is r�ot desi�nate� or� �he dr���rings, Ehe �on�ract�r shall ' provlde � caslr�g �M�e If n�c��sary !o a�t�ieu� IEne and gr�d�. �asEn� pipe sh�i1 �� provid�d �t r�a a�dikianal c�st and shall be subsi�iary t� the cost bicf far in�t�slatl�r� �y D4her khan �pen �ut. �. Bare attid �a�k in accorda��� wi�fi paragraph �.3. ���ve. d. �hort length �f sew�r ��nsistlr�g af � singl� pi�a se�#1on may b� installed b� �ac�ir�g wilh�ut a�are hoE� iP permifked b� th� �n�lna�r an� En s�f� sail I�yer, A�II v�Jd� outsid� o� ir�s�alle� pape shall ba pressure gro��ed, �i, �unneli��: 1�her� the cha�a�terls�ics �f tha soi1, t#�� s9ze of th� prop�sed pip�, or lhe use of m�noVl�hi� sew�r wa�ld make th�� use of lurr��l��� r�ore satisfa���ry fk��n ����Cin� or bori�g, or w��r� shown on the plar�s, � tur�nelin� rnethad r�a� be �s�d, wGth t�e appr�val of tk�e Er�g�n�er or r�il��ad�t�j�hwa� aff����ls, a. V�lhen t�r�n�Ne�g �s ���n�]�t��, tfn� �r�fng af th� tunr��f sl�all �e of suffr�fer�l �tr�n�th of suppork th� �v�tb��d�n. �fi�� �vnEra�tar sha11 sub�it t�e pro�os�� lir�er met�rod to th� �r�gineer for approv�l, The �unne! I�r��r des�gn shai] �e�r th� seal af a Il��rrse� prof�ssEar��1 �hgfr�eer In #he �t�t� a# Texas. Approval b�r tl�e Engine�� sk�a[I n�t rel�e�e �he ��r�t�acEo� of xhe respo�slbi�il� for tl�e ade�+�acy �f the llr�ar met�ad, b. The spa�� �eEw��� #�� tunnel iir�er and tF�e limits �f �xca+ration �hal1 be ���ssur� ��o�ted or mud-jacked. �. Ac�es� holes for �aacir�g �oncr��e shaal be spac� ak m�xkmurn �nkerval� of �0 ��et. D. fi.+l�A�l.Jf��fk+1�h�T �,f�,ID PAY�r}E�1T: insl���aHo� o� pipe �y otl�or thae� �pen ��# wiEl �e mea�ufed �� th� lin�ar faok o� pip�. cornpket� i� plac�, �uc� m�asur��nant uvili �� rnada betweee� khe ends of the p+pe �I�n� lh� ��n#ral axis as instalied. TF�� wor�C perfarmt�d and rrta���ials �urnisl�ed �s �r�sc�lb�d b�+ thls l#�m �rr�11 �e pafd for �� th� ��r��ract Unt� �rfc� �i� �er Gin��r i�ot for Pipe Ir�s#�li�d b�r �#�ti�r Tharr �pen �ut of tf�� ����, si��, �nd �1�ss o� pi�� s���ified as s�own ort plans. T�r� fu�nlshing o� �II rr�at�rsals, �i�e, ilner mat�ti�1� _� 1�SC�29 �s���.i�ir����r ���F� I�JI"�F��M 1�t�11I�.�V ONLY - NOT FOft ��hE�T€�U�TI�N OFt BID13if�� ��1ftT D� - �tDDx���[V�4�. ������L ��I�DI�I��I� �eqr�ired far insta�fakip�, for aA pre�aratl�n, h�ulGn� ��d ir��taClln� at �a�n�, and f�r aak I�bo�. t��lsr �quiprr�ent �nd Ir�cid�ntals nac�ssary ta ca�npl�#e tt�e v�ro�lc, In��udln� excav�tior�, backf�liing aazd �Isp�sal af surp�u� r�1�t�ri�l s�af] b� ir�ciu�ed Cr� k�re �orit�act Urri# Pri�� as shaw�a in t�te Bld �ra��sal. D�1-B �ERVI�E l.iN� POIh3T FtEPl�ll� 1�L�AN�L�T f���A�R A, ��hiE�A�. �h� �+ork �o�r���d by �hls ltem car�slsts �f ��rnlshln� a!I Ea�or, a-r��#er�al, �q�ri�m�nt, s�pen�€s�or�, et�. n�c�s��ry #� ��ns#ru�l � pn1nt re�alr c�n the ��rtEon �fi � s��vice I�ne lo�ated wl�}�in � u�ility ��sement, stree� �1ght-af�v�r��+ or t�r� �ri�rate prop�rty. Pa��t r��airs �n t�riva#e pr��er#v shall or�l+� be_addre��ed after t�� �or�#ractar has rsc�ived wrilkon p�r��ssior� fram t�we �r��erEv �wn�f t� _do the ►�+or�C, A blank Righl-c�f-�r�try A�reem�nk �orm to be cc�mpEeted by kha �or�t�a�to� and #�e ir��lvid�al pr�p��lp o�vr�$�s �s ir�clu�ed at the �r�d �f thls s���ia�. The �antractar s�all k�ep � record c�py of �II Righf- of-E�rlry forr��s ��ta�r�ed and hav� w� on har�d a� al� �lrr�es c�uring oo�structian, 7he al��at addr����s an� �p�roxlrn�t� I��atic�n af ser�ice ti�� repalrs ar� s�own In Table ar�d tha �Eeld �urve� �arms in �tka�hment . It s�all t�e the �or�tra�t�rs �aepo�sil�ility to �ccur�t�l� fi�ld locate the exa�t �oir�# of re��irt. �. i�r1��E�l�t�; "Che pipe repla�erne�r�t �a�erial sh�11 b� g�slcete� joint, �ra�aky P1�� s�wet pi�e �A�TM 1�- 3Q3�, �DE� �6} a�nd h�va a mi���urn ce�l ctass�fic�t�or� of ����4 � ar B as d�fine� In A�TN1 C�,'i784. Installatlon �E}�l� b� Ir� stric� ��rr�pGia�ce with the manufaci�rer, ra�o�nrr�er�d�tlor�s and t#�� l.��k-H�I� Plas#i� 4��pe �ssaclati�n. Yhe rr�e#had o� �olnting the �nds a� ilte repl���d pipe wkth the existln� pipe si�al� b� w�t�r tigh�k. �. ��{��L.�T��IV: �. �lfter th� locatlon of t1�� ���r�t r�pa�r is det�r�nin��, t�� ���t�ac#of �hall �xc�v�,t� and ��rz�ove tl�� dam�ged �1�� and rep1�c� wi#h ne►n+ �i}ae. ��e m[nlm�m iengt#� o� pipe f������d �ha11 �� three (3} ie�t, A11 work sh_�11_be�er#�rrrte�4 b_v_� li��r��ed 1u�, _�nb.e�. C�eter�n�ne wheth�r add[t�an�! len�tl�� of Nn� b��vriri "'r�lnirr3�rn I�r��th" crikerla r���� repl���rnant, �sport nee� f�r ad�ikior�al r��la��mer�t ta �i�y� �r�d oht�ir� �ppra�al ��f�re ps�ceed�n�. �. The �antr��ia� shal€ �xc�va�#e, shape tf�e b�tt�rt� of the trer�ch and �l�c� the requi��d p�pe beddin� sa that �h� grade �f th� repia�e� p��� matc�r�s t�e existlr�g servi�� iine grad�. �. �lurr����us servs�� Ilr�e �of�i r�pairs aa��g wakh lataral I�rr� pair�t repak�� �r�d ��stru�tian removaks �r� Cocated w� �re�s whi�h �n mar�y Gnstances w'rwl req�fr� #kte remov�l of e�E�ting lanc�scaping, structures, si��w�lks, driv�w��s, �fc. iterns remc�v�d �r �i�turb�cl sha11 re�l�c�d or restar�d ia ariglnal ca�dlt��ns o� b�tter. 4. f��mo�+a! o� p��r�s; �xcess �xcavat�d �at�rl�l �nd d��ris ar� tc� b� r�move� �r�� tl�e �rarlc sit� �aa1�. �o�t of �r��k�nr� ex���s exca��#ion and ��brt� Rs �o be include� ir� the prlce b9d F�r "�ervi�� Li�e Point Re��i�". rsY: a,� A��-�� �F��LI�IIIVARY - FOR 1N7'��21Itia1 R�1l1E�V �iVLY - N0� F�R ��71�STRU�TI��1 �#� �1��Ih�� � F��IF�T D� - AD�]�`N'II�1�lA� �P��IA� ���VDl�l�l�t� �. R�vf ar�d Ya�d Drak�s: �1x #1�e I�c�ti�n� i�dicated in "�ab1a of #h� Atta�hm�nts. Th� Carrtra�tor shall dls��fln��t roof a�d �ard clrain� irarr� �Y�e sar�f�ar� sewer sarvice I�ne. For �s�d drains, #he �on#ract�r sh�k! ex��v�te ��d rer���re the draEn �ra�n trie �ard an� piug t�r� line a# t#�� pro��rt� I�ne, �or r�of drains, the �or�tractor �hall ��move �he d�v�rr�s����fro� t�� dratn 1�ne and plug th� 1Fne �o pre���rl l�ffow, in addl#ion. the �on#ra�c��r sh�l! ir�s�al1 an �tbow ��ti�g a� �h� bottam o� ths dawr�spa�# to dfr�ck r��o#F, awa�r from tl�e bu�ld�ng, an� � concr�te splash pad �a pre�rent erosi�r�. 6. Dlsconn��ted Att�crimenEs #he servics lir�� i�e servic� lin�, �er�ic� l.jnes: Al the Gac�tia�s ir�d��axed in Tabt� of t� the �peci�l �o�tra�t D�c���ents, i�e ��nErac#or ��al� r�move no longe� in us$ b�+ �x�ava�king at the �rop�rl� llrte ar�d pfuggie�g 7. A'�andonrnsnt of P��nt R�{�alr: IF � p�pe �s axpos�d and fo��nd i� �o��i r,�ndition, nak r�qu�rirrg a p01�1# f���tr, nokify �wty �t�gi�e�r who wC�M recor� abandonm�nt �f paie�t repalr. Ba�kfi�� the exc�vation, re��aca ��vernet�t ar sldewal�C a�d re�alr �ncE seed or so� un�ave� �rea�. �. �I�ar�at�t Ftepair: �`he �a�tract�r �hall mak� approptla#e r��al�� t4 �1e�n�ut� a� �ndica��d i� 7a1�1e an�! �s sF�awn a� #h� PLAf��. A11 �lear�o�t repair w�rk shall be �erfar�ed b� a 1i�ense� �lu���e�, a. �en���1 Q c, ,� ���:,:r,�� T�1kS S�B�l�� con�iki�n das�rEb�s #Y�e repafr af sanitary �e�rer cleanvut� iOC���� �� �fkV��� pr�perl�+ a� des��r�ated �� th� Ill E11�nination I�epair pi�r�s. �epair of #Y�� ck�ano�t� s�a1E c�r�sC�k of repla�ir�� r�efe�tEae cl�ano�� �aps ar ir�statlin� n�w caps w�r�re nnrie ex�st, such that inflow is ellm«aled. Th�r� wfll kre r�� re�alr� �ade to tk�e �xis#ie�g clea�tout� th�t r�c��rire e�c�a�a#ia�, �ther thar� wha# is r�qulred ka �x�o�� �h� t�� o� tha cleanout s� t1��t l�� n�w c��s car� �e instalEed, Pr1a#�rEa�� Repl�c�ment c�eanaut caps st�a�l be ��B�I�Ity� & Gl+tifc�, �o[Tipailjjr or �qU�� st�inless stee� �I�mps. �x�avaii�n Dal-���s �s m�n��a�tur�d t�� �ailas . ih� r�bber caps ar� h�ld do�nrn b� 1} TY�e �onteactar sha�l submit sho� dra�rCngs on all rr�ater�als ant� equ9�me�k t� �e Cr�s��lMe�, �� The �ontrac#ar is r�s�ans��l� for o�talnir�g rl�hk �� en4ry feam t�re pf���rk� ar��ers prior t� pc�rf��min� a�ry work. P�operty o�rr��rs sl�ould be �okkfled �8 t�ours tr+ advance �f ar�y �+�r1� on th�ir pfop�rty. ASC�31 PR��.IMI�I,AI�1l � �D�t INTERkM F��VI�W ��1�.'� - fVOT �OF� ��hf�TF�U�7101+! UF� �IDDIhJ� P�1i�T DA - Ab�1Tl���1� �PE�I�L ���i�1T1��1� 3) �'f�� �on#ra�tor s�aCl r��tore �ny dis�ur�e� surtace t� Ets orlglna! �r k��#t€�r cor�d��ion at n� ss�at`�te ���. 0 h�1E��LiR�M�t�T ��D P�YN1�N7: Pay�n�n� fa� servi�s Ilne �oin� re�arr shalk he o� � unit prlc� b�sks f�� e��1� repa�r �orfof��d �� �II sl��s �� service line� f�r #i�e respeckive dept�s_ The �inlm�m 1er��th oF �ervRce aine �o�nt re�air sha�] be #I��ee ��) f�et, �lo se�arat� p�y Gf the work �� dor�e wilhl� #he limlts o� a�ervlc� llr�� rec�n�ect as defCn�d it� ��e��a� ��r�dltlor�, DY�9, ,��ar�ltary �ewer �e�vi�es". �. �rleasur�rn��ts f�r exkr� length �epair €� an a linear fn�l basis f��` rapa€rs �n exc��� of #he mi�i�um 3 fo�t r�pla�ement Gengli�, �. �1G pipe� fitti���, a+�apters. �an�rete r��kac�ment� of �r�ss s�d�in� r��u1��d Ifne ��Srrt re�a�r. caHs��, �ed�3ing. ae�d rern�val �t�d �hall �e �or�sid�ro� ir�c�dental kn servic� 4_ [f no pa�r lt�m is ii�cluded �or ��r� wor�c req�leed ta �roperly oorr�p��ke a serva�e lan� �aink rep��r as sp����+�d, tfnc� �osl to perform said w�fk, inc��dfn� an� r�quar�d ��rno�al �n� repl��ernent af maE�r��€s, shaal be c�r��idera� �nc�de�tal ko the s�rvice line p�int re�air. �. C}eptk� of ��r}r is t�a b� meas�+re� fr�€n �la���ra! �roun� �evea to l�he Flow LJn� nf th� ��nit�ry �ew�r �etvace Lf�� al tkxe P�ie�� of l���lace�n�n�. The minarx�um tr���h� w�dtf� �ha�G be �'��" G, ,�11 �xc���ti�r�, �acl�fili. r�rnava� a€�d repl��em�nt of g��ss �oddir�g and la�ndsc�pi��, pl�ags, �tt���s. �nd splas� p�ds �hal1 b� �onsidered in�sden��1 to �eerrav�l �f �+ard drains, disc�n��ct'rrr� roo� draie�s ��� piu�ging discor�r�e�k�� s�rvice �Ines. T. Q �+ko sepafate pa��rronl wi11 b� made f�r th� �ar�traclar �o ab#air� v�rrilt�n �ermi�si�n t� �n#er priu�te prop�rty, I�ay���nk wial be m�de f�r Ab��dat�rrwont of Poln� �epalrs at th� ��n�r�ct Ur��t �ric� far �xca�r�ti�n �r�t� ��ck�il] A�andane� F'oint I��p�irs, 9. P�ymen# sh�l� �e m�de ak t�e �or�tract l�nit Pri�e f�r �ach s��kiary s�we� cEeanout s�ccessfully r�p�aarad. ��yrr�en� sk�al� b� fu�l �orr3p�r��alion �vr aE1 r�at��ia1�, e��i�m�r�k, and lab�r r��uired to p�rf�rrn th� wark. I�P�-7 PR�7�Ci'1�1� MA�IHOL� �OA�I�1� f(}S� �OF��t��I�fV �R�T��TI�N: �1, ��PlERAL� �, �cope, T�is s�ck�or� gov�r�s all war�€, m�#erlais �fld t�stin� req�Er�d �or �h� appli�atio�t of fn#�rlvt pFotective +�aating, �kruc#uros d�s'rgr��ted t� r�celv�� i�terior caatir�c� �ro Eis#�d an #�e constr�rctior� drawing�, The str�c#ur�s s�e to �e �o��ed, kn�l�ding ir�t�r�ar wall, kop an� b�nch surf�c�e�. f�r�te�#iv� ��atEn� �or �orros�on �5�-32 �� pR�LiMlld�4#�Y -��ft �hiT�RIM RE111E�N OI�L1f -�JC�T F�R CONSTI�U�TIO�I �f� BLDDIN� .� ����r �� � �����i�r���. ����M�� ���v��rN��v� �rot��tion s�a11 �eat t�� ee��ir��en#s t�f #hls �peclfc��tior� {ar�d if�ms �,A-'f � and D,4-'I�� and the Nla�ufactur�rs roc�rr��and�iions a�� s��cl�icati�ns. �. ��s�riptio�: Th� �o�lract�r �ri�11 b� r�s��rrs��l� f�r tfne furnEsE�ir�g �f a�l Eat�o�, s�parvisi�n, rr�at�rl��s, equipm�nt, and �est�ng reGu�red for the com�letlor� of pfiotactive �a�ting �f st�u�tur�� i� accorda�c� wGth frrant�f��l�,r�r'� roc+�mmen�a��ans, 3. �. h+�a���actt�rer's I�ec��m�nriatl��s: �1a#erials and proc�dur�s �tlli��� f�r li�� i�r��ng proc�s� sYrali bo �� s#r��t ac�arcf�r��o v�r�lh rr�an�facturer'� ���rnmenda�i�n�. �orros�on P�o���tion; �orrt�slon prot��k�on may k�e re��fred ar� all s�ru��+�fe� where high tt,rbul�n�� or �`rg[� H�� c�ntent i� ex�ect��. S. �hA��F2fALS: 'I, �co�e; This se�tian �c�v��r�s �h� rr�alerials re�u�r�� f�r �ornpletlon of prate�#��e �oat��� af �lesi�na�e� s#ructures, �. Pr��e�tiv� �oa��ng. T�� pro#��tive coat�ng sl�akl t�e a pr�pri�k�ry two ��mpoe�ent, 'C�� perc�r�t ��lids, rigi� �olyue�thane s��tern d��igr��t�� as �pr�� �lall �s rn�nu�a�t���d by �pra�rro�, Ir�c. or � tw�-par� e�oxy resin s�+sterrti usi�g i�°l� ���rds basod epoxy �ir�d�� v�rith fi�rous ar�d fla�� #iHers, �s rnar��fa�tured b� �av�� Lirring sy�kerns ar�d cfes9gnate� as Raver� �Q�. 3. ��eclaity+ �eme�k �If r��t��r�d f�r I�►�eEi�g ar fillin��: T�e sp�ciai#� cerner�t-�a��d caatk�t� ma#erlal ��all b� alkn�r Q+�a�ex Q�I+I�i s as manufa�t�r�d by ��adex, Inc. �r Re�in�r f+A�P ss ma�u�a�t�,red byr �ta�dard �ement E'vtakeria��. 4. �+1�ka��al �derrt�fGc�t���: Th� p�o#����v� coatin� rnatera�l sprayed o�krr #�e surface af #h� s�r��t��c shall be a ure�har�e or �poacy r�s�e� s�rstarr} f�rmulate� #or t1�e a�p�lica#i�n ko a sar�itary sew�r envir�nrr�e�t. i'1�� spra� �ys�em s�ra11 e�h�l�it �h� ry-�ir�irn�rr� �h�ysacal properl��s as �all�w�; _ Proper�Y Terisile �tre�g�h Fie�cur�l ��r�ss Fi�acural N1o�ulus �ta�d�f�! ��n� "��rn� Va1ue _ F"4��� �'Vti7S7 �FllVU ��VI 14�TN� D-�9� 'IQ,OUq p�k A►�T�N D-7�0 �50,0�0 psi �. 1�+lixing ar�€i Han�ElGng: �+�11xlr�g an� Har�diin� ❑f specis�ty oem�nt ma#arial a�td �ro�e�kiv� co�lir�� mat�rial, w�ac� rr��y C�e t�xlc �nd�r ��rkalr� �on�it�ons sh2�N �e �n ���orr#anc� �+�ti� �I�e rec��x��rter�da�i�n� �f �he rr�anufact+�r�r an� kn such a rrr�nn�r as to m�rr�mi�e hazard to �ersonr�ea. I! Is khe r�sponsihil�ty o# the ��r�tract�r to �rovide a�pro�riate prot�ctive me�s�,r�s to �nsure tl�at rr�et�riais are unc�er c�ntroE �t �II tinties and ara not a�afla�le t� �rn�uth�r�aed p�r�onr�el or arrima4s, �Iwl �q�ip�-nee�t st�a11 be �u�jec# ta the a��ro�al �f lhe �n�9n��r. �nEp personr��l thoroughly fam�Giar with th� handllr�g c�f t�e coakfng m�terlal �hall per�arm th� spray �aa#int� �pe�ati�r�s ar�d coaling fnstall�tko��, : �� ° 4, �:' AS�-3� P��LIMI�V�►R1f - ��F� I�1T�F�IA+� R�1���W �hiL�* - N�T ��f� ��N�T�U�Tl�I� ��t BlpDI�JC - ���r �v� - �►��ir����� ������� ���vn��i�r�s �, �{��UTI��1: 1, ��r�eral: Prot�ct�r�e �aaiwn� shail n�k �� �n�t�ala� x�n#If the s�ruc�ure is �om�lete a�� in �lac�. 2, Pr�llm��ary �te���rs: a. �I� f�r�i�n rr�aterla�s �h��l t�e rem�v�� fr�trr tY�� ir�terior ai the st��c#�re �sir�� h��h pressur� watar spr�� ��5�0 psi t� �p�� psi �l �pra�� tlp�. b. All ur��eafed lifting �afe�, �ns�a��d st�� �ofes, ar��d voi�s la��er t+�ari approxirr�a#�fy �n�-half (1��} ��c1� ir� il��cl�nes� s���,al b� �ille� wikh �atchir�g camp�und �s re��r�mended b�r #i�a matarral sup�l��r f�r this �ppll�ation. c. Af#e� a1� r��ralrs h�v� bee� c�m�3st�:�, rernove a!I lons� makerfal. �. Pr�te�#ive �oating; a, Tk�e pr�t�ckive ca�ling �t���l be �p��l�d ta lhe structure frnm kha �olto� af fhe f��me to t�r� ��n�C�, �iowr� ta t�� lo� o� kt�o trough. Tk�a #op o� #�o str�cture sh�ll �Isa b� c�a�e�, �. Tk�� ��ot�ctl�e coa#ing ��all b� installe� �n �cc�rd�n�� wi#!� rfti� m�nuf�ct+�r�r's reca�-nmen�akion� �nd th� F�I��wie�c� �ro��d�rc�, 1) �"h� surf��� �ha]C be tfxor�+�gh�� �lean�d �f all faraign n7�tarials an� rrl�tt�r, �) PGace cover� n�r�r tY�e ir�v�rk to pr�v�n# e�clrar�eo�s rnateri�l �r�m �nt�rir�g t�te sewe�-s, 3} 4f requ�ir�d f�r f I�ing �r ��Veli�g, �ppGy �p�clalx�r �efin�r�t pC���ck to �ro�lde a s�noafh s��ria�e �a� #h� ca�stir�g matarl�l. 4� ��ra}� li�e ur�thar�� �r �perxy on�o tl�a ��ru�ture wa�l �nt� ��n��ltro�g� tn a minimun� urrsfarm ti����r��s� �F ��5 r�i�� (�.�25 inc�es). ��ri�#cn�ss ta �e var�fi��l� t�rough tF�� u�e of rne�hods �cce�kabke t� th� �.n��n��r, AfteF the wa1€s �r� c�ated, ih� wa�den b���1� �ov�rs ��al! be removec�. �} T��e fi�n�l a��lf�akE�n s�rai� have a iriknlmum o� lhree �3j h�urs cur� time or be set 1�ar� ta #i�e to�cl�, b�for� b�a�� subJe�ted to a�Efve fl�w. fi) f�a ��piica�jar�s sha11 �� m�de to frozen surfaces ar If t'r�ezing is expected t� a�cur insi�e lh� s#ru�l�are wlth�tn �� #���rs �fter 21�}�IiC�li�11. �. T�sfwr�� of F��h�l�kll�ated Mae�hol��; Te�lf�� oT rehabilitated manhole� f�r wa�erti�hkn�ss sY�a11 be perf�rm��l by ti�e ��r�tract�r aCl�r operakl�rrs ar� , �,:.,,r;,,. ������ PR�LIh�INAF�*� � F�R LNTE+��M �2�1fIE1N ��1�.'� - I�QT F�R �Of�STR�1��I�N �F� �IQI�INC* P��T D�4 � A�DITI�N�1i� �PE���L ��NL��TI�N� c�mp��ie in a��ordan�� w�th the ��ctEor� b*�� � V�1�L�UC�1 TE�T�N� �F �l�N�T,�RY ��W�� MANf10LE�. D. N1E�SUT��[���1T AND PA1'l���Vl`: Paym��# sha�lf �e b�s�d an lhe �ar�tt'a�t Ur�lk Pric� Bid ��r v�rti��k f��t, r�easur�� �r�rn tY�e bo#ta�ri �f lh� fra�e #� the t�� of kl�� benc�. Tha �or�#ract 4.�nit Pri�v shall be �ayment �r� ful! ��r portorrnirrg t�e w�rk ar�d far furn9s��n� all iabar, sup�rvisian, R7���f1�1S, equipmen# ar�d material testing teq�,lre� to cc�mplete fh� wnrk. Press�r� ��ouf€n�, �f r���es��ry k� st�p �c#�ve 1nfillr�tior� privr �� ap�llc��ior� of the pr�k�c#ive c��t�r�g, s�all b� Enclude�i In the abov� ur�il prEce_ �rou#ang �# the p�po seals, b�n�h and teou�h, an� E�w�r por�k�n of a par#ict�lar s#ru�tufe�, if r�qu€r�d b� tF�e �nglne�r, �1��11 �e paid for s�parat�l�, as spe�Efieci in �ectl�n k�AYB. fv�A[+1HO�� f��HABlLITAT;�I�. DA�-� f�1�NHOLE R�HA91LtTATI�C�: A. GEN��2AL 1, �co��, 7h1� sectl�n cc��ers the r�l��bllit�tion �f �ar�itary s�wer mank�oG�s an� otP�e� appur#er�ar��es in acc�rdar�ca w+�fn tho C��nhol� Rel�a�ilGt�#iorr Details 1n t�� spe�a�catic�ns. The rohablllt$tien requlr�mants for ea�h rr�anhol� are I��#ed in the �A��ho�� #�e���iCita�'ron �c�eduE$ Er� #Y�e specl�lc�tlons. �+'la�hot� r�[�abifjtation �ncludes repasrin�, r��lacing, or restorin� manh��e frarn� ��v�rsr, fr�m� sea1, c�ir�r�e�, �r��el, wal�, �enc�, inve�k arrd{or plpe seal(��. �'�e ��ntfac#�r �h�al1 �urn��#� all 1a}�ar, supe�v�sE�r�, m�t�r�als, �c�us�me�� and �e�ti�g req�lr�d to complete k�� r��ab��i#ati�n �f the rr�ar�hofes list�d in �hese �ontrack D�cur��r�ts. 2. �eneral; �on�ra�k�r ls resp�n�a�be ��r local�ng a11 rr��r�hol�s s�heduC�d for r�habilltalion, �o�trac�or sh��l ��k�F�� �Ik�r Englneec I#' a rn�n��le cannot be l�ca��d. ��or�trac#�r �1�a�11 con�a�t �ity En�ineer to de�ermine if materlals �emove� from rehsbillta��d r�an�o1�� wil� r�r�ain #h� pro�erl� �f t1�e C3wnef. �f so, �on�ract�r �l��I1 c��rdlnate wt�en an�i wher� #o deliver sa�lv�gad m�t�rlal to #he Fart Vl�ort� 1+1�a�er �epar�Emer�l, If n�t, �ofi#ra�tpr s��Gl �� res�or�sible for �is�o��1 �f ma#ef��l. �ontr�cxor s�a�i ��ov�d� waict7men, barrlca�es and warnln� �igns #o �rotect his wor��rs, inspecY���, �nd ti�e pu�li�_ �ontractar shalE, at rio a�ditio��l cost to #he Dw�a�, repl�e� any por#ioe� of an exlsllnc� man�ole #haf is da�rn�ged during r�habifitation o� th� m�r�hol�. �ont�act�r �Y�alk p�ovide necassafy m��e�s l� pr��+�nt w��teuva�er fkow fram �onkactir�� ma��rEal �s�d f�r r��abs�it�#ian p�i�r ta f�liy c�rirr�. �oose �nd brol�er� �rick an� mor#ar shafl be r�m�v�� �rnrr��diateG� frorr� tk�e m�nhole to el�minat� xl�e p�ssEbEllty �f p�e�es ��tering th� s��r�r lEnes. �. �ubmiktals: a. Product Inf�rrnaki�n. �antrac#�r s�a��C s�bm�� rnanu�act�rer's ir�#a�i�alaon on �r�duc�s prc�po�e� #� be u��d �1�a# are r�ok s�eci�c��i}� �arn�d kn th� ��r�#�ack p�c�rnents, �. P�rsonnef i�ualif«atra�s, Prlaf ta start�r�g rr���+hoE� ��a�ing, �ant�a��or shall submaR quaEifications �f pers�nn�E t�ak wt�l �� ��f�Off3l]�IC,� W�iI f@p�1�S ��IL� CC?��li"G� pra�eduf�s. Pr�pos�� p�rsannel shall ve�i�y c�rkifi�ation withln t1�e I�st twa y�ars � �1��-35 PR�LIiNINAF�Y - F�f� IN���lfU1 R�1fIE1N Dt�1Llf � IJ�T FOFt ��f��TF2U�Ti�fV �Ft �I�DIN� ��1�� ��1 - ��������i�l�. �����1��., ���i�N����:� by th� ��at�n� mar�uf��tur�r ar�d vo��fy w�rfclr�� �n �t I�a�t thre� pr���c�� wit� �im�la� �o�tlr�g wtthir� th� prev�ous � 2 m�nkh�, c. WorC� ��h�dute. Prior t� b�ginning wor4t on b���h and �nver[ re�E�ceme€�ts, c�rnpl�t� r�anh�le repla�er�r�r�Es, Or c�o�S�fiU�tlOrl af neW f�1�'111�C�Ran�9 m�rih01+�5, �anir�ctar shalE s+�br�ik f�r r�va�w �� �w�e�'s R��reser�t�t�ve a plan for m��nkalnlr�g wast�r�aier flow w�khaut any fn#errupkia�s, �an�ra�t�� sY�all malntal� wastev��t�r flnw �ti a11 tirr���. ' 4. Q�all�y Assur�nce, �on#r�c�or wi�G b� ���pon�ible for afl te�ling ����rak�ry �ervic�s in co�n�ction with �ata r���ir�d For revi�w �� rrr�t�rlals prop�se� #a b� us�d ir� �he �N�rf�, ��r�tra�lor s]�aU abtain Er��ir�e�r'� ac�e���nr,� of ih� #�st�ng fab�r�tary k�e�or� h�vC�g servkces perfarmed a�� �ft�H p�y for aKl cos�s �or ���tir��. �wr��f r�r��, �# hi� dk��ret��r�, pe�farrr� �uality can�fo� t�sts on mate�rkals durir�� a�nd �ftef the�r fn�or��fation Fn tk�e V�lor�C. Gf an� of th�se test� �ail, �o�lrackor wNl t�e respar��lble far corr�ckin� slt�a�i�n a�d s�a1l pa� f�r ar��r r�tes�. AI! ��sts ��r quati�y assurar�c� t�s�Eng wwl! be su�sidt�ry �o �F�e 1+V��1t, �, p�livery, Stora�e, arrd Handling. kJpon d��iv�ry, al1 mat�rE�l sr7all irnmodf�tely be st�red an� pr�te���d unk�l i�s#a€I�d �n the Vlf�rk, All mak�risa �k�al� b� iab�l�d a�� st�r�� ir� acc�rdanc� �� th� rnan��act�re�'s rc�corn�x��n��t[o�s �r�d �11 Io�al, state, an�l te�aral r��ulai��ns. 6. X�s�i��g, All r�habiiltated rnar�l��les �hali be teste� fn �ccordar��� wEtl� Sec�ao� �-�3. B. 1�AAT�F2GA��� �, �ie�t���`s: V�l a�e r Cle�r��rs �. W�II. B�ncY� T�ouc�h, �roU�lnq, an� Plp� �e�l i���air- I�ydrau�ic �e��n� �uic4��sektir�g Mo�ka� Ur�than� ��f �r�ut ��rnen#I#ac�us �rauk i+l1�#er��l A�tivat�d �akurn �w��i'a�t E}��xy Adh�sGve Cc��,tan� �or�cre�� Bonding }�g�n� ��ncre�� •����W�:� �S�-�� ���an and �e�� frc�m de��terlo�s s�t�stances. Doter�ent, �urkakic a��d or appraver� ��u�l, �kron�-�e�l Pl�g, P�ne�� �roUk, IPA '���Eo�ret�", or apprav�� �q+�a�. �tr�r�g��eal Q�F�, I���id ��t, or a�prov�d �qual. Sc�tck�-���I "��'k0 an� 561�" or a�p�ovad equaf. ��uerelser� ��ments "��1�0 fi�rau#" �r apgr�v�d eq��l. 3N9 Sc�lch ���1 "5G0�" or ap�rove� �qual, Arrierf��r� �harn«at �c�rp. "1�q�atapox�' or appro�ed e�u�l. T�ara��al "Acry� B�" or ap�r�vet� �q���, ��t���al in �c�o�d���� with �ity of Fo�k INor�h W�I�r De�artrryent �enera� �nntr��t C��cum�r�ts, p�l��,IMSI�AI�Y - FOR �IV��RIM l��'VI�1+I�f ONL1f -�IDT FOR �q�I�TRI.��I"I�#�l �F� BI�1DIh�C ���� �� µ �►����r�orv��. s��c��� �orv��r�o�s �� � 5. � 7, � �'] �xN�rr,�� nn��,r��a$ c��t��,� �aal Tar T'�eme� "46,450 H�ravy T��am��ol", I�o� �pa# "�fxu�r�a�t�c Black ��lution", c�r ��prove�i equaR. in#a��a! �1a�r�h�le ��atinc� �Jor�-�ementitfous �ert7enti�lou� ��arr�e�. ��v�rs. �ncf Ins�rts A+fanh�k� Frarnes ar�d �ov�rs Wa�er#Ighi Ma�hole ��arn�� and �o�rer� �l�nhal� �nse� � Polye�hy�lerte h�anhole Ir�s�rk - �#�ini�ss Stea� Fib�r�la�s NJan[�ofe L�ner �V� LEn�cf ��r�crete W�11 f��car��kr�cklo� ,�olnt A+I�ter��! Ad]ustment Ftir�gs �it�mastic ��ske# Mate�ial B��uma���.� �'r�w����ie CV�a�erlal Nliscellanaou� F2ob� �nhlbl��r �p�a�ro� '"��ray W���" or F�aven 40�. �tarr�ard ���errt Ma#er'rals "Re1€�er h+t�P"` ar G�uad�x "G��t+l-�s'". �cl{f�fe�r `�TYpe N wiM� Er7r�er��etl kap��� hleenah "#�17��A", or approv�� e�ual, hie�r�aF� "R1�15-�, Type L." �r �p�rov�d �q�,�l. �orrosion-p�o�f l�fgh� ���s�ly po�y�t�y�ler��, 'll�" t#�ick �n accardance wkth F��t Wo�kh Water bepa�trr��r�# fie�eral S��n��rds �10Qy 4, �o�li�w�st�rn Pa�kir�g 8� �e�E�, Inc., '�Tet�erLok". �1�teriaG fr� a�cardano� w�th ���ti�r� DA�1 � �� fhess s��cffi�at[�r�s, N1�t�r�al in a�cord�n�e wikh �e��ion �A-'I� o� th�se spe�lfic�ki�r�s, �ir��l�-pi���, prec�st �on�r�te, A�T�+i ���8, �" m��. thicicr��ss. i�A�-f��i�, E�-�Tl}{ �r a�proved equal. ��-7�� �ornp�t�nd �r ap�rovsd equa�. Dic�����n�1 �.6 - dlchlofo�e��or�itriRe, or �ppr�v�d e�ual, , �. ��{E�UTi�EV 1, In�p�ctl�n, Pr��r to b��inntng th.e Wark o�� a�nan�t�fe, �he ���trac�or shall in�pect t�e m�nhoi� an� notif� �iky �ng[n��e If aclual condl#�ans ��e i� �or�flEct w��� f�+��r�hole �ek�abikitatEor� ��hedule. After ��E}� E�gineer revi��s �cheduje, �onkrac�or �h�al ca�nmer�c� wlt#� 1No�k. �. �+1�n�ole Rehabili�a�ior� 1��p��rs. �a�h �nar�hofe IEsted In khs �I��hole Rel�ab�lf�atf�n �c���iuk� wEll b� ����Efed wit� �t I�ast on� of the f�lE�wing �epa�r rr�e�hods. il�� reqt+ir�mer��s f�r ea�;h r�pair snaE� �e compJet�d a� des�rlbed Cn lh�� s�ct�on and �s In�l�ated �r� #�� i�lar�hofe I�et�abilitat�on �etails In #he s�e�ifi�atsons, a, ���rerl�ramel�ram� �eal ���lacerner�t, � ���-�� ����ir��r��4�Y - F�� ihtr��l�l ��VI��Y �#Jt�r - nl�T F�3R ��EVS"f�ucTio�l �R Bi�C�ll�� ����r �� � �4��i�r�����, s������ ��r��N���r�� 'k} P��o�i Are�s: 41+1��Ce sq�are P�II d�p#?� sa�v �ut a�r�d r�m�v� #h� pavam�r�l fo ��cp��e th� e��tt�� ma�rhol� �ram� and exk�rior �f man�vl� a rrflnlmum o� � M�tc�ss below �he ta� of ihe Skf��cturally sour�d str�ct�re, keeping tren�h si�es �s V�rtica! a� poss�bCe. RemoVe k�e paverner�t �y bf�al�ing o�# from �aw �ut towar� tl�e manhaie t� avoid b�e��En� th� f�ame. fVan-pav�� Areas: ��cc�v�t� adj�cent #o tk�e i�anhole ta ��cpas� the �n#ir� fr�m� #a a mrr�i�num d��t� af � inches below th� to� oF thc� stru���r�ail�r so�and str�,ctur�. k�epir�� tr���h sid�s aa vertEcal as ���sibte. Lirnit �x�avafiar� f� a 6-f�ot h� fi�foot wa��ing ar��, �} i��mave anc! rep���e t�ra ex7s�ir�g fr�m�, ��ver, �r�d seai�ng m�#erFa�l, �urrrish b�lt dawn frame �nd cover, �f rsquii`ed by N1anY�ol� ��}���Ilit2�#it�n ��che�ulo fr� lhe ��aacECi��tians. 1� gr�de rings �re broken, dsteriorated, or la��e, ��ntra�t�r sha�ll notafy �r��lneer �r€�r t� pla��ng rrta�hole fr�r��. A�lsa, If m�nhal� corr�airrs I�rick ���de a��u�tmen�� or� ta� of concr�te ��rbe� ot chjrnney�, �Qf1�f�C�Qf sliaRl replace t�re �rEck gr�rle sdjustmen#s with pr�ca�t c�n�r�#� rings ir� accardance �wlth� rnar�h�le �rad�� r�n� repiace�n�r�ts. 3} �Ee�n e�c�ras�d Int�ri�r and e�ct�nar surFao�s af ths sx�sfing �himr�ey� and knsp�ct f�r r�+�se. Wire br�sh �nd �pply � e�r�cr�t� bo��ding ag��t and qu�ck s���ing h��dr���Nc c�me�t to the top ��r��ce �� �E�e ���nh��� #o prov��e ��rrtiao#h surfa�e prEar to fn�#allEn� r��w g�ade r�ng� a�d brtumastic mat�rlal. �� �u�a��s be����r th� frarne, ���u�kments. �r�d c�r�e1 sectlon� st�all b� fre� o� dirt and d��ris, k7�l�rrta�stic gask�k ma�te�ial �mf�lrr�ufin �� Ir�c� thl�4c� �hala b� paace� Rn tw� �ar�c�nlrE� fln�s alc�r�g �h� ir���de and outsade c�dge af ��c� ]aln� or use bilum�stic tr�wel��le m�lerE�1, �utt joirtts b� the l�t+c3 rnws �f hltumas�]c �r��kerla� shall �e p�,s��lor�e� vp�stte of ea�E� oth�r. h�� ste�l �hjms, w�o€I, st�r�e�, ar ar�y mat�rial ��t sp�cif�c�lly �ccc��te�i by �F�e Enc��ne�� rna� b� us�d to o�kalrr �Ena� ���rf�ce elev�tion �f the �n�n�rvle frafne. �} In �ave� ar�as, frarr�es sha�l bc� lr�stalked s� th� #op �f th� ca�t�e�g wfll e�nform to k�e slope and iin€�h el�vakion �f the pav�d su�fa��. Ali�w�r�c�s #�r tl�e com�resslon �f tl�e �ik�,rnast�c makorlal st��a�l be �ad� to �s��r� a pro�er final �ra�� �l�va#i�r�, Man�ol� rims in paekw��+s. iawns, or otl�er i�n�r�ved I�+n�� sha11 �e at an el�vatlon r��k m�re thar� vn� (1 � ir�ch n�r t�ss tha� or��-hal� �1{�} inch at�ovo the surroun�ir�� �round. �a��k��l s1���1 pra�rEd� a�r��forrn ,lope fr�rn ik�e rn�nhvie frarne f�r n�k I�s� thas� t}�r�� (3} f�et �ach dGre�ti�n t� �xist�n� gr��and �levafton�. 6) �n �r�i��ge �r�as, fr�m�s �hat� b� Enstall�� so th�� t�� of t�� �a�#sng v�rll� be �t ti�e sarn� e�elratla� t�rat ex�st�d prior �v r�habll��at�ng th� r�ar�h�Ee. 7� If the j��ide d.��me��r of th� manhole i� too large to s�afekyr ��p�o�t n�w gr��e ad�uskr�errt� ar �ra��, tho ��rb�l s�aGl �e �ep�a�ed �r s f��tt�� Insta�ked p��or to plackng frar��. 'rr}i{-, � �y] � -ti] � PftELIMIN�►Ft�f -��R Ih1TERrf� R�1fI�W QIVL�` - N�T' FOR ��N�TRU�TIOt�I OR B�DaIN� P�f�T D►� � ►4DDITI��IAL aP��IAL ��I�DlTI�IV� 8j T�e �xpased, e�c��riar �urtaces of r�nanh�le �orb�l, ��amr�e�, and f�am� s�a11 �e v�,ir� brush�d and �oated �i�� tw� ��ats o� �al ta�, 'i� rn�E� C3�T, T�e �rade �djustrnents shatl be wr�pp�� with a�o mll �r�E�r�kh�lene s#�eet. 9} Ir� �anpav�d ar�as, I�ac4cflll �r�t[� s�ccavated �nater��l an� corr�p�ct with rn�ct�anlcal �q��prr�ent, In ��ved areas, ba��Cfill with gr�nular materlal m��xing r�q�ifemenls of It�m �4�� ar�d �ectiar� E"€�� to t�c� Nmlts �haw� or� figur�s in �ecti�r� H. 1�} � con�re#� �ollar �hall be co�struct�d In �.c���danca wrth Figure 1�7 , �or�creke col�ars will �e r�q�air�d or� rah�bf��tate� r��nh�l�� and n�v� r��l�cemen� rn�nholes as 1isk�d fr� th� mant�al� rel��k�ilitation sche�ule. ��ns�r���io� o� c�ncr�te co11�r �rkia be pai�l f�f s�p�t�#el� for �a�Y� rnanhoCe �r�d sl�a�l includ� s�rFace res�o�ation ��r�cluding s��dlra�Jsoddlr�g� an� p�rman�nt pavemer�t rep�ir. E�epair �f pavement ou��kd� af 4 foot b� 4 foat ca�r.r�te c�klar s1�al� �� �qu�l #o or sup��]�r ln �oer�pasltlor�, tt�s�Ec��ss, �t�., �� e�c��tin� p�verrxent a�dlor as ���ai�sd j� #he Tr�nspor�a�Ran and P�bli� V�or�cs Dep��tme�rt typl��� s�ctions �or P�vemant an� fir�n�h �epai� far U#iii�y �uts, �i�ures �I tl�r�ugl� 5. Non�sta�dard co�crete c�llars sMall b� constr�ctad a� la�atar,ns as�t�o�i��d by tfne �ng�r�e�r, b, R�s�a��ngl���lir�g �� �xisting Fram� - 1N�r�C s�akl be done In accor�an�e with ��c#�on D-��. wi�h #F�e ex��ptio� tY�at th� existing fram� shall be Eaus�d. �he frarne and c�v�t sh�ll b� tnspec��d far ar�y de�ec�� ar�� nadify th� Ow�e�'s �B�r�S�t1t2��IV� If �� 1� d�1�12���� Df �i��C��larated. All �C�I�, �ilrt, a�� ���ris �h�ll be r�m�ved from th� ex�sting castir�� v�jth a�vi�e �rt,s�. �, �ra�e f�dJ�stmerit , All W�fik sY�a1l b� d�ne �n accor�Man�� wi�� �ec�r�� D-��, �,vith �he exce�tion #F��k th� ex�sling fra�e �hall b� ra�sed or low�red t� surr�ur��ing su�fa�� ��evations 'r�r accor�anc� wik� t�� �ra�c� A�jus#ment �etak�. 1} In bri�k �n�r�l�oCes, �emove and rap�a�� tl�� d�fe�tive cE�irn��� up ko a maxi�-n�rn �f �� �r�ch�� balow �C�e f��rrre. �f �hlrnne� �s d��e�Eiv� below �4 anci�es, ���irac��r shalk noisfy Er��inee� p�for #o compl�tln� rr�anhole rei��#�I�ik�tion. 2� �xist�ng ����ckive concrete gr�de rEn� adju�l�er�ks and a!I brtcl� or t�la��C ad��strn�r�ts sh�]i be replac�d v�rilF� pr�cast ��r�cre�� adJ�sxrnent rirr�s, 3} 1�Vhere �artia� mani�ole r��lac�m�nt is requirec# on th� �vlarrh�l� �2�h���il#�ti�e� ��Y�edule, th� fo1lowing sh�ll 2�ppl�+ : a} `ih� axt�r�# of partia� marihaC� re�E�c�ment �I�all �e based r�n the d�pt€� �i ��terio�a#ion as d�terrnlner� b� the �wner's l��pres�nfative, The rem�lr�ing s#ructur� s��ll ba capa�l� �f s��portir�g ik�e n��vE� c��s�#ru�ted p�r�lons of th� mar�l�ole. b} �xc�v�k� t�� w���c area to e�cpose th� er�t�re �$�th �f d�terior�rlon �n t�e �xistlr�g m�nl�al� ta a mie�imum dep#� of 6 inches b�r��+ t�e t�� of �tru�#ur��i�r-s��n� struc�ure. � ASC-3� P���.IMII�l�F21� - FDR INTfRII4T R�VI�W ONiY - NOT FOR ��N�TftU�Tl�I� QR B1DDI�G PAF�T D� � ��I�Ii'I�h��� ��E�1�1L ��hl��Tl��l� a� Perf�rrr� r�construc#Gon t❑ a11ow easy �c�ass into the rr���fn�l�. i�o m�r� than �� inches �f depth of �r��ask cot�c�'�t� g���fe ad��slm�nt ri�rgs ��all b� �Ilow�d #o obta�ir� pra�er gr�de. P�r�or�n rec�nstr�cti�� i� accordar�c� wlth #hs P��#iaE �1anh�Re R�plac�rrrer�t ����il. d� 9e�1 mar�h�1� ]alr�ts ir� a��orrfar�c� with ���t�on D-��. �� �r�cast �or�el, �r b�rrel sec#��r�s rr��� b� u�ed �s necessary, The dRam�t�e �f tF�e pfecast sectior�s sh�ll b� con��stenk with ths �xisting r��r7��r�in� �tructur�, P[ace a fl�tko� sec�ion �n exis#i�� m�nhole struc�ue� �r��� ta seti��n� procask �eoti�r�s, �'I�lt�� s��t�ons shafl ��t aver�ar�g exlslin� manhole s�ructures by more thar� � ir��h�s. If tha clearar�ce from t�e �ndersld� of #he propos�ci �Iattop to the m�nh��e in�rert �s less �h�n ��4 f�et, the manF�afe s�rall be com�le�el� r�plac�d. f} Pa�klal �1anh�le Replac�mo�# �F��If als� Inc��de roplacam�n# of iram$, cov�r, and sealing �f fra�e �r�d �r�cte �d��stmer��s. g� R�mpv� �!� d�l�rls f��rn recansE�uction from tf�� rnar�hal� and di��ose af �roperly. Gnt�rEor Nlar�l�o�� �oating � Inter�ar rrtanho�e coa�tir�g sh�ll moe� il�� r�q�ir�e��rrks �� ��C�i�rt b,�,w� �, D�-1 � , I]A,� �, �r DA-� �. e. Ben�h ��d Ir�v��t R�ha��l�tatl�n 'f ) Remove exls�ing do�eri�r�ted �er�c77 a�� lrrverk mat�rial to soi�� materlal, �are sha�f be �a�C�rr t� avv�d alE�u�++ng brok�n �foc�s of bri�k �nd mortar to ent�r ��e se�nrer li�es, �} A�aply concrete banding a�er�t �n[f q�ick �ettir�� co�creke t� farrr� � s�nootll surfac� and ��rrti�ua�� ir���rt wi#h lho sewer pip�. �J�w ben�:� ar�d inv�rt s��1k b� f�rm�d t� accordan�� with ro�alr �en�h �nd I�ve�f. R�hakriiit�lio�t Detail. f. E3�n�l� �nd inv�r� F�eplac�ment 1 j F�e��o�re ��e ex€sking be�c�r an�i t�ough� compl�t�f�. If iftie e�i�kar�g tfoug� Es formad of ��+uar pipe 1ai� �orfl�r�uo+��1y �hr��tgC� fh� �x�anhaEe, sp��C�i ca�� sh�ll �e �a�ar� �� e���ure �ha# th� ���� s�al and t�� s�w�r pl�e #� rerna�� is not darr�aged, C�ntract�r shal�, $t rt� �dd�lior�al �ost, r�pfa.�e a�� porll�n o� kh� existRng man�r�lo �e s�w�rr �rp� to r�ma�n th�t �s darnaged dufir�g benc� artd �nv�rk r�pl��em�n�. �} lnsta�l r�ew b�rrc�t and trougl� ��ik� �I�s� A�ar��role I� accor�ance wikh repakr del�il, �t�rf�c� s�a11 b� tfawel�d srrro�lh and ��e �r�v�rt �f 1h� �raugh shail form � co�xi�ua�s srnooti� fEow path Erorn �a�es or�terir�g #he rr��n#�t��e A���3� — — �R��.IS4111�AFk1� - �OFt xI�TERIfU� �2�11l�W ��Vk.Y • h1�T F�R ��h,l�T��l��'EQI� �44 ��i1DIN� .� � P�4f�T ��► �- A'D�IT#�i��L �P����L ���D�TI��1� to w�+�re #1��� �x��, �'he bench and lnvert s�s11 �orm a watertight seal wlih t�e manl�ole wal�, ��pe, a�d �enchJ#r�u�� ar��. 3j lf �h� m�r�h�le bas� ls dat�rioraxed or r�on��cist�nt, t�e m�r�amum thi�kr��ss a� #h� b�nch�trougk� s#�all b� s�x E��hes. �. F��moval of ��istir�g �anh�Ee -1Nor1� sl�all b� conducted as sp���f��d �n �ec�ion C�- ��, h. �o��k���t �1ew Nf�r���le 1� �ompl�tely remo�e the exist�n� m�r�holr� �tr�c#ure, �} ��r�stru�t new man�tale ir� acc�r�anc� wlth �ect�a� D-5� �f the�e ��ecifica#i�t�s. ��nr��ck t� existinc� sew�rs �sing flexii�le coupGings. �j �o�rtta�tor sha1G r����lain �xEstin� ��s#ew�t�r t��ws a# al� tim�s. �antra�tar sk�aH submit a pl�� f�r maar�talnlr�� was#�v�a#er f��ws �� �h� ��gfneer �raor tv b��innf�g work. Pres��re �t�uk �1�� �eals, ���ch ar�d T���gh, and �aw�� F�arkior� of h+�anha�e �} Aal w�rk shail �a done in acco�dar�ce wfth �e�tl�� D�IY17 �f th��� spe�ifi��ta��►s. 2j Ram�v� at� �or�ign m�t�rlal� from #he ��nE�ole w�lEs around the p�p$ ��al �r�d wi�E�i� th� pipe s�al �#se1f, inc�udjng a1E loose ��3d �r�truding brl�k, m�rkar and can���k�, �top �c#iv� 1ea�Cs us�ng pr�ducts spec�f��al1� for that pu�p4s�. 3� ��rrtio�+e r�e#erioratad area �� t�e pj�e s�ak to s�u�� rrtaterial. App�Y b�n�in� �gent to ���� ��d ��ac� hy�raulic ��m$r�t to �li� �alds to ��rm a w�tertic�f�t s��l 2�r�u�d pipe. �� Dri11 hol�� around the �ipe seal, b�n�l��trou�l� �nd lower Qortfon �f t�e �ar�hoje and i�j�c� ure�hane ge1 �r�ut inta hol�s 1n accordance with re��ir d�t�ll. Ac�rvatad oakurn �o�� �Y��14 be �sed t� f�1G �he 1nj��tG�n I�ol�. aft�r remov�l of the �ra+a�ing pro�s. F'�tc4� the ir��e�tlor� hol� wfkk� 1�yrd�aullc cem�r�� �r�d ap�wy a wat�r resistant two-park epo�cy coat�ng t� #he pa��h. �f�an �11 grout fro� ir�terl�r of rnanhaf�. j. ��nhal� �tep R�m��a� - Rem�ve existing manhoGe s�ep� a�d f111 v�1ds with h�r�r�u��� ��rn�n� in �ccor�an�e �v�#h r�pair d�t�ll. k. 1�atch Ho�es -��ean and remave I�o�e debr1s fr�m �ol�s ta be �ak�hed. I��PC� bonding agent to surfaca aF ��i�s and fill voids w��h h�draulfc r�mee�t in ��cor�ar��e wik� repalr P�tch Hole� C1et�i1, I, Wat�r�sgf�t A+lanhoae J�s�rk - Gns��1G ���t�rtigh! �asl��tr�d rrra�3hoCe inserts as specified in �a�t 1Nortl� 1{V�ter �}ep�rt��r�t �tandard ����-4. AS�-4 � pR��,IMIhJAftl� ��Of� It�JTERIIN R��II�W ��1LY �#J�T F��t ��3V�TFtU�TIOi� QR BIDDIN� P�RT DA - �DD13��1��►�. �P��IA�. ��IV��Ti��f� m. �roui F'1a#tap t❑ 1N�,11 J�int -�nje�t�on l�s�fes �h2�li b� drilfed thra�t�� ti�e m2�tthoE� �� 80 degree an�las fr�m �ac[� ol1�e� withi� 4 lnche� aF �h� bott�rr� of the fEattop. Frovide add�tlorral h���s n�ar obsarv�d de�ect�, Gf neces��€y. 1.���thane g�l �rou� sF�a�1 �e ir�j��ted t[�ro�gh tF�s holas ��,�ar �res�ur� with � prot�e d�s�gn�� f�r t#�is pr�rp�s�, InJeetEon press�,re shaH not cause darxr�ge to t�e m��h��e structur� �r surr�un�Eln� st�rf�c� �ea�u�e�. �rauEing frorn tF�� �rv�r�d surface will nat ba �I�ow�d. �ro�i �ravef shall be v�rlfi�d �y �bs�rva�lon �� g�aut a� d�fe�ts or adjacs�# injscti��� hal�s_ Prov[d� addiflonal �nj�ct��n l�oles, if n�cessary, to er�s��e c��c�ut ���vsl. Ir����t��� hol�s �halR #�e cleared v�l�� � drill ��d �atck��ct wl#� a wat�r�roof �uicic se���n� martar. The fla�to� #o wafl j�inl ��raff b� press�re v+�ashed, �lean��, fill�d wEth a e�on-shri�k grout, ar�� finlsh�d �rr���th. n. �abeegCass �ar��olo In�ert ��lV�r�C shal! be cond�cCed �s speclfl�d �n ���Gor� DA-1 � . o. �1�� Lin�� �onc�:ta Wa11 I����r�struclRan - 1N�ek st��ll i�e cor�ducte�i �s �Qecifi�d In S�c�«r� [�A-��. p. Po'rnt �epair to F��{��ac� S�w�� Lin�, C�",'k�" Dlam�ker -�'hls It�m st��la �p�Ky� ak th�ose I��ati�ns I���ca#�d i� tF�e l�anh�l� R�hat�k�lta€i�� Scl��duie �n� th�s� a�ditio�al I�catiar+s autF�or���d b}r th� Enc��neer, 7�re ��nt��tor ��all ex�avat� adjacent t� tho ma�Y�o1e �o unc��r�r kh� ��rn�g�d s�w�r pi��. YC�is �i�e shaGl b� �arefufl�+ r�mov�� #ram the �nanh�f� ta khe �rst sour�d JoFnt ��tax�m�rn �f ���et} of p��e. Tl�ls �ipe sE��l1 �� r�pia��ti wa#I� �D�{ 35 f�ll� pr�e �# t�re s�me r�o�nin�! si�e. Tha� �lp� ����I �e �onn�ck�� to th�e �xls�ir�� s�wer us�n� f�exible c�r��ectors ap�r�ved by ti�� �i[y, The conn�c#ian of tF�e new p��� to the manhnke sI��A t�e r��d� us�ng �lexib�� gaskets meet��� kh� �eq��€r�ran��ts of ��Thr1 �-���, r��oute� lnto �C�e manhol� wall ��Rng nor�-shrlr�k gr�ut, E�b��ment material sh�€I �e insta�ll�d arou�d kh� plp� up t� khe pipe s�ringE�ne. �ac�cfill m�teri�k �or�fofmin� t� �it�r ��ocifi�ati�ns s'hall ba plac�d �nd �:or�p�cE�d �s re�quEr�d. Thls �t�rn �1��1f 1�c1�de �urf��e r�storatl�n and perrna��nt pave�r�er�t �e��ir, �, By�ass i�umping - Th� �antra�tor shail �urnish an� op�r�#e p��pir�g equf�ment �nd pi�En� �s re�u��ed f�r b��ass �urr�ping r�ecassary �t� c�rr��l��e �n� m�n���l� r�plac�m�nt �r �ha�i�ik�fi�� wark. D, fu1EA�UR�f�l�E��' Af�l� �A`�`M��]T 9. Frame �nd ��av�r ��plac�fn�nt: Pa��n�nt f�e ar�s�allal'ran of r�ew rrt��l�ol� �rarnes ar�d c�v�rs ��a�11 �e b�sec! �n th� �orlt�a�t �n�k �ri�� a�d tF�� a���al �uarNtft�r Inst�lled. Tl�a C�n�r�ct unE# pri�e sh�ll be iu�l p��m�n� �of the r��aw manhof� fr�ma �nd �auer. ��c��v�ti�n, inskal�at�or� o� th� m�nhvl� �rar�re and caver, rnir�or grade ad���t�nent, b��kfil�T and ��rna1Ct��r� ar�d dlspasa� af w�ske m�#��lals, �. �rade ��r�g E��p€ac�rn��t; P��mont #ar i�skall�#lon �f new gr�de r�r��� s�rall be b�s�d ar� trie �ontra�k uni� pfiice an� tha a�kuaf q��a�lity of new grad� rin�s �nstaflo�. Th� �ont�a�t ui7it �rice s�all be full payrrtent fof ���� new gra�� rings_ ,�ll ����s for Ir�stallkr�g ae�d seaCing �r�d� ri��s shall Y�� ir�ca�ded in tE�� a�p!€c��l� �ontracl unl# �ric� far ��aling �f �ra�ne a�� gr�.d� r�ngs. 1���-�2 � PI��L,IMiN�4R�* - FAR IN��RIIU1 #���k�IN UNL'� - IVOT FQR �O�l�TRU��`l�N �R B�DpItJC PA�� D� - �l�I��T1���4L �P��II�►L. ��1�L��TM�i�� �. Pav�d ���m� �nd �r�de A�j+�strnent �eal�ng: Paym��t far s�at�n� ��n�ale f�arne� ��+� gr�de a�j�s�rnen# rings �n �avad area� sl��il ba based on the �on�rack ��r�t pr�c� a�� th� actuai �um��r of rna��o�e� w�ere s��ling ot t�� n7anl�aMe tra�� and�o� �rade adjustrner�ts in ��vet! aro requ�r��. T�� ��ntra�€ unii p�ice sh�ll �� fuC1 p�ymen� f�r exca�+�ti��, ��v�mer�t re�oval, s�akl�� materfars, �nst�kla€€an af �rac�� rings, sealir�g, mfnor grad� a�jusimen�, backfil�, p�vemerrt re�toratron, and d�moll#io� and disposaa of w�ste rn�te�Eal�. 4, ��e�-Pau�d Frame an� �r�d� Adjust�er�t �eailn�: Payfn�nt for sealf�� rrr�r�f��l� f�ame� a�d grada adju�t�ent r�r��s �r� r��r���aved ar�ras sha11 be based on the �ontra�i unik price �rrd �he ac�ual nur�b�r of �n�nholes where �ealing of t�e rn��r�o1e frarr�e and�or ��-ade ad�ustmenls �n nor�-p�ve� �r� requ��ed. Th� �orxtra�t �nit �rir�e shall be fuGf payment for ex�a�atioe�, sealkn� finakerials, �nstafla�tGan of g�aci� rings, ��al�ng, mi�ar geac�e ad�ustrrtent, ba�l��il�, surfac� restoratior�, �nd d�m�lltion an� drs�vsal a� waste mate�ials, �, Int�ri�� �+4�r�ho}e �oatir��: �'�yr��nt for interior rn�nhole c��lln� �4�a11 bo based or� t1�e �an#ract �nik �ri�� vvh�ra Gn��r��r m�nhvi� �oa���g is ap�l9ed, 7�e �o���ac1 �nit �ri�� sh�ll be fulk pa�ment f�r surfa�e �reparaii�n, i�ke�ior �aatir�g of the r�rbel, wall and t��nc�, an� �l�ar�up. S. Pr�ss�r� �rouk i�ipe �e�l�. B��ch ar�d �`rough, an� Lower Po�kion of �an�ol�: Ps�rrr�ent fa� �routin� ���e s��i�, be�ch an� lr�ugh, ��td Iow�r par#i�n of t�� �n�r�hole sha�1 be based upon #h� �or�trac# un�t pri�� �r�d th� �c#ual �uantit�+ o� rr�anl�oles wM��r� pipe seals, b�n�h �n� teougY� �nd Iower �or#ian af t4�e manhole �r��e grouted. �h� �or�tf�ct ur�ft pr�c� sY�a�l b� f�li pa}�m�nt for t1�e �ro�Emirta+y r��aars, rel�abllitatl�g the ���a s�al�, grout mater�al, ��xst�liatic�n nf Ik�e gro�t rnake�ais and ��eanu�, 7, 8. "',� y�:l� �ench an� Invert F�ehab�l�t�tkon� ���men# for �ench and fi�ve�t raha�biiit�#��x� �ha�l be b�s�d ���r� �he �on�ract unik price �nd t#�e a�kuak �umhe� vf r��nhol�s wt���e th� b�n�h �r�d i�vert w�re reh�abilita��ed, The �orttract ur�it pr�ce s�all b� fuGl pa�r�ent For mat�rl�l� �r�� �er��h ae�d ir���rk r��a�itikalian_ 8ench ar�d �nv�r# I��pla�er�n�nt; E��yment f�r b�r�ch and ir�vert e�p�acen�c�nt ��al1 b$ ba��d �pon tl�e ���kra�t �nit prl�� ar�d t�� act�ral q�anEkt� �fi manh�f�s wl�ere lh� �er��h ar�d invert wer� replace�_ TYre ���rira�t �nit prrce shall b�e f�11 �ayrne�rt for materials, ir�s��l�akion �� rr�a#�e'raK�, an� �emoliEi�n ar�d �ispos�i �f wast� materiais, g. P�#ch Holes: p�a�e and the �r�cro sh�l1 be c1�ar�up_ T��s i��h�b�l�tal�on a payr iterrr. Pa�+r��r�t far patchjng hole� sha1� be ���e� upan #he �antr�ct u�it ackuaa n�rnb�� o� r��nh�les th�t wer� pa��h��, Trie �anEr��� �rr�t #ull �ayrrten� for surfa�� pre�ar�t�an, pat�hirr� of ihe h�l�s, an� item is allc�wed f�r pa�+rner�� o�ly whe� �t Es Ir��1��ed ln tl�� ��nh�1e �ch�dule. Patck�9ng h�l�s ptlar to int�rior coat�n� �f �na�holes ls nof 10. Nla��halv �t�p Rerr�oval, P�y��r�! for rn�nfi�ols s#e� �arn�val shall be based upon th� �ontfs�t un�t price per mank�ole and th� a�k�aC number �f rr�an�olss #h�� had AS �-�� PR�L,I�IINARY -��ft �NT�FtIiVI F2E1fIE1+V OI�LY - NO�1' FOF2 ��t�ST�tI,#�T10N C�Ft 9�DDI�1C� ���� a� - �►����rivrv�� s���s�� �o���r�ar�� s�e�s r�rr��ved, Tk�s ��r�#r��t ur�il pr1c� shall k�e f�ll �a�rrr�nt far r�mov�1 �n� dls�osal o� t#�e step� ar�� pakchir�g af ti�� vo��s cr�atcd b}r st�p r��noval. i 1, �V�tertl�nt �1lanhole inse�t: ��yment f�r v�et�rtigY�t �ant�ol� Inserk� of t�e r��pective t�p� sh�ll b� bas�d �p�e� ti�� �or��ract un�t �r9ce �nd lh� a�[uaC nurr�be� o� ir�se� af �a�h t�p� I�st�lled. Ti�� �or�lra�# �r�Et �rlc� sh�ll be f�ll pa�rr��r�k far #h� w�t�rtight rr�anhol� €nsart and jnstallatla� �f th� Ir�s�rl In ti�� ma�r�h�Re. ��, l�ew S��Itary �ewer ��nhofe: I���m�r�t sk�a�ll #�e ma�e as Ir�dicat�d €� h+feasurem�r�k an� ��ymer�l, �ec�lori D��� in �hese s���ftic�tf�n�, Thls iE�rn shall In�lude up to �i�� �5} lir�ear f�el �fi n��r P1f� pipe at each m�r��zofe �Ep� c�r�rr��ti�r� and corrn�cking to the ex€sking s��r��. ��. ��r�crete N1an�ol� �ollars: �. F'ava� �r�as. ��ym�nt �or man�ol� collars I� pav�d ar�as sh��1C b� b��eri ❑n tho ��r�tr�c# ��nit pric� and #he actua� ��far�t�ty inst�fled. The �ontr��� ur�i� prlc$ s�all be ful[ pa�+rr�e:�t for lat�o�, �r��#$rj�l�, pav�m�r�� sawing, exc�vatir�g, d�s�asal of +��st� mat�riai�, �r�� parrt�aner�k pav�mee�t re�alr. b. EVon-��v�d A���as. P�v�rn�nt fa� m���ote �+�E€ars in r�on-parred �reas shafl �� baso�i c�r� �he ���t�rack uni� p�ic� �nd fC�c� a���,�1 q�ant�ty Jnstail��. �`he �or�tr�ct �ar��t prfc� shaGl be full �ay�nent for ��bor, ma��ria�s, excav�ti�r�, dispc�sal of �vas�e rt�ater�a�s, a�d surfa�e restoral�c�n. 14. Pa�tfal h�ar�hoCe Rep��cem�n�: �aym��t for p�,�#��I ma�nhol� replacem�r�t s��11 k�� b��ed �� tl�� �t��kfi��# ��ft prlce per vei#iaal �aot rr��asur�d fr�m ��o to� a� �h� fr�rrre to ih� kop �� lh� str�c�ura�ly soun� exisllr�g manY�ole. 7`he �ar�teacl unit pr��e shafl be fuH �a�rr�erit for furr�isfi�lr�g a�l� 1a�or and mat�r�a�s e�c�cessary, Encludir�g ��c��uat��r� �nd r�moval a� kha �xEstir�g s#ru�#�re, r�pl�c�rr��n� �f the �ran�e �r�d c�ve�. in�t�l�akion c�� n�w adJu�ttr�ee�t ri�gs, f�alt��, cor��f �r wa�k sa�tlt�ns, ��aling, bac4��ill�r�g, and surtace re�lo�a�i�e�. i�. Gr�t�rior ��rr�siar� P�ate�i�lo�� Payma�t s�r�l1 be rna�� a� �ndic�#�� in M�asur�ment ��� P�yment� �e�ti�h C]A�7 ir� L}��se s���iEication5. '�6, �rau# Fl�t#ap t� N1ar�l�ol� VVa�I .�o�nt; p��rn�r�k fo� groutirrg �he fl�ttap to manhol� wa11 joi�t shaCl be based up�r� ti�e �or�#ra�t ur�it pric� and t�� a�E��1 r��rn�e� �f j�lr�#s grou#ed. Th� �ontra�t ��i� pra�e sl��i� b� f�ll ��ym�r�� for all material, �abor an� c4o�n�p roq�,lred t� c�mp��#e �a�h ��i�l �f�utlr��. �7. Fib�rgla�� �1ar���C� Ins�rt_ Pa�re��ant s�rali �e �ade as indicate� in i�leas�rer�ent �nd Payinent, �e�k'r�n DA-�� i� ih��� sp��Efl�ati�ns, 18. P�l� �f�ed �ancreke Wall Recons#ru�k�or�: Paym�rit shall be m�de as fn�icat�d in Me�suremer�t �r�� ���menl, ��c�i�an f�A-1�a �r� th��� ���cificatEons, ��. ��f�k Repal� ta R�place �ewer Ll�e, �" - 1�" �i�nti�#er: P��re�ent f�r ���h p�ir�t rep�fr sh�s1 be t�ased upon t�e �ont�act unit pri�e �or �a�h m�nhole ���n��ti�n a�#uall� r�paira�. 1"h� �or�kra�t �knik pr+�� st�all b� fufl p��me€�t for �11 rr�atenal, labor. �r�d clear��p requir�d t� cnm���t� each marrholo canr�e�#ion rep�if, � ���-�4 � - PRE�.IA+IINAIRY � F�R INTER�f4! f�EVIEW �f��.Y - h#�T ���t ��N�TRU�TION DFt BIDDIN� P►���' I�� - �I�DIT1��1►4� �PE���#L ��i�1DIT��I�� �4. �la�to� Replace�nenE: �aym�nk for each flattop repfa��rrtent s�all be �a�ed �r� t�� �on#ract �r�l# �ric� far oa�h fl�t#�p �ctu�l�� repfac��i. Th� �ontra�t unit price sh�l1 be payme�sE in �u11 ��r �il 1�bar, m�terial, �nd �le�.nup required �o �omplete �ach f€attap g��Gac�rrtor��. Payrn��t f�r frame and c�ver ropi�cement, �rad� fMf1C�S, �eallrrg, and ��r��r�#e rr�anhoS� col�ar as requ��ed to �ampE�#� th� mar�ha�� r����t�i�itation will be p�id far s�p�r�tel� �t ki�e 2��{�li�able �or�tr��t �Jnit I��I�es, �i. �y�ass Pumping; �ll bypass �urnpin� si�all b� a sul�s�diary obl�g�ti�n of the ��nlea�tor. AIC cost� for bypas� �urn�i�� sFra1F be ir�cG�ded �n th� ��rt�r�ct ur�l# pr��� #�r tF�e item� re�ufring b�rpass pumping. ��4-9 �URF�I�E pREP�#E�4TI��1 F�Ft MANki�LE F�E�i#��1LlTATI�td: l�. ��iV�R��.: Ttt�s ltem shall �ov�rr� the pre�aEatioe� of sueFac�s fo� marrh��e rel��bilitat�on. I���l��_1�ll�C�ii 'i, �ov�r� �s�r�er�s� sha11 be p��ced over #he pi�e Ir�vc�rts to prevent extrane��s rt�ateri�l fr�r� �n#�r�r�� tri� sewer s�stem. �. �11 ca�cret� that �s �ot soun�+ or h�s b�an darnag�d b� ch�m�r.al expos+ara sha]C �� r�ma��d from th� rr�anh�1�, �.�c�se �nd �r�#�u�kng b�icEc, ma�#ar an� �an�ret� s�rall #�e r��r��ved �s�ng a rnas�nry 1��rr�mer and chls�l a����F scfa�ers, Existi.ng ro�ts and r�-Eanl�ol� �t�ps s�aCl bs ��moved k��r cut�lr�g €hem fl�sh uv�tfn ��e wall �f th� manhoae. �. All �onta�ninate� inca�dir�g but �+�t �Imiked to: aiks, grease, waxes, forrn �e���se, �t�ring c�rr�pnt�nds, e#f�c�resc�nce, �eale�s, s2�lts, ir����'npa#i�le �xGs�irtig ���xir�g�, an� al� at�e�r cont�mi�ar�ts sY�a11 ba removed. 4. �urf�c�s �o re�ai�e �rot��tiv� cn�kfng sha�i be cEeaned �nd a�ra�de� to �ro�uc� a ��und �o�c�ete�bric�C surfa�e wit� a��q�ake �rafil� an� pa��sity to pravi�e a�fraM�g iaor�d batweer� iY�e prot�ctiv� c�ating and tht substrat�, A�l for�ign �rtat�ri�ls �h�ll b� r�rnov�d frvm khe man�tol� if�tori�r us€n� hi�l� pre�sura +�uaker spr�� (350Q �si tc� 400� p�f�, ��ea�ir�g eq�ipm�r�t shal� have a pressure �au�e khal indi�akes tY�e wat�r pr�ssu« befn� �sa�, �. Deter�er�t water cl�an€r�g, m��ri�#i� acid, and hot watee �C�sting shall b� us�d, wf n�cessary, #o remav� dlrk, akl�, gre��e, ae�� oth�r rnatt�r �^rhi�h r�ap �rev�r�# a g��d ��nd of s�a��ng ma�ariaE ko tha mar�hol� surtace. � m1�d �hlorine solutian (��ousel��ld hl�ach� ma� �e used �o ne�tral��e ��� ��rfa�e t� df�lnis��micrabfoloc��ca1 t�a�teria growth �r�or #o fGr�al �ir�se a�d �c�a#in�. �, PR�t��t+11f�A�1� F���AIR� �I� unseal�d Il�t�ng h�1�s. ur�sealed st�p M�Ces, vold� I�r��r lhan ap�r��cirnat�ly one� �alf (�l�� i��h in t�rickr��s� ���aA be f11�d v�rlih p�#chi�g c�m�ound ak �east ar�e Y�our (� � Pra�r lo ap�llc2�tEon of th� �i�sk spr�y c�t. 'k�'��'.h.�3.j' l�'4� �� � P�ELI1NIh1�#f21� � F�R lNTER1�11 #���11�W ONL.Y - fVO�T FO� ��hi�fiRUCTIOhI OE� ��aDiNG ��11�T ��Q - A,�DITI�hI�►L ��ECI��.. ��IVDITI��1� - . �. A�tive €�aks �hal� b� s��ppvd �si�rg �i�y a�pra��d produc#s ����[��a11y� fo� �ha# ptirposa and �ccardir�g ta n��rt�f2�ctu�er's recammer�dation. �orne ��aks may r��u€re groutie�g t� sto� the Er�fCow. ��outir�g shall be p�r�ormeri in �c�ardanoe vv�th �i�y s�eclfi�atlon� �n� �e��io�ti DA-17'- PR���k1R� �F���lil�l�. 3, �e��h �r�a st��l! �e �ui�k up if req�i�� to pr�vide ��inlfofm s1a�e fe��n th� �Ircumf�r��css t� #he r�anhole tr�uc�h, �[ty a�provecf ��m�ntf�Ea�s pat�i�ing campaur�ds ar e�oxY �r��l as r�c�mmen�ed b�r man�facture s�all be ���d. 4. f�fk�r a�1 r�pair� F�ave been cc�mpKet��, all loose material �ha�l be remove� f��om th� manl�c���. �arrtra�tor s�a11 ir��ur� r�o rr�a#er1�l is alCowod to ent�r #he s�w�r syst�m, 5. �ar�tractor sh�11 �rrsure t�e m�nh�le is clear of all d�ter�er�ts ae�d cl�a��rs a�d thrat �i1 �ctiv� infil��atian h�s be�r� stnpp�d �r��r to ap�licalior� of prc�t�c#lve �ar�T��l� �o2�li��s for r��abi�3t��i�n, p. I�l�f�E�TI�iV fi�pplicat�r �k�a�l �arefull� ir����c� �N sur�ac�s prior k� a�pli��tlor� �P {�r�#ective caat4ng and shafl r�akCfy Owner c�� a�� n�t�c�abie �Cis�araty fn kh� surf��e whlch m�y Ent�r#ere wl�h ih�e proper performanc� o� th� r����r m�r#ar �nd pr�tectiv� c�atin�. �. IN���I�F���1��1T AIVD P�l1��t+lE�T I��yment f�r �ur�ace f��e�aratior� �h�11 be consi�er�d s�bsidia�y ta the co�t f�r Inte�iar h+�anhale �oating o� Pr�t����ve �+1a�h�le �oating for �orfo�ior� Pr�t�cfi�n. �A-�� i�l'fE#tl�� N1�IVHOL� ���4TIN� - MI�ROSI�I�J��� Mo��'A!� �1��7EM: ,4, ��iV�RA,�. �. �c�pe - Thls s���lon �avorns �kl worlc, rt�at�rl�l� and test�t�g r�quired for �t�� a�pCic�iiorr of int��i�r manl�ale coatln�, �9anhaGes dasi�nat�d f�t Int�r�ar �oaling are li�ted �n t�� iV1anl�ol� �eh�k�lCika#sor� s�hed�le, Ir�t�n�e man�rale ��atEng shaN rryeet lt�� r�qufrvfner�i� �f thi� s��ti�r� of �r �ecl�on DA-� �, DA-9�, DA-1�, or DA-��_ �. Des�eip��a�� - �l`h� �011#r���o� sha�l he r�s�br1Slb�� ��r ih� �urn�s�Gr�g �� ��I la�ar, ��perv�si�r�, mat�rlafs, ���Ip�nent, and kest��g requir�d f�r ik�� c�rr��le�l�n �f lnleriar �aling of ��nanh�l�s i� a�cor��nce wlkh #!�� �on#fa�t 17o�uments. �_ Nlar�ufact�rers F2ecomrrs�nr���lans -�at�rGals, m��ctuFe ra�fv�, ar�d proc��i�res ut�li�ed #�r th� �a�ting p��ce�s sl�ail be ir� a�c�rdar�ce uvl#h manu�act�ara�s' r�ec�rn rr�an �at ior�s. �l. hJlarxhol�s - A+�a�hol�s to be co�ted are of �ri�Ec, b�acic, or cor��rete aan�truckion. �ame mae��vl�s rnay have a cemet�kilious apra�o� �r tr�uv�i�fld o�� caating ovar ��e origln�l [nt�eGar surfa�e. A��-46 PFt��1�+11h,iA#t�* - F�Ft l���R1IV� R�111�Y�! �N�.Y - lV�T ��R �O�IST€�kJ�T��I� D#� SIDDlNC PI�II�T D�1- ADDITI�l��4�. S�PE��AL ����IT��I�� � �. i�ryr��r:.��� �cope -�l�is sec�i�n g�verns the mat�rl�ls re��lred far com�leti�n af ir�t�rlor �oating Of mar�holes. �. Interior �oatln� - F�elkn�r �+t�p �r��ri�#a�ry pr�-blend�d mfxtur� of o�mentitl�us �nd p��zola�ic r���aria�ls, slf��a fume a�mtxture, �0� per�ent polyprop�lene �b�rs a�d ��Mer se���te� Inc�t�dsenks, a� manu�a�t��red by �ta�rrd�rc! ��mer�# A+fater�a�s. �1a �nateri�l {otfi�er i�rar� cle�r� p�table �ra�er} shafl b� ��sd with or adde� to #hese sta�dard ���du�ts witha�t �rior �ppfc�val or re�o��me�datian of t�e �especlive man���cturer, �, ��+lakerial Idantif�catio� w�onkract�r s�al! c�mple#el� ad�n#If� the type� o� �r��rt, rnortar, pat�k�ir�g �am�ounds, s�alant, and{c�r ront co�tr�1 chemi��Cs u�ed �nd �rovld� ��se I�i�tori�s �f su�ce�sful u�e or d�fe�d �#�a ��ol�� of �r�utf�� rr�af�rfals �a�ed or� cl�emlcal a€�d ph���cal pfoperki�s. ease �� a�rpil�ai�or�, and �xp�c:�c�d �erForman�e, t4 the satls�ac#{on of #he �r��inee�. � �, i�li�tiGtg and F-€anc�l�ng � fulixing ar�d �t�rn�E�nt� af int�ri�r coatll�g� whlch rnay t�a t�xic U�1CI�f C4'F��If1 C�F'tl�ftlpF'GS $I7�IE �$ Eli �CCOf��f1C� 1NGt�1 ti�� recc�mrrte��atEons o� tl�e rr�anufa�turer and i� suci� � r�ar�r�er as to minimiae haa�rd to p�rs�rrnel. It is khe r�spansi�ili#y of t1�e �onlractar #o provid� �ppropti�t� prote�#iv� mc�a�ures to ��rsuee th�� materia�� �re ur�der cantfo€ at �II t�m�� a�nd �re ��t avail�ble to unauthori�ed �e��o�r��l or a��rnal�. �IIG equi��ient sl�a11 �e s��je�t #a #h� ap�r��a€ of lh� �ng�n�er. {�nly personne� k#�oro�ghEy familiar �vlt� ��o handllr�g a�rd ap�licat�an o� �� c�atGng mate�i�� �hall pe�orm the ��at�rtg oper�tions. E}�E�I��I�iV 1. �aneral -�la�r��i� co�ting sh�11 r�ot be p�rforme� until repla�em�nt �f rr�anho�e �or�ars, sealing o� ��anhaie fr�ms a��! gra�� adjustr�ent�, parttla! man�oie repla�emer�t, or canc��#� c�flae c�nstructiq� i� �ofn�lete. �. Terr7�erat�re � hlarr�al interior caat�n� op���t€an shaCl be pe�f�m�ed at temp�«tur�s of ��°� or �r�at��. EVo appl1catl�� sha�l b� made w�er� ff��zartg is ex�eci�d �rl�hin �4 hpurs. I� ambianl t�mpera�r�res are in exc�ss of ��°F. precau�ions s�aak be t�4�er� to k��� mixFng wak�r ��law 85°F, ���ng i�e if neca�sary. �� li�tafi�r qlll��hole �oaling a. Q Tho interior coat��g sh�ll be �p�ai�d to t#7e manhol� from the top af the cor�ea or �l�itap to the boi�ch{�r��g�, incCudGng tF�e b�nchJtr�ugh. i�� �nteri�fi ��atinc� st�al� be appfRe� fr� a�oo��anca rvi�h tl�e mar��fact��`e�s re��mrnen�ations �nd khe following peoce�ur�. � ) �he surf�ce preparat.�an shalw �ection [}f�Y9, ��F���,�� R�F-lA��II.ETA�IOCxJ. � r ��:'��}��� A��-�� �rr��Ey wikk� #h� r��ulrerr����ks a� PRE#'ARA����l F�R INAhlHO�.� PR�L�MINAi2�f - F�Ft IfVT�FtIM �tEV1�1iV OI�LY - N�T �Oft CON�TR[JCTION 01� BIDDI�1� ��II�T �A� �- ADC������V��, ��'���AL ���l��TI�NS �) 7}�� surf��� prior �� applic�ii�n shall be t��mp wifhouk ��otioeab[� fre� wat�F dra�l�t� �r r��nnir�g w�t�r. #�el�n�r N1�� ma�erial shall b� �pray sppl��d {usin� � rnanufa�t�ror ��pr�v�d machin�} lo � rnt�imurr� unif�rm tt7f�knass af �-rn�h minlmu�n. Tf�w�l��g �Yra11 k�egin wmmec�E�tel� f�llowing t�e s�r��r applic�tion. Tho trow�Rl�� �urt��e shail be smo�kh wflF� n� �v��enc� af �r�vious va�d �,��as. #��t�r tF�� �v�ils are o��ted, �he wood�r� be��h cov�ars sf�al� be r�mov�d end th� be���r spra�red wikh �eline� �r1�f� material in s��h a m�r�nc�� as to pradu�e a b�r�ch h��fr�g a gr�du�l s��p� fror� t�� u+alls tc� #�� Inverl with �h� wallJt�enc� ir}#�Fsectl�n b�rllt �� �n� ro�,nded #� � ur�ifaem radlus f�r the fu�l circ��r�ferenc� c�F #�e �r��e�sec:l�o�. T'he trii�kness �f !he be�ch �ktalf �e n� Ress tha�� �41nc� a� the inv�rk and �hall ir�crease �n th� dSro�ti�� o� t�e wall so a� #a �r�vEde the rec�u�r��f slope. �� 7�e fir��i ap�licat�or� shall 17av� � minlm�m of f�ur �4) hour� c�re k€me befc�re b��t�g �ub��cted ta ac�G�� flow, F�rn�i�nt �ondiktc�ns ir� #he manh�l� �r� �d�qu�te Far �ur3n� as Eong �� khe rnanh�le Is �over�d. �1� '�raFf�� s��tl not b� aff�wed ov�r ma�hol�� for �4 ha�rs ,�fter . r�c�r�str��t��n i� campa�te. �. 7�st�rtg nf Re�abwlitated �a��ales a, fie�tlr�g of �eh�bilitated rr�anhales for watertig�t��ess �k�all �� ����rm�� b�r �h� �o�tra�#ar �ft�r �p�r�tipn� are com�l�t� En aocorrlar�ce wi�h ���I€�� D�� 'k S, b. �1t I��si lwo ��In�h� diarnet�r x 6-Cnch t�ll cyilns��rs o� khe �oatir�r� ma#eri�l 5h�ll b� iak�n from ��cft days wn��C wlth th� date� l�c3lion an� jab r�:c�a�ded a�r ���h. �`�e cylir�d�rs s�ra�l �� sent #� � car�sl3�c� ies�fr�g I��orat�ry F�r tasting. A cs�tnpression tesk wlll b� mad� p�r A��PI+I �7'�� or #��7M �-`ti7� as re��mr�er�d�d by #fi�� ny�ter�al rn�r�u��ctuftar, and t�rc� r�sulEs will t�� furr����ed x� �he En�in�er �rtd �wr��� �n fe�u��t. I�. 141�A�URE1v1��T �+1�D PA`�'i��1UT �aym��t s'hall be b�SeCi C�n llle �c�I��r�C� l�nii P�ic� �er v�rtical fbof, rne��+�red frorn th� #op of khe �nrbel �r PI��#op to lhe top o� th� b�nch. T�e ��ntra�ct Unat Pr��e ����I �� �a�m��t Gn lull for p�rfa�-n��� th� wo�k and �vr �urnishlnc� alr I���r, �u�er�ris€on, matarial�, r�qui�m�n� a�nd �II materr�l tes#Gng ����s�ary to �amplek$ the work. �roUtkn�, if n�c��s�ry, �ha11 ba 1n�l�ded Cr� th� ab�v� u�riit p�ic�. �F�utin� of the �ipe se�ls, b�ncl� and tro�gh, �n� I�w�� port�on of a pa�ticulat ma�nh�l�, if r�t�ui�d ��r lNae�h�le F�eh�t�ll�tat€on W�r�C S���d��ie of requlre� t� }�e dar�o by t�a �r�gir���r, �h�1� be pald for separately �t the ��ntfact �nit Pr��e. DA�91 11�7��IOR Nl1�1NFt�LF �Q�4T��[� - 41U1��?�.}( �Y�T�M: ��3��i�:73L ,,���; ASC-�S P#i�L1MINARY , FOR iNT��iI� RE11��W Oh,iL1� ��J�JT FDFt ��N�TFt�,I�TI�r� �� BID�aM� P�F�T D�# - �DI��TI�}IVAL. �PE�N�L ��ND1T[�N� 1, ��o�$ i1�3� s��klt�r� gover�s �!I work, ma#�rl�1s and tesktng r�qufred f�r the a�pllcaiion �f infer��r rr�anhole coa�ir�g. �.+1�nholes d�sign�ted f�r Inter��r coatlr�g ar� listed the �ia�hol� �eh�bilfta#i�n �ch�dule. In���1or manhoi� co�ting �1�a11 rr�eet tha r�q�i�em��r#s of thi� �ection c�r o� �ection DA-'€Q, QA��12, DA-�3, ar C�A-��. �. C�e�crip#ior� The �ontrack�r shall be respor�sible �or t#�e f�rn�shing of all lab�r, :.�per�vision, matar€a�s, equipmen#, ��d t�s�ir�� re�ulre� f�� the cor��lot�an of �nterior coa#wn� �4 marrh�l�s Ir� accar�lafl�� wit� t}�� ��rrtr��t D�curne�ts. 3, i�+ianuFacturers �tecomrrrat��atkor�s �1at�riats, mGxture raEios, an� pr�cedu�es util���d f�r the c��t�ng proce�s shal� be in acco�d�nce witl7 rr�ar�ufa.cEu�ars' rec�mmen��kio�s. 4. I�+4�n��1�s �an�ales �o be coatsd a�e r�f br�ck. bkock. or can�r�te c�nstru�#lon, �om� m��1�o�es rn�}+ hav� � cemer��i#�aus spTa��d or trowal3ed on ��atEng �v�r the o�igi�al �r�t�rl�r s�rface. 8_ {41�TERiA�S '� . �C�p� This s�c�i�r� �over�s tl�e mat�rl��� re�t�lr�d for oorn�ietion af �r�#��io� ���#ing of r�anho�ss. �, Int�rior �oa#ing C�uad�x �1N-'is an� Q��dea� ��c�e1 �ra�r���ary p�e�bl�n�e� ��rnent b�se�1 synthetic granito �D�nnafiki� en�an��� paly�r�pylene �b�r teinforced ���tlrrgs as rnae�ufa�tu�e� by Quade�c. Inc. h!a rnat�rfal �otrier than ciean �a€a�l� wat�r� s1�a11 b� +�sed wt�h �r a�l�ed t� Quade�c G�M-'�s or Q�2�CSe� E7(�I Wkt�10U� �fl�� 2�p�}rpVal ar r�cammen�atl�n from ��a�e�c, Ir��. 3. h+��totiaG l�entifcatio� �a�,trackor ��all complet�ly ide��lfy the ty�es of grout, m��ar, patc�ir�g oompo�nds, saala�t, �nd�or root contr�l criern�cals used and �ro�r�d� ��s� hi�toria� of succe�sf�E us� oe d�fe�d t�� ch�i�� �f groukEr�g rnat�ria�s bassd �� c[�emi��l �r�d physica� ��o�erli�s, �as� of ��pl9�ati��, �r�d ex�ac�ed ���f�rmanc�, �a th� �atisfa�tion af the �ngii��er. 4. i�lixlr�g snd F-��n�Hr�g CvS�x�ng �nd F��r�dling af �n#�riar �oatir�g, which ma� be to�cic ur�der c��t�in candikians shaCl be in a�corda�ce wGth the recomr�end�#ions �f k�� mar�+��a��ur�rr and in such a _�,,.w.� ASC�4� _ PF2E�IMaNA��Y - FOR �hlT'�#��M �EVI�V1f �I�L1f - I��i fDR COI��TRI.��TI�N �� BID�11V� �'►4l�T' �� - ADDIT���AL ��'��IAL ���lD11'N��� m�nner as to minimize �raz�rd to pe�s��r�e1. It 1s th� respons'tl�ili#�r af th� ��ntr�clor to �ro�ride �p�rop�i�te p��tect�lve ��s�r�s ta erisur� lh�t �n�terGa�ls are �n�er ca�lr�[ at al� tir��s and a�e no� av�ilah�� �a una�,Ehori��d p�rs���n�l ar an�rt�als. A!I e��lpm�nt shall be s�r�J��t #�a #�e appr��ai of th� Engirie�r. Or�l�r �ets�nr�e! tharoughly f�m�l�ar wEt}� the i�a�dling of t#�� coatlr�� rr��t�rial sh�fl �erfaFm thv ���tin� o�er�k€arrs. �. �X��[.1T�OE�d ���e�ai Mar�f���� c�at�ng sh�€E n�t be ��r#�rrned un�€I fepfa�omar�t �� rn�nho�e �ovors, ��aEi�g �f manhol� frar�e and gr�d� adJ�stmer�#s, partia� rn�nhole �pl�c�mer�k, or ��nc�t� collar cans#�uctior� is c�m��ete. �. 'fernper�ture f��n-rtal fnterio� ���tin� Qpc3r�ti��7 Sh�ll �?E perfo�m�d at �er����ratur�s of 4�°� �r gr�ater, �lo �}�p���a#a�n �h�ll b� m�d� wh�n fr��xln� Es �xp�cted with�r� �4 hour�, !f am�le�+� #�ntp�ralures �re in exc�ss ot ��°�� pr�c�u�#��ns �hatl b� tak�n #o ke�p m�xlnc� water ��I�w �59F, �rs�ng ic� ff nec�ssary, �. Inter�ar �Aant��le �oaling �, 1`he �nterlar ��af€ng sl��ka b� ap�lle� to ��e ��nh�le from th� tap o� k�� c��be€ a�}iaktop to #ho �e�cl�Jtro�gh, Including t1�e �er�cf�lt�augh, b. Tk�e int�riar ���#ing sha�l b� ap�lle� in accordar��� wlth� �he m�rtufaclu�er'� recvmr�er�dation� ar�� ihe f�larnnr�r�� pr��a�ure. 1� Th�r surtac� pr�p�raEio� si�all carnpl� wilh the r�q�jr�m�nt� of ��cli�� �F���. �U�FA�� PR�P�,F�TI�� �0� �AIVHOL�. f�� HAB I LI,�TA�� 0�1. �� 7�1�� surFac� p�io� �� ap�li��Eio�7 s1��ll l�e dar�� w�t����k [�oli�e�bi� �r�e water �ropl��s �r runnin� w�.#er. C�rvt-�s rnater€al �#taU be s�ra� a��lied �usin� a Q�,�dex �r1od�1 ��C}�] a�p��catEon ma�hin� o� manufac#urer ap�rra+r�� eq�,�l) #� a minimurn uniPorm thickneas o� �� �nch minim�rr�, l`row�li�g sl�a�l ��gik7 irr�mediat�l�+ �nll�wing tf�� s��ay ap�lica�ior�. "�`h� lrowe�led surf�ce �ha��i !�� smo�th wlth r�a evidence �f pr�v��us void art�a�. 3} The finaf appl�cat9�r� shaal hav� a�nknim�rn �f f�ur {�� h��rs cure #irr�� ��f�r� being s�b�e�ke� to �c#iv� flow. �m�i��t �and�#ior�s in #h� �a�hola ar� ad�q+�ate ��r curing as I�r�g as lh� mat�h�l� i� cover�d, �j Tra�ic shall n�t b� allow�d ov�r rrranhal�s for rt� hours �fter r��ans�r�cti�r� is com�l�t�, A���-��i PR�I�IN11fVAR�I - �C�R iN���k�14! R�1�1�1N OIJL1� - �IOT ��R ��{V��'RI��Ti�N �ft �iDDI[V� � PA�T DA - �DDIT��I�A�, �P����4L ���VD�TI��V� 4, Test[�g of i��hab�likat�d f�iar�h�les a. T��ti�g of f�h2���ikt�t�d m�r�ra�es �or wa#erki��r#n�s� �haa1 b� ��rt�rm�d b� th� contracknr after o�c:rati�ns are c�m��ete ar� a�cordance wi#h �ec#i�n �]A� 48. �. �1# 1�ast �v�o �-�n�h �i�met�� x�-i�ch t�ll cyfir�ders vF th�e c��ting �-naterla� sha�l b� tal�e�r �rorr� e�ch d��s �v�rk wilh th� d�#e. E�ca�ion and jot� r�corded on �ac1�. �Me c�rCinders sh��1 be s�rrt to a�ertifie� t�s#ir�g la�orat�ry far #e�iin�. A c�mpre�siar� test wirl b� mad� per A�T�u1 �78�, ar�d t#�e r�s�alts v�Ral be �urn�sf�ed t� �h� ��gjneer �rrd �wner on req�sst, D. h+1EA�UR�M�C�T �1ND PAYM�NT ��yrne�t shaki �� based r�n #he �or��ra�t Unit Pri�e �e� v�rti�al faok rr�e�sur�d fr�rr� xh� tap �f �rie car��€ o� #laktop to #h� #o� of t1�e 1��n�h. T#�e �oe��ract U�fi Pr3ce sh�ll �e �aym��t in ��rli �or �e�i��ming tfne woric a�d for furnishang a1l la�or, ��pervisi�r�, rt��teri���, �qu��m�nl an� �ll ��#��ial �esk3ng necessary to compl��� th� wor�C_ �r�uti�g, �F necessary t� st�p ac#�ve leal�s in rr�ar�h��� walw ar�as. sh��� be fn�l�tled Mr� t�e aba+re uni� p��c�. �routir�g of the p��� se�ls. ���rc� an� traug�, and 1�w�r p�rt�on o� a p�+�i�ular rr�anhalc�, ff ��q�ir�d b� the �VI�fIFlf}E� F�$r1�i11I1��1�T1 �ct��d+�1e or require� �a b� tkon� by t�r� Er�gin���, s�a�l �� ��Id far s��a�ateMy at #h� �a�+tra�t U��i� Price. DA-'�� �N'CE,F�IOR �41A�F�H�L� �O�TIN� � SPRA�* WA�.L �Y�TES+�: �1. C��1�I�L 'I . 5c�pe �h�s ��ctl�n goverr�� ail w�rk, m�#erf�ls ar�d t�st'tn� r��u�re� f�r th� a�p�ic�t��n �f lnteri�r rr�anhvie coa#�ng. i���r�o�es ��sagnated f�r int�rl�r cr�a�ir�g ar� listed o� th� tN�n��1e R��ab�lllax9on �ch�d��le. lnt�rior rrra�hol� �oak9r�g �ha11 meet tl�a re�u+r�me�t� �f �i�ls �e�t�on vr af �e��io� D�-'��, DA-�'i, D��'t�, �r �A-��. �. ��script�ar� The �c�rrtr�ctor s�a�l b� r�s�or�sib�� #or th� furr,ls#�Ing afi aGl labor, �uponrisson, rx-�at�rf�ls, e��k�m�nt, ae�� t��tlr�g req�lred F�r �k�� co�p�etiorr of interi�r �oating of rnarr�nl�s tn a�cor�an�e wlth the �or�k��a�t Do��ments. 3. A+la�tiuf��turer� Rec�mrne�dations Nlaterla�s. mix#�ra r�k�os, and �r�c�d�fe� �till�ed ��r �I�e co$#anc� �roc�ss shal� �e in ��or�an�e wCth m�nufacturet'� rec�rnrnenda#ia��. 4, {�1an4�oies M�rrhol�s la �e �oated ara of br��k, �lo�k, ar c�n�fie#� constfu�ti�n. A��k mar�h�l�� s�r�l� hav� a rrti�imum of or�e-ha1€ (1f�) �r�ch sp�c}��t� c�ment-basa� coa#3�g r�r��ee�al ,.. ,,_., ! p���-5� PR�I.�MI[V#�R�` - f�� I�1T��IM R�1fIE1�! QN�Y - IV�T ��F� �D�I�TRU�7IDN ��t �IDDkI�Cs �'�I�T �� � ���ITI�AI�IL ����lA�L. ��1�!]ITI�I�1� �� B. h�AT�f�CAL� � . �cvpe � _ ,.�.,� : _ L�,L� �.:se _ � d. S {(�u�d�x Q�A-'Is a� I�ellnar �S�) s�r��r�d o� tro�vell�� oe� c�atf�g aver #he o��g�n�l int�rfor s�r#ac�. 7his sect�on g�vere�s t�e materfai� re��ie�d f�r �omp��#��r� of ir�te��r ����ing of ma�h�f�s, Ir�f.�r1�f �a�tinc� Th� interiar coat�rrg sh�lk �ae a propriexary #w� comp�nenk, '�Qp pefcenk solsds, rigi� �olyur�#h�ne s�st�rn d�signai�d �s �pray WaCI as �t�ar�uf�cku��d by ��r��rroq, In�, Sp�ciaE�y Cemer�t T�� spe�la��y oa�ent-bas�d ���ting materC�l sk�a11 �� �Ikk�e� {,��a�ex t�h�Y�i� as rn�nuf�ctur�� f��r Qu�dex, Inc. ar f�e�En�r ��P as manufackur�� by �ta�dard ��rnent �1+ia��n�ls. ��te rl a I I�� ntl f��a�l ofl Th� inter�o� n-rar�F�ole �oat�ng ma�eri�1 �prayecf �r�ko the s�,rfac� �f tl�e m�n���e sC�all b� a�rr�t#��n� r�sin sys��r� f�rmulat�d fa� Sh� a�plic,��aar� �� a sani#ar� sew�;r e��f�anmen#, Th� s�r�y s�stem s�rtGl exi�lbl� tl�� p���lca1 p�'op�rti�� �� failc�ws; Pro�e�v T�nsile �tr�nglh Flexuf�� �tres� flexural �+lodulus Sta�d�rd A�TM D-�3� l��7�1 L -79� AS�`M i�-T90 �or�a 1"�rm 1la1�� �,��0 �sl 10,�40 {��i 55�,��0 ps� Mixing �nd Har�dling i�1i�(tn� ��� h�r�dl��1� �f S�?�C121Eky ��rrt�nk knateflal �rtd if��er�Q� CD���C1� rri�tbr��I, wl�i�h may �e t�xi� un�er cer�a�n c�ndKtion� shall b� �n ��oor�anoe wftYr tF�� fecornrr�or�datia€�s �f #he m�nufact�arer and �n su�h a�rranr�er as to m�nim�ze ha�ard Eo ��ersoi�n�l. It [s Ehe �esponslb��fty af �he �antra�#ar #� �rovide �p�rap�iato pr�t��x��+� m�as�r�� #� er�sur� #�rat �����l�rs are ue�d�r uorti#�o1 at a11 tEmes a�r�d �fi� n�t av�il�b1� �o una��horized personr�el or animals, AI! equipmerrt shall b� s€���e�t to the approval af the �ngineer. Dnl� �er��nnel thor�ugh€y �am�Gar wi�h #�e han�l�ng o� [h� �oatkng rrtat�rF�,! shalf pertorm lh� spray �:�ating ��era�lon� �r�d e��ti�� knstallatls�ns. E}�E��.171fl� 1. �en�ral � �Lf' �4 PRELIM1NAi�lf - FDR 1[VTEi�IN1 l�E1�IE�V �NL�( - NOT �OR C�N�TRU�T[ON ��t �IDDIN� ���� �� - ��a���orv��. s�����►� ��rv�i�r�o�vs �a�nl�oie c�ati�g shall r��t �� I�stalled ur��1 seai�r�g of m�nri�l� fr�me ar�tl gr�de adj�s�mer��s, ar pa�tia� mar��o€e rep����n��nl v�h�r� required �or the rnar�l�ale per th� Nt��E��1� f��habilitation �che�ule, i� corx�pEe�e, �_ T�erip�eature CVsarma! in#erlor c��KEr�� op�ra#ioe� shaif �e per��rm�d �t k�mperaiur�s o� ��°� ar gr�at�r. �Jo a�pii�ation �h�ll bo rna,d� v�rhan fr�e�in� Fs exp��#ed withG�r �� f�aurs. �. I�t�eior A+�ar�hol� �o�king a. k� �`he �nt�rfor coating sl�aal }�� app�i�� tv �he m�r�hol� frorn t�� bo##orn af #he fr�fn$ #� the b�r�ch, d�wn t� tE�e ko� of the t�a�gh. T#�� inle�or �oatir�g sh�il I�e �nstaNe� ir� ac�oEda��e wlth tfire mar���ac�urer's r�.commer�datians and #hs fo�lnwf�g prac�dure. �) The surtace shaq b� thorpugl��� ��e�n�d �f �II far�ign rn��e�ia[s �nd rr�att�r. �C�a��ir�� sha�11 be a�ccarr�piis��� �y �sir�g hlg� pr�ssur� wat�r spra}� {mir�lrrrum 35�0 psi at s�ra� tip}, ���ar�ing with m��rialfc acid, d�greas��, or otk�e� soEvents as neec�ed in order t� rema�e any fllrn ar ��sidue or� �he sur����. �} P�ace cov�rs over the inverk to pr�vent extra��a�s ma�terial from er�te�ir�g t�e sewefs. 3� A�p�y � m�n�me�m (�lua�ex Q�-� s c coatkn� mal��ria1. �f o�e-half ('f �2) ir�ch specialty c�rnen� product � Reli�er M�I�� sm�o�h �Wr���e for t�e �ret#�ane �} �pra� the ur�t�ane nnto #F�� m��hoEe waH and ber�chJtrouc�h wit� � minimum #i�icl�ne�� o� '1�5 m�Es ��.�25 inche�). Thici�r�e�s t� b� verl�abie khr��gh ##�e �se of rx��lhods acce�table to t�e �nglr�eer. �� �oat trougl� a�re� w�th special#�r ��me�# prod�c# �Qua�Eex {�h+l-�� or Reline� h��F'}, T��t+ng of �e1�a�iiit�t�cf �lanfiole� a, T�sting �� re�abllix.a��d m�r��oles for wate�ti�i�tn��s s1�alE b� �erf�rmed b� tY�e �ontrac�ar aF#er operations are complet� in a�cord�noe with �ectinn ��1- 18. I� ;�r �,��+}�a; ,�-. f�I�A�URE�+1EfVT A�iVD P�#l'M��fT P��+ri��rrk sh�lE he ��sed on �M� ��n�ra�t I.l�it �rEc� �rer vertic�l fo�k, me�sur�d from �he batt�m �f t�� �rame t� tf�e #op o� the b�n�fn. The ��ntr��t l�r�it �rl�� sliaf� b� p�ym�nt En �ull fiar perf�rrnin� the w�rk� and for furnEshir�g �11 labar, supervi��or�, m�ter€aEs, �q�ip€n�r�t an� m�terlal t�s#ing f�[{+�I��d �� ��mpfet� fhe warf�. �ro�tir��, if necessary� s��al be inclu��c� in l�te abov� �nit �rr�e, �rauting of i�e plpe �ea�s, b�nch and �rou�h, and �ower AS��53 I�R�I�IINI�IAR� - FOFt II�"���tfCN ���k�W �A1LY = N�T FOF� ��tv�TRI.E��i�N OR BIDQ�hJ� I'�FtT DA R A.i]DI`�l��l�l� �����1�►L ���VDNTI��I� p�rC�an of a�arklc�jar mar�hafe, if F��ulre� ��+ N1�nhole l���abiG��tl�n 1�lark �ch�dul� �r r�q�ieed to ba done by lhe ��gir�ee�, s�sil �e paid f�r s�p�rat��� �� t�o ��r�tract llnit P�Ic�. D�#��� iNT�RIOFt MAi�H�3l.� ���Tir�� -�411�N LININ� S�1r�TEM: �1, ��t��RAL �. S��p� 1"his s�ctio� g�verns all �rk, makerlaKs a�d tesking requi�� f�r ti�� ap�lEc�tion of ir�ter��r rnar�f'�aie �o��tr�g. f�ar�hole� d�signa��d for int�ri�r �aatii7g �re �i�ted o� ih� Nfanh�l� Reh��l[it�tl�n �cr7�du��, !Is#e� �r� ��c�l�n l, Gr�terlor rnanh�r�le coaklr�g shall m�ek 11�� e�c�uirerner�ks of th�s ���:ti�n, �r of �e�tiot� DA��10, DA-1'�, Dl�-�2, or �1f���4. �. D�sc�ipkion The �onlra�#ot ��all t�� resp�r�sib€e fa� t�� furr�isl�ing of �i� la�or, su�ervisl��, m�tc�rlal�, �q�i�m�nt, a�r� te�king req�rir��# fot lhe �arnplet��n of in#�r�or ooatfng �f rn�nE�aG�� fn a�oardar�ce wltl� the �ontract Dc►c�ments. �. Mar���ac��rer's f�e��rnm�nd�tior�� iVaa��r��ls. mixture ratKos, and proc�dures utili��d for the �xaating pr��ess shali be R� ac�ord��r�v wlth manufa�k�frer'� r��arr�mer�dations. 4. �1��I�ol�s (�anhflle� ta ba coate� a�� of b�i�l�, bloc€t, or conc�•�te can�truction. �II rn�r��oEes sha�11 h�v� � mlr�imurri afi ona��alF �11�) sp���ally �erne�����s�� �o���e�� ma#erlal {Qu�d�x Q�-9s or ��Ilner P�l��P) s�ea�+�d or tr�w�lled �r� �aatinc� ov�r �h� orEg�nal inleraor surf�ca. �. �I#��`���AL� �. �co�e T�r�s �e�klor� �ou��s th� m�t�r�als �'��uir2d �dr �oi'�pEetfo�i af fr}i�ric�r �oa#i�ic� of r�ar�l�ales, �. Irr�erior �oati�r� R�vc�n U1tra �iigi�-�uiE� epoxy �oati�g, a two-gart e�oxy r��i� ��+st�m us�ng 1�0°lc s�kids based epvxy bir�der �+fth fi�r��s and t�ake fllk��s, Es mar►��a��ured b� l�av�r� L.fr,lr�g �y�tems �11d d�si�nmked as i��ven ���. 3. ��e�falky �er�er�t �`he �p�cl�l�jr �errt�nt-based co�ti�g maker��l sh�ll b� �ither ���dex Q�1-�s a� manufa�t�eed by C�uad�x, Inc. �� f�eliner V1rI�P as manufa�tur�d �y ��andard Cernent N�at�rt��s. si.}/ _'��� u'F � f� ��'r AS��5�4 F�I��I�lM�C+11�FtY -��R IN7EF21M REIfIEW OIV�.Y - N�T FOF� �O�V�TFtUCTIOF,! OR BfDDIN� .�- --- ---- ----- - ----- ----- - --- — -- - ��1��r a�► � �►��t����i�� ������t�. ���v�����r�� �. N�ate�i�IldentlFcakion �on��actor� w�ll com�l�t��y I��r���€y t�� types �� gr�,ut, rn�rtar, s�alant, a�d�or roa� co��tr�1 chemical� ���p���d ar�� pro�icie case hlst�ri�s of suc�ess�ul �is� or d�f�nd th� ch��ice af grvu#Ing mat�r€a�� #��s�d on ��r�n-Ei�a1 a��� }�hy�sf��1 proAer�ias, ��se af appl��atlon, �r�d exp��t�� p�rfarm�n�e, T��s� grc,u#�ng r����rGaas �hall �� compa�lble v��El� Rarr�n 4�5 ie�terior �oaiing. "The �ntractor �haU b� r�spn�s�ble fc�r g�kting ap�rov�! frorn I�avert �ini�g systerrrs a�dl�r th� gro�a� manufac#+�rer� for the �s� of #he�e gro�tin� rnat��ials, � �. Mlxing a�d H�tndlir�� N�ixing and h�andlir�g o� i�ter�or c�at�ng, v�l�1�1� m��r be kox�� ur�der c�er#air� canditians shall be in accorda�c� w�tY� �he re�omrt�er���tia�� o� the manufact�rer �rt� ir� a��� a mar�ner as ta m�nimi�� �azarc� #o perso�n�1. It is �h� r�s��nsi�Fl�ly oF tha ��r�#r��far t� �ro���e appro�r�at� protec#rue meas�re� to �nsure th�t ma#eri�ls ars +�nde� co�ttr�l at �I� #imes �nd are ��t av��labl� t� unauth�ri�ed �ersor�ne€ �r anirr�a]s_ �II e�}�'rprnent s�r��l b� s�,��e�k to the ap�rov�l �f the �ng��ee�. �ostir�� sE�a11 b� per�onrr�e� or�l� b�r c�r#�iled ���€ica#o�s app�aved �y #h� rr��nufa�lurers. �. E?����Ti��! �aneral P1+1ani�c�l� �oat�ng sra�� na� be perforrned ur�til sealin� �� rr�an�tole fram �far�� an� g�a�e a�j�s�ments, partEal �-rrar�hol� rs�la�oerr�er�E, r�r�ank���� grou�in� �r s�wer re�[ace�nentfr�pairs ar� c�mp��f�. �. Tem�eratures N�rrnal l�iertae c�at�r�� c���ratlan ��aE1 be perForrned at t�mp���t�«s of 4�°F or �teater, AI� applkca#ion s�al� be mad� when �rsezir�g is exp�cte� wit�in �� hour�. 3, Ir�teri�r fv��r�}�ole �oati�� �. ?�+lar���t�s sch�duled for inte�ior �oating a�ro shown �n th� h+4anhal� R�ha�ilitatio� �chsdul�, T#�e �r�t��1o� co�ting shall b� ap�l[ed t� ��e r�at�h�1� ffo�n th� batt�m a� �l�e mar�i�ol� #�am� to �C�e baricF�ltr�ug�, i��lu�i�g #F�a b�r�c�llfa�gh�, �. The iflt�riar coating s�a11 be ir�s�aCl�d in acc�r�an�e �,vit� ik�� ma�ufac#urer's r�comr�endat€�ns and t€�� foliawle�g proce�ur�. 'l� Tt�a s��fac� pr�p�ratiar� �ha1C csar��ly wit� ih� r�quir�rx�er�ts of �e�tior� DA�9, ��1RF,��E f�F��PAf�ATI��I F�� [1+1��lIi�L� i���TORATI��I, �} Ap�Cy a minim�m of ona-hal� �1l�� in�h speci�fty cerrt�n#-b�se� praduct (Q�,a�ex QN1-9 s or ��iir��r M�Pj smoo#h su�fa�� for tMe urethan� c�atin� mat�rl�1. ASC-�� PR��lMIh�A��2Y � F�� INTERI�+1 R�1JI�VV QIVl.1l -�#�T F�R �Oh1�iFtUCTION �f� ��DDkhl� P�IF�� DA » �►DD�Ti��AL �l�����L ���1DiTl�h�� _ �� �t�� s�rfar.e �rior t� ��p11��t��n ma}� �� darnp b�t sha11 r�at h��e notic�abl� fre� wat�t dropaets s�eping or r�tnning wak�r. �+iater��� �I��II �a spray ap�lae� pe� m�n�fack�,r�r'� re��mmen�a�lon� wi�h a rninGmurr� #l�I�lcn�s� of 4�5 rnils �E},��51r�c�r). �} Aitar tl�e wa11� ar� c��k�d, th� w�od�n bench �a�r�fis sh�fi �e removed and ih� b��ro�h s��aye� to th� sarn� �vsra�� ar�d rrrl�irnum thlcl�ness as r�r�uir�d �or the wa1C�. 5} Th� f�r��� appl€r.�tion sha11 h�.v� a rninir�7urn of thre� (3} f���r� cur� t�rne �r be se� hart� tv the t�u�h, t�efar� ��in� s��je�teri t� a�flvo �low, �) �io ��plicatior�s s��11 b� ma�e ta fra��n su�ac�s or if fr���}ng Is exp�cked to �cc�r In s'rd� lhe man�ofe wllhln 2� ho�rs �fter applic�ti��. �4. iestie�g �f Re�ab�ll#a��� h��n�o�e� a. �f#�r th� e�oxy I�ner na� set (ktard ta to���+}, all visibl� pinl�oles sh�IC be r�pair�d. Repalrs shaEl �e m��� �y Ilg�tiy a�r��ing th� surfaca ��rd bru�hlr�g the 1Enan� r�ater��l ov�r t�r� a�rea. AEI b11s#�rs anL�! �viden�� of un��ren cvver sh�lt be �ap�lred accor��n� to t�� ma�r�f�ct�r��s r�oo�nmer�d�tln�as. �pak �h��k of coatir�g tF�i�k�a�s may b� ma�� by �wn�r's R�pr�s�r�ta�tiv�, �nd ti�� ��n��ackor s���l repair t�r�sa ar�a� as r�quir��, at no �ddiki�r�al �:asi ka the �wr���. b. Tast�r�� of r�hat�k�i�a#�d m�nhal�s iar w�t�rtl�htness shail �� {��rf�rrne� by th� �ar�tr��t�r �ft�r opa�atiarr� ar� �arn�f�t� ln acc�rdanc� w�th ���tlon D�� '48 �1���UU[� T��71h1� �� REWABIL�I'A�`�D N��,fVH����. C}. M�A�L�R�h+ti��1T At�b P�#`�h+t�NT I�aym��# �hall be t�esed �� tha �or���act l�nl� P��ce p�r v��rkic�l foot, me�sured froGr� the bokt�m of the �ram� t� �he top �� t��e b�r�ch, Th� ��nt�act lJnit P�i�o shall b� payrr�ent In iull fa� p�rforming tl�� v�a�k and for fumE�Y�ir�g afl I�bor, sup�rvls��rr, m�teri�,Cs. �q+�r�rne�t �1f t�sttn� ne��ssary to cofnpl�t� the v�+�r4c, Paym�n� �or grt��tin� of pi�e s�als, �er�ch and Irough a�r� m��l�s�l� w�l�s sC�a11 be ba�ed or� t�e �antra�# Urrkk Price �ar �acn rn����of� ac��ati�r gra�#�d. 1]l��'�4 INT�RIOI� 1�4ANH�l.E ���#��h1fi; ��R��►��ST �1f�7��VF 1fh�ITH ��0}CY �.�h�ER: {�. ��IV��t Th�s sect2�n pre��r�bes #h� n�ir�i�4�m s�and�r�s f�f th� s�,fe and e�fi�ient r�habil�latl�r� a[ s�wsr �lr�ct�r�s, �t�l���ng Perrr��cask with �Qoxy �In�r. 8, MAi��IA�� � . l�eak Plugg€ng ���'� �IS��56 PF��L.IME�iA►1�1� - F�R ISVT�RIII�I I��VI£iN ��1�Y � 1��T FOR ��NSTRU�'Y'I�N OF� �Il�I�ISV� ���� n� - ���N��orv��. s������. �an�ai�rio�vs i.ea�t pl�,�ging �f k�e sam� or great�r strenc��h than #1�� L�n�� R1+1ix �r���or cherrti��� �ro�,ks may ba us��J. �f wator p�essur�s are sav�ce, th� oantea�tor rnay drlfl r�lief �o�es �t !h� bot#�m +�f the €-r�anhoE� wa1� t� conce�lrake k�e [eaks bei�re pluggln�. �. P�t��ing M�x 11�€ds which �av� r�ot com�rorr�ised tt�a sir�ctu�� in its ov�ralf s�un��ess m�sf be f�lled �riar to Ilnang wilh ��ter���� af #h� sarr�� ar ��eater strenc�rh tl�an tY�� Lfner Mix. 3, L.�ner it�Rx �hal[ be d�ns�l�r �am�acked, Relir�er Mi�ro�ali���e ceme�tt rnflrt�r, t�uad�x C�lu[-Is �n� C�uad�x Excel cern�r�t mork�r, �r a�p�oved equak, ��pli�d �ar�ifarmC�r a# a minim�rn #[�i�kn�s� of f� ir�ch. �iner �I�x�s shali ��t�in strengt�s as follaws: ��rnpresslve A��k1rl �-��8 Flexu�aE AS��1 C-�95 Elas�icity A�T� �-489 �� HOlJRS 28 DAYS ���0 psi 'f �,��Q p�i 6�0 gsl 800 �s1 1 �O,OQ� �si 9,`I50,0(�Q �si It shall �e delive�d in fa�nry prep�r�d ��ckag�ng sulla�fe for mfxir�q wi#fi� ]ust �I�� addi#ic�� �f �iean water in tl�e pre�crl��d �osage. No addltives �h�El b� �s�� �t th� s�k� witl�o�t p�or ��praval. Ali vis�ble l�aks m�st be �I�gg�d priar ko ��plicatio� of th� cemen#ikEo�s lin�r with quick solting, non-shnnk h�draullc o�rr�ent rnortar_ �. EX�CEJ�I�N 1. i�llxing 2, 3. � �r'x�i,�� 7he man�fa�tt�r�'s pu�lrst�ed techna�aa s}�e�ifi�atE�r�� and dire�ti�r�� f�r �rrapa�tio�in� �n� rrtixir�g st��1i be ��ri�tly folfowed t�� the certill�d �pp1i�2��r. �q�i�m�nt E��lpme�k �hall be a� re�omm�nd�d b� the m�nufa�tur�r to ensur� �r�per mixir�g ar�d pumping oF the rnoekar an� sM�ll be �1��rt �nd ir� g��d u+arkkn� ord�� according �o the man�fa�tur�'s p�bltshed re�ornmer�dafiorts f�r sa�e o�er�tlan, Qr��y f��tory �ert�f�e� warl�ars sha�G ���rat� wi�� a car�#r�l�a�le ra�rieval r�et�o� shal� be used tc� prvd�ca a unif��m ar��! d�nse �p�rli��ti�n wi�hout tE�e n�ed to trowef whlc� r.�n 'we�.icen #he mortar. A�plEc�tian ��ce pre�ared, #he appkication sl�ail c�mm�nc�, in accord wr#h the rnanuf�c�urer's r���mrner��e� p�acedur�s ar��l f� #�r� pres��c� of the �wr�er'� Enspe�Eor in a sin�le ���lic�ti�n to #he pr���rlb�� th�ck��ss �1�� Irrch ar gre�tor} wi�h�u# de��y ar ink�rru�kion an ��d�r to produce � r�nifarrn an�i manollthi� lin�r. h��,ltopf� la�ers uvi�h �1S��57 PI�ELIMINARIf -��R INT�Rfhl� R�1f�E1N QNl.Y � hl�T ��R �O�1ST#�l��l`���V OR �IDI�I�1C� � PAF�T ��11- AD�1Ti�1��4L ����M�� ���V�IT��N� �. time betw�en for dryi�� ar� r�o� allow�d co���a� #a provank air d�yi�g. T�s�ing & lleeification Orrce ��rr�pl�l�d, tha rna�h�1� s�a�l �e Testir�� �f re��hilitat�d �n�nhal�s far w�,tvr �rgl�t�ess s��f! be p�rform�d k�y �h� �anfracko� aFt�r op�rat`ror�s ar� com�fet� �r� a�cart�ar�c:e �+��� �ect«n I�A��1�. Tf3e o�vr7��'� �nspe��ar shall �erl�j th� thi�€cness w��E� � w�l gauge. �n� ar�a �ou�d to I��s i�a�r ��� mfnlrn�rn pres�rlbe� #Y�lc�Cn�s� �Y�all re�ult Gn t�e minlrr�t�m pre���l��d ihiCkr��SS Sh�ll re�Ult Ifl lh� Cr�'G��7�d1�#� f�lIC11C1g �� #�1� �I1if�� C�t��t��. Twck t�sl cu�es sha�l �� ma�� �rorn ea�h cCa��'s rr��x ��r� tested for stF�n�ti� �r�riflc�ti�n. ' �ORF���10N PR�V��}TI�fV h 2 �. �. s} �� F're{�aratio� & �roce���e TYte liner shall �� appl�ed t� th� �r�par�d ir�k�ri�r �s s��c�filed in pF�o��d€ng s�ckions �t 'l� i�ch ti��c�Ce�ess. F'r�te�tiv� �c��ti�� Th� pr�tective ��at�ng si��ll be ��C�O�Io �oiid� �p�xy w1ki� r�o v�l�liae arga�ic co����our�ds and wi�l#� in c�lor to optlm3za vis�,ai i�spe�l�on, �ir�irr�um �hys�cal pro��r'�ies sY���� be: Wa�dnes� 7��sf1� �trenc�th �ompressiv� �tr�n�t� �I�xural �tr�nqth AS�M D�2240 �5 51�ore C� A�TNI I�-����� 'E0,�0� psw 1�SiNt [}�6�544 1�,{lQ� �s� ASTM Q�7�0�8T � ,UO� ps� Ck s�r�l1 b� un�formk}+ spray a��li�d �r c�nt�iiuga4�� cast onko �he fr�sh mortar b�for� n�w b�c�srlal growk� can c�n�amie�a#e lh� �rn�or�yinq m�rtar. ft �hall f�ave � r►�Gt�i�un� tY�«k���� of 1�� �`nlls �nd ���I� n�t run or �a� durir�g p��ce�ment, �af��y If ��r���r��1 are r��uleed to �nt�r th� contir��d �pa�e c}uring tk�e ap�llca#i�n pr�ce�u��. ��ck� and �11 �SH� requfromeflts as weal �s #has� require� �}+ the m�n�rfacturer's rnaterial safet� data s�eets sl'�alJ lae c�m�[€ed w��h ��,�ly, �e�#s�g & V�rlFica#i�n The lnterl�r sha11 �� vis��ally lns��cted fc�r th�r�ugY�ne�s of c�v�r�ge, 1Nhen d�y ta the iouch, the enkir� in�er'ro� sh�ll b� k�s#od witl� a Tk�ltor & i��s�r h�l€���r da�ackor at the pr�s�rl��d va�ta�� tc� v�rl[y ihickG�ess and locate �Ir��aE�� if a��. ����iencles sh��l b� Immed��tely c�r��cked an� r�t�sl�d. IqS�-58 P�E�IMINARY -��F2 lh�TERINI l��111EW DNLY � NOT FDR ��N�Tf�U�TI�N OF� $![�D11�� ��r�� v� � �a��i�ior���. s������. ��r��ti�Mor�� E, �l9�A�URE�+1E�iT �1h1D P�Yft��N� Paym�n� ��al� be based �n tkre �ont�act Unit Pric� �er ver#ical fo��, measur�d �r�rr� khe bottom af the frarne to �he �op of #ho ��nct�. �h� �on#r�ct Uni! �rlce sh�1l be p�yment iGti Fual f�r parf�rm'rn� t�� warEc a�d f�r ft�rnishing all la�a�, supervls��n, r►�at�rial�, equ�pm�nt alE t�s�in� nece�s�fiy tr� �omplete #h� workc. Pa�+ir��r�t f�r t�r�utirt� af pipe seals, ber�ch and kr�ugh an� , m2�r�ho�e w�11s ��a�l [�� based on the �onkract �1r�il Prk�e far ��ch ���i�o�e act�aqy grouked. DAR'�� Ii�TERI�R t41AN}#OL� �(JATIN�-�TROl����EA�L-SY�7�M: A, ��iV�f�A�, 1. ��ope: l'F�is �o�kE�n �ov�r�s a€k w�r4�, rna#eri�ls ar�d #esti�g rsqulred for �F�� �p�ll�a�ian o� ir�tefior r�a��o1� c��t�ng. h.+la�rh�l�� da�iyn�ted #ot interG�r co�tle�� are liste�l in #he ��nhol� f��h�bilktatio� �criedute, Iksted �n F�art 1. lnta�iot manf�ole coatin� sha11 i��eet tk�e requiren��nts �f this �ec#�o� or �f �e�kian D-�7, D-�� at D-�0. 2, D��cr9pfior�. Tt�a �vnkr�ctor s�ra11 be respons�bfe �ar #k�o furnishir�g �f a11 Cabor, su�ervisin�, rrEaterial�, �a�uipment, a�d tes�ing rer�uired for ih� cornpl�tion of ���erlar c�aki�� of rnar�hole� in accor�an�e wi#h th� �ar�trac# Do��men�s. 3, A+1an���ac�urers F��c�rrimend�tRon�. �I+i�t�rials, mixt�re r�kios, and �r��edures ul�li��d #�r the c�aling process s�all b� in ac��rdar��e w�th manufacture�s re�c�rrkme r�d a Rio r� s. �k_ i�ar�fi�o�e�. fNa�l7ale� tv �o coaked �r� �� br��k, blocPc, �r con�r��� can�tr�cttc�n, �ame rrr�nl�o�e� may hav� a cernentlti��s spr��red �r trowelled-ar� co�t�n� over t�� ori��na! ir�kerior ��rf�ce. �. f�1�TEF�IA�� 1. ��ap�, Thi� sect�on govern� tE�e mateeials r�qulred fo� c�r��letj�n a# ir�tsrlor coating �f mar�rioles. �. l�rte�Eor ���lar�g, Slrc�nt�-���I ��+�t�rrts S�t�-�.A , fact��}+-bi�nde+�, �em��t-based , �Ibef-��Ir�#orc�d c�atir�� as manu#aclur�� �y �trong����l �ys�ems �f Pin� Bluff, AF�, iVo rr��tariaa �other thar� �I�ar� p�t�b�$ water} s�rall b� use� wl�h o� add��i to �#rong-��al iN�R�A wj#h�u� peior ��prav�l �r rocomrn�ndati�� �rc�m �tr�r�g-�eal 9ystems. 3. Nlatee��1 ��ontificatlor�. �antrac#�r �i�al1 �or�pE�kely �der�#If� th� ���es �f grc�uk, m�rt�r, p�tch�ng compo�nds, s��Eant, a�n�Jar root con�rot �}�em€�als �se� �r�� pro�+i�i� cas� hkst�r��s of s����ssful use �r d�fer�d th� �f�oi�� af grouting rnaterials ba��d on �h�mi�al ar�d �hysic�i �arope�tie�, �ase of appllc�twon, a�d exp�cted perFor�na�ce, to th� �atjsfact��n of t1�e �r�gl�ear. � - �s���� �R��,IA�INI�R`� - �OFd I#VT�RfA�1 REV]EW DI��,*� - N�lT ��F� ��N�TRU��'I�N D�2 �II�D[f�� PA�T ��l - A�D��'1�1V�4�. ����1�1�. ��IVL�IT���Ia �4, Mj�c1n� �rrd k�lan�lie�g, l��ixi�� �nd handf�ng �f in��riaf �oa��ng, wf7ich rr�ay b� toxi� und�r cor#ai� c�r�dikians, shall be �n �cc�r�anc� wi�h kh� r��omr�e�da#i�r�s �f t�e re�anufactuf�� an� Ir� ���h a mar�n�t as to mi�iml�e ha��rd �o par�o�nel. kk is th� resp�r�slbGlil� of th� �ankractc�r ta provide a�p�ap�Eak� ptolec#tve rn��sures #o �r�sure #i�at makarlals �r� unr�e� cc�ntrol a� a�ll �Irnes an� are not �vaila�lc� to �na�uti�ori�ed �er:�onn�l �r anir��a��_ �qlf �q+�ipmen# shati b� s�+�je�l lc� i#�e app���r�l �f tk�� �n�inee�, Or�ly p�rsone�el k�7oroughl� �amlllar wit� the han��ing a� th� �o�ling mat�rial s#�aCl �erf�rm tk�e c�atin� �p��atiar�s. �, ����LJ�'lo�l: �er�er�l, M���h�E� �oatin� sf�a11 not �e p�rform�d �nfl! r�placarrtienk af rr�anhofe covers, s�ali�� of manhole fram� and �ra�e adtustm��ts, �a�#la� manhoae replac�er�ent, �t �or��rete caflar ��n�tr��tian is corr�pf�f�_ �, Prellmfr�ary �����t� a� �1G forefgn rrrat�raais sh�11 removed f�om #he manhal� �nt�riar usfn� hi�h �rossu�e wa�r s�ray ��t�inimum 3��0 p�i}, Lo�se ��d p�tru�d��g brlck, r�o�tar, a�� con�rete ��all k�e ferr�c�ve� u�9n� a m�sonry �amrner a�d c�isel ��rd�ar �crapers, Exls�ing rao�s and r�anhol� steps sf�aal k�� r�m�ved by cul�ing �ha�n �" beaow kh� s�rt�c� af tY�e manhal�. . b} A!! ��se�i�d iffti�� hofes, un�ealed skep h�l�s, voids larger #han approxirnately ��o-halt {�f�} inc� Cn #�rl�kness �hall k�a fi�l�d wGt� rapid- settinc�, trowel-a��lierf p�t�hi�g ��mpa�n� prl�r #o s�ray appMicatior� of th� �vl�Y�� coa#ir��, �} �1�tive lea�1�� sha�l be sl��}�ed �sinc� ra�id�s�ttir�c� h�+dra��E�� �emen� �rod�cts �p�cf�ic��l� fo� tt�at pur�os� and a���rdin� to rn�rt�fi�ctu�er"s recomrnendation. �orne Ceaks rna�r re�uifv grouk�r�g to st�� l��e Inf1��r, �ra�,ting shall be �erfarrned in accor�an�e with ��etion �-��. �onla�t 5#ra�r�-S�al �ystems for grouE�r�� re�amm�nd�klans. d} ��ker all repa�r� E�arre �een c�rnplot��1, remove all loaso maf�rFa�, 3. T�mp�:��iur�. �ic�rrn�i lnt�r�o� caali�rg �}�eratl�� sl;all be p�rforrr�ed �t t�mp�ratur�s of 40 Degre�s � or gr�a���, hlv a�pllca�ion sharl bo ma�e vvhon �ree�l�r� is exp��t�a�E w�ihln �4 1�ours. 1f ambia€�t teinp���ture� ��e in oxcess ❑f �� Degrees F, praca�tions shall �e t�k��� to C�eep rr�lx�n� w�k�r below S5 D�f�ss �, usin� i�e iF r��c��s�ry, 4, ir�#�rior i�rlar��oEe ��ating a) TC�e �nkerlor ���ting sF�a1l �e applivd t� t�� manhol� �r��n the ��� o� ��� ber�chf#ra�gh� ta ti�e ta� of khe carbal �r flaf#��, lr�c�udir�� the be��c��tr��gh, b} T�e Ir�fer��r c��t€r�� shall b� a�pli�d In a����rdar�c� with th� rnar�uf�ckurer'� focor�tme�d�ti�ns ��� th� ��Ilowar�g p�acedure, -- ����8� r PR�L.1�111�AR�' -��R INT�RIM R�1�1�� OI��Y -{V�T FOR ���1�TRU��k�N �#� BIUDINC P�F�T L�IA � ��D1�1��]��. �P��IA�L ��N���`��1�� {1j �f�e �ur�a�e �h��l be th�ra�ag�l� �1ea��d ot a1G fare�gn ma#erials and Cn�l��f. �I�aning sha1G b� accor��lishe� k�y us�r�� ��gh p�essu�� w�ke� spray (min�m�m 3�(}0 psi). (�� Pla�e ca�rers aver �r�v+�rl to ����er�� extrane�us matsrial irorr� en#aring t�� s�wer. {�} TF�e surFace pr��r t� appi�ca#ion sha�f �� �amp wiEha��t noticea�bl� free waler dr�pl�#s ar runnir�g water. h+��-�+� ma��r�al s1�a1� ba spfay� applled (u�ing � mar�uf�ct�rar app��v�d ap�li�atfar� r�a��in�} t� a unifo�rr� �[�ickness �f 'E" rnl�Em�m. Trowelin� shalk bag�r� irr�m�c�iat�ly #�Ikawln� tha spra� a�placat€ar�. T#�e trowel�ed su�fiace �f�all �� smooth �rEth n� �vl�ence of prev�o�� vol� areas. �r�} T�e ��plk�atlon sh�ll have � msnirrNum vi four ?���r� (�} c�re l�me b�far� b�i�g s�bj��ted ko ��kive notma�! ffows_ Am�ient can�akians in #he rnar��ol� are ����t+ate ��r curing as long as ��e m�n�to�� �� �ov�re�. ��} T�affi� �ha11 nok �e �afowed ov�r rr�ar�ha�es �ar 1� hour� after re�ons#ru�kRan is c�mpi��e. 5, Test�n� of �e�ab�litatad t�+lanholes a} Test�ng of �e��bil;t�t�d r€�ar�h��es #or wa#er�t���#��ss �1��1E b� ���{ormed by #h� c�rtt�a�#or a�t�r op�ra�lons ar� comp�ete In �cca��an�� with �e�#ior� �� ��, b� �� least faur ��) ���nch cubes of #�� �o�tin� rr���erial sh�IG be taken �rar� �ach �ia�'s work wilh #ha dat�, l��ati�n and jab r�cord�d �n eacl�. T�� cub�s sha�1 be ��r�t #o �t�•ong����� �ysternsr Pine B�uf�, f�R, for t��tE�tg. A com}�ressi�� test wrlN �a m�de a�c�r�i�g to �4��CCvS ��� ��, �nd #fi�e resulRs wi1� be �urnishe� to #h� �n���t��r �nd ��e �wr��r. D. M�A�EJR��I�NT AfVD P�YNiE�1T Paym�nt sha�ll E�� b�se� on th� �or�tr��k kJnit Prlce �ree ea�F� rr�a�rhol� ��at�d. T1�e �v�fra�l Ur��t Prtc� ��all b� p2�yrn�nt in f�ll �or �erf�rmin+� �h� w�rk �nd for f�rrni��ir�g 2�1� labaf, su��rv�sion, rn�t����ls, e�uipm�nE �nd maker�al tes#ing r��c�ssary to complete trie wark, �rau#Ir�g, if n�cessary t� st�� �ctive le�k� ir� rr�an�ole w�ll ar�as. shall be fr��!►�ded in t�� abo�� unil pr�ce, �rautGr�� o� t�� pip� seals, be��h an� troug�+, �nd low�r �ortEon of a p�rti�ula� man�aEe, if r�q�G�ed b�r th� ivlanhok� ��habillkaki�n W�rk �cheduie �r raqu�red ko �e done �y the �r�ginc�er, sh�a�l be paid for separat�l�r. �A�1B R��ID �IBE�t��AS� 141AIVW��,E �1�fEf�� : A, ���1�RAL Thks I#�m shall gavern the furnis�Gng �r�d insta€latiar� of r€�ic� fb�r�}��ss Ilners In exisiinc� bra�k or conc�eke rr�anh�C�s. '�fie manhal�� to �� �ehabllltated using fib�r�lass lae��r�, and = A��-6� PR�I�IM�N�#F2Y � FQR Ih��ER1M REIIIEW ��1k.Y ,1��T FDR �{�h1�TRU�TIDSV DR 81�]DIN� ���T �� - �4D�I�I�IV�4� �PE�lAL ��NDrT�C}�� th� ir�t�r�of dGameter ar�d de��h af �h� Ciri�r �r� Ilstertt in tho �.rlar�l��1e [��h��ili�a#ion �ct��d�l�, Th� I�cati�ns o� �hes� rr��n�oC�� are shawn on tE�e ciraw�r�gs. F�igi� Fiberglass Lir�ers shap! b� �� �rr�nu��c��ur�d !�� L.�. �v1an����ct�rir�c�, In�., of �J�dings. T�xa�; Ass�c�ak�d �ib�rglass En�Er��ars, �f For�t W�►rEl�, Texa�; �r approved eq��l, Th� �n�kalaafion at each rnan��le s�al� Enciu�e the pr�par�kian �f tE�� exlstfng rr�a�ni��1$ to rec�iv� th� fibergla�ss 11r�er, instai3ation of tM� Il�tisf, �routi�g the ar�nuiar �p�c� be�we�n ihe ��cislar�g �tr�c#�r� �rrd #h� line�, �nd ba�l�f���n� araund tY�e naw f�b�rgF�s� c�rb�E se��ion. B, h+�AT�F�I�I�� ��neral. F�b�rgras� ��jr��or�ed �nEy�ster manho�� I����s s�a11 b� rrtar��fa�#ured frc�m �amrr�erc3al grad� p�lyester resln �t� vlr��i �sker r�sln, w��h fibetglas� reirr��r�em�n��. A�I iin��s si��lf �eek t�e requi�arr�on#s of �l�7Nf D375� �fk� ��'115 spoct�tca��an, �ill�r�, w�en u�ed, �h�[1 �e Cr�ert t� #f�� �r�rrir�n�er�t, Th� fi�ergl�ss sk�all bs suiEable for atm�s��reres car��a�n�n� hy����c��r� sulflda ar�d df�ut� sulfurl� a��� �s waEl as o�her gasses �s�o�€a�e� wit#� v�+ast�wa��r �oll�ctior� s}�sE�rr�s. �, f��€r�forci�g. Th� r�ir�f��c�e�g mat�rial� shall �e cornm$��ial grad� � ty�a glas� Err €h� io�rn o� �or�ti�uo��s r�ving a�cl ��o� rovin�. Th� �au�lln� ag�nt �r�ll pr�+rl�� a ��i#ab�e b�nd be�w�en ine �l��s re�r�for��rnents and #�� resfr�. �. C1�.51�� R��L�IR�M��}T� �Aar�hol�s sha1E hra�re suffiic���k s�rengti� fo �rkth�tarrd �n AA�H7O FI-�(� ��+namlc Ic�ad�ng. This s�ala be v�rifie�i �� �c��ptablo test r�sul�s p�rfoemeci �n a�car�lan�� w�th th� re�e��nce s#�nd�rd, �. �'h� m�nh��e c�r�in�e� and th� h�mas�heri�al �od�c�r (cor��l} sh�1G be preass�mbl�d at th� f�c#�ry inta a rnon�l��hi� ��jk �y ovsrf���n� Lhe joEnt wi�h� Cibergla�� t�elnf�rc�d r�s9n to a�hi�kn�ss ��u�1 �o p� gr�ater �a7�r� t�� w�ll kh�€c�C�es� of tk�e c�Car��er. Fle��! ��ir�t��g �� �ot perma�te�. ��rbel seck�on �ha�1 be c�r�r.en�ric wi�h respeet to �he lar��r cy�lr�d�r, �r�less �therwj�e �ppr��ed by �he E��lnc��r, �. Tri� m�t�hole �y�lnd�r sl�a[I hav� ti�e r�i�r�r►um pG,�e stiffrr�s�' values �h�wn In the t��le i��low �+h�n ���sted Iri a�cardar�c� wit� rhe r�f�r�n�e s�ar���rd: �.�n�tfi - Fl, FlAI' - F's� �.0 - 6.� O.T� - 7.0 - ��.5 �,�6 '4�.Q � ��,� �.�}1 �'f ,4 - ��.� 3.�� ��.0 - ��.� �,�� �. L���mot�r tolerance, lnslda �9arr�eter #�kera��es �1��11 b� +�lY '�#lo af ik�e r�quir�d �r�slde diarr�et�r. � A����� — �F��LEtI�iN�F�1� -��I� I�#"C��21{� F�E1llE1N �N�Y - N�T F�Ft ���+1�TRll�TIO� Q!� BIC3DIN� P��tT D� - �#C�DIT��1���. SP��1�1L ���11DITl��I� �, U1l lr�hibat�r. The e�t#erior ��rfa�e �f tk�� rrt�r�hole Hner shatl be UV-prok��#ed �sirtg 9�Y P1Jm�n�� in th� resin. fi, lnter�or �urfaci�� �lateri�l. Th� i�r�er s�rf��e �x��se� tc� the sewer er��aro�r�en� shal� be a r�sin4r�c1� �a�ar 0.�9� �a 4,��� 1n�h iE�lck F�llaw�d b�r a m�nE+�r�um of 1wo pas��s of �hop�r�d ro�ir�g �� mlr�imum ����th �.� inc� fo maxirnum 1er��tl� af �,0 i��h. a�p�ie� un�formly to ar� equEv���nk in�c�i�t�t of � o�,Jf#�. ���h pas� af c�o���d r�v�r�g sh�l� be w�ll r�il�d prior ko t#�e �ppla��t��n �F adt�iEr�nal rolnfarc�mer�t. Th� �arnbi�ed ti�ickness of the inner surfa�e and ir�terlor layer shal! not be I�ss #�ae� �.1 U inch �. The �n�lre fib�rglass ass�mbf� at eacY� m�nh�l� sh�ll b� fabricate� sa kt�at no� ��ee than xw�l�re i�c�es o� c�r�cf�te a�Justar�g r�r�c�s w�ll �� requi�ed io brfn� tE�e ivp of tl�� marihaE� fr�m�lc�ver #o ti�� req�lred �Eevatior�, �. C�EAN11�� 'l. �ov�rs (scr�ens} s�all �e pl��e� �v�r #Y�� pipe ir�v�rts to prev�nt extraneo�s rnate�ial ��orr� enterlr�g ti�e sewer sy�tem, �, E�ist�ng r�o�s and rna�hole �te�s shaf! b� remav�d �� cuttlrrg therr� fl��h witF� �ne mank��ls +u�rl1. 3. AEI foreGgn rn���rials s�all b$ rer�o��d fra�� �h� manl�ole w�1� usinc� k��gh pressure wa��r s�ray {���� - 40�� p�r�. �iea�ang equip�neret s��11 Y�ave a pr�ss�re ga��e that indica�es �he wate� pr�ssu�e bei�� use�. E. P���.If�11h,1AF�Y F�I�F'AIE�� 'l, A�ctiv� leal�� sl�all be �t��pod u�ir�g �tty-ap�rove� �roduc�s specl#�c�lly formt�lat�d for �Y��t p�rpose and ac��rding ta �na��fa�tu�er's reoornrn�n�at�Eoe�. S�rr�e I�aks rn�� �equ�re ex#erior �roukRng �o �t�p the rn#l�w, �ro�tin� sh�l1 be par#or�e� k�� acc�rdar�ce wilh Secklan DA-� � - �F����I.�F�� �R�I.��Ci+,1�. �, �4ft�r �1C r�p�irs h�v� �e�r� �ompleted, all [o�s� rna#�rlals sk�all be r�m���ri fr�r� tt�e manhol�. No ma��rlal �h�ll b� a�1�w�d #o �nt�r #he s�wer syst�rn. F. I����I.LATi��i PRO��pUR�� Exc�vate aro�nd t1�� to� o� the exiskin� rnanl�ole and rem�rre tF�e m�nh�ie frame and cc�vver, �r��� or �oncret� �dJus�m��l�, �nd cor��l ��c#aon. �f tfn� ex�s#�ng mar�fi���e is po�red con�ret�, the corbe! sectio�� shail �e r�mo�ed usir�� rne#�ods +uhich wiil n�t ��ma�� #he low�r rnar�h�ka bart�l. Bric�C ar�d p�e�ast �oncret� corbels shall b� r��nov�d t� �h� ��p �f the m��hal� �arrel ����ion A�te� �I�a�nln� and pr�llmir�a�y repairs are com�lete� ar� #�e �xistin� rr��r�hafe, �he rkgld flba��Ea�� flr�er �tr�ll �e insta�le� in acc�rdar�ce wEil� dhe �onst�uct�on d�awings. �+�e ��ttarn of #fi�� ma�hoEa 3rn�r shall b� �ut #o �i! the �xis#ing manhoa� base and pip� �r�t�an�e�, �u�s s�ra11 b.e ac�uratel�r mad� wit� a sul�a�l� power saw, - �Fl��-fi� � P��L1MtiNAR1� - F�t� 1NT�R1�11 KE111�W DNL� �[V�T F�� �ON�TftU�Tl�h! �R BIDDI�1� [��4�7' �� � �DDiTI�f��L. �PE�l�L ���D1T���1� C. `�h� m�nh�le lin�r s€�all b� ��were� �r�t� th� c�x��ting ma�1��1� 2�nd set E�rtc� we4, �Eass D �o�cr�t� rr7Ex or� the ber�ci�e�. A goo� b��tom seal shatl b� �b��:f�re� i� �r�er to pr�v�nt lvss �f gf�ut frorn t1�� annul�r spa�cc� be�u+eer� th� ouksld� af lhe marx#�ore Iln�� ar�d tk�e Er�teri�r of t�a ex�s�ing rr�ar��loC�. A 6-i�ch lift �f ���c�-��tling gr+��t sh�ll t��: �fa�d ab�v� �Y�e f�ltial b�ltorr� s�aC ko er�se�ro ack��u�c� of t�� b�t�vm seal. �xls#ir�g pip�s shall be britfg�� v�ikkti s�art le��glfi�� of F'11� �r f��ergl��s �G�e� �r�d sealed as d�#aiEed in �he �onstrucfion dr��vinr��, Tf�e an�ul�r v�3� b�twea� �f�� rn�nt�ole IF�e� and the exlsti�g rn��hole �h�ll b� fl�led wlth a �,��U �sk at �8-da�s stror�gth cer��nti#i�r�s �f��t rnixkur�, �f�e �rout rr�lxl��re st�ati ��ns�st �f Porkl�nd ��ment an�i sand. The a�f��a d�sigr� rn��c �I�owin� �h� p�a�ort��ns �f �acF� componor�t and �drn�xt+�r�s, �f any, s�all b� s�bmi�te� ta tE�e En�ir���r for �pprov�r_ ��llular gro�ts contal�l�g �k�e sarn� m�teriafs as cem��#it[ous gra�t, t�ler���d wii�r �ar�� ge���ra��d aqu�ous #oarn #� fvrm mac�as��p« r��n-ln#�r�onrrscted �lr c�1C� urrifo�mly �i��r€b�xted #I�rougk��ut tfi�� grout rna� also be �����, Foam sl�afl 3�e aricfe� �r�s�t� �}� an experisn��d foam cor�tf�ctor, - AF#er th� �nn�l�� ar�d p�rim�t�r a� tt�� ma�hal� IIn�E �� �routsd, c�r��fet� ad�ustm�r�l rir��� s#�a11 be p��c�d on top oF lhe lina� c�rbet �eck��n to brin� the �rame a�d ��v�r to flnlsh gr�de. ���I �djustment rings ��d �rarrre per ��c#ion ��-S req��ir�m�rrts_ The rn�nhol� corbel se��lar� �hall b� ba�kflEl�d wlth �a�ri ��amm��d�d by th�o �r��nufacturer ar�d ap�r��r�� by t�� �ity, s�afl b� ba�kfilled �s r�qu�ired In �eckl�n �-4�, Tren�� �orr�pac�4on_ � con�r�te cvllar sC�all b� aonstr�ct�� Cf R�h�bll�ka�ior� ��h�du�le. ��' �r�n�l�r m�teri�i �� 7he rem�ir�F�lr� �xca��ti�� ��cc2�v2��ion, Ba��Cfi�l ar�d r�qu�r��{ in Eh� l�lanh�l� T��Tif�C � �1��er th� rnarr�ole l��er lnsta���l�an Is c�rr��Eete �nd �I� �d�u�trr�er�t rf�gs ar�d �f�� frame a��d c�ver �r� ir�st�lled, kh� rnarrfi��ls sl�a�� b� va�uum t�s#eri as r�tluir�d b�r ��ction ��,1 �, 1fA�k�Ui1+1 T��TIE�� OF f���IABILfT,4T�D M#��lH�L��_ Any leakage into the m�nh�ole sh��ll b� sko�}��d. ���l�E�fL�l�l��l►��]�s�'1�.��� 1, Tl�e �onktack tJr�Cf I�r��e far �igfd 17�ergia�s �ar�Y��l� �r�serts �h�11 in�l�de all ��bar, �qu�pme�t, and r����r��l� necessary f�r ihe �c�m�lele car�s�rur.tl�r� �f t�e m�nh�le inseet, inclu�l�n� ��ck�tlCir��. T�re ��y q��nt�ty �hal� be m�as�r�d fram th� ��tt�m of kk�� �Ibargl��s k�a�r�l se�lfon t� th� t�p of the f�ber�l�s� c��be1, F 3, f�a�f«enE fo� ext�rlor geouting of rnanh�le wa�l� ne�essary to st�� Gn��tration �vi11 be �k th� ��r�#r��t Unit pr�r� f�� r���nl��l� grau�in�. Payment for �t�p rem�v�l, furr�l�hlr�g and s�aifn� con�fiet� a�]usting rir�gs and #h� rir�g an� �over, and �on�rete co1lar, v�ill �� at �h� applica�f� �ontr��[ U�rE� Prlc,e�. DA-'17 PI{� L�lV�D �Ohf�R�T� W�L� R��Ohl�TRU�T��N: A. �EM1k�RA� ���,1.4�: '+H f't� �'�� �R�LII�IhkARY � fOR INTEl�lM R�VI�W O�1LY � ht�T �(�R ��fVS�'�2U�TION C1R B�DDI�1� ����- a� � ����YM�r��►�. s����►��. ���na�ior�� 1`his item s��il gaueEn th� f�rnish�r�� �nd fnstall�#ior� �f � pla�ti� lfnar fn#egr�q� ��s� Int� canc��#e c�st wilhGn tna exi�tlr�g ma�hol� stru�tur�. Th� c�ncrete shall harr� � r��frti��! thlck�ess o� �-an�k�c� placad t�y ���ng a� fr�#err�aE forrn syst��n tF�a# �an b� Installad +r�itl�o�# e�cc��a�ion or rem�vir�g �or�ions of th� man�tal�_ Th� rnanhol�s k� be r��r�bl�1#ated usi�g P�f� li�ed c�r��f�te wa11 r�cor�s�r�ckEor� and #�e ink�r��r dlam�t�� ar�d depth 4f t�� lir��r �re iisted ir� t�� Man�ola R�ha�ilita#ic�� �ci�edul�, fihe location� �f thes� rnan��les �re shawn an tha drawifl�s. B. h+1��EF�l�4�� The f�rr�s �1�ad f�r pEac�ng #hs ��ncreto shal� be s�gmented, s#��k��Ee steel �arms having c�rCindri�al and c�ni�al secl��r��, Th� Forms shaRl b� shap�d #� �c�ammodaY� �lacemen� o� cnr�cre#e kn ma�hal�s wE�� ���er�#fic ��n�s. �or�cet�tr�� car�es, or fl�t#op �ollir�gs. W�e� ass�m�le�, ��e forms s�all be of suff�ient �tiffness �nd s#��r�gth ko p�evenl s€�ff#sng ar �a�la�se during �I�e paacem�n# a�d �uring �f th� car�cr�f�. Th� �ssemb�ed for�ns �hall h��re suf�c��r�t s��e �o provide th� maximum Sr�t�fiar m�nh�le spac� wh�1� pr�ovi�irtg t�e minlmur�-r r�q�Gre� ��r�crete w�al kf�ick�ess. �oncr�te sl�ali be �la�s � concret� (�40�0 psi [c� �8-d��� w�th a�:oarsa a�ggrega�� r�o greater t�►an �18 incl�, �ib�r�e�h fit�ers ��4'll� lbfcy �f �oncrete), a�ti-ba��erial a�ent ��or� �hi�1d �r �quat�, �nd � supe�pl�stl�t��r sha�! k�e adde� io t�te concfe#e �n-s«� �r,or �o �I�cing tha �an�fi�t� ln t+�� f�rms, The pl�stEc I�ner s�all �� �1rner-Plate ��`� T-�o�Ec as m�nu�fact���d by �rneror� ��r��siorr �or�#ro! Divislr�n. Br�a, �alEfafnia �r equaE. The �n�ni�urn thlck��s� �h��il �� �5 m�l�. �. �L�ACVSf�� �ov��s ��c��e�s� shall be pl�ce� over tk�e pip� knverts to �revent e�c#faneou� rr�akerial from �n#erir�g the s�w�r syst�r�. �_ �x�st�r�g ro�t� ar�� manhol� st��� ��rall be r�maved t�� �uiting kYr��n flush wikY� th� rr,anhole v�rall, 3. �11 iareign er7aterEals �ha1k bo ��em�ve� �rom the m�r�F�aCe w�ll �slr�g h�gh pres��re wat�r s}�ra}� ��500 -�Q�O �s1}. �Ie�nCng equlprr�ent sh�ll �ave a pressure g�ug� tha� indica�es th� w��a� pressur� beir�g used. D, P��L.111+1ii�1�F�Y F2�f�A�1�� �, A�kive lea�Cs sktia�� �e stapp��i using �ity�aPPr�v�d p�oduc#s sp��Ef±���fy f�rm�l�te� for #?�at pur�ose ar�d accord�ng t� �anuf���ur�r's racc�mmo�d�tior�. ��er�� I�a1�s rr�a� requlre e�cterio� �ro�tir�g �o stop th� tnfl�w. firo�ting sHa41 be ��r#�rrt��c� in ac��rdance v�riih �ection DA-�7 - P��S��I�R� �f�QUTlhf�, �, After a�! r��a1e� have ���rs comp�eted, a�l ��a�e materlals shall ba ram�ved f�om #h� m�nY�o�e. �lo �xcess rr��t�rkal s�a�l �e allow�� to e�t�r the sewer �ystern. �Q�C-�� PR��.SMINIAR�I -�OFt SNT�1�1141 I��1�I�W DNLY -#J£�T FOR �O�i�iRU�71�13 Of� �lQDIIV� PAF�T DA. y A�DI�I�i�,�L ����lA�.. ���DITI�N� �. Ih1�7�tLATa�f� PFt��ED4���� �, ssc#ion of P�l� pi�e �r fMberglass �spe �ri�ll be fr�sert�d ln aa�h �ip� �r�t��lo�ll�t �� �xter�� t�e c�xis#ing cor�n�ctiae� th�o�gh kha n��v �or��reke w�1G, �"h�e plpe sl�a�k b� ir��tall�d as ��nwr� on t�e �onstfuctior� d�-awf�gs, All plp� inl�tslaulleks shaN rvrn�in ac�iv� during khe �r���k�oie r�h��il���t�on t�r�le�s ot���rwise sp�cifi�ed. R�terrr�l form� �ha11 be pro��rl� sraed, Ir�stalle�, and �raced t� aElc�w for i�e �nskalla�€an o[ the now �oncr�te �n+a11, Th� v�+al1 s�ail have a m�nEmum thlcl�ness �f 3,1r���7es a�d shall ext�nd fr�m t�e rttar�hoCe b�nc� t� th� tap o� �ha c�n� se�E�an. The u+al� shall �enerally conf�rm �� �[�� �xlstR�g k�r���ior �i�ensiar�s a� th� �kr�ctufe and shall prov�de #h� rnax�murx� �Ilaw��f� diarnetar ba��d �r� khe exi�tfr�� �irr�enslar�s. If �h�e �rop�s�d wall �nrl[4 r�d��e th� diarr��teT of th� barf�� s�ct�an #� I�ss �ha�Y 4�-I��ches �r k#�e ch�rnney ��clion to [�ss ti�an ��-E��hes, #he #hi�lcn�s� of ki�e prop��e� w�Cl m�� bo reduce�f ka 'I 'f��ir�ch��, "C�iis �Yran�e �usi be a�prov�d b� the Cn�ln�er prior #� constructl�r�. Prior t� g1a��m�nt af the cor�cr�t�, #1�e forrr�� shall b� sealad and f�n�sh��� �k tF�e manhake ba�e w+#h s�oncro#e graul to }�r�vent c�n�fi�te fr�m �r�t�ring khe ��w�r dueing [he Ir�sk�i��tio� vf �I�e c�n�r�#�. The p�asti� lirler s��Cl be �la�d an #he exterror of th� �orms so lhat w��n l#�e ��ncrete is �lae�d an f�kegraC loc�t ��iweerr �ho �Iner and the cofl�rete is provid�d. �he�t� �F #he �ir�er s€�all b� �refarmed �G�d fa�to�y w�ld�d, �nd cut ta �ft c►�r►�ed surf�c�� �sPng the minl€-nu�n rtum�er �f s�parate p����s. TE�e con�rete sf��ll be �la��d t� ��sure #��t ]t m���s ccampl�ts c�nkract wlth the pl�stic line� �orm and t�lls all pock�ts, �earx��, �n� cracks +ruiti�in #��� ae�r�ular s��ce. 1fll�r�lion of the coet�seke ���y he us�d, b�k �anr�o# ba so �x���slve t�at s�gfe��#ia� of t�� �or���et� c�mpor��nts �cc�rs. �ft�r t1��� c�r�cr�t� ha�s b��n pla�a� ��d h�� suffic�anti� cured, s�am� ir� the pEa�tl� llx�er ��a�l b� w�1��d b� an �x�er��n�ed PV� Ifr�er �r�lder �stng ��l� man�fa�t�rer's apprav�� metha�s �nd tech�iq���. 7h� w�ld��g opor�tlon a� any jo9nt sY���l b ��mpl�t�d, T�r� rrr�idfr�� st�i� shaii b� cefltere �nd f�sed acro�s �ts entlre �v��t� using a h�t r�ngln� beiwe�err 5�� F�nd 6{l0 F, �. T�5�T1�1� e conlinu�u� unfi� thai �o�e�t h�s �e�� ��ver t�e c�earred surfaces t� b� �oine�, aGr weld�n� gun pradu�ir�� tem�er�tu��s �ft�r the PIl� �Iner �nti c�ncret� warl re�ar�s#ruction an� a11 �ddltior��l v�a�k Is camp��te, the mar�t�o1� s�r�11 #�e v��uur�� tesked, as req�€re� hy �ec�lon DA�m1 S, Testir�g of R�h��tliiat�d irrlanfi��tes. �f kh�e vac��m te�t f�ils, #h� pl�stl� lin�r ��}� be re�ul�ed t� b� s�ark ��st�d at ��,�00 vo�#s wi�f� a howi�a�m��tectvr. Any p�r�hale disco►��red sF�a1l �e rev�e4d�d �n� �etest�d, G, h��A�U�E�1+i�h�T A�1L} PAY�11�hdT �i, The �rice ��d far F'V� L.�n�� ��ncrete Wal1 ���ar��truc#ior� �Y�ail lnclu�e �ql Ca�or, ��r�ipmerrt, an� mater�als n�c�ssary #ar tl�e �omp��le re�an�truckla�� of #h� can�ret� wa11, Tt�� �ayrr�en� l�n�th f�r �his lk�m sk�aii b� maasur�d from th� #�p� of tk�e r��an�ole b�n�h ta tYre battom of t�e mae�hake fram�, . A��-�� PR�L.IMiNAR�f � ���t I�1T�RI141 R�1J1�1N �h�LY � I��� �OR �OId��RU�TIC�N �Ft 81��9h+i� ���r �� -����r��r��� s�����t ���a������ �, P��Imen� i�e ox#�ri�r grqutln� of m��l�ole w�i1s nec�ssary to stap infiltr�ti�n s9��11 b� p�id for �t tF�e ��ntrac� Un�� Prrce for ma�n}��le �raukin�. �. P�ymant for ��e� rsmovai, I� r�qu�red, wwll b� �aid fvr ax th� �onlr��� �nit Pri�e f�r s#ep r��noval. I]�4w18 PF����l.11�� �R�IJTI�JC: �1, �Ef�EI�IL �c�pe. ih�s ���tion gov�ms all ��+ork, matori�ls and tes#in� �e�ulred �or ��e ���s�ur� gr�utir�g �f rr�anh�Ce de�ecls_ I'+19��#����s �t s�cli�ns �� manYroies w�tt� a�tive �r$ks s�ta11 b� repaire� as indicated [n �e Iulanh�le ��h�bslll�tior� ��h�dule, �. I��scta�t�c�ny "f'he �ontra�t�r s�aal be r�sponslble f�r �#�e fuen�s�rin� of �ll k��or, s�pa�vssi�n, maler��ls. e�ui�m�nt, and �est��g requir�d for th� carrtplef�on of press�r� grout�ng o� mar�h�le defect� in accordanc� w�ki� t�e �or�#ract C}�curri�n�s. �. N1�n�f��tur��s F�a�o�nmer�dati�r�s. fNafer�a�s, a�ddit�ves, rn�xtur� ra#f�s, and �ra�e�ures ulilize� f�r t�� gro+�tin� �rn�ess shali be irr �ccofdance �vii#� rnanu�acture�s r�co�nme���tEon�. 4. Manhol�s. A+�a�ltioles to be graute� ��e of brlcl�, ���cre#e, or flberglass cor�sk�uctivn, �. �1A7�RI�L� '!. �r��t�r�g �1ate�lals: a. UretF��n� �el �r�uk: IJr�t��ne gel �r��,t, �u�h �s ��ot��y�ea� ��'l0 �el or eq�a� �l�a11 L�e � hydr�phrl�� ��lym��. T�� cha�nical shaj! �e mixed wit�ir� th� rar�c�� of from 8#a 10 pz��ts �f wat�r ar�d sh�ll car�k�En � r�+fl�orcin� �g�nt su�p�ied �y tt�e same manuf��turer, TE�e rn�tert2�l sh�ll ��I a��i c�r� to a i�ugh �exlbt� eE�st�m�ri� �or�ditian. Wk�er� wet, t�e �e� st���1 �x1���st str�r��th prape�kR�s o� a# k�ast �5 �sl #ensEEs $t '�54 �erc:er�t e1r�ng�k€�n, `�he ��aterlal shal! r�ot cl�ar��� in i�near �imens�on rnar� th�n ei�ht pe��e�t wh�r� suk��ect�d to w�l and dry cycles. �, The �hemical grou� �hall be ap�l�ec� so as iv l��ve tl�e gro�t ma��ria1 fl�w fr�ely �nta tY�e defects, To avaid an� w�s#��e of t�e ��#�rial flowing through t#�e defe�ts� a g�1 c�ntral �gent may b� add�d. T�e foEla�ring �rap�rkies ��aIC �e �a�h��ited by tne gr�ut: 1} C�o�urrl�ntetl �erv4ce �f ��tis���t�ry �erfor��nc� in slmllar u��,ge. �} ��r�trofl��1� r��c�ior� time� a�td shrinkac�� #hrough tl�e u�e o� ck��mic�ls suppll�d b� t�e s�me manu�a�t���ar, Th� minim�rn geC set t�m� shall �e es#ab�tsh�d so #hat a�equ�te grouk trav�l is schi�►�ed, �} Re�istanc� tn c��ereilca3s; resis#ant to m��t �rr�ani� sofver��s, miad �rads and a���li. •j:+� �; :fi ���-�� PF�EL.fMINARY -�OR INT��IfV� f�EVI�W Ol�L�f ��+IOT FOF2 �QNSTRU�TIC1#V OR BIDI�IN� ��N�Y �� � A,�I��T1��1�L �P��I,AL. ��E�[]1TI�N� 4} �ompressiv� r�s�v�ry return ta or��Enal sha�� aft�r r�}��at�d cEeforrr�at��,�. 5) T�e chemi�al shaEl be essee�tially �on-toxic lh a cure� f�rm. 6} �ea�ling m�terkal sY�all r�ot #�� rlgld �ar �ritkE� wFren s��Je���d to dry atmos�h�r�. T#�� mat�rFa� sl1a11 �� ��le x� withsta�nd �ree�elt��w and fnovir�g loa� cor��ltron�. 7� 3ealin� t�at�ri�� sl�alC b� r��,r���rrasive. a. A rei€��orcir�� age�rt ��ch �s ��at�h-�eal Bran� ��1� r�Er���rcfng ag$nt �f �qu�v���r�� �f�all b� u�illzed fn ac�or�lance wf�h man�factur�r's r��omm�n�a�ions, �+r�y 56�� reinfor�ln� ��e�� w€�icrw cont��ns lum�� must be �iscar���. �a�e m�st be �aken !� b� s�re t��i the �H �f the wat�r an #h� t�e�l� �s �rom b tb 9, As a prec�u�lor� against the ppssibili�� ❑� t�e �H beln� ���Sid� ti�ks �an��, ��IC$ � 5i'�1211 e�ll"IOiJII� Of W��$� �f�C"[Y tFi�i ��7i{ �� W�'IiCi'G Cti�I Rai���rclr�g Agent �6�� is #� t� �dde�. A�ld ���w draps �f �G9� ta t�ris tes# sample. �c�tc#��S��I Brai�d ��I R�lr�f�r���� �Ig�nt ��1� shou�t� t��s�efs� r�a�iay. IF pr�ci�itatlan occ�r�� dr��n t�� ta�k ar�d ret��k. F�epeat as nec.�ss�ry ur�iil dEs��fsl�n acc�rs. Cf dts�eesior� �oo� �a� oc��r, cfo nok �,s� l�� wa#er sour�. b. A� fiil�r m�teti�f s��ch �s �e�jt� �9� �diatamaceo�� ���t�} from .}�hns Mansvllk� or eq�iv�lent sha11 �� �lili�ed_ 7'he ad�diti�n of the i�lk�r m�terial st�a11 n�t e�cr,eed �h� qu�ntit�r ����it7�d t�y th� ma�uf���urer, �nd cc�ntlnuous a�a�atia� of �h� v�at�r sl�ie �f �h�� �n�xtur� �s requir��. ih� �Iler mak�r�al ma�+ alsc, b� katili��� a� a r�Gnforclr�� agr�nk i� a�card�nce witk� tho u�othae�� g�l grc�u� manufia���rer"� recorn�nendaii�ns. �. A�ci3t��es: �ro�# additi�ns m�y be utllize� f�r �ak�ly��ng �he g�f ro�cll�n, ini�Eblt�n� t�e �el reacti�n, bU�fe�ing tY�� solutio�, 1�v�ering t�e �r���ing #�rnp�rai�,re of tF�e �t�iutlort. ��kli�g �� a Fiiler, provi�ir�g str�nglh �r for Ir�hlb�tion of root grawt�, �, Raot �orrtrol; A�aot inhi�lkir�� �hemic�l su�h �s dichl���nll s�a€I b� ad��d #a #h� c��mjc�� grou4 mixtur� at a saf� Cr�vel of c�ncentra#i�rti and sh�ll ha�+� lh� ability t� �em�itl ��l�ve w��hin t�e gr��t f�r a minifrtu�n af �� �x�nn�hs, �. �1�t�rlal Ide�tl��c�iia�: ��r�tra�#or sriail corr�pl��e1� ide�rkiiy th$ lyp�s af grout, marta�, s�alar�t, �r�dl�r ra�� �ntr�l chern�cals us�� an� pfovid� ���� �istories of su�cessfuf use or d�f�rY� k�1e chaic� �f gf���ing �ak��ials base� on c��mic�E 2�nd �h�sicak �ro��rkEes, eas� �f applicati�n, �[3� �x�[fiCt�� p�fforll��TtCer t� ti�� s�.tksf2��tion of t1�� �nglneer. �4_ Nlixing �nd }�ar�dlEng; �+11x3r�g anc! h�n�i��� of cYt�mica� �rout �nd formfn� cc�r�stll��nts, whic� may �� tc�x€c u�rdar ��rE��n �onditians sM�il be In �cc�rd�n�e with t#�e r���mmendatlons of �he rnanu�acturer �nd 1e� ��ch a ma�n�r �s t� m�r��mi�e h�zar� to �ersannel. !t is E�� respons�#�ility of the ��r���ackor to pr�vl�e appropr�at� pf�t�c#ive m�asu�es x� �rrsure #hat ck�emfcals or gel� pra�uce� b�r the c�amlca�� ��� und�r ���tra1 ak �ll tirn�� a�nd ar� no� avallab�e #a �na�khoriz�d p��sor�nel �r anirnaC�. � A��-�8 � �I���INl11VAF�Y -��I� I�1'�E�IM F2�Vl�IN �hiLY - N�T F�� ��h1ST}�L�CT#ON OI� BI�D1N� i F��Ii�T DA � Ai���T��IC��IL �P��1�4L ��[VD�TI��I� A��1 �qu9pm��t shall be s��ject ta 1he a�pr��+al �� the Er�gin���. D�ly p�rsorrnel lhoraugF��y �arr�tMiar v�rlt� �he ?ra�ndling o� fhe graut materi�l ar�d arldltiv�s sE�all �erforrn ti�� graulln� �pe�-a#�ons. �. E?CE�UT��� ��r�erai, i+.+���#���e g�ou€ir�g shall na# be �e�forrr�ed unlil sealing of ma�ho�e �r�m� �nd �r�c�e ��J�s�r�-�er�Es, p�rki�� �n�r��ra�e re�laoerr�en#, or ma�haie �epairs �r� ��m�tet�. �, Pr�iiminaEy Ftepairs: a, ��al �1k unseaaed fifting haEes, �nseal�� step �nle�, vords lar�e� kh�r� appr�xim�t��y or��-k�a�lf (1f�) sn�h fn th€�k��ss. A�11 �rac#ce� or d�teriorak�d �nateri�l sh�ll be rerr�aved frorn th� atea ta b� �at�hed and repla�e� witY� �ctv�r�xe, as ma���act�red by IP� ��skems, In�. ar eq4ia�, Cn acco��ance witt� rr��nufaok�re�'� specificat��r�s. b_ �ut and trim a�l roo�s with�n the manhol�. �, Tem�eraku��. Narma� grout�ng opeeatia►�s in�ludin� �p���cati�r� of int�r�or �oa�ir�g shali b� perfoFrn�d �� a�cor��nc� �wath m�n�fact+�re�'s re��mrner�datlons. 4. �ro�t�ng f��teri�l Usage. �ra+�trng c�f tl�e t��nh��e m�y �n�fude corb�l, wa11, �}p� seals. rnan�role �alnts, wail la flat#�p jaint, an���� ��nc#��trc�ugh. �Ireas of �he man�ol� desig�at�d to �e grouled wall be diroc#e� by the �n��n�er. If ��trre ma�ha�� is s�heduled f�r c�rouling, grouting sMa�l �nclu�� t�� �ntire manhol� ir�ciu�ing �af��i, w�ll, pipe s�als and b�n�t��#�augh. Pi�e �a�i �r�uting sY�all i�clude a!1 pkpe s��ls ln the spec�f�ed rt�anh�l� a�d �routing ot iE�e spe�ified rr�EanY�o1� inc���ing th$ �er�chJ�r�u�Y� to tl�e tnax�rntitn nel�h� �f 1� fnch�s �rom tk�e crown. �. ���11ke�g and Ir��e�ti��: �. Cnj�ction hales ��all be drill�d t�r�u�Y� the rrrar�fi��l� wa�l �t i��afi�ns jndEcat�d In t�te �ppropriate d�tail{s}. �, �rout shall f�� Injected #hrat,�h t�te 1�oCes �r�d�� �r��sure witl� s s�it�Y�le probe, I�je�fion pressure sha11 not ca�sa da�nage #o t�� ma�hoEe st�ctur� �r surraundi�rg surfa�� �ea�ures. �r�ut �hal� be Gnj��t�d t�rough tF�e 1aw�st' holes f1rsE. Tk�e pro�edur� sC�a11 be t�pe�ted untiC l#�e rr�ar�h�le �s ex��rr��ily s�aled v�rlth gro�E, �. ��o��lr�� �rom the graur�d s�rFace s�aal not �e �I��wsd. d. �r��at trav�l st�a�l �e verl�led 4�� observaf`ran �f g�aut to d�fe��� �r ad��ce�rt Ir�jection holes. �r���de �ctdi�'sonal Inj�ctlor� �ral�s, irt �ec�ss�ry, t� �rtsurc g��ut travel. �. ln���taon holes shall b� c��aned with a���11 a�d pat���d with � w�t�r��c�of qui�Ec sett�ng m�rtar for b�ic�C a�r� con�r�i� mani��l�s. - �4��-�9 — — �RELII�IIIJA�21f - ��R IlVT�F�Ih+1 R�1fI�W Oh�L`( � N�T FO� ��IV��'F�U�T[�N �Ft �I��LNC� I��If�T ��4 , �DD�TI�ld�L SP��f�1�.. ��NDITI��� B. T�sting of I�ahabilitated Man�olas, Tes#ing of r��abilit�teel �rtanhales for v�at�r tig�fi�ss shali �e pc�r#arm�d by tk�e ��n#ra�or Crt #h� �res��ce af �he �ngi��er in ���or�anc� with #�e raquirem�nt of �er.ti�� U�A-��, 1�l��UU� T���'IfJ� �� F��I�A�BILITP�T�D SNA�JHQ�.�� of tl�e�e �p�clfcati�r�s, D. Pr1E#���f�EN1�fVT �h1p Pf�1'f��N� I� #he �r�tire rr�anl�crfe is gr�ut��d, tl�� �antracl Unik Prr�� sh�1C �e ��r v�rEi��� foot �ro�led �s in�l��ed on �he I�an���le Rehal��Il�a�l�n �c�edu�� �nc�ud�d ir� th��� s�r����cat.�ons ar as re�uare� �� �#�� �n+��n��r. Paym�n� f�r gr�u#�ng �ipe s�als, bee�cC� and tr�u�h, �r�d 1� 1ncl�es �b�►�� crown �� �ip�. �n�f g��uling fia!#�p #� w��l j�lni, shall he bass� o� iha ��r�tra�k lJn�t Prl�a }�er �a�h rr�ar�ho�e ��ra�6Ntated �s �ndlca#e� on ih� Nfanho�� R��a�il'rt�fi�n ����duE�. �F�� �antr�c� IJnit Pr��� sF�a�1 be �a�+rnent i� f�11 for perform�n� t�� woflc a�d �vr fumi�hin� akl labc►r, s�f�ervi�lor�, ��t�riaRs, aguipn��r�t, prellmkn�.ry �e�a�rs a�d #�st1r7g n�c�ssary #c� �om�let� �1�� vuorl� ir�c[udrn� gro��lr�g �vl#h ure�ha�� gro�t. D�►�'t9 VA�UUf�! TE�TIN� �� #��F4A�ILITAT��] f��4hlM�l���: A. G��}�I�l�IL �. ��op�. Th�s ��ctlon dos�ri�es rn�nfi�l� t�stlr�g to �f#ec�Iv�E�r �onfirrn #h� watertight 1r�t�grit� of e�Csi�ng manh�C�s fallowfn� structural ,Ir�fllrat�an ar�d i����v� r�€a�t�d r�pairs �nd ih�t fhe �p�ea�a��� �� th� w�r�c js ��o�p#abl�, 2. �escfip�ion: a, Ir�flt�atR�n may h� �,��ofv�d i� �rrar�l��I� d�ie�k� �t rnan��l� u��ll�, plpe sea�s �r �encl��t�ougfti area�s, Ir�flEratia� r�Cat�� rspafrs are int�nd�d #o e��minate leaka�e �f gr�u�dwater kr�t� manho��s, �, Ir���w r�a� �� observ�d kr� �ar�hole defec#s �t rnanl�ola �rames, cvvers, �rame s�als, grade a���s�rr�e��s, grade a���s�marrt �e�ls, �or�els, or wa11s. lnffs�w rela�e� r�pairs are Ir�t�r�d�d to �fimknat� ���r�e� of ��rface water �nt�y it��t becorn� ackive d�fing rainfall eve��ts. c. �#ructuraC r��al�� rna�r ba re��lr�d wF�en mak�n� I�� re�at�� mar�halo re�airs. �truciura� r�palrs ma� �nclude d$Fecls �rr ar�� r�a�ha�e c�rn�aRe�ts b�t not �ispra�ring III. 3, ��stlr�g, �bserv�tions and �uaran�ee p�rl�ds: a. TI�� k��tin� r�qu5r�d sh�11 b� �erfarrned by the �ontr��k�r a# locati�ns d�s��n�#�d by th� Engir�e�� �nd da�u�r��r�t�d �o the s�lis�acti�n �i t�e Eng�nee�. !�. A�� r��w �r rehabHft,�tod ma�ho��s tF�at are o�serVed #o be feaking t�� t�o �ngineer d�rjng peria�s of �ri�� g���r�ciwat�r �r during inflow �ond�tl�r�� �C��11 be s�bject to �tldl�ian�l repalrs, �he �orrtracto� sl��il b� r�spor�sl�l� far a11 .r�,T. �J4�T! U Pft��IMINARY - F�Ft 11�7�l�1�41 �El�l�'W ��fi�Y � lVQT FOi� C�i�STFtI��TfQh� �R ��DD1NC I�►4F�T i]�1 � �li��l�'1��1�� ��E�I�� ���1�1T1��1� ad�likional repa��s fi��ulr�� an th�se �r�satisf��tofy man���es du�in� fhe guarar�te� perio�. c. l�ll rr�anhc�le ral�abilita�ion wa�l� s�a11 b� war��,nte� tv b� fr�e of dafe�ts an� �f ga�� w�r�ma�s�ip far � rn�nlmur� of t�fieo ��} �ears f�om the �ak� of flr��1 �ccept�n�e �f t�te pro���t. ��� manh�le re�airs c��nple�ed by ��o �ar��ra�#�r which �ai1 d�ring �he �varr�nk� peri�d �h�ll be repa�r�d t� #h� �a�i�fa�tion o€ #!�e �ily �� na a�dit�onal co�k to the �It�. �. ��+lA'fEl�l�l�� - �fo� sp��ifsed. �. �X��UTI�fV 1. Infi�#ratl�r� Te�ti��_ a. F�I1 �rrterior caated mar��ales �nd �E1 par#i�k r�plaoemenk manh�les sha�ll b� �bs�rved �t�steri) �y #�� �ontractoe in t€�� pr�se€��e of ih� Englr�eer �of �a�,rc�s of ir��illration, �bse�vat�ar�s wGkl be rrrad� du�ng h€gY� grour�d�r�k�r �or�dllion�, whet�ver possible. b, �1a�h��es sriall b� tested aftar ��st�llation with a1l conr�ec#i�ns ��xis�kng �nd�or pr��osed} �n p���e. l3to�-c�nn�ckions and ga� sealir�g c�nn�ct€on� sh��l be Gnstall�d prior k� #��tlr�g. Th� Eine� enter�fl� th� rr��r�Ytal� �haH b� t�m�o��ril� pl�gg�d w+th t�e �Eugs braced to pr�v�nt ther� from b�in� drawn ir��o th�e m�nho�e. TMe piugs sk�a11 �� i��t�ll�d in the I�nes be�or�� de�p- oor�n��ions, gas sealir�g c�e�n�cfior��, ek�. l'he ��sk k�ead �h�al� �e p�aced �n���o th� fr�m� at th� t�� of �fi� m�nh�le (�o that the ry-rar�hole #�am� �ea� js te�#ed} a�d �n�lat�d Ir� accor��nc� wlt� ti�� r�anu�a�turer"s recommenda�i�n�, A vacut�m o� �� inc�es �f ine��ury �hall be dr�wn, �nd tt�e v�cu�xm puEr,p wt11 �e t�me� off. �lVrth the va1v� closed, ihe I�vel ofi v��uum s�a�l ba �ead �rtte� #he req�lr�d tes� time. tf lh� €I��p ln the �ev�1 Es les� than 9Yjr��h vf m�rcua-y (fir�al vacu�rr� g��ak�r tha�� �-inches of �eecury�, the m��f�ol� wlil ha�ve �a��sd #he vacs��� �est, A�ter a s��ces��t�l t�st, ihe te�n�a��ry �I��s wlll �� rema►r�d, 7F�e rec��l�e�i iesk tsfne �s ��t�rm�ne� #ro�n �fa�te !, Ta�4e I h+��lVICu�UM T3C�4� R�{�L�4RED ��f2 A VA�l1UM DR�P �� "i" 1-�� ���"`�Q ' ����v� ����} L- ��F'TM DF M.k� (�T,} �4�-Inch Dia. N12�nhole �� s��. �5 s�c, 3� s��. 35 s��, 40 sec. 4� �e�, T�� �$c. C��Inch �ia, �A�nhol� �� �ec. 33 s��, 3� sec. 45 se�, 52 se�. �9 sa�, T�6,5 �ec. 7�Rinc� Dia � C�arr�o�e 33 s�c, �L1 sec. �8 s��. 57 s��. �T �eo. 7� s�c. T�� ssc. S �� �2 �4 1B 1� �� �� ���-7 � PR��.IMIh��4f�Y , F�F� �NTER��,�4 E2�VI�V1f �hll,Y � N�"� FOR �Oh1�TF�U�TI�i� QR HI�DI�#� PA�T �� � �4b�]�T��I��►L �P'E�I�� ��N�IT��1�1� *"�o� a11 �anl�af�� ove� '18 �eet �n d��tl�, ad� "T" seco���s as shc�wn �or eac#� r�sp�cklve dl�meter for �a�� tw� Fe�� aF �d�itl�na1 d�}�th of manh��e tc� the #i�n� shown �or that 1 � #oat �ep#�, ��xa�npl�; �# �� �t�rirty} foa� d�ep, 4� (��rty- el�#�#� Ench N�ar�ha�� iotal Te�t Tirr�€: w�uld �e 7�,� se��nds. �5.�+6(�,0�=7�.� s�conds� {llarue� tist�d a�ov� ar� ex#rap�r�t�d ffoi�n ��Tl�I ��2�-85}, �. I�an�o�e va�u�en ivvo�s ��serv�d t� dr�p gfea��r �han �-i�rc� af m�rcury {Firt�l v�cu��r� I�s� t�ar� 9•ar��hes af m�rc�iy} will �a�re f�iled tha tesl �r�d w�li req�ir� ati�iati�r��i r�t�a�€Citaliort. Th� ��nir��kat silali r�ake tha n��e��ary fi�p�lrs �� �f�� �Ir�ad�r �omplc�ted reh�t�i��iata�n wark a� no �d�Jli�n�l cor���n��#i�n. If th� failure of the v�cu�m test is determin�d to b� d�� to pre�xistin� canditlon� r��t a� tM� manhole rehabilit�#ian sch�duEe Fo� tf�at m�r�l�ol�, �h�i� �dr�����na1 w�rk may be au�F��rize� by kk7� �+rwt�er"s R��r���r�t����e. AfE�r compl�kEar� �� tf�� a�f�iki�nal rehab�l��ati�n th� manhal� sh�ll t1��n hr� ��-tes�a� as �����ibe� a�ova L�n�i� a suc��ssf�l �ast is ma��. �nl}� or�� payment fafi m�nhol� rrac�,�m t�sting w+ll t�� mad� crr� eac� rr�an�oae. �. 1���u�m t�s��e�g is re�uGr�d on a11 manhol�s having irike��r r�C�ab�li#a��on. 2. I�#�ow T�s�ing: �11i �arlaali� r�hab�liEat�d m�n��l�s s�aCi b� dy�r� water t�sted unless lhe r�-t�nh�fe h�s �u�cessf�Gl�+ p�ssed tho v�cuum test. ��"Janholc�s �h�ll be d}�ed watee �est�d in #he pr�s�n�e of lhe �ng'rne�r, The ��e te�t �h�ll con�lst of a�p�yir�g a can���lrat�d dye soCut�on a�ound #�� ma�hol� fra�n�. Dy�d w�l�r sh�ll be appCaed for a� k�ask #�� mfr�ut�s. I�anholes �b�erved #� �� a����+�Fy I��lc€ng �r�a�er tFran one dr�p pa� �1ve secands wi11 h�ve #�il�t� ik�� t�st �r�d wil� no� be acceptab�. ll+lan��aaes ��Ili�g t�r� �est wil� ee�ulee ad�i�#lon�1 ret�at�ilii�tl�n b�+ lhe ��ntrac��r a# no �d��Elonal ��m��r���tiorl, �. �th�er Te�t€r�g : �t�a (1 � r��a�iklta#�d m�n��f� wlll be rar�d�ml� s���k��i for fur�her ��skir�g. �l �ax��ra#ary s�1��t�d k�� th� �I�y wjll kake �ora �ampl�s of w�al s�cti�n� cs� m�nh�les wGth w�ll oo�ti�igs. Testing af #he �ore sarnples wlCl k�e tfca�e tb ���I�i�ke mat�rial ���ickne�ss, c�m�e�sslrre ste���#��, flexural �tr�ngth a�d sl�n� ���ar bor�d s#r�n�ll�. The fio�l�wing a�e khe min�rn�m requ�red s�r�n�ths for ��r�t�r�#illaus and r�s�r�� c�menYrt�a�� �+�II �oat�n�s: �_ ��mpr�ssiv� �trer��th�. �orr�presslve strengxh sY�a11 �o��orm t� ��TA+1 � 495 �nd � 109 an� sh�ll r�eet �r �xc��d a mlr�irn�m 2�-day br�ak a� �,�0� psi. b. �lexur�l �trengt�. �l�xuraf strength ����I cr�nt�rm to A�T�r1 � 3�#8 �nd s�all meeE �r �xcee� a r�ir�imuRr� �8-���+ br�a�c oi �,�OQ ps�. c. �fant ���ar Bor�d �tr��+�th, S�a�n# �hear bond slsangt� �4��N co�f�rrn #o A�T�v1 8�2 rnodiii�� a�d s��11 m�et �r e�cce�d a minirnum ��4��y �reak af �,40Q psi. _. .� ASC�72 PR�LIMIN}�R�* _��I� f�1TERll4� f��VI�W DNL�Y - N�T FO#� CO�VS�`REJ��ION O� BIDDII�C� ��� — - - � ���� �� � ��air�orv�� s��c��� �or��i�Mo�� Sf #�te rr�an}�ole #ested faa�s to pass �n�r of #has� requi«monts, �no#�rer rnanhol� sha11 b� sel�cle�d ar�d tesfed. �� tho s�cond n-r�nh�la fa��s, the �it� ma�, a� its �ptlt�r�, �t�p work unk�l t�r� ��n#ractor car� �rovi�e as�uran�� that tes#ing r�q�lrert��nks ca�n be r�-�e#, 4, �uarar�toa: �ontr�c#or st�a11 warr�nt that the w�rkrnansk�€� ar�d rr�a#er�a1� ar� free �r�m defe�ks �nd t�a� �h�e r�,an�ol�s a�s seaE�d fror� fr�flaw an� infiltra#ior� far a pariad of #hree ��� ye�rs from th� da�� o� f�na1 ar.�ep��nc� �fi the p��je�t. D. M�AS�JREMENT Af�D �AYM�N`� P��frr�kYt for m�nh�le v���urn testing sha�1 be €na�e at #he ���tra�t Unit l�fa�e �id for ea�h �iar�fnale 11�c��rrf Test a�tually p�rFarrned and passed ar�d t1�� a���afa�ce af kh� complet�d manl��le is v��u�lwy acce�t�bEe. �ayrnenk �hafl be �ul� compansai�orr t'ar a11 iabor ar�d materials e�ec�ssary ta �omplete ea�l� t�st, �ko payment w��l be rrtad� fa� a��i#it�n�t vac��rn ��sts or any dy�d weter te�ling. P�yme�r� far marrh�l� �or� t��#ing, includ��� a11 �ab�r �nd rnat�riais nec�ssa�y to c�mptet� eac1� t�st, sF�ali be m�d� al ihe �antra�ct Unit �ri�e b1� �r each N�anF�oie �or� T�s# acku�lly �ertormed ar��l pas�ed, DA-�0 �I�ER�LA�� A�IAh,1H�L��: �. b�,��E�IPTI�kV: Tl�i� item s�ra11 gaver� t#�e ��rnis�Gng and �nstaltation of f�be�glass rxtanhaies, T#�� 1�ca�tion o� [hese manho5�s ar� st��wn on tY�e dr�,wi€�gs. ��ch marrh��e s��11 �� a�n�-pie�� un�t man+�factur�� to m�et or exc�ed all specw��catian� af P,�T�1 D��7'��, latest �d�tion, as man�factured �}+ �..F. h+��nuf�cturing, lnc.. �id�in�s, Texas, �r approve�f aq��l, A1f m�r��r�€es sha11 �e "heav�+w�ll�, '�� i��� minimurn wall th�i�kn��s, B_ �EhlEFL�1�; �. F�esln: �ha r�siris �sed sh�ll �� � camrr��rcfa! grade ur�satura�ed ��lyesGer r�s�r� o� �th�r s��tabl� �olyester �� vin�+4 �ster r�sin. �. �einfof�ing N1a#eri�l�: Th� reinfar�ing rrrat�rlat� sl�all be corr-kr�er�iaC �radra "�" ty�e �lass �� �h� forrn of c��tir�Ua�s r�v�r�g, and chop rovGn�, �avin� a couplr�r� a���k �hat v��lE provlcie a s�it�l�Eo �and �etwe�n t�e �lass relr�for�ernen� and th� resin. 3, In#�r��r S+�rfa�ir�� fNat�r��t; Th� jr�n�r �ueFa�� expos�d t� the c�efn�cal �nvlror�mer�t shali �e � r�sln-rsc� ��}��f of f}.�� D to �,��� in. ffnlek. The �n��r sur�ace la�er exposed �o 11�e �orroslve env�ran�er�k s1��1k �� folaa�r�� with � �ir�Smurn c�f tu�o pass�s of cF�op��� rovir�� of rrrinirn��n l�pngth �.� in. ���mm} t� m�xa�urn ler�gt#� �f �,0 ln� (50,8 mrn) artd ��r�ll b� ��}�Ci�d ur�if�rml� t� an �-� �;�.�.:; A��-73 �.y}',i'�_' �;' W�t��IMI�VARY -��ft lNT�Rlfui I��1fI�W �SVl.Y - hlb� fO�t ���1STRU��'l(7h1 ��t 91DDIN� p�Af�T C��l - I�D�1TI�IV�#� ����1�4L ��A��IT��3V� c�qufvalen# wo�gh� a� 3 o�1�t. Each �a�s of �#��pped r�vl�r� shall �e �,�v�ll-r�lle� pria� t� #he app�fcaliorr of a�dd€t�ona� r�i�fat�eme�t, Th� �orr�rhlr�ed tf�ic�Cn�ss af the inr�er s+��f��� �r�d intarior 1a�+�r shall n�# be less #han 0.�� in, {�.� mm) �. 1+�fa�l1 �onstr�c�ion �roce��re: Ai#er f�nefi la�er C�as �e�r� �pplied trie rrr��ho�� v�+�ll sh�El b� car�stru�#e� � wilh ��ap and c�ntinuo�� strand �larr��nt w��nd m�re�fact�rring procas� �r���� i��ur�s ��ntlnuous r�inforc�m�r�t an� un�Form ��rer�g�� ���d corr�p��ition. The con$ sectior�, if prac��ce� separat�l�r, shall �e �ffixed ta lha barf�i s���Eon a# #�i� facka�y wikh res�r�-�I�s� reC�far�ad Joint r�sul�ir�g ir� a or�� place �rnit. �aa�s sheEi b� �iber�l��se� on t�e ir7side a�� fh� outs��e usi�g t�e sam� gl�ss-resin jointin� pro�edura. F�ekd ��fr�#s sha11 n�x b� accep���Co b� ar�yan�a $x�ep# ti�e manuf�c4urer. �, �xt��1�r ��rf�ce: ��r a U1� �nF�l�it�r the �es�� or� the �xler�or su�ace of #he ma�+hole� �halk 1�a�v� gra� pigrr��r�t a�ded f�� � mtnlmurn ti�fckn�ss �,'��� �n. 8. 5tuk�outs and �onr���€lons; �tut�ou�s sk�all bs fnstall�d at kocall�n� ���wn on the ���wings. In�ka�llstl�n of �DI� 3� 1�1�� s�wer plp� ehall b� perfoE�ed by �and[n�, prlmfng, and u�ing r�sin fi��r-r�Enfarcc�d hand la�rup, T�� resir� and fber�la�s sh�lf be s�rn� #yp� ��d gr��e as us�d in #i�e fabric�,tl�n �f #h� #lberglass rnanhole. �t�r-f�-��al boots for ���h �i�e car�nectka� s��a�f be ir�s#alled �� ma�h�ke �anufactu��r u�ing �i��r�lass relnf�rc�d pi�e stubv�t f�r FC�r-�1-�eal baot sealing s�rface. �. �1ar�#tale L�ot�om: �+1a�h�oles shalC ha v e r�si� f9�er-eoi�forc�d b�#toms, Bottoert sE�all F�ave a rnln�murn �� t1�re� 1'l� Ir�. deep �c �'�� in, wide s#��#�e�]ng Elbs c�rr�pl�t�ly er�closed wikh re�ir� #Ib�r-rai�forc�ment a�d hav� a mir�irr�um 3 ln. ��ti-flotet�or� fir�� as shown �r7 fhe drawin�s. f�+lanhal� bott�m shaH b� a minimurr� of 5{�� ir�. t�ic4c. 8. ��1l�fS �11d l�d�i��v��; F��1�rS, when �s�d, s�a11 be En��t to tE�� �r�vironment and manhvla ��n�truction, ��nd shall n�t I�e acc�pk�� a� arr a�pprav�� filler. ,��di#iv�s, such a� #hixotro�lc �g�nts, cat�ly�#�, prorn�ters, ekc., rna� be added as requlre� by th� s��cifi� rrx�nuf�.cturir�g pr�cass t❑ be us�d to me�t t�te requf��r�er�ts a� this slandard, 7f�e ra�uEkir�� reir�io�c�d-plas�t� �x�a��riaE sk��11 �eet tF�e ee�ur�emer�ts of #1�€� s���kfica�iarr, �, ���uF��ru��: Nl�nho�� c�rlarrd�rs, rnanwa�+ ��d��ers, �nd c�e��recior� �I��i! �e pr�tCu�ed fr�rrr �I�ss �b�fi- r�fnfarc�d po�y�st�� r�s�n �sfr�g � c�mbin�tlor� of ci��� a�nd c�ntlnu�ou� filament v�+aur�d pr�ces�. �. InterE�r �A�cess: �!l r��nhol�s s���l be ��slgne� so #hat a ladder ar ske� s�st�rn can be �r�p�arts� t��r t�� install�d ma�f�a1�. �Aar�hoEe steps will not be req�lred, h�wev�r. i�ianwa�r R��uc�r; �l�nway r�d�ce� wi11 b� cancentr�c wG�� respe�t la #ri� la��ger pvrti�i� af th� rr�ar�Yt�l� �iame�ers through �� i��hes. � �1��-T4 Pit�l.4f�INARY - F0�2 [hi"{'ER�I� R�VIEW �lVLll - IU�T F�F2 ��1��TRl.��TION OFt BID�I1�Cx �A€�T D�1- A����1�1�1�� �PE�IA� ��J��17`l��i� �_ �avar ar�d Rin� �upp�rt: The m�nhale �halC provide �n area from wh1�� a gra�e ri��� can �� ins�aEl�d t� �c���t a kypi�al n�etal r�n� and cover an� hr�v� th� str�e��kk� to supaorE an F���O ira�ii� loa� with�+�l dama�e �o �h� mar�hole. C Ft� Q�.I I F�ENi� I�T �: 'i. Ex#er��r �urF�c�: Th� ex��rio� s�rta�� �Y�a11 b� �rr�oo#h wl�h r�o �harp �roj$cti�ns. �1ar��-work ��ni�l� w1ll �� �ccep�a�t� as Ear�g �s �n�ugh resln is p�es�nk t� el9min�t� fGber show. Th� ex#er�or surf�,c� sh�aKl �e fr�e of �l�sters I�rger than 4,�Yinch diar��t�r, d�lamC�at�on ar fiber �how, �. �r�teri�r ��rfa�e: 7h� �r�tarior s��fa�e shall be f��ar� rich wltl7 no ex�o�ed �be�s. 7he st��ace shall b� fr�� o� �ta��n�. ��lamfn�t�on, bli�ters larger #�ar� �.�-i�ch di�m�t�r and wr1€��Cles af �,925Yir�ct� or gr�ater In depkY�, �t�rface p�ts sha1G be perrnitt�d if t�rey �re less than �,�� i�cl�es i� �iamater and I�ss �ktan �.����-wrr�� dea{�. Va3ds kha� ca�nnat be broken with fngor pe�ssur� �e�d tl�at are er�tir�a� ���o�+ the resir� s�rfa�� sha�l �e ��rmitt�d if #�e� are less l�an �.�-Ir��� dfame��r and 1�ss #Y��r� �.062�-i�ch thi�k_ � 4. F��pairs: A�ll rnanhc�l� repai�� �}� t�� mae�uf�cturer sY�all restrlt ir� a prod�ac� �v�i�h me�ts �li r�q�lrernenfs �f this s�ec�#3�ation. �'�eEd r�p�ir �f ma�halos w�ll n�t b� aGlpwed. D�ameker 7�Cerance; 7o1�ta�ce �f ins�d� dfameter sk�alE �e #f- �°l� of req�ir�d er�ae�h�ke diameter. � 5, �.�ad Ra#�n�: �'�e cvrr�pl�i� rr�anhol� �hall have a mi��mum d�r�arnf�-Goad ra�irtg �f 16.04� I�f. wh�n test�d In accard���� wi#h A�Tt1+1 i��3753 8.4 {no#e �), io e�t�b�as� tf�is r�t1r�� the com�kete manh�la sha�1 not le�1c, cracic, or su�#er �tl�er damage wh�n ���� k�st�i #0 40.040 fbf. ��d sha4l �ot defle�t ��r#lcally d�wnward more tk�an Q.�5-ir�c at lhe pawr�t of the l��d app�i�ati�r� when ��ade� ko �4,{}Q� Ib. �. �ltffr�ass: �'hc� r�anhofe cyl9r�der sh�i1 �av� t1�e minlmurr� pip�4stiff�ess va�Eu�� sho�rr� in table ��lo�v whe� k��t�d ir� a�c�rd�n�� w�ih ��TNi D-�75� 9.� �n��e 'l�. H�iGH"� - F'f. �!A`� - ��I �-6.� �.7� � - 4�.� 1.�� 7. ��undn�s�; 1n order ta dete�mir�e s�ur�dn�ss, ��p�� an air c�r wa#�r pr�ssura t�st �o t�� eraanhol� zest sarr�pl�. fies# pr�ssur� st�aN nak be less than � psig or gre�ter #han ��srg, 1�Jh�J� �olcEln� �� kh� �s�ablkshed pressure, ins�ect #F�� en�sr$ m��hc��e f�r I�ak�, �r�� lea1���� t�r���h khe €arnGn��� is cause for faikur� �f ti�� tes#. f�ef�r to A�Tf+�i Dk�7�3 8.�, 8. �hemi��l �esE�#a���: The fib�r�l�s� �nar�l�aEe ar�d �II r�la�e� co�n�on�nts ���Mk b� �a��ric�t�r� from cor�os��n �roof �aler€�G suit�t�le for atmosphers� �ontalnln� h�dro��� sulpl�ik� an� �11ute �uEfurlc acid a� w��l as at�or gasses assa�iat�d rr�+i�h th� waskew�ter colle�ti�n system, � i�Jf';� +" / S�Y��V PRELIMCh�A�k`i' - FOR Ih,l'C`�F�IIU1 RE1l��W ON�Y ��#�� FO€� ���l�TF2lJ�T1�N �F� BIDDIN� ��a�-r ��► � ���i���r��� s������. �o����r��r�s � ��,r�����.. ����������: � . Tenslle �t�'�n�th (psk� �. T�nsile �lodr���� {psi� �. Fi�xural �trenglh ��si) �, Flexural lv�o�ulss (psF� �. �Qi'1"tpre�slV6 �p��} W�op �ir��t�on 18,0�0 �.�xi�$ ��,000 �.4x'l�s �8,OQ� Ax;a� D�re�tl�r, 5,OQ0 0.7�t"EO° ����� 4,7x1�° � � r��� F, �Ql}A�I.ITY ��i�`�R�L: �ach ��mple�ed rna�hole �Y�ail b� �xamined tor dim��slonal r��ui�err�enk�, harrlr�e�s, and waTkr��ansi�ip. A!I r�quir�d �4�Tf� D-3753 #es��r�c� shali b� cort���a��d and reco�d� of alE t��kfe�g ���II be k��t ar�d cop'res of tesk r�c�rds s�al1 be p��sented to c��tarn�r upon forma� wrilken re��e�t witk�ir� ���as�r�abl� tlr�e �eriad. �. �s a�asis oF acceptar�ce t�e man�afactur�r sh��Kl pravi�� �n �nd�pe�der�t �e�tlfi�ation wE7i�fi� conslsl �f a�a�ry o� th� mar�ufactur��s t��l r�port and ac�orn��nied b�r a oopy �f the lest ��sults that k��e mar�h�1� has b���r s�mple�, �e�ted, ar�d ins��c�ed ir� a�cardaa�ca w+t� tC�� ���vi�ia�s of t�ls �p��ifi��ti�n a�d rrte�#s �II requirerrrents. H, ��-llPPih�� AND I-!AhlDLI�I�: �'he fibergl�ss m�nholes sM��li e�c�t �e dr�p�e� or �k�u�k. �E�ey m�y+ b� li�#$d b�r �ns�rting � 4,� x 4.� x 30" tlmb�� i�t� th� top af manhol� w1ti� caba+� at��che� �r �y a s1i�� or "�hoke�" connec�G�n araund center of man�ole, Mift as requlred, 4�s� �f chains �r ca�le� in �anta�t w��i� tha rnar�k�o�e �urfa�e f� prol�ibited. ,�. :� � ,.. ,�. ��iV�Ft�T�: � , �lberglass �Sati��: �lass F �oncret� �ha11 be used #o fo�m ber��h �r�a an�i ir�v�rt. �Eas� ���nc��t� sha11 #�� used a� ta� of anti-�tot���an ��r}g ��d ar��r�d tk�� r�duc� �ecxion �� fiequ'rre� f�r br�c��a�r�cy an� a� ���wrr on the dfawln��. �, �an�f�k� Bai�om; Lnwer rrranhok� into v�et concrefe ��e�ti1 it r��t� �� t�� pr�p�r �1�v�tlo�r, wlth a rr��r�€mun� of 4 inc���s �f ���r�rglas� m�nh�l� Ins�rted into th� w�� ca�rcret� b�law f�ov� �+n�, ##�en m�v� manh�l� t� }�lumb. Th� c�r�cre�e �l�a11 exte�d a minirr�urn oi arre f�at f��m �he out��de �a�l o# the marrhal� ��d a minirrturn �� B incYtes �bov� ir��aming �in�s. Ot� t�� ar�sfd� c�e�crata shal3 fotm tl�� ber�ch �rr�i �nvert a�ea and rls� � mir�lrr��rr� of � inct�es �bav� incomrrag linus. �or�cr��� c�11ar� sh�ll be c�nstr��t�� arour�d red�cer se�tFon at lacat��n� shown or� lh� �r�v,+��g�. BA��{FI��.: 1, �a�lc�GGl Materlal: U�less shawr� otY��rwise an cl�awings ar�d a��r�v�d b� t�a ��glr�eer, sar��. crus�r�d st�ne, or pea gravea sha�l �e �s�d �o� ba��C�ll ��ound th�e rnar��o�e for � mi��mum di�t�nce af on� f�at from th� outsEd� surface arrd ex#�nding �ram ti�e b�tknm of ih�r �x�avation t� tfi�e top o� th� r��u��r s�cli��. �uita�Ga materl�� chosen frorn #�� �xc�v�#�an m�� �� u�e� for the rern�inder a� t�� backfikl. Tk�e rnaterla,l �h�a�an sha11 b� �r�� �f lar�� lurr��� o� �lad�, wh�ch wI�J ���-7C P��LEMINAI�1f - �OR IiVTEF�IM ��11l�1N �h1�Y - NOT F�R ��#V�TF�U�TI��I �F� ��DDIN�a PA�tT D� � A[�DiTr�hi�� �P��1�#L ��}�iDI�1��V� not r�adil� br�ak down under �ompactkon, Th�� ��t�ria� w�la I�e sub�ect �c� a�p�oval �� �11�1[�{��f. �. �ack�ill sha�11 �e pia�e� ln i�yars o� rr�t ma�e th�an '�� I�ose �easur� incF��� and rr�eck�anicall� tam��� t� 95°l� �#an�ard Pro��or �ensily, �nl�ss otherw€s� ��prov�� by Eng�€�eer, Fl�o�ing �rll� not b� ���mi�ked. Bac�tfill s1��H �e pEaced fn such a 17��nneC a5 t� pT�U�fl� �[ly� W�C#g�ng ����orl ���1l�St �hB t�b�r�lass rriarlho�6 ��CUC�IJ��. �C. �AI�FC�h�fi A�l� IDEh�TI�I��T�Oh�: �a�h ma�fnole shal! be marked an tl�e Irr�i�e ae�� aufsid� wit� tl�e fol��win� infiormation: �I . Nlanut��tu�ar's �am� �r tradem�rk �_ �vl�nuf�ct�r�r's �a�tory loc�tion 3, f�anuf�ct�rert's s�riak r�uRriber �. 7t���� h�ight 5. �orn��ies wGth A��TM D-97�� L. N1�A�URE�r1E�1T AND PA`li��iVT; �. 7he prlc� b�r� f�fi nev�r{ replacement rnanha�e ie�s�llakions �i�aal inca�de all ��bor, equipment ar�d n�at�rial� ne�essary fo� constr��tior� �f tl�� manF��la including �ut n�� Ilmi��d #o j�in� s�ali�g, �i�l F�ale s���in� and ext�ri�r �t�r��ce coa#ir�g, con�re�e 1�ase, concrete inv�rt, c�nr�ectlo�s to s�w�r plp�s, castEr���, bac�Cfill, ur��aved s�rface res#oration, and al� a�pp�rtenar�t work. �. P�ymer�t for ro��rate col�ars and watertight mar�l��1a ins�rt�, if re�uired, will b� mad� se��rakel�, bassd �� ih� appro�riake bid items, [�A��'4 !.{}��IT�DI� �f�D E}(P��UFkE OF 1�4ANHOL�9 �4ND VUA�`EFt VALI�ES: �'h� �onlrac�or sY�a�l ba r$spae�slb�e f�r lo�atln� �nd marking a1M �reviou�l�r axp�sed ma�h��es a�nd waker val�res Ir� �ach str�et �f ��is co�tracl befor� �� r�surfac�ng proc�ss comrn�nce� fot a� parkwcular str�el, _ l"h� c�n�ractor shall attarnp� to inclu�o t�e �onsxructEon Englneer (�f he is ��+ail�ble} in t�� �t�s�rratEo� �r�d marl�i�g a�ti+rit�, Irr any �v��t � skreet sh�arl be campletel� marl�e� a mGnrm�m of tw� (�} wor�cin� �ays b�iore resurf�cir�g b�gGns �n ar�� s#r�et. {1+��rkir�g tl�e curb� with palnt i� a re�omme�de� p�c�ciu�`�. It �halE �� tF�e ��r���a�kors �esp�n�+bilit� to r��fw�y khe utiVity c�rn�ar��e� k#�at h� has c�mrr7en�e� wofik on 11�e prajv�t. A�s the re�urtacin+� Es cornpl�tc�d �wlthin same ���} ih�e cnr�#ractt�r �hall lo��te t�a �avered mar�h�l�s and va�v�� and sxp�s� them for la#a� a�J�,strnent, Up�n comp�otao� �� a streel tk�e cor����c#c�r shall n�kify #he u�ili#ies o� th�s cnmpEe�Gan an� In��c�te th� st��t �f th� next one Gn arder f�r t#�e u#�It#Ee� to a�jus� Fa�llitles ac�or�ir��1y. 1'I�e �ollowing afi� �tility cantact persons� � ASC-7� PRELIMIN�#�C'�' � FOR 11J'�'�RI{41 RE111��1V ��JZ� - NOT ��R �O�J�7�l�C7f[�h! OFt 81�DI�1C� ��4F�T D�1- ADDI�i��IA�. �I�����►L ��I��ITl��� �orr�p�n� 7el��hon� EVumb�r ���tYrwe�t�rr� B�II �`elepl�an� �38�f�75 Texas l.�klli�t�� 3�6��4'I 1 Ext, 212� Lor�e �tar �3s-��8� ��ck, ��82 �ity �f �c��l W�rth, 8�"!�8'f�� �tr�et Lig�t and S�ge��l �ontact P��snn „�lr�t L9ne" �llr. F��y ��ug�r �1r. Jim B�nrtett f s# �11ii1=� 3���'.i'f i�'-.'1��' I �f cour�e, ��d�� th� t�rm� of t�rls �ontr�ct, th� cor�t�act�� sl�all �om�l�te ad��astmer�t �f the e�orm dra�n �nd I+�ak�r Ra}�arlm��t #acllit��s, c�rre �raffi� tar�� �t ��tme witl7ar7 frv� {5} v��rkln� days aFter �a€r�ple#Irtg #he lay�i�g of p����sed I�I.�,fI.C. �ver�a� adjacert� to s�id �acll�kies. An� d��riatian fr�rn th� abt��a praca�lur� ar�d alRat#ecl wo�}sing clay� map �esuit Cn the s�ut daw� of �1�� fasurfac�nq c�peratic�n b� kh� �o��t�u�#ion ����e����. The cantrac#or sk�alE be Eesp�nsible far all m�terials, equipmenk ar�d labor �� p��Form a mas� accur��a job �nd a�l �a��� to �h� ��r�t��c#ar sh�all �e f��ur�d s�absidfa�y t� k�ls ca�tract_ DA-��. R�PLA��1�1��V�' OF' �OI��R�'�� �UR� �ItrtD �UTT��: �or�tr��tor �ha�ll repla�e all c��maged existln� ��rb ar�d g�tt�r, as deslgr�ate� by #he �ons�rr��t��r� Er�gineer, a��d r�pfa�e wlt#� st�nd�rd c�ncrete cur� a�d �ult�r, C��down �ur� and gu�ter, or kn Ci1te klnd, �s goverrred �y 1he standar� �i�� �pe�i�ica#lo�s. Pa� lirni���for laydow� c�rh ar�d g�rkf�r a�+� a� shov�n in k�rawing f�o. �v�� �f #�a �tandard �pecifica�r+�ns. In��udod, �ncf rigur�d subsrdFary #o ih�� unit p�lce, wlll �� kfne r��uired excava#��r� into kh� street f� aid in the cor�struction of the curb �r�d s�uli�r, 7ha pa� lir�it +uil1 be 9" �uk �ror�� #!�e gutter Ilp, +u��l� s{�,rr�e day haul-off af the remov�d �rrateria� to � suEtabl� �um� s�ke. i�e �t���t v�€d sh�ll t�� Flk��d wit#� H.f�A.A.�. "'T�pe D" �nf� anri corr�pact�d �� ���r�dartd �i��r der��3ti�� antl to� so�C, i� ne����, �ha11 be a���d a�d I�v�l�� to �rade b+�h�nd tl�� curb. �x�sting imprav�mer�ts wit#�in the parkway such �s w�ter rr�eker�, s�ri�E�l�#' s�stem, �tc, da��naged dur�ng ��r�sk�ckE�n s�a�� be rop��c�d w�lh same or b�tter �k no �ast t� th� � kly. 8�ckfill �or c�rb m�d gutt�r sF��ll be c�m����t�d wi#Y�in fourteert ��4} c�l�r��ar days feom the d�y t�f de�n��lki�� to da�e o� �arr��l�tiar�. i! lh� car�tr�ct��r fa�r�s to �om�l�#e �F�e �+o�Ct wl�h'rn �ou�te�� (�4� c�l�r�d�r� da��, �$�0� doll�r fR�qulc�a#eci da�ma�e w�ll �� �ssessed p�r �Eac�C �e� d��. �'F�� uni� pri�e ��d p�r 1f�r�a� foot sf�ala b� �u�1 �o�pe�satlon for �il rnak�rfals, i���r, �qufp���nt ��d l��i��nta1� n�cessaey to cntr��l�te ti�� uv�rk. �A-�� REPLA��MEN� OF �" C4N�RETf DRiVEWAYS: This il�m ���II lnclude ilti� rer'n�v�! �nd re�l��e�nertk of �x�sti�� co���ret� d�Ev�way�. d�� to deterlo�atJan or �� silu��i�ns wher� ��rb ar�� gutter is replace� ia a�just gracies to �limkn�te pondi�rg wat�t with s�rrx� d�y k���l���f of tk�e r�m�ver� ma��rla� to a suitable dump site. For spe�lfi�atiar�s ��verning �his f�em see Item i�o. ��� "i�err��vin� Ofd ��rrcreke", kterr� i�fv. ��4,� �oe�cr�e�� �id�w�lk �r7d Drivew�y�". ��y li�riit� for c�ncr�te �r�v�way are as �hown In Dravuin� N�. ���5 �� #i�e �#andard ��e�lfc�tians. ., ;; �� "�' fr _�� . A��-�8 - — PRELIMINA�t�f -��I� �hITEFk�Af! I�EVI�,�1 Oh4�Y � h��T FOE� �ON�TREI�TI�tJ Q� BIDDII�� �►��T a� - ����x�c�r��� ����t�� ��r��ir��r�� 7he unit �rlco �i� ��r s��ar� pa�e�i s1�aH �e f�Cl c�m�ensattnn f�t al� Eabor, rnat�r3a�, o�ul�rner�t, sup�li��, and ir�c�d��ka�s r�ec�ssary ta c�mpl�t� t�� wor1�. DA-24 FtEPL�#��rVl��1�' CU� 1i.IVI.A.�. P�4V��41�hiT A�JD 8A�E: The �ontra��t�r ��all rern�rre �Il �xistir�g de�o�rnsd H.�1.�4,�, pav�ment and�or ba� ba�o mat�flal t��t st�ow� surface d�#�rlor����n ��d�or com�lete �ai�ure_ The Er�ginear wlk! idenl�fyr t1���e ar��s t�por� v,+f�ic�t tim� ih� ��n#ra�t�r w�ll be��n worlt, Th� f����d �rea s�aka be saw �u�, or oth�r slrrxi�ar m�an�, out of fh� existing �avern�nt In s�uar� of re���ngula� �as�ia�. Th� s�d� �ac�s sha11 b� cut v�rtic�lly �r�d all �ail�d ar�d C�ose rr��terfaC �x�av�ted. �� a pa�t of #ha �x�a�vat�on pr���s�, s11 unsati�factory base mai�rial shall b� re�noved, if r�c�ulEed, t� a de�th �uf�cier�# to ob�air� s#able stiGb-�ase. Th� tota� d�plfr of ex�ava#s�n �ou�d rarr�� �rom a couple of �ncl�as #o ir�cl�de #he surfac��base-same s�b-k�as� remav�� for which th� �e��ineer wlll se�e�t k�e nec��sa�y depth, Tk�o r�m�ir�a�g go�d rr�aterial shaG� b� ��v�led and unl��rmlj� made read� #o a�c�pt the #ill r����eriai. �111 e�ca�rales! rrta�erial shall ho �auE�d off s�l�r th� saer�� �a� �s excar��te�f. t� a�uitabie d�mp slxe, �fter satEsfiactary �omp�etion �f r�moval as outl�r��d a��ve. th� co�t�actor shall �kace tk�e �e�mar���t �avernen� patch, wa�� "T��� D" �urF�c� r�r71�c. 7his iterr� wi11 alway� �� ��ec4 ��an if n� base irr�prav�mer�ts ar� feq�ired, Th� p���ase� H.�1.A.�. r�paar sl3al� rr-ra#�h th� axlsti�g p�v�menk s��t�on or #ho ���t� of tE�� fail�d mat�r�al, �hlcho�rer is r�reater. Fio�ever, �he pat�h thlckn�ss �hal1 b� a mir��mum of � in�has. �en�rally tt�e �xisting H.11rt.�,�, �av�rnent t1�Gckr�ess wlll r��t exc��d 6". ��fore t�e pal�� I�ye�s are ap�la�d, any 1o�s� finater��l, �n�d and�ar w�f�� sh�ll b� r�rn�ve�, A liqui� asp�aCt �ack caat sC�all be a�plied t� a�l exposed surfac�s, �'lac�mar�t o� th� surfa�� rnix Ilf#s shall r��t �xce�d � in�he� wilh vibfat�r ca�npa�c#ions t� foll�uv ����r lift. �orr�pa�tior�� �f �h� mix sha1E be io sta�dard d�nsities of th� �Gty of Fart V+�o�th, r��a�e in �rep�rtatian t� ac�ep# th� rec�+cli�g pr����s. A�11 2�p�iRc��t� pr�►�Isions of �#and�rd Spec�f�2�#�or� Item Nos, 3�0 "l�sp�a1#s4 011�, an� �mulsi�ns", �0� "i�rime �o�t", and ��� "k���-A+t�x As�h�iti� ��ncrete" �1�all �ov�r� w�rft, The u�it prGce bid per c�b�� �ar� �h�ll be fual �om�ansatlor� for �rll mater�als, Cabo�, equiprr�ent an�V i��ide€tta�ls n��essary to co��lete t�e worEc. DA-�5 CRAD�D �Ft�l�H�D �T�I�ES: This i�em �Y�a11 be used t� rapaEr the FaCleci base mat�rial ir� are�� e�ccead 8" dee� as �ir�c��d b� lh� E�rglr�eer. The m�tetial sF�all be gra�e� �r�sY�ed s�o�a�, For speclf��ati�ns g�v�rr���g this it�m s�� l�em h1o. �fl� "�lexible Base". `�I�� ur�i� �rrc� bid p�T cu�'rc y�ard shaH be fulf �on�pensation #or ail it�aterials, Is�or, ec�uipm�r�t and inci�c�r�t�ls n�cessary #o cam�lo�a ti�� w�rfc. . ��4-�G WED�� MI�L�Nfi� �" T� �"' D�PTI� 5.0' WiDE: !�. De�cripti�n 7��� Iterrx �hall �nsfst c�f fnllling the �xisting pav�mer�t iram th� I�� �� ��tt�r a# a dep#Y� of 2" an� tra�nsitia�ir�g ta n-Eatch t�� ex�stir�g pavement {�" �utj at a minim�m width af �'_ Th� exlstar�g paveme�rt to #�� mil�ed will eit1��� b� asphalt, �on�r�se, o� br[ck p�vemenE, The r�maval a�rd d1��osal of the rr7Gl��d mat�ria�s sF��M� be �� d�rec��d by� the Eng�n��r. Th� - - �1��-79 �F��L1Mih1�4�Y - FO� fh1T�R�M REVIEYV OhlLY = NO�T �Of� ��N�TR�1�'�ION Ol� �EC�plh1� PA��27 �A - �lD[�I����VA�� ����IAl. ���1D1T���1� m�ll�� surf�ce sY�all {�rovld� � srttnolh� surface �re� fir�m g��g��, rid�e�� oil f�ilrn, and oxh�f imp�rf��ti�ns nf warkrnar�shl� a��i shaEl hav� � ��n�form t�:�:t�r�d a�pear�r��e. Ir� �!C �ituatior�s v�rher� th� ��cis�€r�� F�,�1,fi�,�. s��#ec� �a�k��ks tfi�� �uri� fa�c� �h� �+e�{ge rnlllir�� sha11 1s�ciude xhe r�m��al of the exlstGr�� �sph�lt ca��rin� ihe �ut�er up t� and alor�g l�e ��ce �F cu�b, Th� �,v��gc� mlillr�g �paratlar�� f�r t�is projv�t wiil b� perForm�d ln a�onli�u��s m�nner a�an� both sis�es �f tF�� streek, De#al�� o� milli�g �ac�#ians �re at the �a�k af tC�ls d��urr�ent. �or�tr����r is r�qulr�d i� be�Gn t�� ovs�ls�+, wit#�in �iv� ��) �a�er��ar �i��rs fr�� t1�� ciak� of !he w�dg� �EIlir�g comp����or� of ar��r �ne str�ef, �l�ould the cor�tra�tor �all to rn��t thls candi#i��, t�e wedge m�l�ing v�rl1� �e s��ut dav�n, a�d Ilqurdat�d dama�e af �500.0� �er day per stfr��t wiH b� as�ess�d ���II aal w�dga mi11�d s#r��ts �r� �v�rl��re�i. The overlay, once begun on a sire�t s1��1� �ot�tinue unintefr�xpte� ur�til com�l�te, Tfne ��r��ra�k�r s�r�ll I��ul-o�� the remo�r�d materFal to a suit�ble d�m� s�t�. �3. �q�ipm�nk Tl�e equlprn�nt F�r re��v�ng th� paveer��nt s�rf�c� shall be a powor o�e�at�� r���llln� machine or oth�er �c�ua� �r �e#xer mec�ranical ���n� �a�ai�le of r�m�vinc�. irt �ith�r on� p�ss o� twa p�ssest tt�e neces��ry p�v�rr�ent fk�ic�Cr�ess In ��Ive-foot min�mum wtd#h, �`he �u��mer�� sh�all be �olf-pro�elEed w��h suf�i�i�n� pow�r, trac�kor7 �nd �iabiGi#y ka enair��ain accurale deptYt af cut ar�d sla�e. �'he ��chine shala be eq�t�ppe�i wit� �e� i€�tagrai loadin� �r�d r���aEm[ng means #o imn�edi�t�Ey r��n�ve m�teri�l ���r�g cuk fram the surf�ce of the raadw�� and dlscharge the �ukti�g� Into a te�,ck, �kl in �r�e �pera�lon, Ad�q4�at� back-up �qu�prx��nt {�����nica�! s�r�ek swe�p�rs. I�ad�rs, wax�r �r�ck, et�.} an� �e�s��r�e1 w�ll also �e �eov�c#e� to k�e� fEylr�� �us# #o � rninimum and ko lnsure tha�# �!I �t��kCngs are rem�v�� f�om str��k surFace rfaG��, St��k��5ang of �la�red rr��k�r1�1 v�111 n�� b� parrr�it�ed an #he prcr���t sate unlmss ��si�n�t�d bp the �n�ir���r. T�e r�a�hlne shali �e �:q��p�ed wlth me��rs to contf�E �ust �e�ated b� the c�tti�g a�tl�n an� shall h�ve a rnanu�l �ystem �rc�vidln� f�r unifofr�ly vary��c� the depth of �ut while �ho rnacf7in� is in ��ti�� thereb� rn�kir�� it pass�bl� to cut �lush to a11 Inlets, r���[��las, �r other obs�r�ctior�s wit�in t1�e ���r�d ar��. The spaed of the ma�hin� s�a�1 b� ua�i�ble �n arder kc� leave t�e ��slred �rid patkern speci�ed uR�Gdee �urf�c� Te�ctufi�. The u��1t prCc� laid ��er linear �e�t �h�11 be fuii com�ensa�t�n for a�f I�bor. rnakerEaE, ��uC�me�t, to�l�, ��� ir�cld�r�tais r����ssary to com�l�te €Y�� wor�. 17�4��7 B�#TT J��N7S � I�AI�.L��; A, �escr�pt�on: Th€� 1t�m �'�qu�r�� th� c�ntr�ctar #o m�a1 "bt��# J�ints" �nto �ss�cia�ion w�ih tk�� +�e�ge mill«rt� ope�ation �f'�41� f�`EM C�� loca�lo�s �s d�sc�ibed �elow, Tf�e but# �oint wilC pro►�ade ��� v�hereb� th� ri�w ov�f��y sh�ll m��nt�kr� c�r���ar�� �epkh a# th� te�mtnat�ci �nd the new sur�ac� elavatian r��tch�s thc� �on�kru�t�or� �ctivi�€��, perf�rmar�ce �ta�dards and e���E�meert tl�e exis�ln� surfac�, in . �) ko #he �laplh and ak M width tr�nsi#ion sectlon, ��ir�t #�� n�w ove�l�y is �xist�r�g pavement. The n�eded ��r #h� bu�E j��nts � ASCµB� PR�LIMIN�41�`� � F�R INTE�IM Ft�1JI��N ONL1� - NOT ��Ft ��N�T€�U�T14�J �R BiADINC�x ��►r�� �� � �a�v�ri�r�►�� ������►� ����ir���s _ � �. millln� ope�ati�ns s4�aN be gaverr��d b}� �}�e �pecl�l pro�isia�s o� Pay Ikem 4�0. 9- W�dg� Milling. 7h� oo��ig�raiion of #�� �ut� jo�t��s ks des�rib�d ln m�r� d�tail ��1ow. �enefal �et�kfs of ��tk joir�� lacati�ns -�1ong with �v�dg� milGin� G� �a�reral - are sh�wn l� ���n fo�m al �h� ba�4� �� thls d�cur�ar�t. �ans�ru�t�on C��ta11s �rio� t� #h� rnll��r�g of t�e bu�t �o+nts, t�e �antractar s��ll c�nsu�l wltri lh� �ons�ru�#ion ��rgine�r for ��ap�r iacati�n �f th�se j�Enks and v�rify lh�t tF�� s��e�t�d 1€m��s of the pTo��C�S' S�fe�t �C`� CUff�Ct. 'Fh� ��r���al loca#lans �of bukt �oant� are �k all b�ginnir�g ar�� �ndin� poar�ks of s�ree#s Eistosf in #�e �raje�t �nd as rr�or� graphlcally d��a�Ee�l a� �h� ��cl� of this sp�cificat�or� bo�i�, T�e joir�ts ��e alsa requFr�d an bo�h si�es o� all raklf��d tra�ks ar�d �on�rexe uall�y g��ters, brid�e de��cs an�l �ulv�rt� an� a�l otY�e� it�ms whs�� #�an�verse �k�� stre�t and �nd ih� c�r�tinulty af l�e asph�i� s�rta��. ���h �u�t �o�nt shall be �0 fe�t I�n� and mill�� out a�ross th� Eul1 w�dth �f krie stre�t s��#lan �� a tap�red ���#ri o� �", TY��s rnil[ed area s�al1 be taper�d wf�t��r� tha �� fe�x to a deptf� f��m �" t� �'" a# a 11n� a�#Jac�r�� ta the be����ing and endir�g �o9rr�� �r �n#e��r�e�liate trar�sve�se �t�r�s. T�9s l�uxt J�i�t - wk��n ��erlayed - wlwl c�n�i�k of a as�hal� section tE�at wIU trar�s�tkan the n�w ove�la� t� �natch th� �x�sting pav��ner�k �leu�4ion, T#�e �a�����tor sha�! p�ovid� a tempor�ry v�radg� �f asp�alt ax all butt J�Ir�ts t� pr�vad� � �m�atE� rida �v�r the �ur�p. h+leas�rer�errt a�d 1�aymon# �ult jai�ts as �r�s�ce���c� ab�ueF 4i+III t}$ Il'IB�S�r${� �}� iF1f� 1il��t O�' $�G`fl �U� �Olflt C111�I$�. Th� �is�osal v� ex�e�� rr��lon�l i�va�ve�� wil4 n�t bs �eas�red faf {�a�+rn�r�t. �ac� but# �ai�t�mallec�, measured a�s aba��, compl�te-lr� pla�e-�� a��or��n�� wlk4� tl�ese spe��fiica�ion�, wl�l t�e pai� for a� tk�e �nwt price shown in th� �rc�po��1 for uB�#t Jaints". Y�e unit price �id �er each �ha1E bo fu1� oomper�sat��n f�� �11 mllilr��, incGu��n� �-r���eri�1 �aul-�i�, tcofs, la��r, �qu�pm�nt a�d �ncldentafs n�c�ssary to �amplete �h� re�u�red war�c. ��,-�� ��� �.�n.�,.�. �U�2F�4�� CO111��� {TYPE ,�o�, r��x}: All ��pMic�bl� provi�9ons �f �tand�rd �pocifications, Ite�n h1os. �1 � °'�-fot-�I+I�x �Qspi�alifc �ar�crefe" and ��� "�er�tral Plank f�ec�cli�g-Asphail �an�re�e" st�all ��p1y t� the c�r�st�u�tian r�ethod� f�r this �ortior� of the praj���. �ka���r� ����ffc�ti�� ���.� ��� �haN be revis�� �� �olEows; Th� pr9me ��al, #ack �vat, or �he asp�aill� rr�f�cture �ha11 n�� �� pl��ed �nfes� �he ajr t�mperature is fi#ty {��� �egrees �ahr�n�ei� ar�d risin�, �he t�m�e��k�re b�ir�� #alcen i� th� s��de an� aw�� fr�r� art�fi�9al hea�, �sp[�a�ki� �ateri�l sh�11 a�sa n�t b� placed w��r� th� win� �ond'rtl�n� are �n�uf�abEe ir� 1�� v�in�o� of �h� �rt�ln�er, 7h� �antractr�r shaN furnish bat�� ��s�gn o� #�+e �rr�pos�d hak �nlx aspt�altic ��ncret� far �i�� app�o�+aa 4� h�urs prior ta pla�9ng #F�� �{.�+l,A,�. ov�rlay, �'I�e �ity wkll provsd� la�ora�ory controi �� ne�essary. �'I• �ri M';-'�;:)5 5' �J�x�� I �RE�IV�I�JI�R�f � FQR 1NT�#�1M R�'VI�W O�VLY - hIOT FOf� ���1�TRUCTI�N �R B�DD��i� ��1�� �� - ��������i�l�,,. ������� �,��������� 7h� unik price bi� per s���r� yar� af H,1v1,A_�. �om�kete �nd in p�ac�, s��11 b� fukl c�rn�ens�tion for all I�b��, �a��ri��s, e�u��rr�ent, to��s, and le�cl�er�t�l� nec�ss�ry t� compC��� tt�e w�rk_ D�1-�9 I���I�A��l4�Eh�T �F T" ��N���T� 1�A�L��f ��tT'�I�: Th�� �#em sl�aGl In���kde the rern�vaf and ��c�r�str��flan �f exi�#in� ��n�re#e vall�� gukk�rs �t loca#lor�s to bt� ��lerm�r��� Jn f�eld; ��finav�[ of exi�ti�� con�reke vaC;ey, aspY���t ��+ramon#, conc���� base. c�rb �nd �+�tf�r, and n�c�ssary �x�av�#i�n la irrst��l the �o��ret� valloyr �utt�rs a1k ���fl be su��idi�ry #a t�is pa� iterr�, Furr�ls��ng ar�d plac{ng �f �;�7 c�r���ete b�se and ceus��d ilmest�r�e to a de�t�r as directe� by th� ��glr���r a�nd r�ec�ssary as�hal# transi���n� as st�owr� €n l�� concre�a va�ke� g�a�t�r �ataN�, s�al1 be subsEdia�y ko thi� F�a�r 1tern. �ae �tand�rd spe�ificati�� Iterr� f�a, 3�4, "�on�r�t� Paver��r�t", I��m �� �"H�tµl�i�c A�spha�lic ��n�ret�", I�m IVo. '���, '�I��mavin� �ld �on�iete", 11er� h1o, �OG, "�.Jn��a��l�ad �trea� �xcavat�an" Itern hlo. ��� "�'lexlble �ase,�� 141easur�mer�t f�r final quantitiea �f valley gu#te� wili be b� thv sq�a�e y�r� �f �oncret� pavemer�k �nt! ti�e �uri� �nt� guttor section wiil be inc��d�d. �onir��t�r ma� substitu#e 5" norr,reir�for�e�l �2;�7} �oncret� �ase �n Ile� of �r�isl��d �kone �t r�a ad�ition�l cost. ��o it�rn 31�" �onc�ete Pavement". �s�haEl bas� ��aEe��a1 ��� iae r��ufr�d al times as d�rectad b� tk�� �ngin�er �o expedkt� ihe work at to�ati�n� �dentifi�� in �E�e ti�l�. Th� concr��e �h�l1 be cl�si�ned to �cF�leve � rrt�nimum c�mprassEve �tren�th a� �040 pour��s par s�uare kn�h. ��r�tt�c�or sha�l �r�rk �n one�hait �F 1J�Ikey �utt�r �t a#irrke, and tY�a ��her half shaEl �e �p�� to ttafi�c. Wo�k sh�Cl k�� c�rn�+Ceteci o� ea�h �a1f within s�ven �7j cale�dar days, If lh� ��ntractaf fails to comple�e �F�e work a� each h��f w9thln sev�n (7� �aCer�dar da�+�, a$'��0 ��Ilars ��qu�date� darnag� wEll t�e a�sessed ��r ea�h half ofi �+�11�� �utt�r p�e da�, Th� unit pr�ce b€d p�r sqr�are �ar� for �r�n�r��� 1���ley a� sf��wn ort #he �rap�s�1 wlil b� i�al! corr�p�r�sakl�r� f�f mat�rials, Iabor, e�ui�rr�entT toois and le��id�ntais ne��ssary x� �omplet� t�� �vork, �A-3� �1�YV '�" �O�J�f�ET� VA�.L.�Y �UTT�R: This ���m shall Ir��luci� th� cor�str��t��n �f �on�ra�e val��y �utters at �rari�us lacatl�rt� ta be de��rmin�d it� fie�d, E��rnovaG �f oxi�iin�, ��pY��lt p�v�m�r�t, �an�rete base, cu�� ar�d g�tter, a�d necessa�y exc�vatian �� �nsta�ll t�e �or�crete valr�y �uil�rs all �k�afl be s�bsidiery to t��s �ay l#em. ��rr�ishln� ar�d placir�� of �.�27 c�ricr�te ��se �n� �rushe� Ifine�tone to a d�pih �s �Ire�Led b� ihe �n�ine�r a�d r�ece��ary as�ha�k �rar�s€tlans as sk��wn �n tk�e con�rei� va11�� g�iler detaiEs s�aN be ���s�diary to f.�is Pa�r IKem. ��� st�n�ard sp��lfi��tlor� �tem �lo. ��d�", ��ncret� Paverr��r�t". I#�m 3�� "F�l�t-Mix �sph�lt�� �ancreke", Gkern �1�. 7�4, "R�rrtaving �Cd �a�crete", �t�rr� i�la. 1��, "Un�lass«l�d Skr��t ._.�`x�� �� '�' �1SC��� �F��L,I�h1h1ARY - FOR 1N�'�R�M Ft�VIEW ONLY � N�'� �OR ��NS�RI.x�T10h� OR BIDDING �ri�� 1.�## " /-'►�L�[ 1 ����L.. �7���r��i,.. 4��Ll��l�1�+1� �xcava�i�n" ltem Na, 2�� "�I�xl�l� Ba��." N1��s�rem�nk �ar �n�l qua�+tities �f vaE1e}� ��t#er wlll b� �y t�� ��uar� yard of concr�t� pa�reme�€ ar�d ��� �ur� and gu��er s�ctior� wi11 b� Ir��lu�cr�. ��e�tra�kor ma� substl#�#e 5" nor�-relnf�rr�c� (�:�7} �or��ret� B�so i� �ieu of �ru�l��� �E�ne ak n� ad�l�ti�na] c�st. ��� Ikern ��4" ���c�c�#$ Pa�ement". The concret� s�a1� b� �esEgned to �ch�eve a min�mum �orr�pressl�e slren�th of ��0� po�r�ds �ef square 1r�cn. ��ntr�c#or �I�all vvor� on ane-�half af �1a11e�+ gutter at a�itn�, and #�e at�ter h�l� shal� �e �p�� f� fraf�c, VY�rk shall be �ompl�#ed on �ach half wtthir� se�on {7� cal�ndaf da�s. If th� �ontra�t�r ���1s #� comple�e Ih�� w�r1c �n e�ch Y��If wl#hin sev�r� �7} ��I�r�d�r d2�yS, �$��0 �lc�llars I'rquld�t�d d�rna�� will be a�s�ssed per �ach half �f vaile�+ g�€#�r par da}r. �'he u��t pr�c� ��d p�r squar� �a�d �or �o�cre�� Valte� as shown on �t�� pra}�osa1 wE�! �� full �orrE��r��ati�n �or materkals, I�k��r, eq�l�me�#, ta�ls an� Inc�d�nt�l� ne�essary to cam�l��e the work. D�l-�'1 #���14" �'1'A1�1�ARD UVH�ELCHIo4iR I�A�11�: The �antractor s�all cons��-�rc� st�e�dard con�r�te whe���Y�air r�mps as s�awn �n #he er��l�sed de�ails. �r �s dire�te� �y #i�� En�inoar. 71�e rem��ral of �xistir�� ��bskandard WC���ICll�lf ramps and si�ewalk as r�qulfed €or k�� insfallallar� o� new v�heelci�air rarnps shali t�e subsidiary to k�$s pay� i��m. TF�e remo�ral and re�la��me�t o� existing cUrb anc� g���e� as re�uir�d far th� ir�stall�ti�n o� new wF���l�halr tarnps shall k�e ir�cluded in �a� Itarn 5�R�m�val �n� ���I��ement of Curl� a�rd Cul#e�}, Pay limfts f�r 4a��dawr� c�,rb and gutt�r ar� �� �F�avtm in ti�e �tandar� P��+ �.imf� Deta1C {WR-�}. The pa� ��frrit wii� ex�end fro�rr �" �utsi�� t�� Il� �f guxt�r t� 1�" b��k frorn tE�e face c�f c�rb. Any a�s��a�lt tie-in �hall b� ��b�idiary t� �k�� cur� and gutter �ay Il�rn. Pa� �lmEt� far "��anc�ar� V�+hee��hair R�m�" w�ll slart � 5" bac�C from ��� fac� of curb anc� �r�c�rn��ss �h� r�m�ind�r o� the �a�np and s9dewal4c, A11 applicable provisiar� o# sta��ard �pacificaksons I#�m �4� "R�movin� �1d ��r�cr�is" a�d It�m �0� "�a�cr�te ��d�walk Drivewa�s" shall appay axc�p� �s �efein m�difie�. A1� c�n�r�te flared ��rface shall be ��lor�d wl#ri ��TH��H�t�h+1� �olc�r hard�r��r �s mar�ufac#ur�d b� E..�S. �cofield �omp�ny or equa�. T�e coEof �ra�der��r s�r�l1 �e bricl� red ��lor �r�d dry-sha�e t�pe, and s1�a11 be u��t� in �c���dar�co w�th ��nu�a�tures ir�structior��. �or�cr�te �tain ma�r b� ��pl�ed af�ar �o�rcret� Is pour�d (Pr�duc� s�Ed �y ��IER}. „�ontractar sha11 prov�de a�olor�d sam�le cor�crete panel of c�ne ��ok by one �o�ot �� �hr�e �rrc�vs dirnensi�n, ar otl�e� dim�ns9�n approveti b� th� �r�gine�rr �eeting the aforem�n�ror��d �p�e�Ifica�Gon, T#�e �arnpEe, ��or� a�prov�l b}� the E��i�e�r, sl�all be tl�e ��capt��le �t�r�dard ta be ap�li�d far ai� ��nstr��l�o� co�ered in the �cap� af t�is pay �te�n. The rneihod o� a�alica�lon shall bo by sc�eer�, slft�r, sleve �r other means ir� ardar to prou�d� for a unlf�r�rt color dlsir�but��r�." Th� �nit pfi�e bid per s��are yae� fnr 4" s#���ard whe�l��air rar�� a� �ho�+n or� �he pr�pc�sa�1 wll! be fufl �ompens�tian for rnak�ria�s. labor, equip�ent, tools and In�id�ntals r�eces��ry ta �arnp�t� the work, '�� '}' A �}f � � �r� �` ������ PRELIMf�IA�I�Y - �OFt IN7�1�1�41 R�11�E�V �N�.l' - IVOT ��� ��{V�T�L�CTIQN �i� BIDDING ����r �� - ���Nfi��r��� s���i��. ����a�ri�r�� J ��-�a ��� ���r���r��r ���.tr���z�►��or�: �ar�tr�c#or sf�a�1 �u1v�r��� t�e ex�stin� p��+����t #a ���pth af �". A�ter �u1v�r����i�r� as c��npt�te�, conkra�#c�r shall t�m�a�a�� t�m�ve and stor� ���� 8" d��p pulve���ed rnat�rial, th�n �uk ti�� b�s� �" to �ro�id� ���ce #�r tY�a new �" �i.h+1,�1.�. surFac�. The �" bas� c�t sha11 slart at � deptF� �f 8" fro�n th� ex€st4r�g� pulv�ri�ed surf��e. A�ker tC�o u��ier��� ��eratian Is co�n�l�ted, corrtrac�or s��ll s�read. rnlx, �nd com�act i�he pulv�riz�d m�f�rial ta a���� car��pa�ti�t� ��� �ily's ��an��rd �p�clficatio�s oT �s dir��te� by th� E�gl��er in the fi�Ed. A► 5°�� pa�kl�nc� cemenk sl�all �e use� ta mix th� pui�+eri�er� rt�aterial. DA-'�3 F��II��OR��D ��N�RETE PAl1EME�V�` �R �AS� �L�TiI.IIY �UTj Ti�e fo�lawtrr� sp�ci�rca#€a��s afi� for t�e furnishirrg arr� plac�r�� o� reinFor��d �oncr�t� pav�m�nt. ar bese as sh4w� on cl�tail ar��l as dirock�� b� trie Engir��er. �A, �EIV�RA�.: F���nf�rced �nc��te p�uer�ar�� or b��e sh��1l canfarrn ta S�eciF�ca�ion I#��n i�o. �14 #�ereln exaep� fo� fi�i�C�a�g �rad ��rir��. B, �iNI�F�EC�Vfi; Tfne fefr��or�ed c:�n���#e shall b� �rou�ht �a a uni��rm surfac� b� w�r��ng with a w�od�r� flo�t, The surfa�c� ���CI b� fE�sh wath t�� ad���er�� pav�m�ni �nd shall �ave a finish s�mll�r to !�� su�nur�di�c� pav�rrtient. Ti�e s�rfa�� s�all b� �van a�nd shaf� provlcs� � s�-a�oth �I�je. �. �llRkN�� Tho r�lnfnrced ro�r�r�te pavement �u�f�.ces �ha11 b� spray�d �,nlfarm�y witl� a mer�br�n� c�,rlr�g compot�nd cor�f�rmie�g to �i�e r�qulre�er�ts �� ��Tivt �-3��, T�pc� �, whi#�-�igm�r�ted �c�m���n�, whicri sh�ll not ���t1u�e �etm�e��t�� di�c�l�r�fian of tt�e car�cr�t�. �onc{r�t� shall t�e aElowed t� a��e far se�r�r� da�ys of tesk �yGi�der� reacf� ���0 ps� ��f��e r��ov�l �F barr�cad�s, I�. �����`�I��l: It�c;uded in t�is iteFr� will be #he ro�r��v�1 �f ttle ��cis#i�7g reinforce� �an�r�te ��uerr�e�k. TI7� e�clsting ��vc�m�nt sl�al� be sav�r�d �� �s ta maintair� �n �v�n, skraigh� ��vem��k ��k. The �x�stin� reinFof�in� st�e� �t saw�d lin� ar��l �ons�rucli�r� j�lnts sha11 �� ka�pc��E �� ir��hes ��at1� the �ew rei�f�rced c�ncr�#o paver�rs�k, 7h� arci�tln� al�el �I�all Lr� l��o��ugha� cleaned b�for� l���ing. 1"�� followln� w�tk rn��f��d wlkl b� p�rfarrned on ea�h utillk� �ut: 1. E'fac� �a��ty sCgns, bar�icad�s an�lor othe� warni�� devfoe� v��tere ne�e�,s�ry and as r��u[r�d_ 2. f2epla�e p���m�r�t t� rtear�s# J�1€�t. 3, �l�rk out t�e da�ag�� 2�r�2� �,+iti� k�e1, ch�lk I+ne or pair�x b�ing s�r� to in��ude al� �r��s r2C{Uiftn� re��lir. �4. Saw �ut �,�or�g ma�r4ce� I'rr�es � rninimr,m af lw� (�) fnches d�:�p. ���-94 PFt�L1�E�NAI��f - F�R IiVTER4M I�EIlI��N D��.Y -�IOT FOF{ �D1��7f�U�TI�N pF� BIDDSN� P�41�T DA -� AI3C�ITl��AL ����IAL ������1�11�� 5. F�ernove e�cis�i�g cancrete. �, �o�m joFnks and pla�e fi�fnf�rcGng s#��C ar�d �owe1 Bars �as re�ulre�l� acaording tv s#�n�ard spe���ca�i�ns, � l. Paace �r�d ��nisl� con�r�te, B. �I��� u� job s�ta, rsma�ing alk ��bri�. 9. �l+�a�ntain traFfc c�ntr�l devlces to pro��ck th� �r�a untif the c�nceete Fra� ��tred �e�en da�s or cancro#e feaehes 3�0� psi cn�n�f�ssiv� �tren�tl�. I����'1��1����1 F'ayment sha11 �e ��de aE #I�� unCt �rlae �e� IEr�ear f��t �s sho�+n �r� th� propos2�E �nct st�a1� be fu11 comp�nsatia� ��r fumishin� aN �a��r, rr�ateria��, ac��+kpm�r�t iools and i�cid�r�t�l� n��ess�ry to cn�ple�� th� woric. D�-34 RAI��� P�►1lEME1�t7' SU��4RFCER� AH ap��i�bl� provFsior�s af �tandard �p�cEflcations �or f�osdw�� M�rkers �Buttor��� sh�ll app�}r, The �ar�trac��r �Y�all ir�stall standard r�a�w�y rnark�r� acc�rd�ng ko city �pe�ifGcatioe�� �� show� t�n pian sheet or as directed by th� Engl�eer. Pi�ase ���er t� "�oadway� N1�rk�rs �pec�f catio�s". DA-�5 P�TEFiTIALLI� �ETROL�tJM ��NTA�411�J�4TED �1�17EF�IAIL HAfVDI.I�I� A, G�N�#�Al�: IN1�e�e kn�w� ��F ��� d�sl�� eng9n�et, #h�e Ca�c�#lor�� o� poten#��11�r p��ra��um contamG��aE�d mat�rial �s�tC} t�a� m�y b� �r�caunt�r�� d�,rir�� e�ccavatl�r� ��dlor �ar��truct�on act�vl�l�s wlrl b�e s�r�we� on kh� plar�s. �or ��I Iocal�on� where ma�eri�1 �s �xc�vakeri and �uspectsd �f b�ing r.�r�ta�nina�� will� p�troleum prod�,cts. wk�eth�r 1�naw� or nnt, these specia� cor�dEtaons ��� to �e fol��wed. Th� c�n[ractor �� also �� fal�ow �N a�plC�ba� F��eraf, �tate and �.acat f�g�l�tlons wh�� ha�dGir�g Ccnown �� susp��t conla�nG����� rr��t�nal� {sof�s}, '�. W�R� iCV�tI.IDED a. ��ccavation, st�ck��lin� and test�ng of ��kentlaaly P�kFofeum ���[a�Cnat�d I�+�a#er��l. b. R�r�ova�, testing. and di�pa��l af pe#fo���r� cor�tarnlnat�� g��un�w���t. c, �btain�rtg and paying far req�ir�d p�rmits. d. F�lir�ng �� qualCfi�d ��'iUIC�llk'�1{.'fl�f �}fD��S5i�1"i�1 �onsu�ta�#{s}. ��ntra�tar w��1 �� re�uir�d t� �u1�rr�ki k�� e�vlronmer�tal corrsult�rrt's ��t�erlenc� an� �uali�`���fl�ns [o #rie �ity �riar t� beginr�in� wor�t in are�s �� �atenttakly Petrolsum �an�arrs�nai�d ��+iaterial. e. F�Irk�g �f �u�llfie� �r�vffi��tmer�tal �am�ling prof�s�lonais that +r�il� colM�ct an� s�bmit sar�pl�s t� th�e a�pl����le �sty of Fork Worlh #�s�ing lab�ratory_ �h� �Cl� �� Fart --_ ���-$� - PRE���II�AF2Y -�OI� ��lTEftlf�! R�1JI�1N ON��f - N�7' FCIR �ON��i�U�71+Dh� �R BCDDCNC, �A�T D� - �1DD�T����� �P���A�. �C��1DiTI�C�� V�lor�h"s fle�artrnent �f �nvwror�m�nt�l fV�a����rrient foe caor�inatia� o� �aboratory tas�l�g, �_ R��E��N��S a. A�II a�pp�lcab�c ��HA reg�lat�ry requi�emer�ts. �. �li appMica�Ee Envleor�mental Prot�c�i��� l�c�c�r�cy ���A� re�ula#�ry req��rernents. c, �ll appl�cabl� �t�te of �'�x�� r��ufafory req�,ie�ments. d, �11! ��piic�b�� ��ty �f Fork 1North (�it�+) r���latory r�quirer��n#s, �. AI1 a�plicab�e �1��}�'J st�nd�r�s. f. A�I appli��bl� ii�1F��� E�qulr�mc�r�k�. �, �t1�[v�l'I"'1'A�� a. 7h� r.on�ractor �ha11 pre�rarc� an� submll t� #he �i�y's �]e�a�m�n� �� Er�vir��me�t�l �an�ge�nent, �enior �pe���lls� In �orr�pE`rar�ce, plans f�r h�ndHng P�ten��ll� P�t��f��m �r�r�tamir�atad �ater�al �I�P�fu1} not Is�s� t�ar� �� da�s prlaf t� commer�c�r�g ex��vat€an. b. ihe �o��trac#ar sh�all take r�e��ssary �reca+�x�an� �rhi�e perF�rmlr�g th�s pr�J��t, ��rrtra�tor sh�afl not comm��ce PP�M w�rk �1 j�an�c�,�k�r"s s�I�m�t��C #or deali�� with PP��+t ls r�vlawed b� ik�� �ily an� ��� lh� pi�ns �i,�., drawJrtg �r�d descr���ian) f�r dis�i�a�g�ng an}� #reated liq�id fn#,� lfi�a �ta�tn s�w�r �r ��ni�ry s�wer are r��i�wad b�r t�e �i�}� {�� and acce�lable stock��le area i� fcE�r�lifie�l �y tF�� �ontract�r. c. ��r�tr�ct�r sY�all subrnEt €f�� e��m� v� Y�i� �r�pa�ed q�alifi�d environn�ental prt�fessiaG�ar consult��t{s� �nd pr�p�sad �E��I� �la�dlkng Pl�� �o khe �I#�+. Th� PP�ArI Flandlin� �lan �I�all �n�iude t�� ��ta�led ��qu���e of cor�s#ructian including p��pos�� excav�ti�r� ��d �tand��n� rnethads, pr�pos�d c�rtEers fc�r co�#�m'rnated m���rial�, wa�te �isposa! sit�, and a 1f�t qf an� ��rmi#� #hat m��r b� r�t�uire� fc�r PP(��1 I�a�dl��� ar caniarra�r�at�� ma��r��xs dls�osal, T�e �bo�e da�� mus� b� ��mpiEed and arr�e��ed in �, for��at that is acc�pi���� �o t1�� Texas Nalura�l i�es�urc� �onsorvaklar� �o�nrr�issfon {T�R��}. �, �ant�a��o� �i�akw sut�rn�t a�t�a1 �Irn��s o� I'P�hA ex�av�iso�ti, as �r��a��� t�y his �t�alified er�vlr�nmvr�t�l �ansu�l��k(s} a�d #�s�ing I��, e, �ontr�ctor sh�ll su�rr�lt for r�v��w tho prapased ca�rl�r �i�e �7�#erial t� b� t�sed wlt�� th� a��ual llmlt� �� I���� excavatia�, Incl�di€�� pfpe gasl�et a�d carr�er �fp� c�a�1n� ar lan��. B. PRODUCTS: �. P1F'E �A�I{�T i4�ATERIA�,. Mat�rr�al� u��d wEt�i� �� �ctual 11rr�jts �f F�P�h+l sx�avak��r�. inctudtng pi�� g��kat�F Sh�« be f�S[St2111k l0 ��t��lG�+I.C� �}+���CB��oF1 d�t�Ro���i�fl. �, �7CE�LlTE�N: 1, PDT�fVTIALLI� �E�`R����l�+l ��hiT�Nti�NATED �0.1��AS ����� ASC-S� F�I��LIMI�JAR�! � ��]� IIV���IM R�1llEW �NL�f - N�T ��R ��hIS'f'#tU�7fQAl OR �#DD1N� P�4F��' D�► - ��C��'f"I��V�►� �PE��,A�. ���+1D1T��N� �. fi�reas susp�c�e� of �+avf�� petrofeum con#a��n�t�d ma#oria! �sofls} �re showr� ir� on the engfneerGng d�awlr��s. b. 1n a�as oth�r #�r�n tho�� not�d �n #he �rans arrd where ��tant�alCy petr�leum cor�tamlr��t�d �na��r��ls are ��Ih�r dete�ted or s�a�pe�ted, th� �ity ot F�rt 1Nort� and th� Engir�eer sh�utd be n�tifie� irnrrtediately �nd the work s�a�1d �roc��d in accardance wikh k�rls s�cki�n, �. ��I�EENIi�� PDT��kTIA[.L1� I�ETROLEU�+1 ��EVTAPr���IA�T�I� �f�EA� �. � a. ��re s�r��lci ba #al�en dufGng all �x�avati�r� a�d de�+a�e�i�g ac#iviti�� t� i�er�tify areas potent€a11y cantarn�n�t�d b� petr�t�urn. �. INl�en a pe�foleurr; odor ks �r�c�ur�tere� �urrng exc�vati�n or wh�n t��r� is vlsuak evi�ence of pokentiall�r �ekrol�um can€�m��afed s�il, the ��n�ra�tc�r si��ll r�ot�fy the Er�gineer witfi�o�t dela�, �`he �o�t�a�x�r �hal� have retai�e� the ss�vic�s of ar� er�vir�nr�ter�ial �onsultar�k �+�� �haN b� pre�er�t a� t�e slte t� scfeen �usp��# ��II wl�h a phato•a�niza�ion detoctor (PID) ar � f��m� aoni���l�n ��k�ctor {�ID}. A readkng �f �� �pm �b4ve 2�rnbiertt con�itior�s or gr�a��r �r� P1D ar �'II� �est�� s�fl sarrrple wlfi ba co�s�d�r�d �ote�#ia�Ey ��trol��m ��ntarr�lnated. Tl�e saul s�€�nple shau�d be a rec:ent samp�e �rom khe excavatian f��e. �`he sampl� shouE� �a �t�ret� I� a ia��rtatory st��pliad �la�s ja� w«!� a E�fi�n g�slce# 1�n�d lid. Th� �I#y af For# 1Nork� D�}�artm�nt �� En�i�onmental 1�1ar�agement wlll be �rot�fle� �ri�r to ali s��np�e c�ifectton an� �+�brnit�aE #o ifi�� c�rr��t t�s`ir�g C�bo�a�ory ider�t���e� by �I�e �lky_ Tt�� Pla of �ID t�st� sl�ouk� �e �arf�m�o� In a canfn�d loca��or�. �o�Cs �ead��lrtg a r��ding of 1e�s #it�r� �Q p�rr� ab�ve arr�bl��t wkla no� be c��s�d�r�d potentia�i� �e#�oEe�rn con�aa-r�ina��tf. "1'he P�D or F�D s#�a11 �e ��lkbr�te� ac�ardirrg �a �nanufa�tuF�� �ns#r�clit�ns. 1N�#er e€�c�unkered �uring excavation or d�w�#�flr�g sh�1l �� car�slt�ered t� be �akertk�ally conk�minata� i� t�ere is a visi�Ee �hee�, � hy�racafb�n odor, a�j�c�nk ��N tF�at ���ear� vls�all�+ �a be con�arninate� b� h�r�r��arb�ns or at ar�y li.m� #h� �ortlra�tor I�a� r�as�r� to b�k��v� �hat h�dfocarban contam�rtat�or� ma� Y�ave accUrr�d�. TF�e ��ntractof shall immed�akel� notlfy #1�e �fty and lhe T�1R�� wh�nev�r cnr�t�m�r�ate� water is �r��our�t�rod, �. 'CY�� ��ntr��kor shall co�#act ��s �ity wheneVer cafltam�n�#i�� frnrrw ��� so�r�� is �u��ecte�. �, �1Ah�t��lh�� PC3TEf�TlA�L�.Y f'�TRQL�UV41 ��f��A�v1�C��TED ��IL (I�P�S� � a. �ontract�r shaN �oo�dlrr�t� wit� the �Iky t� de#e�mfne a�u�#at�le lo��tion F�r lh� st�c�Cpiling of contae��in�te� soEl. 7ho fokl�w9rtg p��cedu�e �t�a1� be f�Growed �n pr��ari�g �h� cl�os�� �tt�: 1. Pro�'r�� a di�C�d enclos�re �arg� �not�gl� #� �o�d ak! rn�t�rial �n� preven� rur�nff. �. 7he diked area s��11 b� Ifne� wlth �4��0 mii pEastic tp �rev�nt �ea�age ie�l� tk�e e�clst�ng soil. A►��-�7 PRE�IriA�I�A#�1� = F��t INT�RINI R�1fI�W DNLY � hl�T FOFt ��7N9TRl.��T10�1 C1R BlQD�NC� �AF�T L�� - �D�1TI�T�AL �P��lAL ��ND�T��1V� �, A� l�e and of e��it w�rk d��, ��ntract�r s�a1C campl�tel}� ca�+�r stockpil� witF� �� mil pl�sti�, Durlr�g t�� �ay, t1�� ��ntractar sl�aEl �Ce�p th� s��cl�pil� c€�vered, as ne��ss��-�r. to �reven� ralea�� �f c�e�tarrrin�t�� materi�fs due to ra�r� �� v�ir��. �. �ampling �nd evalu�at�ar� o� rnat�fiRa�s will be porf�r�ned at t#�e �ontrac��r's �xpens�. (7Y�� �ity af Fo��t Wa�#h wiai provEd� �a�or�tory services� �, PP�� sFralE be h�an�ie�F �ested, abs�n+in� �G1 sl�ndard chai�7��fmc�st�dy �ro��d4��� �r�d sampl�ng pr�sc:rvafion a�rd anaiyses �YraH conf�rm to pu�l��he� an� r�cogni�e�l �tar�dards, c. The stockQile� pP�� s#��11 be sampl�d and t�s�e� �v�ry 50 c�bfc �r�rds �ar T�ta� Patr�leum �iy�rocar�ons �Tf'H� ��P#� �16.�� a��d Ber�x�n�, Toulene, �ik��rl�re��er�e �nd ���en� (B7'�?C� ��PA �0�0�, Al! k�st results w�ll b� f�rw�rded to th� �it� of For� 1+Vorlh De�aftrr��r�k of �r�vironi�nental {�ae��gement. d. Co�#��ir��t�d soll id�n�ifii�� b� kesf �es€�It� wil! I�� dlspased of �ccc��ding to f��•�7, L���Iil�. Trar�sportatian, and �ispasal af �an#aminated �oif, �, I# is th� Int�r�� �f k#�� �i�y �F ��rk VV�r�h tnal u�c�n�arrt�r�ated s�fds be utlll��d �s backfill matarlal, Ef t#�e s�iGs a��o r�eet �h� Type ��r � b���fill �I�ss�f�ati�ns, �. NAr��i.l�v� �o7'��v�'IALL*� P�TROI.�t��n �or�T�tu�l�l�0.l'ED V�rAT�Ft ����W} �, VV���r ��mpe� from t�e exc�vatlan or irom ��waterlr�g ��tivitles #hat has an otl�+ s���n, a h�dr�carbo� odor, oT 1s o�herwlse s�sp��t, shala �a c�nsider��i �r�t�nlEa�ly �etrol�um cv�ta�ir�ated, �, 1�P�1N �Yrai1 �� ha�dE�d, tes��d, ar�d dFs�l��r�ed Irti �^cc�rdance �G#h ihe �`�II���'s ap�r��riat� stat� rec�ulat��n_ PP�W shail b� t�s�ed no lat�r lY�an 15 da�y:� prio� t� extracl,lor�. PP�1+V shall, �f ne��ss��+, �o #r�ated irf an appr�pri�tely sixed �11lw��er �ep�r��ar. air strip�ar ar �A� c.arrtst�rs. �or�krar,t�c sl�aal �av� I�Is le�ling� lab�rakory �ekormine t��t t1�a o�lh+�+at�r sap�r�tor #.te�ter! dls�h�fg� is w��hkr� l�re I�m�t� �st��lEsh�ed by ti7� T�11���'s r�gukation� ��fore b�irrg alfow�d to dis�ha�g� �r�i��h�rge to sa�i�ary s�wef}. �or�l���xo� s���l b� r�sp�nai�1� ��r furr�is�tiinc� il�e �ii�ue�t test r���tks io th� �Ify. �_ A1t��r�ativ�iy, tMo �o�#ra�tar n-�ay dls�ose o� ��r�#am�r�ated watsr, $#ter a�pr�praa�� �r�treal�r�ee�t, Into the sar�it�ry s�w�r c.oll�ckivn s�st�m, Et st�all b�a f�� eesponsibi�l�}+ v� #he �onEract�r t� o�O��wri kk�e ne�e��ary perrn�t(s} arid t� �erform all #estin� r�q1ale�d b�r kh� �ily t�� ��rt Worth �retr�aEment S��vlc�s DGv�si�n. �. �Ikt tr�at�d w�te� s#�all be d�s�h�r��� jnta a��r�ira��or suppiied Fra� 1`anlcr s�mpl�d, and anal��e� be��re �ischar�� l�Yko t1�� sewer syst��r�. �. �`1�� �r���ct that is recov�r�d sha�1 be d�sp4�ed af Gn accard�nce �+It� alk a�pl��able re�ul�il�ns. Ar�� �h�se sepaE�te pra��,�E recov�red f�om t�re oklJwak�r s�parafar and air skripp�r sha16 h� tr�n��ork�d ln ��cor��n�� w'rtt� De��rtrnar�� of Transp��tall�n rul�s and regul�tions f�r f1�mm�b�� products. 1�lhe� #r�n�pa�king prodttct f�� disp�s�l, tr�n�por'kation s�a�1 �l�o b� �erform�� b� a licer�s�d c�rrier. TYre ��� A��-98 - - PR�L1NiINAF�Y - F�R #NT�RI�u1 RE1��EW ON��" � �1�7T ��F� C�tVSTFtU�TIOh� �F� �IDDI[VC P��T I]� - �D��TI���L �PL��I�►�. ����1TI�N� _ �o�titract�r ia respon�Mb1� for praper manl�esting of th� mat�rG�l from lh� si#e #v �he wasx� dkspasal fa�ility, �ompleted h+t�r�ifests sfi�a11 bo r�#urnet� t� #h� C�ty D��a�#tr�ent a� E�virvr�me��al �l+tan���me�f wi�hin �� �ays �f shf�ment. . �. WA�1[}U�i� �IA��R �Oi��EfVT�tA71��l� a. In orc�er #� ma��#aie� sa�e wark�n� condltiar�s, t�ie vapor �a�c��traxians sF���Rd not �xc�ed �Q p�rcant �f #�a �ow�r Ex�loss�� L�rrtiit ��.EL}, Durkng �or�stfiuction, rr�e�sure� �hau1� bo �a�C�� t� mainlai�t L�L I���Is �e��w �� per�e�t �n al� �va�}�i�g areas. b. To �nc�rrltc�r ►��por E���Is �nd oxy��r� level� a camb�s�ib�e ga�s in�icator {��i� wE#� a L.�lJD2 rr�eter sho�ld �vntint�o���� operate in th� v�a�king a���. T�e ��! s��uld be ��operly calfbrat�d ar�d �ho�ld t�av� �n a�arm khat �a�r�ds If �� ��rce�# �El. is r�ached. i+.+tanitarrng data from th� ��l ��out� b� r��arded per€odica�iy to ��kermlr�e if v�nlil�tion or okh�E rr'ralhods �r� e�fective. E� the evet�k I�caw he�Mth and saf�t� �gen�ies requlre mora s#ri�g�nt rr�or�ktorin�, �he locat re+��la�tions �n�s� #�� Irnplea-nen#ed, E], tw'I�A��i�tEf�1�iV� AN� F',�YN1�N'1`: Paym�nt for handl[r�g PP��, PP�W and ifapor �an��n#rakion�, obt�inir�g aer� �ayirr� f�r any �orrr��ts re�u��ed, hiring ihe servlces �f a�}�alwfied pr�f��srona� en�+ir�nm�nEa� cat�sul�a�t{��, e�vi�r�men#al iss��s, s�oc1���ling a�� akl issues i��l���� �n�l ir�ciden#al t� #hi� ��c�lon wlll be full c�r�pe��a��on F�r �IG labar, e��l�ms�t, mat�ria�Cs, �r�d �upee�isEon. �leasuf�rr�e�k ar�d Paym��t #�r �€�is ���t1�n will b� per �ine�r fo�t af trench exca�va�e� w'h�re the excavated rraaief�aa �s Y�andled �s a c��rtamle��k�d ma#erlal. C�o se��ra�e p��+r��nt wi11 t�e m��e f�r har�dling of car�taminate� water, v�por �an�ent�atioers, samplfngF'�'��L."�{�7k�1f1�, �tc. DA#�6 L�ADIN�, TRA�1���ftTA4TI0I�, A�#D Dl����Al. �F ��hiTAMINJ�7�D ��IL A, �Ef��f�AL; Th�� ik�m �as b��n est�blisF�ed f�� th� Co�dint�r tr�ns�o�tatlon ar�d dispos�l vf ���t�mina��d sails i� a�i��e �f Texa� a�prov�d tiis��s�t sike {aand�El1� ka hand�a specia� w��t�� ���l���le�rn cor�xaminated soils), A bid itern h�s b�en establ�sh�d In xh� pro�os�1 for �h� �rop�r I��ding, t�ans�or#atia� ar�d d�sp�sal of 1Y�e �at��Ea1 tc� a desigr��ted site �r�d t�� q�a�r�tiiy es#ai�lisl��� Rs tl�e engineers �est estsm�te of lhs quant�l�r th�t may b� r�mav�d. i'ri1� quar��lEy m�}r vary d�pendir�g upor� act+��l �onditi�r�s and �e�ttr�� r�sukts. The ur�ft pri�e bid rvkil not be incr�a�ed �ega�ci�ess �f tk�e actual amo�,r�t of malerial �ssposed �nd �er��+ b� d�creased i� � largef v�lume o� �a#�r�al, t�a� �h�t l�sted irr the bld �rop�sal, rssuCts in a��lt co�t r��uc#lon f�r tl�spasal. �_ WAST� MANI��STS' �r-ry ar�d a1l non-hazard��s ai�+�id and p��roieum suk�s�ar�ce waste e��naved �t�� the sat� o� ger��ra�ion an� transport�� �ar t���tment �n��oe d�sposal rr��,st �e a��corrxpan��d by a waske shl�rnen� re�ordlrr��nifest d�t�slirtg re�uired g����tq�, tran�}���'k�d, des�inakian and was#e tlescriptaon Ir�f�rrr�ation. These r�s�i#� may nat be unifafrry thro�gk���t #1�e �rr�kr� site, Fo� al1 peE�oj�u�rr s��stance w�s�e, the waste sfi�Gpm�nt r��or� utilkzed sfi�a1� �� l�S�,89 Pf�ELIMIhf�11�Y ���l� 1N�'ERINI R�1�I�W Oh�LI� - fV�T F�f� �Q�I�TRU�TI�h# �ft BIDL�jh3� P�I��C' DA - �DDMT��l�AL �P��1�4� C��l���'I��� b� the T�1k�� PETFtOL�U�IY�U��TA�l�� 1N��TE A�F��f�11fT (Form TW�-0�32�}, �'he �antract�r ��ala b� t�s�onsEbla f�r �b�a�nlr�g, �r������i�� �r�d maint�rr�ing rr�anif�s�s fn accafdan�e wf#f� federal anck �tat� 1aws. The �ntr�cka� �ha�1 sigr� #h� rr�a�if�sks far��s �s I��de�er�d�r�t �on#ractar �� l�he Owner. �l.#7E��REZA�ION O� P�YN1�fVT ��R R�h��1ffi�� �FtAf��PDR�' ��1D TFt�ATM�f�7 1 D«Pp�AL �F W�4�T�� 1�1 ��r��`€fV��fV7 t����l ���E�pT 8Y TH� ��1�I�lE�F� �� �lJ��.l' ���iP��TED AN� �i�hl�l� �1Ai�7����T �OFZf�+1� tha! are ir� a�r�ern�r�t waEh r�gard �� tha fyp� ar�� a��u�k o� wasYe rerr�ov�� frorn the slka an� racsived by tha �rea#rr�er�tJr�ispo�al fa�l[iky, iY�s �v�rtra�kor sh�Cl lrrr�'��dl�t�l� res��v� �r�y mar�€f�sE �iiscrepan�i�s, �o�npleted ��+tani#ests st�a�l b� ret�rrred t� lh� �ity C}e�ar�mer�t �f Envlranr��rrtaf 41�a��g�m�nt w[��rl€� �J� da�s o� ��iprt�r�r�k. �. N1�A�UF�F�IENT,��1� P�11�11��+lT: Psym�nk far th�s i�am shall �e made per �n p�a�� cub�� �rard of conta�ninat�d �oi1s t��� ar� ioaded, #rar�s�o�k�d and disposed af In a� a���avad s�ecfal dls��sal slt�. iV� separ�te �aym�nt wlll b� rnad� for load€r�g. trar�s��rtatior� and dlsp�saf �f r;or�t�min�t�d �round waters �aEi�cke�; #h��e �o��s con��d�rc�d suY��idiary Eo D-��, ��7'EN71�11.L.1' PET�t�L.��1N1 ��I�TA�INATED f1�AT�f�fAl, WAN�]Ll�l�. T'he �r��osed �an�fkkl s1�a11 �� inci�,de� in �Yre ��ntract�r's t�fd subm�ttal and ��prov�� C�y �1�� �i�� of Fort VVor�F� ae�artmenl �f Envir��rrsental N1�r�a�errten# pfiar to conEra�# �w�rc�, �ont���t�e shaCl b� r�s��ns€�le �o� �11 IandFitl cos#s, fr��luding, �ut nok lim���ri t� lan�fiEl ��es, te����ort�t3�� costs and landfill o�er�tar �eq�est�d a�a�yk�c�l �esting �r�d w�s�a chara�terizat€�r�. D1��7 R��kC I�NPF�AP - fi�F2E]1.��' � F�LTEF� FABF�I�; A, ���E�L; � . �eneral �on��ti�r�s, �u�p�emvntal �andlti�r�s, appli�ab�e r�qulr�menfs af �l�rlsl�n '[ - �er��ral Re�u�re�mer�fs an� #�r� h��rth ���tra1 T�x�s ��un�i� �f �o�ernmer�k� {N�T�O�} �kar�d2�r� ��e�ificataon�, �r� h�r��}r rna�� � p��t of ihl� ��cttor�, 2, `�h€s iterr� sh�l1 ����m f�r �,he lrrstaliati�e� �f r��k r[�rap �� �I�e various ���es sh�wn on the p�ans. B, D�����1 �RITERIA�: T�e tao oi �he ripra� re�etm�r�t shall b� �r�tr�n�l�ed In �#able �har�r�el b�t��m�. �f tY�e channel �o�tnm �� nok st�ble, th� �1�s�gn si�all i�corporat� othef requir�m���s n��ded to sta�ili�� �iti� r�v�tment t��, �. 7he c1�a��n�l si�e s���e sh�ll be �s �h��rr� o� th� clfaw��gs. �. �ngi�c�ering f�l��r f�bric rnateriaC shall b� pfaced �r�derr�aath ih� ri�rap. 4, F�iprap �hall e�ct�nd �ap the bar�� �� a� el�vatlor� wl�ere ve�ekaxior� wlfl �ro+ride a�dequate p�ate��i�n. ��e c��ss se�;tions. �;��.� �5�-90� P�;�L��N11NA��f - F�F� ��lTfl�ll�I Fi�ll�EW O�lLI� � IVOT F0� COfV�7R1��T10�1 DF� BII?Illh�� P��� I�A - �►�D�T1��V�#L ��'E����. ���iC31�l�1�� �. PROQL]�T: �. I�IPRAP �1F���RIA�L; �tan� fior riprap �hall be d�rable and o� a s�fta�le quallxy to ir�st�re p�rma�ence �r� #he slruclu�e, !� sha�11 �e free fram cfa�ks, se�ms an� o#h�r d�f���s that woul� #�nd to ln�rea�e det��3or�tian. F�a�l� �l�al[ be r�as�na���r we�� grad�t� �etween the folEowing �r�scribed i�mits: Slev� S�z� S �are Me�k�� �4" �� �nc� I�i�rap '� � incY� �2 �n�h B lr�c� Sieve SF�e �a���re �1�sh� 18° �8 Gnc� Ri�r�� �� Inch � �nCh 3 ir��� Rerce�t Pass�r,� 'I �0 B�-�0 ���55 �-2� Perc��t P�ss�na 'I �0 6Q-8� ��-�� 0-'l � �. l�1PRAP V1��l�F-!T; l+Velght �f ro�k sl�a�1 bo ort� ftiund��d fi�ty fiv� pot�nds p�r sol�d �Ubic Fo�t ��-r�i�n,) c�lcul�xe� f�arn t�r� bullc spe��fic gfavit� �satur�tad s�r��ca dry�. �. �a���f� FABR�� B�.Ai�KE�: �p�Cav�d IVlanu#��t��er: • ��pa� - H��vy C�rad� 8CVP �U11� i irevifa �11(�84 • Arrto�a ���3 . o� Equ�l F'loavy C���de �. RIPRAP �f��lJTl�l� a. �IN� A�CF�E�A7E: Fir.e a�gregat� for grotttinc� m1x sY�a1G cvnsfst of ��tur�k sa��r ma�uf��tured ��r�d, �r � com�wr��tian �f natural a�r� rr�ar�ufactured sar�ds. Th� grad'rr�� ar�d ur�if�rrn�ky of �he �ne aggre�ate sh�ll �or�far+�r to #�o followi�g requirements as ���aver�� �� tt�e rrfixers: �1�5re b�sigr��tlor�, l.l,�, S_ #�n.da�d Sa��� P�es� 3�� �n, �9.5 mrrti� �k�. 4 {4,7� �m) P,1o. 8 ��.�6 rrt[�'�) i�o, i 6(1.'f 8 mm} IVp. 3� (fi�0 urn� N�. �0 �3Q0 um� hl�. 100 �1�� �n'r} �x��; ���- AS�-� 1 F�errr�kss9bl� Llrnkt� Pe���nt bv W�l�hk. Pas�inq 1�0 �5 - 'k �0 80-9� 5� - 7'S 3� - 6� 1�-�Q �-10 ����.i�ir�,���r ���� ira�����n �Eu��vv �rat� - NOT FOR ��DhlSTF�U�TI�1� OR B�DL]�hiG ����r �� - ��t�i���r���. ����i�� �o��M`r�o�r�s � �. �X��L.I�FCO�J: 1. �O�1STF�U�T�0�1: a. l'1�� cha�nr�e1 side sl�pe and the t�e �xcava�tior� �h�all be p���ar�d to th� {equired lln�s a�d �rac�es. b. �iEter fa�brl� �r�d �Iprap shalJ be p�a�e� in �u�cess��r� t� 11�� rec�uir�� t#�icknes�es an� ��evatio�s. F�I�rap s#�ali be han� �1a�e� �ro�nd str���kures to pr�v�nl ����ge �� tite �����tures. �, ICV�TAL��QT���1 �� T�-I� FILfiE� �ABR�� (C��T��CTI��}: 7he �e�#�xtile s��Cl be p3a�ed Ir� t�e �anr��r and �t ih� 1��at��r�s sh�wn an #�e �ra+�rin��, A�# th� #irT-ke ofi inskall����n, ihe �ea#��ct�l� ��a1� h� r�je�t�� if it h�� defec�s. r��s, f��l�s, fl�,ws, deteriara�i��ti �r daG��ge ir�curr�d durfr�g rr�anu�ack��r�, trs�����'tat��n or star�ge. The s�tr�a�� t� r�c��v� �k�c� geotex#�le sh�fi �a pr��a��d ta a r�latEvefy s��oth candition fre� of obst�u�t�a�s, ��pr���Eor��, d��ri�, and �oft �r I�� densit� po��C�ts nf ma#�r��l. Er�sE�r� f�at��e� �+�c� as r�l��, g+�l�l��, �t�, rn�s� be g�acled �ut �P �i�� ��rface b�fore geo#�xt'rl� p1�r.e�er�t. �`h� gooiex�il� shall be pE�c�d wl�Y� th� kong dimer�sE�r� perp��di��lar t� kh� cent�r��r�a of �he char�r�eG �r�d ��i� smr�at� a��d feo� of t���kon, slress, folds, wrir�klas, ar cr�ases. Tho stri�s s#�a�G ba pGace� to �rorrld� a rninfrrt�,rn widti� af �4-ir�ches �f ov�rlap �of each j��r�t. Tempo��ry pinr�l�� �F th� t�xtale to heGp k��[d i� ir� place un��l the ���ck� r��r�p as pracad. 7k�� xemp�rary plrr� s�all be re�nov�d as �ha ripr�p �s �E�c�d to ��11ev� h[gh fe�sil� stre�s which �n�y occu� d�,ring ��ac�rnenl ofi ma,��r�a� or� t��e gaatex#�le. Th� �pecifi�d pla�em�nt peoc�dure r�qulFes tfi�k ##�� len��h of �he c���t�x#ile b� gre�ter kha� th� �c1ua� �a�pe fongt�. �'he �ontract�r sh�ti adJ�s� kh� ac�ual I��gkh of the g��t�xfil� use� ba�ed oe� initial i�sta�l�tion exp���ence. �"fne ge��xtlte shat� ba pr�teck�� at �ll #Gm�s durir�g c�n�tru�ti�n from oor�#�mination b� surfa�� eun��f anc� ��}� geokext9l� �o c��Nt�rninate� ��a11 �ae r�rnov�d an� rt�pl����d v�jth un�or�t�m�n��ed g�otex�ile. Any ���t�xti�e �am�g�d dur�n� its instaAaki�,n ar durl�� plac�rn�n� o� ripr�p shal� �e rap�a��d b� tha �orrtractar �# no c�s� ta the �wro�r. T�e wo�lc sh�1� b� sck�edul�� sa tk�at t�re coverfng �f th� geo�$xt€aa w�tfi� a�a�er of the sp��liled rr�at��ial is� a�corrt��ished wl�hin �e�er� �7) calendar cl�ys aFter ptac�mer�� �f lh� ��atex#i1�. �ailufe to com�l� sh�lt re�ulr� repl��em�r�k �f ��atex�ale. Th� g�pt�xtll� �h�11 �� prote���d fir�rr� �'�ma�e �ri�r t� ar�� duri�� the pf���m�r�t af rock r�}�r�p, �eR�re �lac�r���t �f g�bior� unl#s, �I�� �atrtra�t�r st�aA dem�nstr�sl� thak the �kac�m�nl t��hn�yue wall �re�r��tt da�a��� ko tY�� ge�textll�. In rro c�se sh�ll �n� typ� of equi�m�nt L�e alEowad �r� the �n�ra�ecte� g��texki4e. 3, �IPRAI� �'�A���+1�NT' �ton� �ar r�pr�p �h�N ba ���ce� on ti�e fi�t�r f��ric bl�n�Cet 3n �u�h a m�nn�r �s ko p�c�du�� a Eeas�nabl� w�ll grade� Rr��ss of r�cfc w�th �he rrtiinifnum �ra�#icable percentaga c�f �oi�s and s�a1E �� c�r�str��t�d ►�+9kl�ir� the s��c�fGe� lalor�:�ce ta the lane� �nd gr�r�e� s�awn on th� �it�v�+ing�. 'fher� �nt��� o� ihes� sp��tfica�i��s is �o rec��rare pl�c�rnent of tiprap ko l�e t�i�kr�es� s�ot+vn a�d #o al1�w isaaated stnn�s ka extar�� as rnuct� as �ix Gn��res ����r� grad�. F�iprap shalC b� placed ta it� �uq cou�se thi�lc�ress �t �n� operati�n ar�d �n such a rnann�r as k� �vaid �jsp��cinc� #�� ���ric. Ti�e Car�er stones shail ba �+e11 �i��rGb�ted an� the er�tir� mas� of �tor�es Ih th�lr fln�l �osGtlon s��11 c�r��orm to the gr�d�ti�n spacifi�d heroinb�fnre, Th� Eins�h�� �ip��� sfnaGl �e fre� �r�rrt �h��c�€or�a�ble pa��C�ts aF srnalk �ton�s ar�d causters �f larc�or stan�s. Th� d����ed dist��t�utla� �f the varlous sl�es o� �tar�es -� A��-�� P#tELlNiIh��RY - ��F� �I�TEF�IS�1 RE�JIEVY ONI,Y - �1�T FOR ��h���RU�TI�N �� �IDD�N� - ����` �� � �►����'�����. s���i��. �o�����at�s #�rnughvut th� mas� �Y�all be �btalr�e� by select3v� loading of the �nate���l at k�e ����ry or otk�er souece, �y cor��ro�l�d durriping af suoce�skve �aad� duEin� final p�acEng, ar b� otY�er �etho�� �f pla��+r�e�t wh��� will �roduc� �he spe�E�i�� rosuits. F��arrar�gie�g of lnd�vEdu�! st�n�s, b�+ mechanEc�l e�uE�men� ar �y ha�d wifl be r�quir�d to th� extent n�cessary to obt��r� a rsasorr�bf�r we�l �rade�i dlslribuklor� �f st�n� speci�ied �bove. Tt�e �o�tra���r sha1� ��inta�n t�o ripr�p p�otec�iorr un�il ac�ap#��. A�y materlal dis�lacad b� a�ry cau�� sE�al1 be r�pEaced a� �is ero�lon to �#�e iinas an� gta�c�s s4��+�m �n the Draw�r�g�. 4. �f2DUT PLA��hA��kT: �raut �Y�a1l be �orrtposed af cem��k, water and a�r-er�traln�n� �drr�ix#ure a�d s�r�� €r�jxed kn the pra���tian� of � part of Partla�d cement to � parts of s�nd, su#ficient water t� p�od�ce � w�rk��le r�ixtu�s, and #hat a�ount o# �drn�xtt�re wh��l� wala en#t��i� suffi�€ent air #� pro�uc� d�rai�k� graut, as determined b�r the �N�IiVE�f�, ��n� for �raut�ng sh�ll canf�fm to the r�q�ir�ments �f par�gr���; F1�l� #����E��TE. �"ho grouk shall be rr�Gx�d in a c�ncrete �nixer ir� the n1�nn�r spec�t�ed for car�cr�te exce�k t#��# ��e xirne o� mixlr�g s#�aa� ba In�re�se� t� t1��t r�e�ess��y �o �ro�uca a m�xture ha�+l�� a oon�isten�y s�ck� as to permik gr�vity flow in#� the ir�t�rst�ces of #hc� riprap v�ak� ttre h�lp �� llmlt��i spading ar�d �ra�m�r�g. The gro�t s�aall b� u��� �r� #he work �+ithir� a p�riod �f one ��} hour afker mlxin�. �2�ke�nper�ng of groue�d w�11 r��t b� perm9E�ed. Riprap sha�E r�at be �raut�d wYr�n th� �r��ient temp�rak�re ts belo� �5 �egre� �. or abvve J� �egr��� �. unfess ap�raved ��r th� E�JC«1��� in w�itir�g; r�oc when th� ��o�at, withaut �pe�ial prot��tlon, is Gkk�ly �� be s���ect�d to fra�z�ng #�mperature� b��or� finat set F��s o�curr�d_ Prior to grauting, al! sur�ac�s of ��prap s�a�1 b� we�ted. The riprap shal� ba grou#e� i� suc�e�slve lon�it��l�r�a! skr���, �p�ra�x�m�#�ay 10 fe�k ir� width, comm��cir�g at th� lowest strip and working �� the srop�. �rout s�a1l be �ro+�ght t� #�e p1ac� �� final de���lt b� a�pr��red rnea�n�, artd �r� na case wi�l �}raut be pe�mi#ked ta t�ow �r� t1�� r�prap��d sur���e a dwskan�a rn excess �f 'l0 feet, Imm��ia�ei� aiter durnpfr�g #�e ��k�h �of grout, it s�a11 �� �lstrit�uted over 2ha �urfaca of th� strGp t�y t�� us� af bro�ms �r�d �Y�e gfout wo���d inta place b�tw��r� sto�es wit� sult�ble sp�d�s, tr�wel�, or vik�ra#ln� ��u�pmank, As a fir�al �pera�l�n, tfne grout �hall be rem�ved from �h� �op surC�ces of E�� up��r s#ort�s ar�� from poc�ets a�rd depr�ssions in �k�e �ur€ace of tl�� stone pf�t����on, f��ter c����etiar� of any �t�ip �� �pecifi��, no v�orkm�n c�r ��r�� load �hall b� pormitteri on tha gr���ed �urFa�� for a perl�d of �t ��ast �� h�urs. Th� �r�ut�d st+�face sha11 b� p�ote�ted from ra�n, ftowing ��+a�er, and mv�l7ar�lcal injufy. T'he surface �f a1� �r�ut�d fipr�p sha�! b� cured by �c�epin� �he su�Fa�e �antin��u��y w�t for a��ria� of r�ok 1�ss tha� 7�ays, E. ��A��#F���++IENT AND PAY�1��1' 1. �ILTEF� FA�B�tk�: 1=i1k�r fa�ric wif� be Eness�ured b�r �e �quare �+af� fo� rna#erRal �s�d �n�ludin� th�t r�quir�d �t #oes and k4��ckae�ed ed�es �f r��rap. Pa�mer�� �ar fii�or fabr�c w��i t�e m�d� �t �he conlrack uni� prics �e� sq��re ��r� wY�f�h �n�l�des �11 pl�nt, ]�bor, mat�rial, and �1� lnstallatia� co��s in-pi��e, carnpaet�. �, �T��1� �IP��f': �t�n� (rack� ri�rap wi11 be measur�d b� #Y�c� �ubac y�,rd using ��tua1 plan �i�m�r�sl�r��. Pa�m��t f�r �i�rap w�l� be ma�� at th� c�r�fract una� prf�e {�er c�bic }rard whic� �r�cludes ail plant. labor, rr�a��rkal, �n� �nstallat��r� c�sts lnYplace, c��plete. A-- --� f���-9� � P��LkMI�lARY - F�R INT��IM R�1���W Oh#L1' - N�T ��I� ��N�TRU��l�N OR �IbDI�� �J�1�� �� - J�I��M�N�i���,. ����.�l�k,�. �.�������7�i� 3. G�E��U7: �rout f�t �ock ri�rap v�l[M be m��sure� b�r #�e �c��ar� ya�d usie�g ack�,al plan d�rnensiar�s. Pay�mant ��r gr�ut wi11 ho ma�e a# t�e contract un�� price �er �qu�re ��rd w��i�f� I���u��s all pla�nt, ��bot, rrrat�rial, a�7� Install�tf�r� ��s�s fn-p�ae�, �oma��t�, �J-4{4Y�� a�.�����ii4* ��'����Y`,�h ��'i _ �IC�fe� �(�:;tia`��-1i1�� .} ; �%:. ;.,.s.. . ��;;��4,}'I �.,�.,��'1 ��� ' i y .r+yi-.{,_ .. � ,. ..._ _ �;.r6 -rd^a"-:�-.��''_ � .. ; ,:;..; .-� 5�,• �;.-. n,S � - �-ti �..ry, I.Y. .:� ��,� ,�?1,. ��'�r `��;}*°i,��5: �:';�`'�,.�,�}r-�I���s;� ��,.r zsi'�,��r�����r.1d��,�,f1:;-,'�•G��;F�1���E.�1 >"����i�.j."`;;;�-,���.i�'� ,��� �y Ls � ��-1 _\' I1.� � 1}.h .V,. _i� �I..l ,l_ ��:. ��v' {�.:��'�.,.L��'��'�i.'..�.. 'Si�-�1r.,." H. •� �� ,... .. . ���i'" G�-,:: ' 4 �::� I �P ti' . �: .+�.r:i...;, . � ,. . . 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O . � ' . _ — . — - � • } � : �; • ., �• • •'�• _ � •e :. o .' r, 4 _ � : • :'• � 'e:' .: ; :'' - �a••.. �' �'':..; � . . ••�� •... _ ::, �}=ti. � . _ �• •N.O�.'��:• +.e,�`_ , ..,./� . f� , O:'+ ,'q��' �� �•� ��n�"Yrv�T���.� • •• iwii�B ��� � }�� ��il^� •�V ;'�`�• � � /���i ..• ��� ��� � :. � S . � , �. .•'. t: .i� �::�.:•s�. ••�•�./ •�,�;• �'� �' .��.'A ;:�;����_�'��•;8���_�.t��;�;_����r•ti,C, '•'--+� .�:•,� _ ,o, �, �•��� � �� � �, ' ._ �. .� � ••~ � ~� �, ' � p ' 4 ' � 0 . o,•` y _ _ � � • .p l'ta�°� � l��O� �l . �'���°r �� � piili/�d. 1� � `� �r� r�o� .�°esn�t � " ,�yp� �/ fo �!'dc�. � ��'r�. f'o� ��rreP y.�� �p �� ��'°d��• ��G�I�'�° /�� �%�/li����� ������� (�r���s'� �'��rvr�1 ��i��� - _ ��-14 Wtate�ial ��-14 Gonstir�cttan ,� `�� � � �. . � � � 0 � �-�, M; � 9� � A . _ {y-�� 13 _ � ����' 9� ,�"�.�g� Gr��av rVVhl�� �ti / . i+ � - r ,� �� `I r r � - .� r - � �1 � .� `� I �/ . ]��ormat�on abou4 Fort Wortk� Wastew�t�r Pnogrmrta, call 332-818� � -Log� �due � .�/. .�-� . �',� � � i r�--L�g� C�r�en �� � ,�—�`��'x p/2" . � ' . Plyi�r�od ���;� ��B'� ��_ . � `=�\ ����` ;,�wL�go Gr�en . ,� � �ep�r�r�er��;•. 1 � / a `, � / � �"� �3�dlus �/ �_L��� Cvr��n �/d�fa . 9 � � ��O�C�� / ����� �.����8'S � ' ---�---..��.�r.,.,,_.r_ ' �...,.� . ��V��L�� .����V-� �'d�►a��� � � 07-02-96 � � � `N M � f_ � R O 0 � Cv�',��P��I. �i�T�$: "�`- L �g►4,/ �lLa� " . _;. �'����c H�J��'dA (BA221 Or Equ�! �� ��g�� %�e�� - Tr����� "�4g��rn S�a"-�fA�1221 O� ��'�ar�a��rA�p �A �V2�, �r Equ�! L�t��r�rag Slz�aP 7'o Fl� �cate 3�4��: r f_0" �'�-1 Corrs�ructlon _ .. r --- � _ .. . ._. - _. . _ . � =. r _ � :- - --- - . - . , _ . �� CiT'Y OF FORT WORTH, TEXAS DEP,t�ItTMENT OF ENGiNEEAING SPECIAL PROVISIO�lS FOR �3.ECOI�3TRUCTION OF Jt�1�S STR�ET {LU.WD�F� ST. TO 1VIORR�Il"��SIDE DR.) ST[TART DR1VE {1�OR1iI�TGSIDE AR TO R�i[�EY �T.) DOE #:�1i�, �1'�5,173� 1. SCOPE .OF WORK: The work co�erad i�y fhese ptaas anc� �ci5icat�ons cansist of 6" reinfc�raed conczets paving over 6" lime stabilized subgrade and all other mis�ellaneous items af constructi�n tn be perfarmed as auttined in the Plans and Specifications w�b.ieh are necess�ry ta sa�tisfactorily �omplete the w�oric. . . a 2. AWAR�7 OF CONTRACT: Contract r�y not neeessarily be awarded W the lowest bitidcx. T6e City Engineer sha�l e�alnate and reoomYnend to the City Ca�xcil the b�st bid whic�i is cansidered to b� in the besC interest of the C�ty. Cantract will be awarde�i to tt� lowest respc��sive bidder. 3. WORK ORDER DELAY: All utilities aud rigtzt-� way are expa�COd to ts� clear and easeme��s ancUor p�rmits abtained oz� #his project wixti�in sixty {b0) day�s of advertisem�ent af this pr�aject The work order far subj+ec� pnaject wil� rept � issu�d �ntil all �ties, rigif�-�f-�ys, ��ts andlar p�rmits a�c cle�ned o� obtained. The Conir�ctar s1�1 nat �c,�d th� C�ty af Fort W�rth respansil�le f�r auy tfelay in �s�ni�� tl�e ,wor�c Ordei fDr this Cnntract. 4. � WORI�ING DAYS: 'Tiie Eonbractor agrees to oompleta the Cantract within khe allatted nu�ber of warking days. � ,� 5. RIGHT TO ABANBUUN: The City res�ves ttie right ta abandon, without obligation to tlte C...4.r..h�.., anY p�ut of the pm,�ect or ti�e entina praject at any ti�e trefore the +C.ontracto� be�ins auy co�izucbion wc�rk anth,arized by the City. ' . � b. CONSTRUCTTON SPECI�3CATIONS: 'This oontract and praject are gwerned by the twa followix�g peibiished specific�tions. excepCas modified by these Special Pro�risionc: � STANI�ARD �PECIFICATIONS FOR STREET AND STORM DRAIN CON5TRUCT�QN CITY OF FORT �VORTH � STANDARD SP�C�CATIQNS �O�i PUBLIC WORKS CONSTRUCI If3N I+iORTH CENT�IL TE�AS � A copy �f �ither of these specificatiot�s m�ay b� purcbased at the Office of the Depa�ment of Engincerin,g� 1000 Throekmorton Strcet, 2� Floor, Municipal Builciin�g, Fart Worth, Te�cas 7610�. The s�acificatians applic�I� to each pay item are indicat� in the cali-aut for the pay itenn by the Engincer. Tf not shown, then ap�licable pub�ished spaei�fications in either of these d�uments may be followed at the rli�retiott of the Caatractor. General Pravisiags shaU. be tLosc �f fhe Fart Woxth document rather tban, Divisinn I af the North Central Texas docu�ntemt. 7. CONTRACT DO�C7MENT5; Bidders sball not separate, detach or remove any portiou, s�gment or sh�eets from th� contract dacuments at any.time. Fa�ure t� bid or fiilly execute contract w:Ethout retatning cv�tract ,� dc�cuments intact may be grownds far designating bids as "nonrespansive" and rejecting bid� or r�aeding cuntract as appropriate and as determined by tiie Director of the Department of Eggineering. 8, MAIl�'T�NANCE STATEMENT: The Contractor s�all be res�ansibfe far defects in this project due to faulty mater�als and workmansbuip, ar bath, for a periad of one (�} ycar from date of fin,al acoeptance of t�is project by the City Council of the City of ForE Wnrth and will be required to xeplaae at his expen� any part � ar all of the pmject wiuch becomes defective due to these caus�s. 9, CONSTRUCTION STAKING: Consauctiotl sfalces far iiu� and �rade wiU. be pm�ided by the City as au#lined un page 17, 5tandard Speci�Ccatians for Con�uction, �ity ofFort Worth. i0. TRAFFIC CONTROL; T'he contractor s�al1 be zes�mnsible far providing, following, and maintaining a traffic controi �ian c�uring the construction o�f this pcoject consistent with the provisions set far�h in the "I980 Tex,as Mawual on Uniform 3'�raffic Control Deviaes far Streets and Highways" issued u�er the a�thori�ty of the "State of Texas Uniform Act Regn�ati�tg Traffic on H'igiiovays," co�'ied �s Ax�icle b'�Old Ver,aou's Civil Statues, pertixtant se�tions being 5ection Nns. Z7, 29, 30 and 31. a '�his traffic control plan shaU. be submitted for review and approval to Arlr C�arles R Buxkett, City Traffic En�r @817-871-8'�74 at least 10 wartdng days priar to the grc�vnskeuction c�nference. Although rvark will nat t�cgin un#il the tr�c ca�atrot plan ha� hee� r�eviev�ved and apg�oved, the Contrmctnr's time wi11 be�n in accor�ance witlx tb,e time frame establisl�ed 'ru t)�e l�aticc to Contractor. The Coutractor will not remove any regulatory sign, instrucfianaI si,gn, straet naine sigu or athe�r sign which has �een erected by the City. The C.nntractar s�ali nat install auy siga oa a city post, po1e, or structure without fust obtai.ning written �nniss�on from the Engineer. if it i� detcrmened thaE a sign must be removed ta permit requi� canstxuction, the Cantractc�r shall con#act the Transp�rtadan aad Public Wnrks Department Signs and Markings Divisiaa (phoue n�nb�r $71-810'n, t4 remave the sign. in t3ie case af regulatory si�ns, the Contractor must replace the perrn�nem sa�n wi#h a temporary sign meeting the requirements ai the above referenced manual and such tempmrary siga must t,re instal�ed prior te the removal of the permanent sign. if the temparary sign ia not instalfcd cornectly or if it does not me�t tlte required specifications, the pernna�nent sign sh�ll be left in p'face tmtil tine temporar3'si�n r�ciuiremeats are met. When construction wqrk i,s Completed to tt►e extet�t that the p�rmanent siga can.6e zeinstalled the Contractor s��all again conrtac� the Signs aud Markings Divisiaa to reinstall the �annanept sign and sha11 leave his temgorary sign in plac,e wAtil suc�► reinstallation� is completad. ' i 1. DELAYS: The Co�ntractor st�all receive no compensation for deiays oac hindrances to the wor�c, except when direct and unavoidable extra cast ta the Conf�actar is ca�sed by the failure of the City ta pravide information ar material, i�any, wfuch is to t� fl�rnEshed by thc City. When such extra cQmpen�tion is claimed a written statement thereQf shall be giesented by the Contsactnr to th� Engln.eer and ifby him found oanrect s�ali 1� approved a3nd referred by fum W the Cauncit for final appzoval or disapproval; and the ac�ion t�erean by the Cauncil shall be final amd binding. Zf �BISjr �6 CaUS`� �7y S�1CGI�1C O�TS �IVCII �7y the Engineers to stap work or by the pe�ormance af extra work or by tive failure of rhe City to provide u�aterial or neces�ry 9nsauctians for carrying on ihe wark, �hen such delay wi11 entitie the Contractor to an equiva�ent extensiaa of time, his application for which shall, i�oweveT,l�e sr�bjecC W the appro�val a� the City Counc�; a�d no such extension of time sha11 release the Cvntractar or the surety on bis p�riarmance Uond form all his abligations }aereuader which �all remain i,m �u11 force until the discharge of the contract. 12. DETOUI�S AND BARRIC:ADES: The Cantractor shall pms�vte his wark in such a rnannec as to create a minimum of interrnption to traffic and �destrian fac�lities and to the flaw a��ehicular and pedestrian traffic within the pro,�ect area. Contrae�or shall pratect construction as required by Engineer by providlug barr:icades. l_ Barr.icades, wa�rning and deEour signs shall conforu4 to the Standard SpeCifications "Barriers and Warni�g au d luz Detour Signs," Item 52 4 an d/ar as s hown o� the plans. Cvnstrucaon signing and bac�rzcades sriall can�For�m with "I980 �`exas Magual on Unifor�n Traffie Contral Devices, Vol. Na. 1." i3. DISPO&AL OF SPOIIJFII,L M�ATERIAL: Fri.or to the s�isp�si.ag r,f any spmiUfill ma�Eerial, the contractar shall advis� t5e Director bf the Department af Engineering acting as the Gity of Fort Wtirth's Fln� Plain Adrninistrator {"Adntinistrator"), of the Iocatian af alt sites w�ere the cantracior intends to disp�se of such mate�cial. Cantracta� shall not dispos� af sach material until the grogos�ci sites have �en determin�ci by the AciminisCrator to me�t the requirexnents of the Flo�d P�ain Orclinance of the City af Fort Worth (Ordinance Na. 10055). At3 dis�s�l si#es must be appro�ed by the Administrator ta ensure the fillin� is not accvrring within a fla�si plain without a germit. A flo�d plain permit �can be �issued up�n approval of necessary eagineering studies. No fill g�rmit �s �quired if dispo�l sites are not in a flood pl�i�n. Appraval of We cancractc�rs clispas�l sites sb�ali be evidenc�d by a letter s�ii�n�d by the Administrator stating t�at, the site is not in a kaown fland plain or bp a Fia� Plain fill Peraxit a�tbariziag fill w"cti�in the fiaad plai�n. An3' exp�nses asaaciated with obtain�ng the fill pernnit, includsng auy nec�ssary engi�eerin�g sht�ies, shall be �t the co�ntractors expense. In the event that the conlractor clisp�ases of sp�ilifill materials at a site withaut a fill, permit ar a letter from th� ad�m%nisbrator a�pravin�.the dispos�l site, upou nod�fic�Eion by tb.e Director of Engineeri�g, contra+�tor sha�l remcsve the spoi]/fill material at its ex�asc and disp�se af such materials in accordanee with the Ord�nance 4f tiie City and this sec�ia� 14. ZONlNG REOUIREMEII�iiTS: Duning the construction of this pruject, t$e Contracfoir sha11 comply with presen# �ouing require�eats of t�c City of Fart Warth in the use of vacant �rop�riy for starage purgases. � 5. OUALITY Ci��ITR�L TE�TII�iCi: . (a} The contractax sball fijunisb, at its own e��, cartificatzons by a pr�ivate la�ratory far ali materials prog�ns�d to b� use� vn the pruject, including a mi.x desiga for a�np asphaltic andlor Portland c�zn�nt cancrete to be �sod and gradation analysis for �nd an� cra�shec� stone ta be used along with tb�e name i af the pit fram wlrich the material was taken. The coulractar shall pr�avi,de man4ufachirer's certitications %r all manufactured ite�us t�a be used in the pro�ect and wili be� any e�s related � thereto. ; . @) T�ts af the design c�ncrete mix shall be macie �y the contractor's la�nratory at least nine cla�ys priar ta the pla�g of concrete using t�►c �me aggregate, cement and nuort�tr which are to b� us� later in the caelcre^�e. The canttactor shall pzavide a certTfied c�r of We tesk results to the �i#y. ' (c} Quality control tesking of in situ, material an tius groject wi11 be per,formed by the City at its own expense. Any retesting reqUired, as a resuit of failure of the material to meet project specaf cations will ,1 be at the e�cnss of th� cantr�tctar and will be billed at comtnercial rat�s as determined by #he City. Tt�e failure af the Cxty to m�tce a�y tests of .materials shall in no way reli�ve the eoatr2�ctor of its . responsib�lity to fnrn�sh materials and equipmcnt confornung ta the requirem.ents ar� the contrac#. (d} Nat less tbam 24 hours natice s1za1l be pravided to the City t�y the oontzactog �or operations requiring tesring. The contractor shall �ravide access and trench safety system {ii requ.ir�ed) for the sit�e to be tesbed and anq work effort in�ol�ed is deemed ta hs included in the un+t pziae for the item being tested. (e) The comtractor shall pro�ide a capy af the trip ticlKet %r each load affi31 materiai delivered to the,�� site. The ticlaet s�all specify the name af �he pit su�lying the fill material. ' 16, PRQFERTY ACCESS: Acx�s to adjacent properiy sha11 be�naintained at all times unless ottterwise tiireated by the Engineer. � 17. SAFETY AESTRTCTI�NS - WORK NEAR HIGH VOLTAGE LTNES,; The following pracedures wili be fallowed rsgardin$ the sub,�ect itcm on this contract: {a) A waming sign not less than five incl�es i�y seven inches, painted yeltow with blacic letters that are legibl� at twelve feet shail: b� placed inside and outside vehicies sueh as cranes, derniFks� power shove�s, dri�ing rigs, pile drivers, hoisttng equipYnemt or similar �p�aratus. The wanning sign shall read as fallows: "WARNIl�G—UNLAWFUL TQ OPERATE THIS EQLi�NN�NN'T W1THIN SiX FEET OF HIGH VOLTAGE LTNES." (b) Equipment that may bc np�rated within ten fe�t af high voltage lines shall have an ins�ilating cage- type oi guatd a�aut the �om or arm, excep� back hc�s ar dippers and iusiilator links an the iift haad cannectians. �` (c) When nec�ssary to work within six feet of lnigh vol�e electric lines, notifica�on s�all be given the ; I �power comganY (T[T Electtic Service Compaay) wbiich rvill arect tem,gnrary meciianical trarrie�rs, �e- energize the line or rais� or lowex th� �me. '1'�e work done by rhe gawer campany sball not b� at the � eac�e� af the City nf Far� Worth. T�e notifyimg deparimeni shall maintain an accurate log ofall such calls to TFJ Electric Service Company and shall re�ord action take�a in each case. {d) The cantrdctor is req�ireci to make arrangemenrs .with the TU Electcic Service Campany for the tem�rary relocation or raising of high voltage �nes at t� cvntrdcior's s�le oo�t and c�pense. (e) Na pers�n s�all work within six feet of a high voltage fine with�out prot�ctiaa baving t�een taken as outlined in Paragraph (c). - 18. WATER DEPARTMENT PRE-0UALI�'iCATI�NS: Any cantractor �rforming any work on Fart Workh � water or sanitary sewer faci]it�es mvst be px�uali�ted with ti� Water Department ta p�rform such work in accordance with procedures d�'hed in th� cuxrent Fort Wnrth Water Department Genetal5pacsfications which general sg�cifir,ations shalt �overn p�rform,wce of all such work 19. RIGHT TO AUD1T: (a) Contractar agrees that the City shall, unfrl the expiratian of three (3) years after fnal payment under �s contr�c,4 have access ta and the right w examine ancf photo�opq any �Y Pe�� ��� documents, PaPe�rs and recnrcis of #h� co�.ua�tor inva�ving iran�ctions reladng to this onn#racC. � Contractor agrees �hat the City shall have access cturing �ormal worldng hou�s to all necess�y aontractor facilities and shall be provided adequate and a�rogriats work space in or¢er to cQnduct audits in ca�p�sance with the provisaons of this s�tia�. The City s�all givs contractor reasonabls advance notice of intended audits. (b) Can#ractar furthex agre�.s to include in all its suboontracts hereuuder a provisian to the �:t that the sabcon#ractor agrees that the City shall, under the expiration o� three {3) years after final paymant under• the subcantraat, h�ve access tQ a3nd the right to examine and photoco�y any directly pertinent books, dos�mes►ks> PaPers and recoards af such s�ontract,or iuvo�ving transactions to � subcontract and furtb.�z, that City s�all have access during normal wor�iiag hours to all subcontractor facilities a�nd sha�ll b� provided adequate and appropriate work space in order to cpnduct audits i,n campliancc cvith the provisions of this articlo together wirh subs�ction {c ) hereaP. Ciiy sl�all give su�Ucontractor reasonable advance notice of intended audits. (c) Contractor and subcantraetor agree to p#�oto capy such documents as may be requestcd by the City. The Cily agrees to reimbnrse contractor for the cost of copies as fallows; i. 50 capies and wnder �0.10 per p�ge. _ 2. More than 50 copies $0.85 for first page plus $0. I5 for each paga thereafi�er, (d} "Cvntractor agrees that the City shaIi, until the expi�ratian of three (3j yeaars a�ter finai gayment uncter this contrxct bave access ta �and the right to e�v�ine ar�Y directlY pertis�snt �ks, dacuments, pa�rs a+nd records of such subcontcactor, inval�iug transactions ta the sabcontract and fiuiher, that City shaI� have aa;ess duriug nozznal work�.ng hours to a11 appmpriate wvrk space, in, order to condnct audits in �mpliance with the pcov�i�ians of thss article. City sha� give subcan�ractor i+e�asonable advauce nntioe of intended audi.ts." � � � aa. coNs�xvcrfarr sT�s, � . The City, thraugh its Suzveyor ox agen�, will pravide t� tha Contxactor cvnstruction stakes ur ather custom�ary methpds of marlQngs as may be foun.d consistent �with professional practice tQ cstablish Cine and grade for madway and uEil�ity const�uction and centerlines and henchmarks far bridgework. Tiiese stakes shall be s�t sufficienrly in ad�vance to avaid de�ay whenever practi�l. O�ae sct of st�kes shall t�e set �ar all utility cvns�ruction (water, �ni�a�,' sewer, drainagc, etc.), ohe �et of �c�avvaiio�lor stabili�ation stakes, and one s�t of stakes fos cuzb aF►ci gutter and/or paviwg. It s3�a11 be the �Ie responsibility o�f the Contractur to prese�rve, mai.ntain, transfer, et�., al� st�kes �nisiced until comple�tian of the coc►struction p� af the projest for whic� tl�y were fprnished. - � If, in the o�iniott of the F.u}gineer, a suffccient number of stakes or matkings pravided by the. City bave been lost, deslmyed, or dishu�d, that the pmpez pras�cution an� co�ral of the work conbracted for in the Cantract Doc�uents cannat take. p�ace, then the Ca�actor shall replac� such stalces or marldngs as required. An i�cvid�al r�g�ster�d by t€� Tc�:aS B�ard ax Fz��essiar�� i;�d 5urveyiz�� �s a.€��gister� Professiona� %�nd Surveyar shall xeplace tl� st�lces, at the C�ntacka�'s expen�. No claim� �o�� d�1ay dx�e to a fack of rsplacemcnt of canstructian stakes wili t� accapted, and time will co�atimue ta 1r�e c�arged in acwzdancc with t1�e �Cnntract Docunxents. CONSTRIIC'�'JO�t NC)N-PAY ITEIVI No. 1- CL�A.RiNG AND GRUB$ING: - All abjecti4nattle items withi.� the limits af this pxaject and nat atherwis� �rwided far shall be re�noved under this it�m in accordance wi#h Standard Specification Ite� IO2, "Clear�n�g a�td Cr�l�bing." However, no direct ' payment will be made for this item and it sb�all b� t�nsidered incidental ta tl�s contract. NON-PAY TTEM Na. 2- SpRINKLIIJG F�R DUST CONTRnL: All applicahle pravisions af Stan�darc� Specifications Yte�aa 200, "Spri�Ekling fa�e Dust Cont�ol" shall aPP1Y• Hawever, no direct payment will be ma�e far this item and it s�all be eonsid�zed incidontal co this-contract. NON-�AY TTEM No. 3- PROTECTTON OF TREES. PLANTS AND SOIL: All p�operiy along an.ct ac�jacent w the Contractor's a�eratio� inelud�ng lawns, yards, sbr�bs, trees, etc. shall be g�se�ved or restox�ed after completion of the work to a condition equal or better than eariste� prior to start of work. � By ordinance, the cantractor must obtain a permiit �xoxn the �ity Forestex b�£or� any work (trimming, x�uo�ral ar root pnuiing) can be done bn trees or si�n�bs �rowing an public property including sh�eet zights�f way aad designated aileys. This pert�ni.t can be obtained 1�y calling the �'orestry Office at 8y1-5�38. All tree �avark shall be in compIia,nce wit� pxuning stancla�ds fpr Class II Pruning as descnb�d by► tb.e Napianal, Ar�rist Ass�aciation. A capy �a�f these stanc�ards ca� be provic�ed b3r catiing #he ai�uve aumber. A�Y da�ge to pe�blic trees due to negligence by the Cantractor sha11 be assessed using the current form�la for Shade 'Free Evalvation as det'ined by the International Society of Arboricultuxe. Pa�rnent for n�gligent cfAmage to public tree�s s�all be made to tb,e City oi Fort Worth and may be vyithheld from fiwds dne to the Contractor by thc City. To prevent the spre� of the Oak Wilt fungus, all wounds on Live Oaic and Red 4ak trces shatl be immecfiately s�aled using a c�mmercial pruning paint This is the only instance when pnming p�int iis recammended.. NON-PAY �T'F.M No. 4� CONCRETE COL�RED SURFACE: Concrete wf�eelehair ramp surfaces, excluding tt�e side slopes aud cc�b, shall be colored with LITHOCHROME calor i:ardencr ar equaI. A brick red color, a dry-shake hardener naanufactured by L.M. Scofield Company or equal, shall be used in accordance with manufacturers instructions. Contractar shafl provide a�ple concxete panel of one foat by ome faflt �y three inches di.mension, ar other dirmensian approvad by the Engi.n.eer, meeting the afc�recmeutioned sp�cifications. The sample, upog approval of tha Engineer, sbail be the acce�table standard to be app�ied for all. construcria�. covere�i in the scope af this Non-Pay Iteiu. Na direci �aym�ent wil1 he made for thrs item and it sLaII b� cansidered �cidental ta this contract. The tnethad of appi�cation shall be by screen, aifter, sieve, ot ather means in order to pztavide for a unifox�an color clistnbution�. NON-PAY 1TEM No. 5— PROJECT CLEAN UP: The Contrac�tor shail b� awar� that keeping tl� ptaject site in a,�eat and order� canditin� is considered an integral part of the contrached work and as such shall tre considered subs�diary to the ap�ro�r�iate bid items. Cfean up wark shall be daue as �iracted by the Engineer as the wozk prflgresses vp as ne0ded. I�; in the ogiuian of the Engin.eer it i� n�ss�y, clean-icp sl�all ,be done on a dai,ly basis. Clean up work shall inctude, but not he liinited to: • Sweeping the stree# clean � dirt or debris o Storing cxcess matersal iu apprupriafc and or� �nanner � � K�eping tr�sh of any �nd off of re�zdcnLs' P��3' Tf t�e Engip�cer �oes nvt feel that the jobsite Has been �ept in an► orderly candition, on the next esa�nate payment (and all sub�quent pa�ments untit completed} a�f' � appzopriate bid item(s) will h� red�uced by 25%. Final cLeanup wark sba�1 be done for t�is pxoject as su�n as the �aving and c:�u� and gatt�x �as been consiructed. No mare than s�ven days shau elapse af�ee aampl�tion �f caonstruction hefa� the raadway and right-of way is cleaned �p to the �at�sfaction af the Engincer. NaN PAY ITEM No. b-- PROJECT SCiiEDULE: Comtractor sha�1 be resp���e for pralucing a project s�hedule at the p�a�stn�caion conference. 'ihis s�hedu[e sh�ll detaii a11 pba�s crf constructipn, iucluding pro�oct clean up, and allow the contr'a�Wr to com�lete the worfc in the ailotteci time. Contraetor w�ill mot move on ta the jobsite aar will work begvn until saifl s�hednle t�as beeu c�eaved and appraval s�cu�ed from th� Con�tn�ctzon Eng,in�r. However, contract time witl start e�en if #1� Frnject �hedule has not b�en �rned in. Project s�hedufe vvii� be u�i�l and resubmitted at the end af evezy w�timat�uag p�riasl. AlI casts involveci with pros�ucing and mai.ntakinin� tt� �roject schedule s�ail b� caonsideree� �ubsidiary to this contract. NQN PAY �'I'EM No. 7— NOTIFICATfON OF RESD]ENTS: In arder ta cut dovvn on the numrmrber of cnmpiainfis fmm n�idents due to tt�e dust generat�d when saw-�ntting join#s in concreta pavement, the Cantractor shall notify residents, in wxlting, at least 48 �Zours in advance of saw-�utting jaints during the constnsctioa of �aving projects. All oosts imol�ed with �roviding such vsr�itten notice shall be consider�d subsic�iary to this cx�ntract. NQN PAY ITEiV1 No. S— PUBLTC NOTIFIGA"1�ON PRIOR T(� BEGINNIlVG CONSTRUCTIC?AT: Prior to beginning cons#ruction on asry black in the Pro,ject, the contractnx s�all, on a blo�k by bla�lc basis, prepare and dekver a naflce ar flyer of the pending canstructian to the front door of cac� zesidence or b�siness tt�at will be impacted by constructian. T1�e notice shatl be prepared as follaws: The nots�ication notice ar flyer s�hall be past�tl seven (�) days prior to beginning afny construction acbivity on each block iEn the prolect area. Ttte flyer s�all Ue pr�pared on the Cantracror's letterhead and s5all include ihe -- following iz�formatian: Name of 1'raject, DpE No., Scape of Project (i.e. typ� o£ oonstrt�ctian activity), actuai cn,�stnucEian d4uation within the block, the name of the contractar's foreman and his phane number, the nau�e af the City'S inspector and his phQne number and the City's afteY-hours phane num�r, A sa,mpte of the 'pte- constnictriom notificatian' flyer �s attaehed. � The co�ractor sball submit a scl�dule skowing the constructian start and finish time for eaeh block o� the project to the inspector. Iu a�ditian, a copy crf the flye,� sha11 be delivered to �}ze Ciry �uspector for has review prior to beiug disktibuted The contractor will not b� a�lowe�i to i�egin constxucbiou on arty blocl� unti� the �flyer �s delivered to all residents af t� black An electronic versiau of the s�mple flyer can be obtained fram the constructinn o�ce at �71-�306. � All work in�olved with tha pre�:anst�uction uotificatian fl.yer shall be considered subsidiaiy to the aomkrdct price and no additional comp�ns�#ion shall.�be made. NOI�-PAY TTEM No. 9-� P.RE-CONSTRUGj'10N NEIGHBORHO�I7 N�ETING: a A�fter the p�e-evrssh�uction conference has been held but before eonstcuction is allawed to ��in an this project a publiG meeting will b� lneld at a Iocation to be determined by the Engineer. The coxitractor, insgector, a�d project manager shall me�t with a11 affecteci residents and pares�nt the pToje�d schedule, inclutiing co�nstn�ction start date, amd answer any cons#ruc#ion related q�stions. Every effort will be mEade to schedule t�ze neighl�arhv� me�t�.o:g witi�in the two weeks following the pre�onstruction cae�fe�nc� but in no cas� wiil eor�strr�ctio� be aliowed to beg�a until thia meeti�g i� �eld, � I30N PAY TTENi Nn. 10 — WA5I�D R�CK: All. washed rack u�d for embedment or ba�lrf�i ar as ntherwis� diz�ected �ry Yhe Eu�i.�eer s1�ll w�dshed, cxushec� stone a�d sball iueet the foIlowing gradation and abrasion: (Act�ai washing not rec�uir�ed if grad�tion �s �t) Sievc Siae % Retained X" 0.5 1J2" 40-73 318" 55-� � �a � �+o-ioa #8 95-Z04i Los Angeles Abrasion Test: SU'�o Maximuixn wear p�r AS.T.M. D��nation C-131. , PAY �TEM - UTIL.TT"Y AD3CISTMENT: This item is included for the basic purpms� of establishing a contract prioe whsch will b� comgarable to the finai cast af makir►g necesSasy adj�stnnents req�ired due to stzeet innpmvements tc► water, �.nitary s�wer a�d n�tural gas service iines and ,appurt,enances where such service lines acui appurtenanc.es ace thc Properi}' owner's res�a�.sibiliiy to maintai�. An arbitraiy figure has � piaced in the Prop�sal; how�er, tla�s dves not guar�a�atee a�ny payment far uWity adjustments, neither does it c.anfine utility adjustments to the a.movnt shawn in the Pr�p�sal. Tt sha11 be the "Comtractor" respo�sibility to provide the services af a lice,nsed giumber to ma�ce the uti�iiy adjustments determined neeessary by the Engineer. Aia payment will be �nade for util�ty adju�st�ents eatcept those �jUs�m�nts determined necess�ry by the Enginc�r. Should the contrac�or daaaa,ge service liues dwe to his neglige�e, where such lines would not hava required ad�ustm�nt or iepair athe�vise, the lines s�rall, be zepaired and adjusted bp the co�ntr�ctor at the co�tractor's e�ns�. The pa�nnent to the cantractor for utility adYust�aents shall be the actual co�t of the adjustme�s plus ten gercent (10%) to cover tlre cost of bontd and ovechead incurred by the contractor in handting tlt� utility adj�sixnents. PAY 1TEM - PRa�CT DESIG�TATIO�[ SIGN: f� 'I'l�e eontractor shaII construct and install two (Z) Project Desi�matian Signs and it will b� the res�ans��ility af the contractar �o m�aintain the signs in a presentable eandiLion at all times an eac� project un:der cun�struction. Maintenance will include painting and repairs as directed by the Engineer. It will be the resp�nsibility of the Contractor .to have the individual project sxgns lettezed and painted in accordance with the snclosed detait: The quality af the paint, Pai.uting and fetterin� oa thie sig� shall be approved by the Engineer. T'he height and arrangement of the �ettering sball l� iva aocordance with the en.closed detail. The sign shali be constructed of'/," fir plywou�, �e A-C (exteriar} or better. Thes� signs sb�a11 be in�talled on barricades or as directed by the Enginc�r and in place at the p�ject s�� upan commencement of co�structian. The worls, which in,cludes the painting of the signs, install.ing and remo�riu�g tt►e signs. fu�ishing thc snatezials, supparts and cannections to the supp�rt and maintenance s�all be to the satssfaction of the Engineer. The unit price b�.d p� eaeh will be fui� gayment for matenials including all lalmr, ec�uiPment, ko�ls and imcidentals neces�ry ta complete the wor�C. � pAY TTEM — UNCLASSIFIED STREET EXCAVATIDN:, Se� Sta�tdard $pacificatians Item No. 106, °`LTnclassifiicd St�reet Excavation" for s�c'dications governing t,his ite�. � . Rema�wal of existing �enetrabio� or asphalt pavemeut'shall be in�cluded in this item. . Operati�ns necessary to wincirow eacisting gra�ve� base in order ta lower or rais� subgrffde shall. be eansi�ered as su�s;ici�azy to this it� and no ac�dirional c�aag�ns�tion s�all be given as snch. During the canstructian af this prajcct, it is zaquir�d that a4t parkways be excavated and s�g�d at the same ti�m� the raadwa�r is excavated. Excess eaeca�ation wiIl be disposed of at iocatia�..c a�rproved by the en,gineer. Tha intent�on of the cm+ner is ta pary only the plan quantity without m�ment. Should either conbracting pazty be abie to show an e�rpr in the �antities exceecling l0 pement, then. actual q�antities wiil ba paid far at the unit prices bid. The PartY reRuesting the payment af actual rather t.�an plan qv�ntities is �espo�'ble for bearing a�ry survey and/ar measurement wsts necess�ry to verify the actua[ qua3at�tias. pAY ITEM .� 6" REINFORCID CONCRETE PAVEMENT:, (a) All applicable provisions of standard Speci�ications Ikem 314 "Concrete Pav�eeiuent," shall a�plp. 'The contractor shall �ise a six (6) sack ovnc�te mix far all hand placeinent un the intersections. The unit pxic� hid p�r s�uare ya�rd sball be iull paymeut far all lal�ar, material, equiPment and incidentals necessary to co�plete the wor�c. (b} Once an evaluation of the �avement is naade to determine whet�er the cracic is drse to di�tress or mi.uor sh�iakabre, t�e following polie3' will a�p1Y: (1)' When the crack is minor and due to shrinkage (oosmeiic), then no �urt�er #reatment vv,ill b� needed. . (2) Ff the craek is due to distress (structura�), the fai.l.ed pavement m�st be remo�ed and replaoed a minimum of 5 feet. In no c� should tb.e remaining partion �the panel be le�s than 5 fe�t wide after repairing khe failed panel. (3) Anp crack within. J.2 inches af any joi�ut must be �emaved and replaced a aninimutm of 5 feet to prewent future spalling af the pa�vement. (c) All cancrete pavement not placed by hand sYiall be placed vsing a fu�y auiomated paviing machine as appxoved by the Constructiou Enga.ueer. Screeds will not be allowed except i.f apparaved by the Construction Engineer. PAY ITEM - SIL�CONE J�INT SEALING FOR CONCRETE PAVEMENT: GTTY QF FORT W�RTH, TEXAS TR.ANSPOR'TATION AND PUBLIC WORKS DEPAR�'MENT � SPECIFiCA�TON for SILICONE JOl'NT SEA,LTT�G (Rewisiom. l, p�taber 18, 1989) (R�vision 2, May 12, 1994) .1 1. SCOPE TTuis specificarinn far silicane jo�nt sealing.Partla�d Cement Concrete pavement and curbs slrall supersede Item 314.2. (11) `•Joint Sealing MateriaLs" af STANDARD SPECIl�TCATi4NS F�R STREET.AND STORM DRA1N CQIVSTRCTCTiON - CTTY OF FORT W�RTH, and It�em 2.210 "3oint Sealin�' af STANDARD a SPECIFYCATIONS FOR PUBS.IC WORKS C4NST�tUGiTON - IdORTH TEXAS CUUNCA.. OF GOVERNME�. 3. MATLRIALS 3.1 The sitic.one,joint seala�t shali meet Fedexal S�:ifica#ion TT-S-001543A for Class A s�cala�t except as madifled by the test requirements a�f thi,s speciSCation. Befa� t� �t�lati� � th�,jc�int �aJaa�, th.� C.oe�ctar sh�ri fuunish the �ng�neer ��tification by an imdep��d�nt �es�#ing lala�r�tory f.laat the sili�ane ja�nt sealant me�t thes� �eq,uirexnents. 3.2 T'he m�anuf�ccharer of ihe silicon�,joint sealant shall have a nninimum two-year dem�ns�rated, documented suc�sfut field p�'arimfa�oe w�t� PoRland Cemesrt Conc�rete pavement silicane jaint sealant systems, �erifiabte da�um�entation sh�tl, be submitted t�o the Engineer. Acetic arcid c�.t'e sealants shal! not be accepted. 'Tb�e silecane sealant shall � cold apglied 3.3 S�lf-L�ling Silioone JoinC Sealant 'T�e joimt s�alant shall be Dow Corni�ng 890-SL sel� levefing siticon� joint s�a�ant as cu�nu�actEued by Dow Corning Corporation, M�idiand, MI�F8�86-0994, ar aa appro�ed equal. 5e�fi-Le�elina �tllcnr�e Joint 5ealant i'est Methasi ies# �eauirement AS SUPP�II�� � MIL-S-8802 AST�A D 14�5 � � � IVan Valatile Con#er�t. % min. Extrusion Ra#e, grams/minute Specific Gravity 5kin-Over Time, minutes max. Cure Time, days �ulf Adhesion, days 9�3 io 99 �75 to �vI} 1.�Q� to 1.340 60 14 to 2�S �t4 tv �9 ._1 water and oil frana. the eomgressed air. The blow-tu6e shall fnr into the saw�ut joint. 5.5 Eartrus3on Pump: T}ie outpvt s��all be capable of supplyi.ng a sufficient volume of sealant to the joint, � 5.6 Injection Toal: This mechanical device sha21 appiy the sea�ant uni�fa�rmly inW fhe joint. - 5.7 Sandblaster: The desi.g� shall be for cammercial r� with air comgress�Ys as sp�ed in Paragraph 5.4. 5.8 Backer Rad Roller and ToaFing Instnnnent: These devices sha]I be clean and iree . af contamination. Th� sh�ll 3�e campatible with the join degth and widtii. . requirementS. 6. CONSTRUGTION METHOD5 k 6.1 General: The joint reservoir saw cutti.ng, cleaning, bond bzeaker installatian, an�i joint �ealant ptacement sha11 be perfarmed i.n. a coudnuo�s sec�uence of aperatians . 6.2 Sawing Joint�: The joints �hall tr� saw-cut to the width and depth as shown an the "Constructiot� Detail" s�eet. The faces of the jaints shall be uniform in width aat�d depxh a�caz� tl.ae �eall length of t�ae jointt. 6.3 Cleaning Zoints: I;nmediately after sawing, the resulting concrete sluzry shall be completely removed finm the joint and adjao�nt area by flushing witit high pressure water. Th� water flus�in,g slsatt t� done iu� ane-directian ta prevcnt joint caatarnination. �4'hen t� ContracYor elecrs W�w the joint by tl�e dry method, �tushing the �oint with lugh pressure water may be�eleted. The dust reavlting �om the s�.wing shalt � removed from the joint by using compressed a�.t. (Paragraph Rev. 1, Oz:ttober 18, 1989) After oomplete drying, the joutts shall be sandbxasGed. The naxzie sball be attached to a mechantcal ain�ing ci�vice s� tbat ttse s�nd blast will be directed at aa augle of 45 degrees and at a distance of ane tn two inches fzom the face af she jaint. Both joint face� shall be sandblast� in separate, one di�ectional passes. Upon the termination af the sandblasting, th� ,�oints shall be blown�ut �sing compressed ai;. �'I`he blow wbe shall fit into `the joints. The blowu joint shall be ch�ck�d far residual dust ox othex cantamination. If any dust or contaxninaiioa is founc� the sandblasting and btavving s�atl b� repeated until fhe jaint is cleanea'. Salvents �w�ill nat ba p�rmitCed ta remove stains a.nd cont�aminatian. Immedsately upon cleani�ug, the bmid breaker and sealant sha� b� placed in the �oin#, ()pen, c.leaned,�oints, shall not be left iu�sealed overnigh�. � Sond Breaker Ra�, and 'Tape: The bond breaker rod and tae shall l� instaiied in the cleaned joint prior to the applicai�on af the joint sealant in a�nazu�er that will pmtluce the xequired dimensions. 6.4 Jaint Sealant: Ugon placement of the i�ond breaker rod and tape, the joiat seaiant shall �e appl�ieci using tha mechanical injection taol. The joint sealant applicatian shall not be pernai#terl when the air and pavement temp�rat�ue is less than 40F (4C). J'oiats strall not be seal.ed nnless they are clean and dry. U�tis�actori.ly sealed joints shall be re�illed. Exosss s�alant left on #he pavement sucface shall be remaved and discarded and s�all not be used ta seai the joimrs. The pavement su►faae shall pres�nt a clean final condition. Tra�'ic shall not be allowed an the &esh seaIant until it b�comes tack free. Apgraval of 7oints: A representative of the saalant manufacturer shall be preseret at thc job site at the beg's.uni�g of the 5na1 cleaning and s�aling nf the jovats. He s}:ali demonstrate to the Contractor and the Engi�eer the acoeptab�e method far sea4ant installation, The manufacturer's r�presentative slaall approve the cleait� �'YJaints b�ore the sealing operatiou camxnences. '�. 1NARRAN'I'Y The Cantractax shalt pro�ide the �ngineer a mkanufact�rer's written gaarantee on aiI ,pint ssalir�g materials. The manufach�rer sltall agree to pravide any re�lacement m:ater�'tal free of charge to tho City. .Also, �he Con#ractor sbEall prflv�id� th� Engineer a ��ritten v�arx�ty s►� all seal�d joints. 'Tk�� Contra�tar s�lf a�ree to repiace a� fail8d joims st no cost to the �ity. Hoth warranties s�}] b� f�r +�ne year aiter fi�al acceptanc� of the completed worlc by the Engineer. S. BASIS OF PAI'1�IENT Paym�nt will be m�ade at the Contract bid item nnit price bid per linear faat (L.F.) as provic�ed in " . for "SII.TCONE JOIlVT SEALING", which prfoe of shall b� f�ll campe�tion for fwrnishing all materials and faar all r.�,r�.al��n, �elivery, and app�ication of thoss fi�aling materials and for all l�or, equiFment, ta�ls and i:a�cidentais n�cessars� to oQsnplete the silicane jaint s�aling ia confar�uity with the plans and thes� s�acifications. � � . PAY ITEM � 7" CONCI�TE CURB: The cantractar may, at his apt�an, co�nstxuct either iutegrai oX superimpas�d cvrb. 5tandard Sp�ic�tion Item 502 sball apply except as follows: Integral curb shall be co�cted a1c>ng the edge of �he pavement as a;u integral part of the slab and of the same coacrete as the s�ab. Tfi� conc,r�te for the curb sball b� depasited not more tbaaa thirty {3a) mi�utes after the concrete in the slab. , PAY ITEM � RETAIl�TATG WALL: Th�s item will oonsist of placing retaii�ing in locations and at heights deternaine,� � the engineer in #he field. All applicable sectiau vf City of Fort Wozih Stanciard Specification item 518 shall appiy except as �allows: Retaining wall shaif be canstnxcted per City a�' k'art WoRh Canst�uction Standard Drawing No. S�[7�.3 "Retaining Wa�l With Sid�waltc" where applicablc. All existsng brick and/ar stone retaining walls not sign.isicantly impacted by proposed grade cb�ges will be psntected. Replacement of retaining walls not impacted by prap�sed grade changes will 1� at the e�ep�ns� of the contractor. PAY ITEM - REPI,ACE EXXST. CURB AP]D GUTTER: Tlais item is include�3 fvr the purpQ►se �.t►d removing and replacing sxisting curb and gutber in transition areas as c�etermined by th� Engineer in the field The proga�ed curb and gutter will be af the s�me dimensi�ns as the exi�ting curb and gutter ta 3�c removed. Quantiti�s for this pay item are appro�nate aud are given onty to establish a uuit priae for the r�ork The price bid per lineax f�ot for "REPLACE EX�T. CURB AND GUITER" as shorvn in the Prop¢�sal yviWl b� ftill payme�nt fnr xnaterials inctuding all Iabmr, equipment, tools aud incidentals necessary to complete the work. PAY TTEM - HMAC TRANSITION: . Tivs item will consist oi the f�ruishing and ptacing at �aryi.ng thicknesses an HMAC surf�ce in transitioz� areas whei+e indicated aa the plans, as specified in thes� specificafions and at ather lo�ations as xnay be direcked by the Engine�r. . This item shall be govemed by all applieable pmvisians of Standard Sp�cifications Itena 312. The price bid p�r ton HMAC Transitian as shovra in the �roposal will b� fuil paymeni fQr materials ancluding all labar, equiPmEent, tavls and inademtals necessary to complete the wor&. PAY 1"TEM - 6� PIPE SUBDRAIN: N'o specific lacation for this item is designated an the plans. Svbdrain shall be in�stalled nnly if field cun�itians indicate groumd water at subgradc level after excavat�ou aind if deemeQ necrssa�y bp the Engineer. �'AY TI'EM - TRENCH SAFETY: Y7e�riptian. Thi,s it�ffi wisE coa�si� of th� b�ssi�� �tai�re�n��s wkuch the c�n�t�ractar �ust oomply �vith in arder to prcn�ide fnr ths �a£ciy ar.� heatth of �rorka� in. a mer�ch. 'C�e cantractnr sh�U. �ievelap, design and iut�olement the tcrnch exGavatioa safety pxotection system. The contractor sball b�ar thc sflle �:asibiiity for the adequa� af tt�e h�anch safety syskem and pravitiing "a safe plac� to work" far the worlanan. The tren�ch exc�vabian �fety protection system sbail be us�d for ail tren�c�. excav�arions deeper tban five (S) t�ee#. The E�ccavating and Trenching Op�ratian Manual of the Q�cupational Safety �nd H�alth Admin�ishation, �7.5. DeparGm�e� of L,abnr, sha11 be the m►i�uimum gu�erning reqt�rament c� this item and is he�by� made a part of ihis specific�tion. x'he �nRactor sball, in addition, oomply with all other applicable �ed�ral, Stat� and local rules, regulations and ordinances. M�asurerne�nt an,d Payment: All meth�ls used for trench exca�aaon safety pmtectioa shall be measuxed hy the linear foat of bren�ch and paid at the unit grice in tlze �as�l, whic3� shall b� total comp�nsation for fumishing desigr�, materials, taols, labox, equipme�nt �nd vncidentals ne�ess�ry, including removal of the syst�na. PAY �!'EM - TOP SO1L: The pro�sed quanriiie� shpwn ar� r.alr,ulated tQ provide togsoi! 4 to b inches �un depth (c:ompacted) over the pa�vay area and do not include dee�er than design-tlep#h behi�nd the curb. The �ay item is inteuded to pay for topsoiI that must b� iimp�rted where suatalile matezial. i� eithex nat a�ailab�e on the job or cannot rcasonably �e stared on�sitc, Payment will be made on the basis ai i�se tsuck �olume (full uuck wiEh sideb�ards up) tickets �anc1 m�terial must meet City of Fort Worth stanclards €or topsoi�. On1y th� volume imp�atted will ife paid for and :may be substanria!!y less than the prop�sa3 quantities listed. pAY ITEM - AIIJUST WATER VALVE BOX: Can�ractnr will t� �nsible for ad;usting water v�lve boxes to match new pavement grade. The water valves thcroselves will tse adjusted lry City vf Fort Worth Water Depattment forces. The unit price bid will be full paymes�t fo� materials u►cluding al! labor, equipmex�t, to�ls and iucid�ntals necessary to complete the wark. PAY ITEM � MANHOLE AD7USTMENT: This item shall uaclude adjusting the tops �f existing andlor proposed ma�oles to match prQposed grade as shown on the plams ar as di�cted by the Erngineer. Stai�dard Spacificatio�t Item No. 450 shall apply except as follows: Included as part �f this gay item shall be the application a� a cold-applied grefornteti flexible butyl nibber or plastic sealing compaund for sealing interiar and/or exter�or jaints on noncr�Ce manhole ssctio�s as per c�rrent City Water Department S�cia� Coz�ditions. � PAY ITEM - ADN53' WATER METER BO�: This item shall include raising or lowering an existing meter box ta t�e pa�cway grade sp�cified. No payment will be made far existing baxes which are w�ithi,n 0.1' of speci�ed parkvvay grade. The unit price bid will bp full payment fox }naterials including all la€�r, equipment, toals atxd incidentals necessary to c:omp�ete the wnrk. PAY iTEM �5" H.M.A.C. PAVEMENT fThic�cness Tnleranees and HMAC Testin� Prac�iureslti The has� rnurse s�all be a 3„ deep .I,ype `B" cour� plac� in one tift. T�e Surfa�e cours� shall be a 2" deeP Type "D" ca� plac� in one lift. All pro��isians af Standa�rd Specification No. 312.7 `Construction Tol�xance' sball apply except as mu�fied herein: 1) Af�er compl�tion af each asphalt paving course, cqre tests will b� made to determia�e campliancc vvith the canhact specificatious. The hot�mix asphaltie concrete pavem.ent will b� co�e �rilled by the Ci�y af Fart Warth. Th$ thicl�� af the asphaltic �r�e �v�It tae detezmtned by me�,.�urea�nt gor� taic�a �t lac�#acans deteimin�ed by the Engin�er. The thic;tness af indi�riduaI cores �ri11 be detern�me� hy ave�~d$i.ng �t l�st th�ee (3) measurements. If thc care measuraments i�nclicate a d�cien�y, tl� leagth of th� area, of such ciefici�nt tlucl�ess shall be det�rmined by additional cores talcen along the Ie�ngth of the pavement in each dire�cctio�e until cares are obtained whictt are a# least of specifiect ihicf�ess. Tfae �ridth df such are� shall not be less tl�an'h af the raadway width. 2) Whea the th�icl�ness af tt►e base caurse (as determined from core �ampies) is more tban 15% deficient of the plan thiclwess, the Contr�cta� sl�t ��ove and reptace the deficieat ar�a at his awn expense. If the thicl�ess is less than 13% deficien�, the Comtractor shall make up the diffet�nce in the base thiclon�ess with stufave cours� material. 3) The surface course mvst be�the plan thicI�ess. Tlvs daes not include surf�ce oaurs� material used to make up def'iciencies en the bass oouzse as des�ril�d in item 2). �) The ovexa�t thickness of asphaltic r�ncrate pavement must i�e a mini.mum of the plan thiclrness. Deficient areas (as determined in item 1) founct to be Eess than the plan thiclmess wiil h� reYnove� and z�epiaceci at the Contrackor's ex}�ns�. � _ 5) No additional payment over thc cantract price will be made for arry hflt muc asphaltic caucrete caurs� of a tlucl�ness ea�eding that required Uy the plans and s�ciflrations. 6) HMAC Testing Pra�cdwre: The contractor is zequi�rad to subm�t a Mix Desi�n for both'�+pa `B'' and "D" asp�t that will be ussd for eacE� project. This should be sub�titted at the Pre-Canstruction Conferencc. This design shali not b� more than two (2) years oid. U�mn submittal of the design mix a Mars�►al {Pro�tor) will be calcvlated, if ane has aot beem previously calculated, for the use dtuing density tes�.ing. For type "B" aspbalt a maximum of 20% rap may be used. No Rap may be us�ci in type "D„ � Upan approval of an asphalt mix design and the calce�lation of the Marsbal (proctax) tha �ontractar is apprcrved for placement of the asphait Ttze cantractor s��all contact the City Lairoratory, tfirough the iz�pector, at least 24 hours in advance of the asphait gtacem�ent to schedule a tec�nician to assist in the �nonitoring of the number a� passes by a ro}ler to establish a rolling pa#ern that �s�vi�.l provide the required densities. The required Density�or Type "B" and for Type "D" as�hait will b� 91°/u of t3ie calculated Marshal (procCar}. A Tmxler T�in. Layer Gauge wfll be used. for all asptzalt testiu�g. After a rolling ��ttem �s es�tablishec�, de�sities should be tal€en at locations not m,ore than 300 feet apart. The abnve rac�uirement applies to both Type "B" and "D" asp�+alt. Densitias on type "B" must be done before Type "D" asphalt is appi�ed. Cores tn deterntine thickness of Type `B" a,sp�lt must be taken be�fore T�e "D" asphalt is app�ied. Upon com�letivn of the appiicatiun of Type "D'� asphalt additio�al cores snust be taken �o deter•rnina the a�plied thickness. (To be pxinted. on ContracCor's Letterhead) Date: . DO� i�7o: � PROJEC'F l�l',Ali�E: �rsco �ocArio�r: �x� LTAhQTS UF CONST.: <Alpha ��. �etrv�een Beta�Street and Gamma Ln.) �stimatcr� Duration of Cons�ruc4on on your Steeet :<I�> ciays �'HIS �� 'TQ) ��� '4��� '�'�'i' �EI� � +���'�`�A.�'I' �g'�'�i TI�� CITY �i�' �C�RT �'�R'TH, (�U.� C[)1�A,�1'� �i,L < �PL�C� WAT�R. ��l�l� ���I� I�I�1ES - REC�NSTi��CT � ��1tEET� �I�I �R �O� Y�I7it �'1tOP�T�T�'. ��1�TSTItUC'I°IC41�3 �[LL �E�IIiT �."FRC)7�I1�.T�LY �E'�1�T 1]AX5 I'1301� '�'�E i�.�iT� �F 'THIS 1��"�T��. ��' �'OU %�VE QU��'����5 �18��]'g t������, SE�IT�'�', S�.F�'I'Y 4.1R A� �lT�-IER I��UE, PLEASE C�If: liZr. �COI�TRACTU�2'� �UPERIi�TT�NDEI�T> t$T �TELEPHONE Nb.� �R 1VIr. �CITY I1�5PECTOR� A'T �TELEPHO1�dE �N0.> �F�Ii. 4:�0 �1VI �R �l� �EI�EilT��, ��,��E CA�.L �7Ia'�970 PL��'�4SE.�CEE�P 7'HIS' Fi�'E� HA�1'�Y' �El�' Y(?�I CA.�LL., ,� � - � � � - , _ r- f� _ -�— - ��Q�,� ��� . S� �'� R� ���5� Q�� . 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ZE7:A�S � �LkC W0� C1����R� p,�R �� p�VtSl0�1 �'� E�IG�N� m Y� �,��pVEQ Ei � H�G� nR.�1 �E-Z f � � p t� � ���}� � �1G t _ CONSTRUCT��N ��SY , woRTH�sTANDARD E `H THE GITY �F FORT ECIFfCATIONS FOR STREET AND STORM � AIN C4NSTRUCTiON CLASS "A" REI�IFpRCED CONCRE7E PnvEn�E�T �E��-oR cu�a.T4 Tt1E �• �a �I �� . ////�., ////%%%%%%%�%%////////%%%%%//%%%�///�///%%%///////%///////%%///%%/////// /; �/// �� � � � � . yj-� •.. NnTCS � .-.rrt��,n�n rn FaRCED CONCRET� PAV�MENT CXt571NG anSG {iF MEY) �' � �, �� flITCN WALL =COMMEND�D BY , EORGE A. 8E1�N���S�, SS{S"CIWT �iRECTQR. TPW E3 CKFILL� /1Lt ITR�NGt�CS IN �- - . DpW�ITOWN STR�ETS. AN� pPTIa�AL IN OTHCR I�Rt�s � BACICF�LL SHAL-L MEET SP£GlFl�fl � ITE�i h02 0� THE STnN�AR� Sl�EGIFiCATIO�°aS Fp{� STi�ECT AA[D STORN DR1tIN CONS7RUCTlON, . CITY OF FORT WORTH �X15TlNG CURB � GUTYER EXISTWG CONCRETE T 2. RE1N �Hp,�� flE REP�ACED TO ORlGINAI. D�P7H OR TO A Ml1�lMu1v1 D�PTH Q� 5,� .WHICHEVER lS GREATER. 3. PLAGE B" �� 2�2� CflrsCRE7E AS SKOWI�. 1" OF REfN�ORC£D CONCRETE MAY B� SlJ8S71TU7ED FOR EVE�Y 2" .Qf 2=27 CONCR�TE 4. R�WFORCSM�D�� ��N�A7CH EX ST1NG, ME�T C17Y WNiCHEVER k5 GREA7ER. � TYPECAL SECTlON�RETE PAVEM Nf T � RE���F4R�ED �ON . ,l � DA�E:2iIStb� �����o� .y�� CiTY OF FORT WORTH, �EXAS TRMESPORTATIOt�/PUBLIC WORKS • ENG1r[EERING DlV1Si0l� - � � ��It�� ' DATE:•� DL�' APPROVED 6 ti�-��' � � HUGO MA�ANGA f1[RECTOR. 7PW FIG 2000-2 Rev �L CONSTRUCTI4N MUST �ORTHASTA DARD E 'lTH THE ClTY DF FORT PEClF1CATlONS FOR STREET AN� S:TORM � RAIN CONSTRUCTlON EXI�TGUTiERg . EXISTI�[G [3RiCK PAVEt���7 . l �q�� i � pOWEL MQRTAR' g�� DaWEt. SEE SPEC_ ' ----� �I �Yaa���ss�»�`%v»��A1�t4,�'�Sll�aati�ta*chti`�.1�'�1 Exi&7�u7TERB � . � � . 1- � • I- � � �, � • D r .�.�«r---{"'_.-p.�- � i3A5� - . • . - . : y /4p . 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SHALL MEET SPEG dEPTH OR' TO A MI ���RMC01�C�t�TOr 5" ��.• 1T�M h02 �F TriE � W};IGHEVER IS GREA � . :�' 5�p�p�[{p SP�ClFtCATfONS FORT� WOR7HASTW`iDARDER CITY OF `'.`:._': . �QR Si'REET ANQ STORM ORAIN COt�STftl7CTI0N, 2. R£INFORCEML•Ni OF CONCftETE MllSi _ •�`':�.-._ ' :• •\ . CI7Y 0� FORT WOR7ti MEET CITY STAPI�ARD aft MATCH EK�STlNC. . .�/////h��I � III. 5. EXISTlNG BR1CK SNALL BE R�MOVED� WN1CHEVER i5 GREAT�R. � • / CAREFUL�Y TO AV01� OAMAGE. DAMAG�D 3. PLACE 6" QF 2�27. C��CR�iE /�5 SH�W1�. �1�,E sRICK i0T1�ATGN�AQJAC�NT BIR CK NDW4AAGED S�g�TR�TED�FOR EV�ERY�2� OF Y �� 2=27 CONCRETE. � . • � ' TYPICAL SECT�ON � -T���CH REPAI � TYP�C �� B� �t CQNC�E E BASE � REINFO � • � � _� •���r-,/�.--, _ DATE-� � ��� ATE: Z! �s� �� . � ���A ����� I�PPRQVED- BY' � . � �* �*�'``'M NUG� i�ALANG,4 �COMNfENDEI� SY� ----- ' . �,;<':�Y�.L'" . DIftECT4ft. TPW . . CdRGE A. SEFih�ANESH, , � k' � . SS�STANY �l���TbR, T�'W e�YY 0� FOFtT WDRTH. TEXA� ' � 7RN�ISPORTI��1��1/P��Li� wo�xs r�c zao�-� . E1�GINCCRWG QIVtSION . _ _ ._ .... _� - - �- - - - - - - ?ev. . �� y 0 SAWN CVi�FURLT EP7H L }RILL AAlD GROUT N0.5 x 2�" TIE ] EXISTING PAVEMENTRATE MIN. 6" . � Nfl. 3 BARS � 2�" C-C BOTN WAYS H LA ti+llt�tlM M�12�'� V�Ef:LAP. N0.5 T1E BAR � . . SAW C�T EXISiU�lG SiEEi. 1N PAVEMENT „ SAW CU7 �/ SHALL .8E CUi 4T �XPA1�fSf0� .iDiNT llSC REDWORO , �ANSfON .�01NT FILtER MID NO.fi x 24 . , . dDTH DOWEL AT 2h" C-C . . , . , , • ./ . .:F ' . , ;�� , , . . . . • � f ) EX�57. CflNC. f'AV�MEN7� � �•. ' ..._.� _ ', . _ . : . . .- • . . .�..' � , . � .. � STEEL, - .. . - . . � • . , . . . . .. . _ ._ . � --► _ T. fS - EY. � "„ .„. �"���►-� - ja" �� � - . - � � ��� �� � `��V/� , �� `�\�`{I�\ l 11 �\\11���C!/�. Cti�B �� ,� ����/� \\\`(/ . �\\\�(I�\.1>> �i�1.1 i MIN� � I 5' MkN. � � � . � CLlRQ ' .F 5,�1�i? OR COP�STR43CTED d0lI�CT � ,�OINT � � � � / / � /� ///////(i�.. �� ��. � TYP�CAL PART�AL PANEL � REPLACEMEN'T ED GON�RETE PAVEMENT JOINT DEPTH PAVEMENT 7HlCKNESS T- ��� T� s�� T- �7�� T- g�� .�aN� . pEPTH z-�r4" 1-112" 5-�/4�� 2,� , RE�NFORC �r,/,� DATE� Z � SI d =COMMENDED BYti-�,� =QRGE A.6E}�t�ANESH, a51STAPIT t71REC�Q�� TpW FO�tT �T�RTH -�.��'"�,��."� ClTY 0� FORT WORTt�, TEXAS TRAN �N�I�EERiNGpOE�Vi�ION OftKS � l`��C�-�� DATE:S `� � a J�PPROVE� BY.�C . ;J'� . � HUGO MA�Af�GA DIRECTO�, TPW � FIC.� 2000-4 A .� ;ev. � � : -. � =� �---, �. � __---� � , ---� �-� . --, �-� — � ;- - �� � �+���"'�A1LZ � PA�F� tE� 4 g• MIN. iTES 'HE FOUR SiD�S OF �'HE CUT SHA4.L CURB 8� G���ER ���� � : ��AT4.Y SA1dVED W�THOUT ROUGH - - - - - - - _ - - � ' � W � . % ' �� �GES / � / - � �1tifiAiHI�1G �AV�i�i��1T BE�INEEY� ` � ; � ! AAEY R p� �� ui � � F. � � A nmrat�u /y . / > �ViUST SE • �. � O�' R�PAIRS � ` � � , / � / � � �- � i - � DA1S. / /r � � • 5 !H A�.L D IRECTI � / � � Z � ��� � � � � 5' MItJ. � �� � 5' ��H. � �' � i /%� 1 � � .� ���c - -���.� i � � � C�]RB & GUYTER � i ��Y.i�� Z�e Y1���� �f-► V �Y1d��EVi� � � � �� � �� DAT�� Z�I LS I �� . ;,Qt�f�E�IDED BY• ORGE A. BEHMANESH, , . . SISTA�IT DIREC�'OR. TPW - . . ' ev. 1 ������t�'� :L �'_ . - -� � = ` . �CITY OF FOR7 WORTH, � EXAS 7RMlSC �GlN�ERING�DV ISfON OftKS 5' RIIZN v 6.� 1 1 S i 1 t , i � � � � ; 1 . � ! , � 2�' ,. ASP�Al.T ,°�'�4 � E I I _ 1 I ! 0 I -�--��-- 1 ! I� _ �,r��,dRTE� �/y"���. APPRbVEq BY' � " . f�llGO MALANGA ' Dff�ECTOR� YPW 0 i _ _ _ _. ._ — �-- — — _ F�G 2000-46 _ : � iTES= - � H�,4L7 TO A55URE NO�SL P1 PACE pF TE RN 1TE PN� MO CDLLAPSI�{G DF YftENC1i F TRENCH L�NCTH IS lESS 7NMt 5-FEET ) STEEL PLATES 1Nll� 8E IN PLACE l.ESS qh1 48 HQUR5, SFEEi. PLATES FAAY BE 10E6 �1REC7LY dN EXl5TfNG ASPHlILT WlTH(3UT i.iNG_ PROVIDE TEMPORARY ASPliAI.T MlSlTI0N5 EXTEMDINC 3=FEET BE1'ONd EDCE STEEL PLATES. COLO AdIX CDtp 1�IX f'i�� i "�= ���_• �,.i_S_;� ' � . , . � �, . � , � . ' , ,� . . ; f ,' , f � �- ;.Y r f �,�y � . , ,. ; �� ii/; :;,.'.: . :• \Y� ���/,�'t:�t��l ':Y /�'����15�}��� ; � `>� :���1!f�:':�i�'�'�t �,.a I ! r. ti ,� � ✓'7 .r; •�� � .e� STEEL PLAiE . :�� ; '�'' �'` � �-% APPt�OVA1L MOF CITYV� PR�O� i� TRENCFi J � TRE;NCH �. � t.0 � �i � � 7 `s e /'t � ��,R - � � �� . �. � ��':+ �� i '� . +�'%-, s11 'l��l,���+� �� r .. , �/}r1%/ . �, \��� MPROVED � Yr.%,�rlli:J+I."� :i� � STANDARD DETAEL FOR TRENCHING TY�� ,�g�� pLA71EVG TYPE `�A�� PLATING - 8�� � �;'+'-� �J. on��: Zl i S j o i ;COMMEN�ED �B - ;ORGE h BENMAt�fESH, :SfSTANT O1REC70ft, �PW �v. EXISTING M.H.OR VALvE RT CRAQE FoP�� �%Ri�� ---....Y a.----� . •��d � CITY OF FORT WORTH, i'EXAS Tl�ANSPORTATfON/P[]6LiC Wt]RKS ENC�NE�RINC DIVISInN ' 1 - j' ; ',�;�r.�`v%� 4Y/�'��'�'/•1'��/ �,��%:',����%%lYf,r����d?,\I?{�% �iJf�'ti1r/iT• ��I'i � {/ l.r�r.:� ' .!� �' < ;= '4� {� =� .. . � . �_ � , �i � �'� l,�; i /.� !'t _� - ' � r j �' ty �,.� . . ��v � `ti �� � i �1:�� /i h`!}�I r';�i`?�. Huco MAL/WCA o�R�craR, r�w P CK�,J�INT WIT�Fi COLDTE. �ix �%/!G�'—�}r pATE;J� _Q� �� FIC 2400-5 � �� 4 ,p ` n � � - ,�����' �'�, ,, ► '�� ` , �` 1�� �� � , � ,�� �� � iasz �t�Y, o9-g�� ioas Yersians Ohso�ete) The City of l�ort Worth 811 Lamar, Suite 310 Fort Worth, Texas 76102 cIo Rakesh CE�aubey, P.E. Permit# 220-SS-i00-00 Hwy. No. I-35W Mainteuance Section No. Caunty: Tarrant Date: May 18, 2000 Reviewed & Issued Sy: G 03 Rodriguez �'exas Departmenc of Transportatian (TxDOT} offers no obj�ction to the location an the right-of-way o£ your proposed S" tTARYSEFYER LIIYE as shown by accompanyi,zig drawings and notice dated May [ 5, 2000, except as not�d below. EMENT STR UCTURE SHALL BE,�EPAIRED TO AS GOOD OR BETTER CONDtTION THAN SEr�ORE. attentfan is directed ta governing laws, especially to Artic2e 6b74w-I, Vernon's Azuiotated CiviI 5tatutes of Taxas, pertaining to •ol af Access. Access for serving this installation shall be limired to access via (a) frantage roads where provi�ed, (b) nearhy or ent puhlic roads ar streets, 8 ixails along ar near the highway riglxt-o€-way lines, connecting onIy to an itytarsecting road; from �ne nr aIl of which entry may be made #o the o�ter portian of the highwap right-af-way for norraal service and maintenarace tions. The Owner's rights of accass to the through-t�'affic raa@ways and ramps shall be subject ta the sama rules and ieguiatians ply tn the gen�ral public excapt, however, if an emergency situatio�z nccurs and usual �neans pf ace�ss far normai �service tians and will not permit the immediate actian requized by tha Utility �wner in making ernergency repairs as requzred for the � a��d welfare of the public, the Utility Owners shall have a temporary zight of access tn a�d fram th.e through-tra�c roadways unps as n�cessary to accomplish the required ezr�ergency repairs, provided TxD+�T is immediately notified by th� Utility Owner such repairs are initiated and adequate provision is made hy the Utility Owner for convenlence and safety of highway traffic. ;xpressly �rAderstoad eYazt the TxDOi' does not purport, hereby, to grant any right, claim, title, ar easement in or upor� this 'ay: an� it is feu#her u►�derstoad that the TxDOT may require the owner to relocate this line, subject ta provisions af governing by g�ving thirty (3U} days written nntice. re requested to notify this dffice prior to comcnencement of any rontitie or periodic mairitenance which requires pruning of trees . tha highway right-of-way, so that we raay provide specificati4ns for the extent and methods to govern in trimming, toppin�, 3lance, typa of cuts, painting cuts and clean up. Tt�ese speci#icatians are i.�tende� to greserve aur considerable investment in ay planting and beau#ification, hy reducing damage due to trimming. stallation shall not darnage any part of the highway and adequate provisions must be znada to cause minunwn iacanveniences to and adjacent property owners. In the e�ent tha Qwr�er fails ta comply witi� any or all af th� requirements as set forth herein, ite may talte such action as it deems appropriate to compel compliance. ;RAL SPECIAL PROVISiDNS: ! Requuements fnr installation afUtil�ties on Highway Right-of-Way !1 of iltiiity Trenches, Rcv. Feb., i97i Construction Work on Sahtrdays and 3undays for Utility �tions Ar�thariized by Utilxty Perrnit. Policy Chart. fot Installing Underground Utilities in Vicinity pf Trees. GETATfQI�[ SPECIAL PROVISIOI�[S. in order to minimize erosipn and sedimentation resulti.ng from the proposed tion, the project wiil be revegetated as ictdicated on the attachment. . , ;RQ5ION SHALL BE H�LD TO A M.�NIMUM AND SEDTMENT FR4M THE CONSTRUCTION SITE SHALL BE AWAY FROM THE ROADWAY AND DRAIN INLETS. ' E NOTIFY GLYNfS RODRt'GUEZ AT (817) 37l� b585, F01�TY E1'GHT {48) HOURS' PRIOR R UCT.�ON DF THE LINE IN ORDER THAT WE MAYHA, YE A 14EPRESENTATIVE PRESENT. Texas e ant of Tra portation-F Worth � Stev E immons P. zstrict En r� AFPROVAL TO STA�tTING �: I��-���� �� �rc����+�dL �z�.�����.�.��.c�n ;�,�, TJ�z�it�r I�ine a� �ontrolled A.c�e�� �ighway 8T (Re�t, 8-93; ',S vef5iQ1E�s1 3�� p�50��tL.} :'�'e.ras'��nai�t�rtaiion Gclt�;rnissian ... �}r t� .__.N,.1��' 15_ 2000 StiiCt �I1�,1t1L'8i � �}epar��.��nt Q�'T���z.�spo;•�t€an y�th ------, Te�:as ' xl iioti.ce i� i��:re�,y �;iv�n ilz�� The C� of Fort Worth �n,y prop+���s ic� ���.c� � Sanitary Sewer fM-7. Grou� 4. Contract 2l '��.'...�"��. — ._ w i� �ithi:n��h.er.i�ht-bf-v�s�y �t' Interstate 35 West in Tarrant �__..-.-�- _��W� �our:i� • a4.fs±lln���: :��iv� lcsr.atin�, �.ez��ik, �en�r�i� dc�igt�, .�};r.) . . 1 I sed saRitary secver main M-7 �vill be rehabilitated. Reconnection to eristing se�ver lines will accur just inside the iligh�S�ay's , �f-way on tlie south bound setvice road of Interstate 35 West at East Ramse}f A�enue. This �viil in��oh-e the replacement of 8- ` nd 18-inch se�ti•er lines witl�, manl�oles constructed at each reconnection. �� .nr ���i�i �e ca�sti-ucte� �t�� �r��int�ined an t�.e high�r�y ri�l�i-��-��-�y as slio�n oti t��e �i�.ac:hed d�•ac�ing �n�. i f�nr.� wi�� �he �•�Ie�s regiil�zti�ns a�zt� ��licies r.►f tl�e Texas Departntent af 'i'r�t�sparL�t�tan (T:�DOT?, an�i ��. :�in� lalvs, S.nsluc�i�l�,� �r��. r�oG li�rt�i�c� to �he "�'erler�I Clean i�i�ter Act," tk�e "Federal �nrlangered Species .A�t,'' t�n ,; etl�ra] I�astaric �'re�er.� atinn.�Gt," U�a�t iequ�st bV �xDOT, pxoaf aEcamplia��c� «sxth aII �oyerning 1a«s, z�I��, san +ti��.s �ili �e £ut?mi��ett �e'I'�D{.7`� befixte con�n�ea�ceme�n� �f canstructian. :r:� w-�x1 u�e .Eae�� �Iana�em�n� �'�e�ctices te minirni2e era�io� �.�c3 5edi��entc�tio� �•�s�ltin� f.�•Qr� the pr�p2se I�tfi.a�., anci �;e Nri11 r•e�ege�te �he prc�ject �rea as indict�t�d u�.der "�evE�etgtian Speeia3 �i ovisian,." rm ti�1ll iza.sure tliat tr�`�fie ecrr�iral �z���a�st�res cont�I��in� Ri�h appliC�a��� �ortiSf�.s a#��he %zscs ���,rt��cr� of Unf�`ar1 r. Con�rod �euiccs ���ili f�e i�st�l.led �t�d rxtaintained for t�e c3ux�.tion. of �kiis i�ta�ta,t?Qn. c��iatz and c�escri�yii�n. c��thc gx�vgosed Iin� s�d apptr.rtezaances is r�or� �'uI]�r �ho�n.br -� comnlet ' dra�4in� �ttac�i�d �� tl�i� �zoti�e. �uc�i�n af thi� i�ne weli ��gin aa �z �it�r the 1st da�� �f October ..1:� 2000 z�;�g belavr, � cert�if� th�.� I�m �.ut�ia��:ed �a z�e�resent the Fixrn lis��d b�.I��v, and thn� t���e Firna a��ees ��� th ivn�lp�'Ot'LSi4t1S i11C�LLC��C� 2t1'%�:15 p@Y'22]l�: ��r� Ciri� of Fort Worth I3;y (Px•i�.t) Rakesh Chaubeg�, P.E. Sign�ture �—�,_.�c� �--- ��.-- ��--� — Title Project Manager Ae�rlres� g11 Lamar Street. �310 Fort Worth. Te�as 761Q2 .�'}�oz�e riTa. $17-332-��7� � _ .� �.a� ��. • .. . � P � �';±.L _�.�•' � y`� . r° � . S � � i 6" cl` �' ti � _ y• e f `� ' hq r ;� = ttrce� �u h �� .` �.?' . � � ; 3 � �� �� m�'� �~ . ¢ cT�rx� n w + I. I x . 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SM aI�N �I AIARION � � y'� f!1 ='``':n�?OP ��RS � 2 ,' AaULKnl4l .� ��� � ;�•Aa� 8 g �"� �� i MULKeI n.!3 y; � Mi KE'� 1 :.l 5 �� q 6 I i +4 � Ca66 �sl ' ' - 3p8F°T RpU AT '• :: 1� PO$EAT t �1 ROBER7 ORNf GSi�Et�s7! �{r '��� �� � PaA� vi N R� [ �r� o� � CvLVIN � CFILNN e] I� COL'nA� � ' ti,� � W COL�lIN � S_ N � •~, � 4� , � � . fC.�S n� i ��° � . I 4 /l1�. y� ��.. �ORNIH�SIDE • i a r MCANINGSS[JE � w/m,.r�G5�4�: AEpBU � l C 4 �3 I �I - � � , �' � JUOo � ! Iti�: ,...�: :v� 0 JtJi1C � : '� � i � — � � , i , :�-.- = —��'-" • I y ',:�.,, `-'�-.LV:�*' � • _ � ;.d>ITc� • I Mominqsids ��.Sf C1Y�F! �� �h.';'� _ � i i ' x' S a - �� • ?y- � J t�!GLEN GARdEN ; I �ar� + - �� �`� - � � ! ,.3�r.rF�: '- r. = 7� I t4i .:4'i�F!i � � ti,.,,�i'� ar�rn� � I �O I . ' . . � . ET. ' :� �L i �' 8 � � � . ' � i�' f.�-� R'�' Ia0.Ki5 i � I� _+ 4nr6d55Etla� � s� tu � �. �f � r � E� IVEE� • ' - � � ' :3C,VIE ' �' � ' `�S elr �s�" ' 287 �. m � O . � '' ��� �l 1 3 � �3 "1 � wC%� . �'� � . �� � • , ' t t 'I' .{ ' • '�� 03 -F ' �'i �° 44C3 t � '�I � �ERRY 5.�— N' .s'1 � BERRY ST � �; � 59 `^ ' �, _ � F-- I . _ � ' 1 „--o s ip � .p� . �� ' Q . ��S.E �Y .; ��' � ' 35 I �Ew�S � i 4� �I w !3 �, ; --:�,: er =�y � � _`1 �Ga r . �' = r: "� :-� . F� OFn� q 1 ! l`nEW �' , z� T �w.` :. 'p�P' � s� �. �� �� ; �'� i ' ^ , ,4 A s 4� £ 4 ' ai � �i _ �i � • i ? l70d'FSGLEN'.�'�-� �r � C - 1 � � `f � e'�('ryfZ TI � t�_ --__ :n� . � , yns�. " i ,.w4 -�r+is. ��r� � i t � . .-... ..., ccaEsc ur�vs �. ��nu�nai .. i�Ld. .iYd.,ii��w.,, �..i�...��.. .���. ..i, .� ..�� � _hi... ,� ,. b . ..� S�:AL? IN �tLL�S -cr _ ' - -- - � COnlTIr1UE0 ON anAP 9 � � - --- "-- � ^ ` � . J- - -�-- - - - - . 32�: f �� ^. L � r � � � I� II � , � - _ I I II � � � - - I_-__ � � �I I _ �� I . � I � I� I _ � � I I �� l �� ` ' ��QU��EME�i� FO�t �� . 48 �OUR IV�`fICE �� (Please have informa�ion ready when you call) PE FZP�IT' #' ROA�'INAY CDi+�7'�CTOR �O NTAC`�' PHOi�� # Si1�RY' �AiE AD9%Ya��: ��K�14lCf � �MUST BE DON� 24 H�UR� �EF�RE THE �OB Si�lRi'S, SO iHAi A.� %NSPEGi"AR �gd L�OK A'i iH� �iGHi, A�'14�4�L �'����179dG`� ON CO�tiROLLED A��ES� � N�U�T' ��LY BE DD�E ON i"H� �hdEEKE[d� ON h�ON-C�NiR�LLED, A�C��S — CA!'� BE DONE i��dY`i'IfWE D�R��C `�'HE 1�VEEK ti�-Fl �� TE�CAS DEPAR`f[�ENi OF TR.�4��P�RT`�Tl�f�i D�STRICi' �I�. 2 SP�CIAL R�4U�R.EP�IEfVT'S, 'OR XNS`�"ALLAT�Oh�i �F UT'ILIiiES �iV wZGHV�►�1' Rltg�i�OF-LA�AY �o�nr� r�o�r oF woR�c v�rrrH �rr�yw,a Y r�,a cYOR oR sr�a �� �oR�€s If any pa�tion of related highway is under construction, no Utility Owner's Forces o� Co�trackor� shaif enker within the highway right-oF-way witha�t �irst co�sulting the Highway Contractor and malcing necessary arrangements Co coordinate instaUatio� of its facilities with Highway Construction�. AI! work relative to installation af Utility Owne�'s faciiities shatE be conducked in' such manner a� �o� to interFere ir� any �vay�w�th op�rati�ns af �he �iighway Cvnt�a��r. The above requirement4 with respec.t to coo�dination of work with Highway Contractors sha�f lfkewise apply to work being done by Sta�e Forces. � ►G�'S %ii� L�C/� ?�Olgl OF Pf�OP�.S�D Ll���S No changes shai! be m�de in approved location of utilitles wi�hin�timits of highw�y righ�- of-way without prior au�horiza�ioR of Texas Departmen� o�`�ransportation. � �1'7�f�f�li �F CI��LX�TYP���'S 4�P�l14T�f�/�IV��� � - No devia�ions shail be made from the �ocation o� und�rground (ines approved or designated by the Texas Department of Ttansportation either during pla�ning or construckion to avoid utility pofes. Where such poles are adjacer�t to a�y proposed �r�derground fine, U�iiitjr Owner shall make necessary arrangements with other U��lity �wners for mo�i�g pales and appurtenances and/or sup�ortir�g same dur�ing tre�chtng operations. Any poles, anchors, etc. relocat�d to clear the propased underground line sha�[ be moved toward the highway right-of-way line and lacation shall be subject to the Texa� Department of Transportatior� approva[. � � � TEXAS Q�PARTMEl�iT OF TRANSPORTATTOh! , � DiSTRICT ND. Z � � SPECIA� REOUTR�MENTS ,� � � PAG � 2 �, SU6MISSI�N OF PR�7ECT DRAWIIYGS TD ST.4 TE , � Print� of detaile� drawings 5howing exact plan foca�Eon and prafile oF undergro�r�d line .- shall submilted to Texas Departme�t aF Tra�sportatiort welE in advance of consfrc�cEion oF : line, for veri�catiio� tt�at location of lin� is in accordance with requirements specifed herein. STAKII�ICC O�'UT'ILTiYLIf�FS1"IV.4DVAfVCE Of' C01i�.�'TRU�'i'XOf�! Utility [ines sl�all b� staked well �n advance of construction of li�e so that Texas Department oF Transportation can i�spect staking to verifjr that alignmen� cor�Forms to requirements set ou� herein ar�� that �here is no conflict with highway facilities. U�ijity �w�er shafE give Texas Depar�ment of Transportation no� (ess than. Forty-eight (48)�ho�rs notice �head of time wh�n stalcing of line will be completed. � 191�i�`�XC:�4 iIDfV �F�4�.41��D�M�IYi { OFL�CAi�01�.4Uiff�Rl��� BY P�Rfi91iA1�(D �9S�F�I�ff��lYi ��° f�4�ITiY�RIZ�'D LQ�Ad��11� i� OTi��'R . Uil'LI7}` O bf/I4d�RS It is expected fihat where the insEallation of utifity line has been authorized, such ins�a[iation will be made wi��in a reaso�able period after approval oF perm9t, otherwise, �he Texas �Department of Transportation resenres the right to assign the locatior� originally approved far ti�e line to another utility. �f construGtion o� Utility I9ne has not been started wlthin four (4) months af�er da�e of approval, the Utilitjr Owner shall immediately notify the Yexas Department of Transportation w�e�her i� �s stiEf i�tended �o instafE the iir�e and tY�e date construction wilf commence< IF khe awner intends to abandon a1l or any part af the authorized �ocafiion, the Texas Department of Transpor�ation sha!! �e informed accordingly so that suc.h abandoned lacarion may be assigned to othe� utifities iF deemed r�ecessary by the Texas Department vf T�-ansportation. ll�1u,...+n.��lTVf1/1TC_��:�1 n.._..'-----•-'-. TEXAS D�PARTMENT �� TRANSPORTA7iON DYST'Rr CT I`IO. 2, , � - SP�CIAL R�QIlIREM�NTS PAGE 3 dE�T�011� � Y TE�G4S DFPAR iM��i' DF NSPOR �"A Tl'Ofif R�'PfZESFIYTi� T'��/E Utili�jl owners shaEi i�Form their Forces nr eor�tractors that all utility installations authorized by Utility Agreement or Permit shail be sub�ec� �o such inspection and test� as may be deemed r�ecessary by the Texas Department of Transportation to verify that work is being done in accordance with tF�� Texas Depa�tment of Transportativn requirem�nts. Ai! supervisory personnef sha!! be instructed to fur�ish. such informatio� and coaperakion as may be req��red to pertorm such inspection. rY DF P�'R1�f�i C11� ��B ��`!'E A copy �� rh� �pprove� permit sY�all be �Cept on the si�e �� the 4vc�rk at a1E tim�s wF��� work is in progress. � . .L iI'l yl� S'UP,�R V�'Sl'�1 � �41YlT .�141�P�CT3'D1 � The lJtility Owner shall pravide cvmpete�fi fult-time on�the-site su�ervisars or inspectors for a!I u�ility insta4lations eithe� authorized by permi� or covered be u�Etity agreemen� wi�h �he Texas Department of Transporta�on. ;°�RR�� L0�4 iO1Y �F U�%L�'i��5 Any pipe incorrectly located during cnnstruction to conFlic� w�th a�y highway structure shalf be removed and iaid in proper io�ation at entire expense of Utility Owner.. OiEG�'l�f� �JFI�Il�hll�AY��4G'I�ES 'It�fVCy XfiG�i��LL�,�d7��1N �FI81��° A1l cons�ruction operations �eCative to instai{ation of the pipeline �haii be conducted in s�ch rnanner as to protect highway Facilities from damage at ali times. � �POSA�. D� �X'C'ES� �'.�CCi4 V� T�'01�.41�A C'L�Af'Y UF� �xcess ma��rial from trench excava�io� shall be removed from highway r�gh�-of-way and }ob si�e cleaned up and �ei in satisfactory cond9tion. _ � 7�XAS D��ARTMENT OF TRANSPORTATi�P�1 dISTRICT Na. 2 •SPECIAL R�bt1�REMENTS . F'AGE 4 RFPAIR AIYD REPI�9CEMEl'Y'Y"�FRIPR�9P �41�(D EARTH SLOP�S Any exis�ing riprap cut by trenching op�rations shall be rep[ac�d and surface oF new riprap �ni�hed to match that of existing riprap. Concre�e riprap shall contai� not less than three (3) sacks of �ement per cubic yard of cvncrete. ReinForcing steel shall conForm to that of existing riprap. Slopes oF highway cuts and embankments damaged by any operations relating to installarion of utility s�a�l be repaired and r�stored to the exact contour existing prior to init�ation of tn� �utility project. All earth placed in the restoration of s[opes, etc., shal! be compacted to a density equal ta or gr�ater than.tt�at of the origlnal slope as directed by Texas Department oF Transporta�ion re�res�ntat�ve. f��PLA�'�1�1'EiMi �� B�5'E AND PA VEMt�f'�%� Where removal o€ base and paUement has been autt�orized, all such base and pavemen� shaRi be replaced as directed by the Tex�s Depart�nent of iransporta�ion representative. A!1 existing pavement and re[ated flexible or concrete bas�, which is to remain in service ei�Y�er permanen�ly or temporarily, or to be incorporated as a part of the highway projec�, shall be replaced. R��AI� AIYD R��T�RAT��N o��o����� � ' W�ere excav�tio� oT backfilir�g operatiot�s disturb sodding, such areas shalE be replaced by m�1cC� sodding on aif s�opes of two percent (2°/a) ar iess. All sfopes over two percent (2%) shalE be repface� by block sodding. � %��'i�L,C� �IOI� ��L.�l�l��' ��IY�� ihf �A V�t�l�f�(Yg' No open cuts fa� pipe trenches shall be made across any pavement beneath main highway traff+c lanes or turning lanes, acceleration ia�es, decelera�ion [anes and oth�r similar faci{ities unless specificafly authorixed by tt�e Texas Departm�nt of Transportation. Pipe shall be insta�led by boring a�d tunneling and afl such tur�neling and boring shall be cased and pressure grouted to seal vaids betweer� casing and adjacent earth. i f�1 Ll...� � n...� ry n nr n--- t-� h.- TEXAS DEPARTMENT 4F TRAfVSPORTATIOPI DxSTRYCT N0, 2 . SF�CIAL RL�QUxREMENTS � PAGE S � ' TaLRATI'ON �FLIa'IrESBEMEATN PAVEMENTS can'tJ Open cu�s will be permit�ed acr�ss pavements of existir�g street connectior�s, where pipe trench �s adjacent ta and p�rallel with higF�way right-af way l�ne and wnere pavement � has �ot been recen�ly constr�cted. No oper� cuts will be permitted across suc� conneckio�s where new pavement has just bee�. constructed without irvri�ten permission � of the Texas �eparkmen� oFiransportation. S.IR�� OF' LIf�'�� , tJtiii�y iines carrying iiquids or gase� ur�der p�essure may be insta�led uncased i� accordance wit� the Texas Departmen� of Transportation U�iiity Accommodation Policy, ". � Wa�er 4ines crossing �eneath culverts shall be cased and casing shall project five (5) feet beyand outside fimi�s n� c:ulver�. Voids �rour�d � casir�g, pla�ed by ��nn�fing �r borir�g, , � shalf be presst�re grouted. I! , �� ���f'����V�'.S . ��acplosives shall be used. withir� limits of h�ghway right of way without wri�ten �ermission of thE %xas Departmen� o� Trar�sportation. � Requ�st for permissior� to [�se exploslves shali include the �ollowing inforrnation. A� �oc��ion of highway where use of explasives is proposed. B) i�pe and amount o� explosR�es ta be used. If the �se of any •explasives is permitted, a1I bt�sking aperations mu�t �e conduc�ed in such manner as to campletely protect adjacen� property and the traveli�g pub(ic and �ot interFere with highway iraffiic. Na bSasting �will . be perm3tted in zhe vicinity o� ar�y s�ructures ar beneath any pavements which are ta remain in use. 'RA7'€'G�'i�N Ol� �IIC�f�NiA Y i�Al�'FX�, F�4RR�'��L��, �AR1YIl9r�`�1�'GMS, �T"C: No construction aperations reSative ta installatior� of utilities wi{l be permitted wit�in the limits of exist�ng pavemenks carrying tra�c, or shoulders adjacent thereta, unless speufically authorized by the Texas Depart�ent of Transportation. Exeavated materials shall be k�pt off pavemen�s at alf times. Barricades, warning signs, flares, Flashing devices, and Flagmer� shail ae provided by the Utility Uwner or his Cantractor when necessary, — � . _.-,o �oa7 7�XA5 DEPARTMENT �F TRANSPOR7ATION DISTRICT N0. 2 SPECIAL REOlJFREMENTS ' PAGE 6 PRD iECTI�M OF EXI'STIIYG UTILITIES , a) Prior to selecting a iocation for a pro�osed in5tall�kion or accepting a location s�ggested by th� State for s�ch instaElatio�t, the Utility •Company shall take alf � � n�cessary steps ta determine fihat the location is not already occup�ed by another �- Utility and to d��ermine that no damage will be done to existing U�ifities. b) Prior ko beginning act�af canskructian operations t�re Utifity Company shaf! notify ali other Utifity C�mpar�ies who may have facifities in rhE area sa they can dete�m�r�e iF t�e proposea construction wi�) conflic� with or otf�erwise damage their facil�ties. U�'��FP�.��'��'��PL�'.�IYD IVL�1�l�lfil�LL��fi,F��' a) Plastic pipe may be used for gas iines provided the interna! pressure does not exceed sixty (6�} pounds p�r squar�e inci�, they are encased from right of way line to rigY�t-o� way �ine on cros5ings and have at leas� thirty inches of cover: The maximum size of plasfiic pipe gas lines st�alf not exceed six inches. . b} Where nonmetallic pi� is insta[!ed longitudinally, a metal wire shail be concurrer��ly installed or ather means sha�l be pravided for detection purposes. ° c} P�a�tic pipe may be �sed far water lines provEded tf�e minimum depth €s thirty (30) ; 1 inches. Encasem�nt shall be as provided in Rule 2�.45 ot �he Utility � Accammoda�ian Policy. �4BOV� G���lIYD �4PP�IRiEl4��9f�fC"°� i0 (I1f���F7Gf7�Uf�� U�i���S Above graund irtstallation, suc� as pedestals, fire F�ydran�s, meters, etc., instalied as part of an un�ergro�nd ukility shal[ be located at or near the rigl�t-o�-way line, weli outside �he highway maintena�ce operation area. hfARKEKS The utility company s�alf place a readily i�ent�Fable and �uitable marker at each rigt�t-of- way line for highway cross9ngs except where marked by a vent. (�:,E{a11[I C�1lfITX�CIT Cn�risl A�ni��r�mo�ev rl..� �� u-�r��� corvs��ucYgo� �o�K ON SAiUR.C�A.Y�, �UN�AY� ��ID �4`i' C��Gl�i FO� iIiILIiY I�STI�LL-.�i���� ceat, in case af an emergency as me�tioned laker herein, no vuork, wh�ch reqUires spection by an agent of �he iexas Department of Transport�tion will be :rmitted ort Sa�urdays, Sundays or �f nighfi. the event �he Utiiiry Owner believes that Sat��day or Sunday work is necessary due an emergency, such as the necessity to avoid complica�ion in operation of vwrter's �iky plantr or to permitted providing that the Utility Owner agr�es to: A: Ob�ain �Texas Deparkme�t of Transportation apprava� at least 48 hours in advance so that arrangement� can .be made to have a Hig�way Inspector present. �aiiure to give adv�r�ce notice wi�f be sufFicien� r�ason to not grant a�proval �or working. � B: Require his Contrackor to h�ve sufficient personnei �and equipment on the jab to e�ciently prosectsti� the wor�C. C: Ha�e owners supenrisor ar inspecto� present on the job at�ali times whiie the aboWe types of work are �n progress: �r nighttime lane c�as�res regarding aerial crossings see "Aeriai Crossi�gs". I��l���IA`�� !!�1'EAiH�R i'o assure the sa�ety of the traveiing pubEic, as weii as the contractor and his crew while minimizing on behalF of the state its Eia��l[ty, no wark shaif be allawed du�ing ir�climate wEather. By deFinition inc�ima�e.weather is defined as W�ather that is hazar�o�s to the safety and weff being of one and/or ones surro�ndings or befonging. Incfimate weath�r suct� as rain, fog, snow and sleet ��'ects �isibility and/or traction. TF�e result af worlcing during inclimate weather coufd resul� in site shutdowns. � In cases of emergencies, lights an� traffic car�tro) dev�ces shall always be used, while followEng the guidelines of ti�e TMUTCD. NDTIFICATIDN shall be given w�th�in twenty� four (Z4} hou�s uia facsimile, telephone an�Jor U.S. Mail as det�rmin�d by districk. �A��� Appropriate measures shail be requir�d in the interests af safety, traffc convenience an� access ta adjaeent properky. Apgrapriate signs, markings �nd �arricades shali be placed by the utility prior to the beginr�ing of construction and shall be mainkained to proper(y warn motorists. All traffic �antrai devices shall c�nform to the TMUTCD. No traffic shall be b1��ked or s�c��pPd at any time with o�rt the presence of � vested fl�g person to warn �nd ca�trol traffc. Wi��re the,cast of ins�allatiart is ti�e responsibi�ity oF ti�e ��ility flrrrt, the department sha!! require reimbursement for its �ost of ineasures that the departm�nt may take in the interests vF traffic s��ety, or restoratian �r�d repairs to t�e t�ighway, whicl� are made necessary by the u�ility .instaliarion. � ���� CLEAI� Uf� Roadways adjacent to u�ility con5tructzon sites shall be kept free from debris, roadway �onstruction material, ar�d mud. At the end oF every consxruc�ion �ay, construction equipment and materEals shali be r�moved as far fram fihe roadway as feasible. If mudding of the roadway occurs a� any time, road shalt be cleared at the en� o� each day, with each occurrence w}��n traffic afiaws. � When ukility instal�ation is complete, th� rig�t-af-way shalf be reshaped ta fts original co�dition ar better and the area re5eeded or resodded ta reduce erosion. St�ould set�lemer�t or �erasion� occ�r wi�hir� six (6} months after �tility ��staiiatian, the utii�ty sha[I resha�e, reseed or resod the area. � The department shail specify pram�k repfacement af sod, removal of debris, an� any ather restaration necessary ta place the highway in car�d�tion equai to that prior to the �tti�ity installation. TxDOT will restore sites tf�a� are lef� to an u�satisfac�ory �tandard {debris, mud, etc.) , a�ter natification from the Texas Department af Trar�spartation. These sites wili be restared to an originai or better grade. T�e Permitee shaif reimburs� rhe cast incurred for r�pairs by tF�e State. These costs inciude matters of traffc safety or restoration and � repairs �o anyti�ing within the Skate right-nf-way; includir�g, but r�ot fimited to, roads, SiANDARD EXCEPT�ONS FOR � � � �I� �' �I �� � ' � �� di ��� �I 3' I �i J J ) � � � ' � � , � � � � � P F R � n �d �� �� �� � � � � � REQUIR�MENiS EX%STTNG Lxf�ES � LOCAliON — Near ROW line. Crassings LOCATION - May deviate fram perpendicular ���st�ould he perpendicular,. requirements. lJrban fa�gitudinal EEnes m�y �� V�NT — At Ie�st ane required. remain except under roadways. �� � MAR�tERS -- Re�uired� DEPTH - M�nimum total dept� of 24" if encased �� DEPTH —18" �suaE and " minimum or t/z or 30" i� nat encased may be permitted. �� a diam. of casing �nder subgrade; 30" �IVCASEMENT -May be omi�tecE an low �arm to �� tota) clear depti� at aEl points wF�ere Mar[cet Roads and !ow vofurne �ighways if �, �encased; 36" takal clear depth where not pro�ected by a reinforced concrete slab or iF 6' �� e�cased. (Longitudinal} under pavemenfi surFace and 4' under ditci�. b �NCAS�M�NT — Under roadways, � � z ditche� and skructures. � a � u� � � � �fl � � � [� � � LOCATIDN - Near RDW line. Crossings shoufd be perpendicuiat-. . MARKERS - Required � D�PTH - Minimum �8" under subgrade � or b0" under�pa�ement surface; �48" minimum under ditches. Exceptians may be allowed if �rotec.ted i�y � reinfarced concrete siab. �ENCASEMENT — [Vat required if welded �steel constru�tior� of heavier wall � �hickness and/or f�igher strength steel, e coated and wrapped, cathodically �prorected and arher measures as reguired. Limits of pra�ection are tt�e same as that for encasement LOCATIO{V - Near ROW line. Crossings shoufd be perpeRdicular. � � DEPTH - f.8" us�a1 �and 12" minimum or � ;/x diam. under s�bgrade; 24" total clear � �depth belaw surface. � �'`ENCAS�MENT - Same as for encased high-pres�ure lines ar r�r�ne if � cathadically protected and agree �o fut�re pavement cuts. , �LOCATI�N �- May deviate� from perpendicular requirements. Urban longitudinal iines may �-emain in outer separation. D�PTH - Na ex�epti�ns �e�mitted. ENCASEMENT - NQt required if welded steel construction of t�ea�ier wa11 thickness and/or higher strength steels, coated and wrapped, cat�odicaiiy protecked and otf�er measures as required. Limits of protecCion are the same as that �or encasemer�t. 5uch inereased measur�s not req�ired on,iaw voEume Farm t4 Market Roads and low volume higf�ways if protected by a reinfarced concrete slab or if fi' �nder pavement surface and 4' un�er ditch. '�OCATION - May de�iate from perpen�icutar i-eq�iremer�t. Urban lo�giti.�dina! lines may ��emair� in place except Ur�der except under any roadway to be {re)construcked, �rovided there �wilf be no fut��e paveme�t cuts other than on low vol�rrie roads. DEPTH- Minimum total deptf� of 18" may �e permitted. ENCASEMENT -- Na exception permitted. LOCATY�N - Near ROW line. Crossi�gs LOCATIO(V — May d2viate frorrE perpendicular should be perpen�icular. requirements. Urban fongitudinal lines may DEPTH - 18" usual and 12" minimum nr remain in place except under a�y roadways to �IZ dtam. under subgrade; 2�4" total ciear be (re)co�structed, provided measures are• deptF� below surface. taken to avaid future pa�ernent tuts on any � ENCASEMENT = Under roadways to high �o�ume roadway. a cenker af ditcFr and ur�der medians, DEPTH - Minimum total depth of 18" may be � Exception allowed for wide medians, for permitted. pipe at 30" or greater ciiam. under low �NCAS�M�NT — may be omitted for pipe of 24" volume roadways, and under side road or greater diam. Under Icw volume roads. entrar�ces where justified by traffc, road condition, and �ocal practice. NON-CONTROLLED ACCESS HIGHWAY (CONT) � � u3 � � a � � � � � � a a� � �� w� a� � � � � � a � � �� �� �� � � � �� � O� �� �� �� � �� � v STAN�ARD EXCEPi�ONS FOR R�qUIR�F�I�NTS. EXTST%NG LIhIES LOCATIOfV - N�ar ROW Iine. Crossings shou�d LOCATI�IV - May de��ate frorn perpendicular E�e perpendicular. requirements. Urban longitudinal �ines of DEPiH - 18" usual and I2" minimum or �/z satisfactory quality may remain at any location diam. under subgrade; ��" total clear depth pravided manhoEes can be satisfactorily adjusted beiow surface. � and measures are taken to a�a�d f�ture ENCASEMENT -Qnly iF under pressure or dcaes ��avernent cv�s. not meet standards. IF encased, requirements E�fA7ERIALS — Requirements for mate�ials may be same as wat�r [ines. waived if line is af sa�isfactary quality. MA`fERIALS — Cast iron ar equal at crQssing5 of D�PiN — Minimurr� ta�,l depth of 18�� may �e higfi� volume roadways. Others permitted for permitted. {ongitudinal iines and crossings of low vaiume raa�ways. LOCAiION - Lor�gitudin�l i' to 3' from R�W or behind ourer curb. SE�ort exceptior�s permitted. Crassing - NO poles in mEdian. Pa1es I' �0 3' � frarn ROW or be�ind outer curb, with variatia� �ermtt�ed only wherE ROW is over 344'. �:,rassir�gs st�a�! t� per�endic�la�. At structur¢. rerour� �round approaches a� suffe��nt to �ravide �.50` harizontal or 34' �erticai ��leatance. . �VER7TCAL CLEARANCE —18' for communication fines and �2' or greater as required by 1aw for pawer lines. . TYP� OF CANSTRUCTION — Longitudinal line� shall be s�ngle poie construction. �LOCATI�N - May deviate from perpe�tdicular requirernents. VERTiCA�. CLEAftANCE � No exception permitked. TYPE 0� CONS7RUCTION - No exception permitted. LOG1TiON - Near.ROW li�e. Crossing should la� perp�ndicufar. Langitudinal �ines may b� piaced by plowing or o�n krench. MARKERS - Requ9red DEPT'�t - 18" usual and 12" minimum of �Jz diarn. of casing under suEx�rade; 3Q" total cieai depth a� al! points wher� encased; 36�� kotal cE�ar depth (wne�e nat encased). ENCASEMEfVi" -- Under roadways, di�ches and structu res. LOCATIdN -'May d�viate from parpendicular requirements. Uri�an longitudinal lines may remain except under roadways. DEP - Minimum tota! depth of �4" if encased �r 30" if not encased may t�e permitted. ENCASEM�NT - May be omitted on law volume Farm tc� Market Roads �and iaw volUme, highways if protected by a reinfarced co�crete sk'ab or if 6' under pavement su�ace and 4' under ditc�. LOCATIOfV - Near R�W (ine. Crossing sF�ould be'�OCATI�N - May devi�te from perpendicular per�endicular. requirem�nt�. Where encas�menk is not DEPTK � 18" under pavement; Z4" outside installec4, ufility shauld agree to no paveme�t pavement area, including ditches. -�uts. Longitudinal lines may remain except under ENCASEMENT -None required ur►less directed center medians, thraugh-traffic roadways ar by DistriCf Engineer fo� hazardaus locatians connecting roadways (includir�g shoulders). such as near bridges, structures, ete. Where OEPTH- Where materials and other conditions encasement is not•installedr utility shau{d agree justify, exception5 may be perm�t�ed For a ta no paveme�t cuts. reduction of 6" from standard requiremenks. � - � ' � 5"('p�d��1Rp �XC�PTr��IS F�R REQUIREN9Ef�TS E?CIST�NC� LIF�ES � � � � .� � � � o LOCATION. — Near ROW line. Crossings LOCATlON — N1ay deviate from , o� should be �erpe�dicula.r. perper�di�ular requirements. Urban d� VENT — At least one required. fongitudina{ lines may remain in outer ! � � MARKERS — Required separation. �� DEPTH -- 1B" usval and ].2" minimum or DEPTH — Minimum tota� depth oF Z4" if ' ���/z d+am. af casir�g under subgratie; 30" encased or �0" if not encased may be �� tota� t[ear depth at a11 poinfs where permi�ted. (Longitudina�) i �� encased; 36" total clear depth where no� .ENCASEMENT — Under roadways, ditc[�es, ��, encased. (�ongitudinai) structures and center mediar�s. �� �� ENCASEMENT — Under roadways, ditches, Exceptians aflowed for wide medians � � structures and center medians. ' �� Exceptions a1{awed for wide r�ed�ans. , , LpCATTON_ -. fVear ROW 1ine. Crassings �OCATiaN - May de�iate from � ° shoufd be perpendicufar. perpendicutar requirements, Urba� ; �� MARKER5 - Required longitudinal lines may remain in outer ; � DEPTH - Mir�irnUm 18" under s�bgrade or .separatian. �� � 60" under pavement surface; 48" •MARKERS - Rec�uired Q�:�mi�imum underditches. Exceptians may ;DEPTH - No �acce�tior�s permitted. ^ a� be allowed if protected by reinforc�d �N�SENi�NT - Nc�� r�quire� �f w��cf�d ���� cancrete slab. stee� �cnns�ructio� of heavier waf! ��� ENCAS�MENT�.Not required if wefde� thickness and/ar higher stren�th stee{s, �� a, steet construction nf heavier wa11 � caated and trvrapped, cathodica{ly , tt g w t hic kness a� d � o r hig t� e r s t r e n g t h s t e e i s, p r o t e G t e d a n d o t F � e r m e a s u r e s a s ,- � �� �Yoated and wrapped, cathadicafly required. Limits of protection are the ' �, �; � protected an d a ther m�asures as :�ame as t ha t far encasement. . �� ��� required. umits of protection are the � ,i � L same as that for encasement. ,� � LOCATION - Near ROW line. Crossings LC3CATT�N - May dev�aCe from � g � should be perper�dicular. � perpendicular requirement, tl�an �i � DEPTN � 18" usual and 3.�" m�nimum or {ongitudtnal lines may remain except � � �/z diam. under subgr�de; 24" total clear under center medians, raaciways in the � � depth below sur.fiace. cor�tralfed aeeess area, or any other ,. � a ENCASEM�NT - Same as far encased roadway ta be (re�constructed, provided a� F�i�h- pressure tines or nanE iF cathadically there wiEl be n� futttre pavement cuts � protected and agree to r�o future other than an law volurrtie roads. � � pavement cuts. D�Pi�i- Minimum total depth ot ].8" may , be permitted. �NCASEMENT -- No exceptia� permitted. � � � � � � � L� � �� � � � �� � � LOCATiON - Near R�W line. Crossi�gs LOCATION - May cieviate from shautd be perpendicular. perpendicular requirements. Urban. DEPTH - 18" usual and ��" minimurn nr tongitudinal Lines may remain except � j/z diam. under subgrade; 24" tiotal ciear under center media�s, roadways within depth belaw surface. the contralled access area, or any other � ENCASEM�NT - �nder roadways to center roadways to b� (re)canstrucked, pravided � Q of ditch and under medians. Exeeptiart � there will be na f�ture pavement cuts � allowed for wide medians, for pipe af 30" other than on low valum� frontage roads. or greater c4iam. Under low volume DEPTH - Minimum total depth of 1.8" may Fror�tage roads, artd under side road be permitted. . i' __.,-a:C�l t,.. ��.,tG;,. .,..,.� cnirnCCM�nf"1' _ M�« F�n nmiH-a� fnr ninP rp C�NTROi.[.ED ACC�SS H�CHWAY {CQNT) � w 3 � � � � � z Q � 5TAf� DARD REQ.UZREfvIENTS LOCATCON - Near ROW line. Crossings s�ould be perpendicular. DEPTH - 18" �sua! and 12" minim�m or �/z diam. Under 5ubgrade; �4" totai clear depth below s�rface. ENCAS�MENT - On[y iF under pressure or does not meet srandards. If encased, requirerrients sarne as waker lines. MATERIALS - cast iran or equal at crossings of hig}� volume roadways. Others perrnitted for longitud+naf lines and trassings oF low volume roadways. � � LOCATION -�angitudinal 1' ta 3` �ram ROW or . behind outer curb. Shart exceptians permitted, Crossing - IVO poles in me�ian. Poles in o�ter separatian only when ROW is aver 300; and musC � be 30' from main lane and zQ' fram ramp � � -5haulder eci�e. Crossings approx. perpendicular, a a a�4t Structures, reroute araund approaches or g� a!;uffic9ent to pro�ide 1,50' horiza�tal or 30` vertical � � � ��learance. ���' JERTICAL �L�ARANCE - 18' For communicatian ��� I.ines and 22' or greater as req�ired by law for � power lines. 'iYP� OF CONSTRUCTION - Langitudir�al lines shaEi be single pale wnstructiaR. LOCATiON - Near ROW {ine. Crossing shauld be ' perpendicuiar. Longitudinal lines may be pla�ed � by plowing or c�pen trench. z MARKERS - Requireti �� DEP'T�-I - 1$" usual ar�d 1�" minim�m of'/z diam. �� of casing under s�bgrade; 30� total clear depth a� � � all points where encaseci. � � �NCASEM�M' - Under roadways, ditches, � highway structures, and center medians. � Exceptior�s allawed Fo� wide meciians. �� zo �Q � U �� c7 � �� �� I�� LOCATIOiV - Near RQW line. Crossing should be perpendicul�r. DEQTH - 18" under pavement; 24" ouiside pavement �rea, including ditches. ENCASEM�NT -Nflne required unless directed by Distr�ct Engineer for hazardous locations such as near bridges, structUres, etc. Where encasement is nat install�d, utiility should agree to no pavement cuts. � EXC�PTIONS FQR EXZSTING L' IF�ES I.00ATION - May deviate from perpendicufar requirerrtents, EJrban longitudinal lines rnay remain except under center mediar�s and raadways in the ca�trolled access area, providet� they are of satisfactary c{uality and deptf�, mar�ttoies are adjusted, •�nd futu�e ser�ice lines will npt violate ac�ess �ontrol ��r cEist�rb a�y roadway. . MATERIALS -- Re�uirements for material5 may be ��vaived if Eine is a� satisfac�ory quality. �7EPTH5 - Minirnum total deptF� of 18�� may b� � �ermitted. I_OCATION - May deviate from perpendic�lar requi�ements. V�RTi'CA�. CLE4RANC� - No exception permitted, TYPE OF CONSTRIlCRON - No exceptian�permit�ed, LOC1lTION - May deviate from perpendicular requirements. Urban long�t�dinal lines may remain. 17EPTN - Minimurr� kotal depth of �4" if encased or 30" if nok encased may be permit�ed, I;NGqSEMENT -No.exceptions permitted. � LOCATION - May deviate �rar� per�ertdicular requirerrtents. Where �encaserrient is not installe�d, utility should agree to no pa�ement cuts, Longitudinal lines may remain except.under center medians, Chrough-traFFic roadways or cannecting roadways (i�cfuding shoulcier5). DEPTH - Where materials and other cor�ditions justiFy, exceptions may be permittecf For a reduction oF 6" From standard requirements. �'�.,A��I� ��C� h��L� - . � �e �V � . `�€����� I�iA►hI�4C���E�V`� ���E�.� ,_ TT.�ICATIQN IS kEQUIRED ��RTY�EIGHT (48) HOURS PRIQR TO i�{E BEGINNYNG OF ANY ; rAVATION WITHIN THE RICHT-OF-WAY IN ORDER THAT THE STATE MAY VERIFY THE :STENCE OF ANY EL.ECTRTCAL WIRING AND/OR ��BER C}pnC CABLE. R ELEGTRICAL WIRING LOCATES CQNTACT: MR. JAMES WARD iRAF��C SIGNAL DEPARTMENT PHDNE # {817) 37Q-667I R TFZ�F�IC (MANAGEMENT �IBER L4C�TE5 CQN�',4C�": M�t. BILLY MANNT�lG �FFIC MANAGEMENi � PHONE # (817} 370-6745 ;��LIR'� i� �'IQOVID� fY4Tx'�d'��%��ll�l bi/d��, IQ�'S�lLT �'l�l if��' �f��9�'Dl°� i� R�P�9XR Ai r� ��.a�r���� �x���r��. � - � �i � �o�Y�� �n�o �u�t����r�� 1ER�lL REQUIRE�4��1Y5 � . lines crossing under surfiacecf roads �nd roads carrying traffic within iimits o� hig�way right- �ay shatl kae placed by boring or tunneling, unie5s otherwise specifical�y �uthorized by the �s Departmen� of Transporta�ion. • ngs ar tunnels shal[ be p�aced ak such depths below �ottom of pavements as to provide icient depth o� soil abo�e ho�e for suppor�ing 5uperimposed live and dead loads ar�d also �ent cotlapse o� supporting soil between hole and pavements due to any boringr �[1i'tC12l�ily, asing jacking operafiians. ng and/or tunneling sha!! extend past roadway crown lines and oUtside of any shoufders �cen� ta pavemen�s. excav�ted for boring or t�+nneling operatio�s shall be located so that any possible sloughing �ides af pit wili nok endanger shoulders or pavements� and so that �arricades can be placed ;pEcified herein. operations and eq�tipment r�la�ive Eo tunneling and boring shail be cor�fned to areas autside �oadway shouiders and away fram edges o� paverrren�s by sulkable barricades. Barricades �II he mair�tained clear of shouiders az, a11 times except th�t in na case shall the cSear di�tance ween barricades an� edge of pavement or tace of curb be less �hat eight (8) Fee�. ��RI�I� Where material beneath paverner�t is sandy or unstable and wi�i b� subject to cav;ng, hole �or casing shall be- bored and cased sim�ltaneously and bared material remov�d i�hraugh casing. Cutting �ace a� auger ar driil sha(f nor pro}ect more than six (6� in�hes ahead of casing and na water sha�l be u�ed in connection with drilling. � � Wi�ere matiertai beneath p�vement is stabie and no subje�t to caving, hole far casing may be bored firs� and casing inserted Ir� hole immediately af�er eompletion o� boring iF permitted by ti�e Texas Departmenfi of Trans�ortatian. Water shalf not be used in co�}unction witih drillin� if it in any way causes stable m�terial to cave or became unstabie. i`UNN�I.IIdC� While hoie is being tunnele�, casing shaii �e jacked into place as operations progress �xcept as h�reinafter specified. ., �_ .__ ,o ,ao� {6oring and Tur�neling �age �} (Tunnelin,g Con `i�) Where n�cessary to use sectionafized stee! liner plates, each successive ring of plates shall be placed in position and completely bolted into p�ace as soon as excava�io� is completed Far er�ough ahead of completed casing ro rece9ve rhe next ring. � Working tace of excavation shail not precede advancing end af cas9�g by more tF�an �two and a�e half (2��Z)-feet unless atherwise permitted by Texas DepartmEnk _ of Trar�sportation. No explosi�es shall be used within limits of highway right-of-way in conjunction with tunneling except as specifed und�r "�se oF E�c�losives" covered elsewhere ir� accompanying speci�cations. CROUYINt� A!l voids afo�tnd casing sha�1 be pressure grouted wlth grout consisti�g of Portland Cement and wast�ed �and and containing no� I�ss th�t six (6) sacks or Portland Cemenk per cubic yard of grout. Ad�Si�ionat eement shal� be added if workability andJor stability cannat be obtained with proportions indica�ed. An air entraining agent ma�r alsa be a�ded to the grout msxt�re to faci���ate Flow iF neeessary. Grouti�g shaf! be done immediately a�ter casing has been installed tn hole in order to avaid any si�earing of soil and settEement of o�er burden above casi�g. � Means s�all be provided for proving tha� voids are filEed around 24" diamEter and `' larger casings in the event. there is some doubt by Xhe Texas Department of �� Transportation that voids are being filed. On reinforced concrete casing this may ��, consist of �oles drilling around inside of perimeter of casing and �itted with removable plugs. On steel casing, •remo�able threaded p�ugs may be provided at ; infiervals araund insi�e perimeter of casing. � No ho��s shall be drilled in pa�ement or shoulders for grouting operatior�s. �ORE Pi�" LOCAiION, Bore pits should be lacated ar least thirty feet from the edge of the nearest through trai'fic lane and �not fess tF�an twenty feet firom the edge of pavement on rarnps. �n low tra�fic roadway5 a�d �rontage roads, bore pits shouid not be less than ten feet from the edge of pa�ement or five feet fram face of curb. � U:IHand OutslBorine and Tunneline.doc .�._:_ .__ ,o �..�� BACKFxLL O�F UTIL�TY TRECVCHES :SCI��P�'iOK is speciFcation shafl gover� backfiil of trenches, which have been opened for t�e removal, juskment, or insiallation of c�fiility fines within the (imits af higt�way right-of-way ar highway �struction projects. Type I Bac�ll shall 6e used In all cases excepf the folfowing: , Type Z Backfll, when aifow�d by the permit, agreemer�t, or by the Texas ' pepa�me�t oF Transportation r�prEsentati�e, may be used only in trenches ' parallei and adj�cent to righ�-of-way l�nes and in areas whe�� there wil! be no , earth work eonstruckion or constr�ction tr�ff� excepk �hat this method may be used for placing backftil which will fater be removed by i�iqhway construction, iype 3 or 4 Backfi�l may be re�uired �or special conditions where the possibifity of settlemen� or erosron af backfiil must be eliminate� or when, ai�er backfi�l is star��d, it becomes apparent that i'ype i Backfiil is uns.ui��bl�. 7ype 5 Backfiil may be used in speciaS loca�ions w�ere allawed by ttie permitr agreement, or by the Texas Departmer�t of Transportation repre�entative. �ype 1 Rac�ill (Com,aact�ed Backf"rIl) � Type 1. back��l shal! eansist oF cprnAacted materiai obt�ined from suitable soil � e�ccavated from the trenc�, or fram soc�rces ou�side the highway righ��o��way. . Materia! s�a1! be fre�� of ro��, lumps, ar clad$ that wili not break down under cvmpaction. � - Backfi{I material shall be piaced in 'the trench in [ayers not to eacceed 6" in depth and compacted. Water shall be added as required to facil�tate compaction, Com�ac�on shati �e done wtth rol6er� or mechanicai tamps. Use� o� ro!(ers wifl be pe�mitted only when such use is no� believed detrrrnental to any higF�way,�acility ar�d tF�e type rofler used is aec�ptable ta khe Texas Department of Transporta�ion represen�ative. When roilers are em�{oyed, mechanical kamps sha{{ be used aiang sides of trench to compact any backfill that car�nat be reached w�th rollers. Com�acting shal) be cantinued un�il a backFll density equal to tha� of the ad�ace�t, �ndistur'�ed materiai �as been obtaine�. Where trenches lie within the lirtzi�s of drainage ditches arid char�nels, which are ir� rock, ti�e Type i Backfili used ir� trench shaii be seafed with 1,' o� concrete backfi{1, struck off flush with the tap a� rack. . (Sacl{fill of Lltility Trencl�es Page 2) Typ � 2 B a ckfi l l(Wal�er Jefted Backfillj Type 2 Back�ll sfi�all co�sist o� sui�able material excavated from the trench or ot�er acc�ptable materi�al obtained from soUrces ou�side the highway rigFtk-a� way. Backfill sha![ be �Iaced in the trench in lay�rs no� to exceed �' ir� depki� by blading, �ozing, or a�her approved means and t�en je�ed with water d�[ivered under pressure through a metaf jet. A�ter i�e trenci� is �ilEed an� jetted, ad�itiona�, material sf��l1 be moc�nded thereon and rolled with cons�ruction eq�ipment. Type 3 Backfil l(Stabilized Sandy Soil or Washed Sand) Stabilized backfil[ shal! consisti of either sandy soii free aF �umps and clads or washed concre�e sand, stabilized with two sacks of PortEand Cemer�t per cub�c yard. . I� aggregates are not s�fficient�y moist to produce a mixt�re suitable for campaction, water shall be add�d as req�ired. Either trar�sit-mix ar statfonary ty�e mixers may be used. Type 4 Backfi�[ (Lean Concre�e) Concrete backFil� shall contain two sacks o� Portlar�d Cement pe� cc�bic yard of concrete as may b� sp�ci�ied by tfie agr�ement or permit or by the Texas Depar�menr of Transportatior� representative. � . Concrete aggregates sha�t 6e'washed. Concrete may be mixed on the project in an approved mixer or in an �pproved centra� mixing plant. Slump shall be be�vveen 3" and b" as direc�ed by the Texas - Departmen� o� Transportation representative. � Cor�crete st�ail be deposEted in �ifrs not to exceed 18" in dep�h. StlffiCE�n� vibratiOrl shall be done ta eliminate voids but car� shal) be exercised that conramina�ior� by adjacent so�t does n�t occur d�ring vibration. Ail concre�e shail be placed within ar�e hour af�er mixing. iype 5 Backfill (Uncompactedj Type 5 Backfill sha11 consist of materials, whicE� have been removed From the tr�nch. The material shall be pulverized and wetted if nece5sary, then repfaced in the trenc� by b�ading, �ozing, or ofiher suitable methods. Excess materiaf shall be mo�nded on ,the trench and compacted by rofling with construction equipment. Ri�ges crea�ed by such mounding shal{ be left sufficiently flat so as not �o interf�re with mowing or other maintenance operations. � f' R-l�� l l ■ ����� • To preserve ar�d p�otect trees, shrubbery, a�d other aes�he�ic features on k�e h�ghway right�of�way the department may specify the extent and me�h�ds of �ree rem�val, tree �r�mm�ng, or their replacemen�, and replacement af other aes�hetic features, inciUdi�g t�stallattbn method� of th� underground or overhead utili�y. T�e district engineer shaii �sse dve consideration in establishing t�e val�e of firees a�d other �esthetic features in �h� proxim�ty of a praposed utiiity line and any special distric� requirements justified by the �►alue of the, �rees and o�her aes�t�etic �eatu�-es. � The departmen� shall specifjr prompt replacement af sod, removal af debris, and any other restora�ion necessary �a place th� highway in canditran equal to that prior �a the utiiity instalia�ian. ����I�� ���C��iYC]�i� ��� ��t����i� ���I°F��� Special Qrecautions st�ouid be taken during utility installa�ions tv avoid disturbing existing drai�age courses. In addition, so�i erosian should be held to a minimum and sedimenk from the construction site should be kept away trom the raadway and drain infets. � D�ring construction the roadbed and ditches shall be mainta9ned in such condi�ion as to lnsure proper drainage at all fiim�s. Ditches and channe�s shal4 be maintained as to avv�d darr�a4e to the roadway seckiar�. During construction, channels shall be kept drai�ed, i�sofar as prac�icable, and the wor�t shall b� prosecuted in a neati and workmaniike manner. � To avaid soii erosion it is� suggeste� that based on circumstances silt fe�ces and/or bails o� hay be used tv detiour soil from eroding into roadways or ditches. . � ., e D B e 0 0 e � 0 .B s � _ r SIJ�����'E� P�4C�i ��ES �.�ca�e u�tila�y tia��� with �h� I���� p���aC�l� ����rfer�e¢t�� wit� a����� p��ra�8r��s �� �pe��rx��� �[�r�i�. Iwa�a��ai�t as�es�c�a��� ���aa���� ��r Q�rt� �II�i �XCI�SSII�IE c��l�►�i��. AL�. �rur�a�g s�a�l ���f�rm �� �eco�r��z�d �r�e �a�rg�r�I }ZQ'��IC�. �P�s��ve �atu�aQ �h�ra��r �f �re�. Ft�mov� �in�r�uurri r�urYt�e� o� �ar�t����� �o p��dadle c�CI�G�¢F��� �I4'.�1'�6���. Arnac�nt s�f eL��rarece �i��uldl me sBet��rrti¢�es� �y �h� a�t� 01F t�e� ��OW��a. 1Re�o�al �� �ra�cE�e� as ��Ir��rat�dl pre���ts �trap�i�rt� �f th� m�c�k• in ��c�o�ir�� br�r�eF��� tt�� ct�t �h�¢��d �ae tt�as4e a� a,¢�r�c witf� th� P����ni�� m�r��C� �� I�2��� �n �h�a�d �h� d`i�rn�tec� ot th� a�nc� o��a���►�d �o s�u� si�at� i�� lef�. A�1 ca�¢s guv� ��) i��ht�s �r o��r �iha4� b� ��ior�ti�c0 tno6�lh ��t ��p�ov�d ga'�e �Ir�ssfing �a- ��im� ir��s, wh�d�� �c�st P�r��fir� um�a�h�Cy Ibe�au�� of, �epea��d �ra��c¢�� fsar c�ear�n�� sha¢n�d �be �er�n�e�d. A�I woo� ����Cl �� reru�oues� f��r� t�� ra�ht-�a�-w�y� a�d� c�is�osed m� in a��cac�¢ian�e we�h th� law� au�i¢� re�an���a�n� vf ��� c�mmro�cnifiyr, ��a���►, ��� ���. �� ��� . �'- �� �a �.,J; ;;� .� S�EA • , �= ST �.�_ - � PRU{�ING SUGGESTIONS E .--� . {� . 'r' , � � '�• a_ ` rt�'2 :•; � � � � x ''•:"X., �`�� '0a 1 �� � .,�1_ � t. y.�: _� 67"� �4�� `� ��� :� • . ��, �' �. � x ., t, , `�� ,�:..._., ,�-:.,., ;.:_ :; � . �T�� � ;�:':,.. .��.�' J � ,�-�-,�, .1 �': i'� T' y l51.,,,� y' -�= '�• ; • ;'-• r �� � e .1 �,_�h. �'��(:�j.'� '�!,�� . ,t rr� i xr .� ' ,� j' ` t ' ``� �,';� ��'a l . � �:1:`"' � ��r� - -,� . - OfStAt¢L[ TA([ MOdi1C6TtON5 +� .r • �r� ,V -='tK;... . . PRCSLRIM1RG STMYEiAf �•`'a �a'�^ , .�'r. `� � ^ , vaocsin�a�c 7REC ,.n�iF�cp��ons SrcR vu4�na �eleilan�diot'�s I�r,etl..ai�b 4rr���r���: a,qn To�nlenoec� co�li an4 rlqAl•U..r� a�slpnnre��� . ,.� '��j, r. , ' ti ,-� sa : = IEZ .. 1 I � � ,f, f�:. .", eNo���nAntr �: rr. ' - �'' �, .�.� i r.,:�, .. „ , : .. . ��� . ;; �;��- unots�nAn�[ 9CSlR+SL[ .:�n...,o.. �.�o �S�(� IIST •151 [VI � Y ��� ?,�Ij Ja7�•c�� {v� L] r4� fn�e��n �'�,. I�'�A e •li fram I� 11101M1 klfl4 :�' 71f^�c.c �I�G � F�r�nr[:� +.�n an ere� .�i� no'•a: � �1ItYl1 SYI N 1'.G Y�•" '�. ,.. w�- rNartF 4��,9 at+nr.:�R� �7•c� «, ,�.: oes�x�u�e Li]�RAOLL �.,��..�. ��� - (1LS�RALLC OCSIBAHLE e tacl;.ing agent si�all be agpraximatety �.15 gall�n per square yard. (4) CELLU�.OSE �IBER MIJLCH SEEDIIVG. The seed ar seed mixture, in lhe quantity _ ►ecifced, shai[ be uniformiy distributed�over the area show� on the plans or wF�ere directed by .e Engineer. If the sowing of see.a is by hand, rather than by mechartical meth�s, the seed �a.il be sown in two directions at right angies ta ea.ch other. If inechartical e:quipment is used .I variecies af seed, as well as fertilizer� may be di�tributed sirnultaneausly, �ravided t�at each 3mponent is uniformiy applied ac �he specifi�d rate. Wi�en se�ed and fertilizer are ta be ist�ibuie+d as a water slurry, the mixture shall he appiied to that area to be seeded within 30 sinutes after the components are ptaced in the equigment, ImmedEateiy upon Eompletion of p(an�ng of the seed, ceilulose fiber mulch shall spread nifarrnly o�er the se�ded area. at the foi[awing rates: Sandy soiis with 3:1 slope or tess - rr�i�. 2Da0 ibs./acre Sandy soils with greater than 3:1 slope -� min. 23041bs.lacr� Clay sails with 3:1 slope ar. �ess - min. 2500 ibs.lacre Clay soi(s with greater than 3:1 slape - min. 3400lbs.lacre Cellulose fiber mulch rates are based an dry weigt�t of mulch per acre. When used, a -�tiict�.ing machine, apgroved by the �ngi�c�c, st�ail be ecuipped to ej�ct the thorou�hly wet muleh material at a uniform cate ta pravide the mulch ca�er�.,�e specified. (S) DRILL SEED�NG, T�e se�d ot se�d mixture, in ttte spe�ifted, sha�l be uniEormly distributed over the areas st�awn on the pians or where directed by the Engineer. All varieties of seed, as weil as fertilizer, may b� distribut�d simultaneo�siy provi�ded that each companent is uni.formly appiied at the sg�cified rate. Seed shall be drilfed at a depch of from 1/4 �nch t4 3!8 inoh utilizing a pasture or rangeland type drill. Ali dziliing-shalt be aiong the cantour of the �' slop�. After planting, the area shail be rolled w�rh a raller integrai ta the seed drili, or a light . comzgated drum roller ar with anather typ� Qfi rflller approved by the E�gineer. All roiling of � staped areas shal( be on the contour af the slop�s, � � � . {b) STRAW aR �AY 1ViULCHING. Mulc� shall be spread uniforrnly over the area indicated on ptans ar designed by tl�e Engine�r�at the rate of approximateiy 1.5 to 2.0 tans of hay mutch ar 2,Q to 2.5 tons of straw mulci� p�r acre, 1�Vhen used, a mi�tching machin� approved by the Es�gineer shalf be equipped ta inject a tacking agent into the straw or hay mutch uniformly as ik leav�s th� equigrnent at a rate 0.45 t� 0.10 galian of tacking agent are placed by hand, then th� rate of agplicatian for the tacking agent shail be appraximately 0. i5 �gallan per square yazd. � (7) SflIL RETE�'I'iON BLAt�[KET. If specified on the plans, a soi[ recentian blanket sha.tl be apptied irt accordance with Item 169, "Soil R�tention Blanket`. (8� WATERXNG. Watering of the seeded area shail be cor�ducted when, in the judgement of the Engineer, suf�icient seeding survival is threatened by insuff'tcient Ratt�ral precipitation and shall be in accordance with item l68, RVegetative Wate�ing", (9} FERT►LiZER. �ertitizer, when required, shall be app[i�d in accordance with Item [66, "Fertilizer". {I} STANDARD SEEDIIJG. When specified on the p[ans or directed by the Engineer, temporary erosion cantrol measures shall be performed. These rrteasures shal! cortsist of the sowing of seed mixtures appropriate for the season ar�d the wnrk ar�d materials as reauired in Artic(e t64.3. These measures shail be performed aver the areas sl�own on the plarts or where directed by the Engineer. Temporary erasian controt measures sha.ii be perFormed ir� addition ta other "Seeding for Erosion Contral" as herein specif�ed. The pure live seed, af the cool seasan p�ants, plar�ted per acre shall be af the type specified, in the Texas Departriment of Transpartation Standard SpecEfications Fr�r Canstructaon of �:tighways, Streets and Bridges in Tables 4A and 4B, with the mixture, rate and p[anang dates, except as shown ori the plans. 1b4.5. SEEDING FOR WARM SEASON TEMPORARY EROSION C4NTRQL ( t) STANDARD SEEDING. When specified on the glans or direc[ed by the Engineer, temparary erosion control measures sha1� be p�rformed. The meas+�re shall consist of the so�;+ing of seed appropriate for the sea�on and the work and materials as req,uired in Article 164.3. These measures shall be pecfarmed over the axeas shown an the p[ans or where directed by the Engineer. Temparary erosion controf ineasures shall be perfarmed in additian to other "Seeding for Erosion Control" a5 herein speci�ted. THe pure live see pia�ted per acre shail be of tiie type specified in the Texas Department o� Transpartation Standard SpecificatiQn for Constructior� of Highway, Streets and Bridges Table 5, except as shawn on plans. 164.6 MEASUREMEN?'. "�traw or Hay M�lch" wiEl be measure.� by th� sC�ll3FP yarci or fi�y the.acre, complete and in place, Ail "Seedingp, af the ty�e specified, will be measure,ci by t�►e square yard or by the acre, completc and ir� place. �� � � TEi�l�P'ORARY COOL-SEASDN LEGUME SEEDING RATE: In Paunds, Ptue Live Sced (PLS) � � Dis't :.�'. V'Llates, i , , � ,. �. . ,• _ - . (Al1 Sectiartsj . — - 2 Aug 15 Crimsoa Ciover 7.p � ��� Nov 30 Tafa[: 7.0 TEhfPQRARX WARM-SEAS�N SEEDING RATE: In Pownds, Pure Liva Se�d {PLS) :Dist'�`� :�';=Date�.., ' � -. ; . , .. . . :�i4ll"S�ctions) l � _ _ 2 May 1 Fox�ai! Milict • 30.0 � �, ' s�� Aug 31 Total: 3Q.0 ;ote: N"ames un pareat6iests t j rapr�nt 'Lmproveu= vaneti�s ot tt�e spec�es shown. I , . Fo�� b�'or��s I)��t�i�t (�) �l ���i� � � 30�Y�arr �te�ord � � 14�e�n �recig (�n�%�i I�4�z� "�e�ap iDegrae,� Fj i�� 6..._..:.......�........... _......._.._.. _.... . .���r�a�y�;asr•��sue�cs-..,......._ 1 � 0 P�1tar�N'Y N'�HL! '[amg�rery 5i'ar� — — � � .e , � - ' - - _ _. _ �.. ........_.».........._. .......r.........,�._...... _ -- _........_..._........_....».�..............�_, � Q 4 � ................_........__.._ � .._...._....._. _._...._.._......�_._........ ._......_..........._ 64 _w .............._............._...�_. � ._.._...... � ..�.........,...W._..._ 4t; � � wf / � / �% .. � / ./� / � ���� � ��� �o 1 lf /f/ � � � , � �' � � � 0 -0 �a�a F�b Iri�.r 11�r May �A� JuTi A�g S�� Oct idor I)�c } � Pre�ipitatlatx "�'� T�mp � Sosrce: Cllmabe at 'Ihsas Co�a�tlaa A Praclical Cuidc ro [he Eslahlishrrzcnl aJ Veguadvr Cover Page 39 � RURAL AREA WARNi-SEAS�N SEEDING RATE: Ta, Pounds, Pure Life S�ed (PLS) � Mixlure ['or C1ay or Tight'S�ils h�fixture Ear � Sandr.�iLs ' �� .Di�t; �::DateS , � (�st.eiv Sectious? .� Cw�stern Sectians} � (A!1 Stctians) . .. . 2 Fcb 1 Greea Spraagletop U.6 Grccu Spreug�etop O.b Green Spt�agtetop 0.7 to Sideosts Grama I.$ Sideoats Grama 1.8 Sideonts Grama 2:z Mgy 1 (EI Reuo) (HaskeSl ar EI Reno) {H�skeil) Bermudagr�ss 0.8 Little Bluest�m I.1 $erwudagcess O,g Iattle Hiuesteca 1.1 Indiangrass 1.5 Littie $luestem 1.4 K-R $iuestetn d.7 (Lacnete or Ck�eyeaa�} Sand Drops�ed 0.2 Switchgr�ss 1.2 K-R Blu�ster,o 4.7 --- = = = Switc$g�ass 1.2 {Al�mo or = _ = Blsckweli) ' Taial: 6.2 Tots]: 6.9 ToEal: 5.4 Ll�AN AREA WARNi-SEA501�I SEEDIN'G RATE: Yn Pounds, Pure Live �ed {�LS) 11�ii�cture•for Gay or Tight SoiLs Mixctur� fa�r 5aixtiy �oils I D�sf" � 4 , _'�Iia.fes;y'. :>.,... . : �(�� �Sectioris) . •� (Westcrn �$etlons). . (Al15er.t�o�} ... . , . .��:, 2 Feb 1 Greea Spr�agletop 0.9 Greeu Spra�gietop � i.l Greea S�t�saigtetap 1.1 W K-R Biu�st�m 1.0 IC-R 8luest�m 1.3 K R Bluestem t.3 May 1 $ermuclagrass 1.2 Buifa�ogs�ass IO.� Be,rmudagc$ss 1.5 � B�ffalagrass . 8.� � 7G e s � ti c ��� Total:• 1I.1 'iotal: 13.1 iotal: 3.9 TEL!'IY'ORARY COOL-SEASQN SEEDING RATE: In 1'a�snd5, Rue L'eve Seed (PLS) ` LTist.. Dat�;;., ;� •�:}�.�, . , ; I .��;. . . � �� .. , . . . 2 Aug 15 Te�.11 Fescue ' ta W�stern Wheatgrass Nov 30 �fheat (Rad, Winter) Tntal: {�ai11 S�ctions)::.: . , . .. . . .. .. A Pmcrical Gui.dG 10 nc� Eslabfishment of Vrgtlative Cover 4.0 S.0 30.0 _��� 34.0 Page 38 �]��IA�T]E�� �AS�NI[]��I'�S �� � z �� � B��NG a O,D46 acre fract of land situated in lhe A. 5tinson 5urvey, Abstracl No. 1413, �arrant � Co�nty, Texas, and being B�ack 5, Lot 8, Wsst MornEngside Add�lion, an addifian to fhe Gity of -� Fort Worth, Tarrant Counly, Texas, accord9ng to tha plaf recorded in Voi. 3642, Page 4Q8. � ��'� P.R.'f.C.T., said 0.046 acre tract af land being more partleularly described by� meeis and boUnd € � as follows: `� BEGINNING ak the northeast comer of the aforemenlioned Lot 8, said ppint heing ihe P01NT C7F BEGfNNING aE herein-descrihed i�act; 'f�iE{VCE S DO° 37' 19" E along fhe west lot line of the aforementioned Lot 8, a distance of 134.00 feet ta the southeast comer oF said Lot 8; THE3�CE S 89' 22` 41" W along the soufih lot line of the aforementianed E.ot 6, a distance af 95A0 feet ta a pvint; • � I �� . �C , �i � THENCE N b0° 37' 'f9" W a distance of 134.00 feet ta a point on ths north lol 11ne of the. aforemenEianed Lot 8; 'CHEHCE N 88° 22' 4'f" E along the norfh 1ot li�e of the aforementianed Lok 8, a distance of 15.00 feet to the POlt�i O� 8EGlNN1t�G and containing 2010 square feet orfl,048 acres af land. T'emporary Construction��aserrtent Being a 7.5' wide strip af land tying paraNel a�d adjacent to the west slde aF the preuiousty described sanitary sewer essement, startCng ak the south fot fine oF the aforementioned Lot B and cantinuing ta the noRh !at Ilne of said Lot 8. 5aid temparary construction easement contains 1045 square feet ar 0.4�#B acres ot land. � 9162100_PrupDese Ak7 BSp.wptl � DUNAWAY ASSOCIA7'ES, TNC. ' 6NG[tSEER3 • LANL)SCAPE ARCEI�TECTS • PLANNElt3 • SURYEyDRS 13Q1 �[emmaeClrcle,Sui[e IQG PaA Wanh.7exas 78107�657T Plwnc(Bi�173•{l21 Fax(St7j7Jl.7437 Matro(8l7)429-2133 �� � '� i �I, '. i � � � - � PROPOSED r 5' _ ;�; i s�w�raRr �sEw�R �sF�r�nrr i � f BLK 5 LOT 4 f: WEST MORNWGS�OE AOOIT[6n1 � VOI. 3988 PACf 688 � e�ftNS, ,nMMIE L I�RS 2428 5 GRQ� ST � Ft]RT 4YORTH TX 76104-6 72 1 a; SIT�:608 � RAMSEY AVE I � � � ; �� �1�tj`�. � . , �}`i� ��:��. J 8 LK I 5 LO T B � ��\� ��`��' VrE5i MCRrE�NCSIaE AOD+r�O� J � 1L. 3_`� 42 PACE 408 � .QOP_F'R, L01S E57 v r ' iz5a i MpRFHY ST ,��1 �ti�i�j FORi wflaTRt TX 761�4-5357 5l il : 604 `f RAMS�'t fiVE ��� i . f ,�,�,�. f li � s i � PROPOSED 7, �' TEhlPQh'�RY - � l � GONSTRUG]'!OR EASEME►VT �1D0 3T'19"W l34.0�` 8�� s �ar � ' WE57 MAOFidIt�C51�£ ApdIT10N ` i WSDNTCOMERY, WILUE � � AFtEA � 2712 GOUMTRYSID� LN ja45 SQ.FT. FORT WORTN iX 76i33-571h � 0.023 ACRES � 51TE:6Q0 E RA6s5EY AvE 1 ` ��A � �2U10 SQ.FT � ' � 0.046 ACRES j I i � ! � i, � i i % ; I� % . . i I � I � j I � I % � � % � :i.��ii��ifiri�,�%1 ' ' S00 3�'19 "E , I l T34. 00' � � � . i + � � � I � ParN� o� ' � ' � __ 1 . i eEc�NNiivc . _ , ____ _a __ __.�. N83'22'41 "E' � � 15.OD' .J �, �AI�S��' AV���E (60' PU8L1G R1GHT OF WAY) SCALE: 1"=20' � � 15--foat Sanitary Sewer Easement __.—_.._..._.__�-=�.��-�—'��`�*-� �-.��-x.�._��?�-5�-��:1�_�4T� �.�.�Pm P��,.._... _ , . - - • - - ---.-- _.. _ ..- - -- � EXHIBZT ��8�� �"�_� � .. , � DUNAWAY ASSOCIATES, Inc, 6NG[N66RS - PLItlN6AS - SUAVEYGfIS 15�1 1[ERH[1fAC CI[KI.E, 9UISE !W CORT 7YDRYH. SE%A9 7E10? Pkl.(6l7)1S'SFAX(617) '�ST74y71Tji2G-E1�S .� ,,� Araject \ame: Sa;si;at~� Sc�ucr S�s1em 2ctsaniiiwtian and [m�rovemcnts Parcel No. _� J_ Dra'sns��c Area �'[-7 Group �, Contraa 2, P�rt 7, Uni� ! GVattrDc�artmeniProj:ecItia. P&dU.Q7Q.ln0�1015U bOc �o, i732 THE STA,TE OF'Z'�7CA5 COLli\`TY G't+' 7A«i���i�' � P�It�l'Z:�ti'Et�'T SANIXARY SE�V��t EASEhi�Y'� G{ ofl�� ��F� THF1i' I/'ti1'E, ������imi�-r', hereinafter reFerred ta as "Grantor", for and in considera�iosi aFflne Dolfar (S1.D4} and other valuable consideratian paid b} the City oPFart tiVorEh, a ntunicipal cocparatian ofTarrant Cflunty, T�exas, receipt af �vhicl� is her�by ackr+awlecige�, do grant, bargain, and convey unro said City, its successors and assigns, tltie use and passa;e in, over, across, Uelo�v �r�d along the falfowing parce! or tracE of land situated in Ta�rant Cvunt}•, Texa�s, in accordance tivith the plat hereta atRachedt SAivITARY 5E1�YER EASENIENT (see attached Exhihits A and B) It is furthec agreec'; �:;r� tt�derstood th�t the City af.Fort Worth �vil{ be pern�itted the use o�'the above described strip ot Imn+i for the purposc oithe co�tistruclion and ntainte�tance of a sanitary sewer main. E1n ingress and egress easement shail be granted in order t#�at access may ba gained to the above desc�i6�d Permanent Sanitary Sewer Easentent. TO HAVE AI1D TO HOLD ttse abovc described premises, togethe� with ali and singu�ar, tha , rights appuR�narrces thereto in an}nvise belonging unto tt�e said City of Fort 1Vorth, its � successors and assi�zs, fvrever. And I/we hereby bind mysel�Jaurselves, utiylour he�ss, � successors and assi�as, to `�artant a�d forever daFend, ai! and sinoular, thc said premises unto the � said City of Fort 1��'orth, its successors and assigns, against every person tivhomsoever la�vfully claiming ar to clain3 lhe sarr�e or any pnrt thereof. !t is intendecl by t'r,�:: e�;:asents ko canvey a right-of-way to the said City of l�art Worth to maiititain, conscruct and repair the abave descrihed improvements, with the usual rights of uigress and caress in the n�cess�ry use of such right-of-way, in and along said premises. ------�---• �-_��,`'•-1'�'��'.�ESS.�4��iER�.Q_F�.G�rai�.tars�lu�ve�aused t1Zis instrument ta be.executecl on the �{� . . - --.u,. � . —�=.:_ _ , __ ._:-r—__.� . ._ — �t�y ot ,�'e� _./._ � 13 .�: � -__ . . . - -- - —. - _-_-- -- ---, ' .�.�, r�� , �,�-- 97621� parnSSEssenKnt At•7_BSp.wpd � _� .� � r ' . R EXH13f7 "A" Property DescriPtian for 15' Sanitary Sewer Easement B�ING a Q.020 acre tract oi land situaEed in the A. 5tinson �urvey, Abstract No. 1413, Tarrant County, Texas, and being TR 5 anc� 5A in the City of Fort Wortt�, 7arrant County, 7exas, according to tY�e plat recarded in Vol, 6632, Page 521, P.R.T,C.T., said 0,02Q acre tract of iand being mnre part'sCularly describsd by meefs and bo�nd as Enl[nws: COMMENCIiVG at the scuthwest corner of the aFarementioned TR 5 and 5A; 7HENCE N n0°� 00' 00" W along ihe west loi line of the aforementioned TR 5 and 5A, a distance af 123,00 feei to a point, said point being the PGINT OF BEGENNING af herein-described tract; THENCE I� Ob' Ofl' 00" W along the west lot line o� the a�orementioned TR 5 and 5A, a distance of 15,54 feet; TH�NCE N 75° 33' 47" E a distance c� 60.00 feet to a point on the east lat, line of the aFvrerrenti�ned TR 5 and 5A; THENGE S 07° 01' 00" W alang the east iat lin� oi the aforemantianed TR 5 and 5A, a distance of 16.12 feet; 7HENCE S 75° 33' 47" W a distar�ce of 58.53 feei to the POINT OF BEGI�fN1NG and containing 894 square fest or �.d�a acres af �and, �� �� . �, Temporary C�=.�skruction Easaments Being 7.5' wide strips aF land lying para�Iel and adjacent to the north anr! sou#h sides of the previously dAscri�ed sanitary sewer easement, starEing at the east lat line oF the aForementioned �fR 5 and 5A and cantinuing to the wes� lat line af said 7R 5 and 5A. Said temparary canstn.ction eas2ment on th,E north side contains 458 square feet or D,�10 acres of land; And said temporary canstruction easeme�-�: on lhe south side coniains 436 square feet or 0.010 acres ot land. � �---��— —. - - --------.�....------•------M=---: _ ..._.� : —_�-. ---�;=... . � � . DUNA�'IAl' A550CIATE5, INC. � [Ntl[NEERS • LM1M75CAk's 0.CCtli'RsCTS • PLMM2R3 • 9UfE+�CYORS 136� �lertirucCircle, Suite 140 � fon WanI�TeK■+ 761aT�6312 Chone (E l7) ]33•1121 Gax {8I7} ]73•7s37 Alnro (8I7) 41�-2135 0 m 9702190,Pcap4+ese M•7„85O.wpd � -- -�---..__.._..+.�_.---. ____._........ . PRDPOSFI7 7.5' TFMPOf�AI�Y GOrVSTRUC !ON E4S�ME'Ni AREA 1-t 45B SQ.FT. l-t O.OiO ACRES � �� — sa�•a��ao�w ' r : . �s. r� ._ . .� y �, , I � � ,�I �'� _ - _ ' -- � �� f ` � - _`. _ ��f_�__` ___ _ � 1' � "'� Sy5 33'�47"W ��� . — —� _ 1�� V i .. � I ' �� �.��� '���S PROP�SE"D 15' � ;SA�Y ?'ARY SEYYER EASEM�NT � � � . �)° � 1� �l , i �. �j�� •� � � � ' � � �� � , � � � �• ��,�� � � � N75'.3.i'47"E' o , ���.�,s � l- 6Q.so� �.__ y> ���� � , _�-- i r � 1 � � � � nroo •o0'oo"4�i ' � � � j � `� � �s.�o' ' i i � i� �� � i� 1 � �'� � 1 ,� �I f� � a Po�ivr oF BEGIIVNING � � � � I � '` f5&.5&' : 1�"~ AREA r ' � r 894 SQ.FT. � � , � 0.020 ACRES � ' • i � � � , I . , � 1 ARcA f : a�s S4.�T. 1 � � 0.010 ACRES � , i r ` PRpP�S�'D 7.5` TEMPC�RARY I � CC)hIST14UCTlDIY E4S�'MENT : ' i � I . , �+ � � . , � A1413 TR5 & 5A � � vP 92B S CMAI tA5T 21 � i F08T V1qP,TH Tx 7G110-1602 � � � '� i i i I �I I I l o�� � � o�� � � � � � $� � . �� � � � � ,� � P�%l� T �F � r coM,�FNc�nrc SCALE; 1"=20' \ I r i y• -- ---� � �5-��'oot, Sani�tary Se�wer Easemen�. -�_ =�: � =� � �=� �--_ _� .� � �._.��-m-T ���-,..t-- ;-� z���=�-��;� —.�--.-�-� �� --------�-- .. ..---�- 1. �. ., a ,j ���-a� �xi-it�i�r „�„ i �� . � 17UNA�Y�1Y �1SSOCIl�T�S, Inc. &�GINLTI�Y - Pldr,�EtlS - SUL1v6Y0l�S 150� lIF.NR{NhC CII�CLC, SU1TE 100 !'pltT MOftT1L 7F:Y,A5 7G[07 v�t.(anf�rs-i�z� rrErrto�o��l�sa..ziaa Fnxra i r�aas-rur _...•-i.egal Descriptian: Sce attached Extubits A and B_ _ Parcel No. 66 Pra}ect Name: Sanitary 5cwer SysEern Rehabilitation and Improvements � Drainage Axea M-7 ' Gr4up 4, Cantract 2, Pari 7, Unil 1 Water Department Project No. PS�6-070�t6��11015Q DOE No. 1732 THE ST`ATE OF TEXAS COUNTY OF TARRA.I`iT TEMPORARY CONSTRUCT��N EASEIY�ENT T$AT Z/"�VE, L�DIS COOPER EST, �ereinafter referred to as "Grantor" for and in cansideration af One Dolfar ($1�.00) and ather yaluable cQnsideratipn paid by t�e Czty ofFort `Vorth, a mui�acipal corporation of Tarrant County, Texas receipt o£�v'nich is hereby ackaowledged, da grant, bargain and convey unto said City, its successars and assigns, the use and �assage in, aver, across, below and along the folEowing parcel ar tract a� �and situated in Tarrant County, Texas, in accordan�e with the plat hereto attached, to-wit; TENIPQR.A�iY CONSTRUCTION �ASEMENT (see attached Exhi�iits A and B) It is further a�'reed and understood that the City of Fort Worth will be permitted the use o£ the above described strip of land ior the purpose af the construction af said sa�itary sewer main. Upon co�pletion af said sarutary sewer main and its acceptance by #l�e City ofFort Worth, Te�as, all rights granted within the above described TEmporary Canstruction Easernent sha!! cease., TO HA.VE AND T4 HdLD the above descsibed premises, together with, atl and sin�ular, the rights and appurtenances thereto in anywise belonaing unta the said City o£ Fort �Varth, its �suecessors and assi;ns, until the completion of consfiruction. And Uwe do hereby bind myseJ.flourselves; mylour heirs, successors, arid assigns, to warrant and forever de�end, ail and singular, the said premises unto the said City ofFor� Worth, its successors and assi�ns, a�ainst � every persan whomsoe�er lawfully claiming or to claim the same or any part thereo#: It is intended by thesa presents ta convey a ri�ht-of way to the said City of Fort Wortfi to construci the described impro�ements, with the usual ri;hts af ingress and earess in the necessary• use �f such ri�ht-of-way, in and alon� said pcemises. �i F XTNESS �V EREOF, Grantors have causer� this i strument to be executed an this the �day of �' �,���'�`" , 19�' . _.. _...-- -_� �.�._ .... —.._.-__ ._ . .. . .__.. : ... . . _ _ _� .. ____ .-----�--- -._.r _....r_ _. .. . _ _..�--� ... --- -..._. .._---__.. _ _. . _ .._. — _ ry _ --_ � -- � � - -- � -'- � � � . � '- - � ��r � ,� - - � f � - -. . . , - - � � O�vner(s) Ot�vner{s) 9 i0? l00_T�mpConsiEascm�n[_t�f-7_t35Q.�tpd . � -� 1 I� � I , I : I �� � � � �' t � 8!_K 5 1.pf iG _ 1�LK 5 LOr 1/ lii.�< S l.l�f t8 , WLSf fd�f�NING51f)I: AY](; fl;3i�f NCST t�10}ZfIiNG,rilUi: A�;IifTIQ�v Si'['S1 1,'i'IihF1AI(;:Ff'>i Aift)�':;hV ��IANI,I.`f, 1�lAidCl A� C�)1RU[}N, /11{UI MSO I� p IUX I ANiJII Pdlf(:Itl L!, i M � 60� �nnitibra �vk � Gt75 ��nHioN nvl: i�t� ut�:< t5szl I I FflRI" MIORiii TX %olOh—(�451 k F4RT V10RTH TX T6iD4-6q31 FOTi� IYUP.f1i ix 7{11g—Oy21 58972�41 "W si rE: ao� Mnr��or� ,�vE � f 5. 00' � ._.. _ _. X_" � � -._��� _ �c _�._}r_.—_^3F----_;C----�'' � � — -- — I � , .._ ;�. ., - — rF. ^ -- �- - -,!'- — — — ;�'• — , __._ . T � ,� PROP05Ea 15' _,�: � I { 1�1� � f� � SANITARY SEW'E'R EAS�MEN7' i �t , � �1'1 �� 1��� � ' � SLK � 5 LR i 8 � 1\ ����' '!![SI bAORI•�IPlGSiOL' AUDI11C1PJ �r� 3 , I BlK ti LO f 9 �- v ;�. 3`�42 I'ACE �4UEs �� 1'lEST MDRiI�i+I,�ID€ ADUITi[;f•f :UUPER, 4OI5 E5T �„} {� � VOL. 3988 PAGE 688 I 7�SD E� b10RPFtY ST ����' `1) 611RS�15, JIF�kLiir L hIRS FQft'f �NORTI�I Tlf 7610d-5357 ��• Ef�S� 2J26 5 CROVE � f ; St Ci : 604 lC ftr�MSEv AyC �� .� FOPT lhfpiiTH T;< 7o104—G727 51TE:6Q8 E ftAiNSEY A�I� ` � 1�+�1�� I � f � - � --� -.. — � i � � I_ PROP��5' D 7.,�' TEMPOf�i4RY I 1 �QNSTR�C170� I FASEMENT � �vaa :��'rs"w r3�.00' c��� 5 LdT � ;� , j vu��,i Mt)RsawGSiUf ADf�liiflri r�a;,ri rcoMErer, s�ni.[.+E '' � AREA 7717 CQl Ihl f12Y:;111C l TI � f 1005 S4.F7. i.+��+r wbRTri ix �rt.S3-����n � i � j � d.023 ACRES � SiTE: GOG � RAMSE'f AVE j ' � i 1 i � AREA i %/////!/////J � � 2�14 �4.FT. 1 SOiJ 37�19�E OA46 ACRES± I 4 r3�.00� � � � , , .� � , Po�ivr oF . � ' � BEGINNING i i�_ --� — �--� --- _— i nrgs z�'�r He � � - I rs. ao' � �_ _ _ . �_ . -1 � r---'---, � �. ������ ������ (60' PUBL/C R1GHi (JF �AYJ SGALE: i"�2o' � , �.�--foo�, Sanitary Se�er Easement . 7.5—foot Temporar� Construction �ase�ent _._ ,..._.�. -^-- -�- .. - -- . . . - -- --. .— -- . .. • �'Y•El' C%f'4'�1.:_.:: 4{"'---�-` . -� - —•--. .-- . ..--- • — -- .. . _,,....: �.— .. .- . �� DUNAWAY ASSOCTATES, Inc. &NCINE6R9 - PIJIHN6RS - SIlRVEYORS 1361 idERR[NAC CIRCI.&, Sl11TG iG0 FOAT MORTH, T6XA5 76F07 pll.{g17�735-l12t M6TR0{el4)429-21�5 FA%(017}7�5-i497 i� Q� ��� '�--� Legal i7escrip<<an: See attached Exl�i6its A artd i3 � ' Parcc! �J�.'G.Z_ Project Name: 5anitary 5ewer Sysiem [tehabilitation and Improvemonts l�rain�gc Area ht•7 Group 4, Contract 2, Par17, Unit � � Water Department Pcaject No, PSab-47046041015Q I7QC Na. 1732 THE S'Z'ATE Ok' T��.AS COUNTY OF TARRANT TE�IIE'QItr�Rk' Cf�i�STLtUC'I'f0Y �ASEI�I��(T THA'T.' I/�'V�, I�IRS 7iMvII� L BU1tNS, hereinafter reFe�red to as "Grantor" for And in consideration af One Doiiar (�1.00) and other valuable consider�tion paid by the City afFort Worth, a munici�af cacporation of Tarrant County, i'exas receip[ of which is hereby ac�;notivledged, do grant, bargain and convey nnta said Ciky, its suc�essars and assigns, the use and passage in, over, across, beln�v and along the follawing parcel or tract of land situated in Tarrant Caunty, Texas, in accordance 4vith the glat hereto attacl�ed, to-wit: �'EIIPORARY iCONSTRUCTI�N EASENiENT (see �ttached E�hibits A ancl B) It is further agreed a�1d uaderstood titat the City of Fort �1'orkh will ba pemiilted tE�e use af the abave described strip oF land far tl�e purpose vf fhe eonsiruction af said sanitary sewer r�iain. Upon campietion of said sariitary sewer main and its acceptance by tlle City oF�ort bVorth, Texas, all rights granked �rithin the ai�ove dascribed TeEnporary Construction Easement sllall cease. TO F3AVE Ai�'D T4 H�LD t�te a�ave described premises, together with, all and singular, the rights and appurtenances tfierero iii anylvise b�Ion�ing unto the said Ciky oiFart �,Yorth, its successors and assigns, untiE the contpletion of construction. And Ilwe do hereby bind myselflaursetves, mylour heirs, successors, �nd assigns, to warrant and forever deiend, a[l and singular, the said pramises uato th� said City af Fort �Varth, its successors and assigns, a�ainst every parson �vhomsoever lawfuiiy claiming or to clsiiY� tl�e same or any part thereof. Tt is intended by these presents to convey a ri,ht-of way lo tlte said City of Fort i�Z'orth to construct the descrihed improvements, �vith the usua� rigl�ts of ingress and egress in the necessary use of such right-af-way, in and alang said premises. IN ti�'I'TNESS �V�IE OF, Gra�ltors have caused this instrument to be executed on this the � _�( day of ��_ , 19 �. ' � * p / �� r f/L i �! i YE1Ci�5� � r �•. Qwner(5) 9702140_TempCans�Fasenxnt bE-7 65D.wpd , � __._�..,..._...� _�.. — - � , �XHiBI� "A" praperty Descriptidn iar . "fernporary Con:truetion �asement BEING a 0.�23 acre lracf af land situafed in the A. Stinson Survey, Abstract No. 1a93, Tarranl Co�nky, Texas, and being 8iock 5, Lat 9, Wes! Mornirtgside Addition, an addition to the City af �ort Worth, Tarrartt Caunky, �"exas, according to the pEat recorded in Vo1. 3988, Page 688, f�.R.T.C.T., said 0.023 acre tract of fand being more particularly described by mee[s a�d bound as follows: BEGINNI�[G at the no+ihwest comer of ihe aforementioned Lot 9, said poin# being #he pOIt�T OF B�GINNING of herein described kract; iHE1VCE N 89° 22' 41" E along the narth lat tirse of the aforementioned Lat 9, a distanca of 7,50 feet; iHENCE 5 QO° 37' 19" � a distance of 134.OQ fe�t fo a pvint on the south !at line o# the aforementioned Lot 9; THENCE S 89° 22' �€1" W along the south lat line oF the aEorementiQned �of 9, a disfance oE 7.50 feet to the southwesk comer nf said Lot 9; THENCE N 00° 37' 19" W alang the west 1ot line of the aforernentioned Lot 9, a distance of 134.40 feet to #he POINT OF BEGlNN1NG and aontaining 1D5Q squa�e fe�t or 0.023 acres of �and, ; Y I � ••. � . � bUTEAWAY A550CIAT�S, INC. ENG INfiL•:!S + LANOSCApH ARCFR75C1'S � PLANNERS � 8UF[+/�Y�RS 150f 4lerrimoc C'vcle, Saifn la0 Fad Wodlti Taxaa 76167�]TI • Phona {$ ll) �35•] l21 Fax (817) 3J5-T437 AEtlro (S l� 4I9-2177 , H702i00 ArapQe� A7-7 BSD.wpd .r •" 9 . e ` I _..�.r !!LK ;; LG I 1 r; . � . �. .-� --• •---lfLK 5 LU I 17 . . 13�Y, � LU'1 1's � _ , NIL51 M01lPII[�GSIU(. nl)171f1{ih! WL'ST MGIZIifPIG511�E ApUIT10Pl 4Y�:ST MOE�NIPIG5IDC A�DI710h1 STA1dLC•Y, M11ltGl.AFI CU�+UO<<, AI2hIE:ld10 F; El'UX FAMIJke: MITGHCLL, L FA fi09 MAR16N AVE 545 MAR1aN AVE PO BDX 15321 I . FQRT WORTH T� 76f04--G431 x F01tT WORiH iX 761p�3-5431 FdRi �ORThI 7X 76119-4321 ` - �S89 22�47 "6Y 517E: E01 klARION AVE _ 7.50' X— — �-- — ht — — — � — — jF � ._.. ._.._ � ..y. � _.. — —3�— -�— --r —- — —_ ..._��.�� —r� J�---�-- . _I � .—� ��_ 1 � . � 1��, � =k � t��� � �1.� , AR�A , � , '��� �,) 1050 SQ.FT, � I .�i1 � � 0.023 ACRES ,1 •,��� BLK 5 LOT $ I � VlE57 MGRIaING5a0E ADOITlON �� � � �; VOL. 3542 PAGE 408 ,�J?��j 6LK 5 LOT 9 � I {250pER�0 PNY 5T ��y� � WE57 MQRNINGSIDe A��ITIOE•{ I � FDRF WORSN T7( 761Q4-5359 �'�� (�f3 VOL. 3988 PAGE 68B � SITE:60�+ E RAMSEY AVE � ,( S I �URNS, JII�MIE L MRS I , � ✓� � 2926 5 GROVE 5i � FOIiT WDRTN 'fX 7G1D4-672� l ' �f"��, j�, � 51T�:6a8 E RA�ASEY A4L � •� ! �f' ` {' D� 0 �� 7.5' 1"EMPO/ZARY, � i ,.�- c�NS��UCT10N EASEMENi � I BL,K 5 LO � 7 ��� % I 'NEST 1AORNINGSIUt 0.DDITIOM � � H�ONTG�MERY, WiLL1E j � N0037��g"i�i� 2752 C6UN7RY51p� ►,M � � E �% 13�4.00' � FORT WpftTH 7X T6t33--5714 I � � � , f SITE:64Q E R���SCY AVE � � • � � ! `: / � � � � � ([L//f///////� � • . , S�Q'3T'1S"E � � � ' � I 134.p0' � �� � I � I \I l � � . Pa�ivr o,� � � � � e�crNru�Nc � ---� _ _ _ _ � ; , � -- - -- y ; - -� ' N89 22'4f "E I � ` 7.50' rr � � � - _ - , - ,�1 ; � - - -- - - -. .._ _ - -- i �. �AB����� AV���U� � (60' PU9Z�C RrG�! T OF �V,� Yj � sca�E: ,-=zo' - �.���..._.-�.�.�,�._�_�:��.�-��:��:��-� _ .�:^ �� _ . - .--- -._ ._.__� _ _ _ ��_�-� I �IIIIDi'�, „�„ ' _ . , �� DUNA�YAY ASSOCIATES, lnc. ENCINEEIiS — PLtNNCIIS — SU(lV6YQlt9 15�1 p�Rlll}IAC CIRCLE, 3tlfTE 14d � FOFC� 110HT11. TEaAS TQ107 PII.(R17}��5—I l21 ia6'SRO(617)189-2i�.4' PA7I(017)9�5-7�37 • � � �X�-il�li "A" , h�� Property bescription for 15' SaniEary Sewer Easement BEl�IG a OA20 acre kract of iand situated in fhe A. 5tinson 5urvey, Abstract Na, 1413, Tarrant County, Texas, and being TR 5 ard 5A i�-� the Ci�y of Fort Worth, Tarrant Coa,nty, 7exas, accordfng tn the plat recorded in VoL 603�, Page 521, P.R.7.C.�f„ said b.02� acre lract of �and being more pariicularly described by meals a��d bound �s follows: CQ�IM�NCING at the south+r�est comer o� the aforementioned Tft S and SA; THENCE N 00° QO' DO" W alony iha w�est lot line of the aiorementivned TR 5 and 5A, a d9stanc� of 123.Q0 feeE lo a point, said pc;n; being the POI�l7 OF BEGINNING af herein-described tract; 7'ti�NC� N�0° 00' 00" W aiory t�e wesl lot line of lhe aForementloned TR 5 and 5A, a distance of i5.50 Fest; iNENCE N 75° 33' 47" � a r,�4;,ance oF 6a,60 feel to a point on tt�e east lot lins of lhe aforement3oned TR 5 and 5A; • TNENCE S D7° 01' 00" W along tl�e east lot line oF the afarementloned Tft � and 5A, a distance of 1S.'i2 teef; 'TMENCE S 75° 33' 4T' �V a disl�nc�� of 58.58 feet to �he P�INT OF BEG1NNING and containing 894 square feet or 0,020 acres �F l�nd, � i�� .� Te;�:;�::rary Cons�ir�ction �asements l. i ,i .r_ �' S i� � w,'�4 �a;�- Being 7,5' wide strips af land fyir�� �aralEel 2nd adjacent ta the north and sauth sides oE the previausly described sanitary sev:er easement, startEng at fhe east Ivt line of the aforemenlioned i'R � and 5A and co�tinuing to ine west lot line of said �R 5 and 5A, Said tempo�ary cnnsWciion easE:7enf an ths norih slde contains 458 sc�uare Feet or 0,�10 acres of land; And said temporary cor�struct�on ��::arnant on the sou[h side contains 436 square feet or Q.010 acres of land, r� ,. _� :� _;�,�_•' ?�". ! �y�± - :i,M' :�;�,'=.'3,�%_ .. rr .�-`'� �j+_ n� ;„ fi � ��Smr3iupQesc M•7 BSa.wpd - � :L'.s�*`f�`X3 'e , r`'; �.{� F'1r.• I I'�•, - . ' �';5���� ��'1'° . "� �liNAtiVAY AS5QCIA'iES, ZNC, er�c: rrns . r.r.i.nac,wc rueesnr-�n a. ai►,�+r+e.Rs . scmv� roas 1301 btercim�a Circlr, Saiie l0� fan Wa�th,Texax 76167�6577 Pl�one{317j}�;.�131 Fas(BI�J35•7tJ7 Melro(SlT)429-ZI33 ��`'�_ « �' 1 � � ' M1.fi ��i�'•` � �r, , 4, � � ��.�i-'��:��� • - �� "y',I�n.�, ' .. ,.. rA�:�F. �. '�;+ ,1�� �':��t •� , „ ,`�v�'� ' �}� ', ,{�' ,�,' .�: :���'� '';� , � . ;I � � ��.,�� . . ,.. ��r_ 1IE�1��� �OYViP'�lAf��� i� Sl'd�T� �A� The 1985 5ession of the iexas Legislature passed House Bill fi20 relative to th� auvard of contracts to r�an-residsnt bidders. The law t�rai, in arder to be awarded a contract as low bidder, nan-resident bidders {aut-af-siate contractors whose corporate offices or principal place of business are outside of the state of Texas) bid projects for constructian, im�ro�ements, suppiies ar services in 'Texas at an mount lawer than tf�e louv�s# Texas resident bidder by the same amount that a 7exas resident bidd�r woufd be required ta underbid a r�on-resident bidder in order to obtain a comparabie contract in the state ir� which the non-resi�ent's prir�cipl� place af business is lacated. 7f�e ap�ropriate blanks in Section A must be filled out by all aut-of-state or nan-resider�t bidders i� order for your bid to meet specifications. The faif�re of aut-of-state or r�an-resident contractors to do sa vui�! au#omaticalfy disqualtfy that b�� �psident bidders must ch�ck #he box in Section B. A. fVon-residant v�ndars in (give siate}, ot�r principa] place of business, are required to be percent lower than resident bidders by state law. A copy of the statute is attached. {Von resident vendors in (give state), or. principa� place of b�s'sness, are r�ot required to underbid resident bidders. �' B. Our principal place of business or carporafe o�#ices are in t�e State of Texas. � BIDDER: AUI Contractors, LsP, Company 3D0 ��+est Ramsey gy, Bs Doug Alumbaugh {pleas� print) � � i Signature: \ r _� ,. ; �'ort .�n7orth � TX 7b T 10 Title: Exectitive Vi ce Pxes�.�e I City 5tate Zip . (please print} T�iI� �OF��9 �1115� �E F��T�.➢I�IV�D Vi111'I� `iC}�.1� Sal�O�",41�0�N 9T2i7�0_Conlrect4$ 02-03_PartF_Pagesl�5.doc � — � CERTIFICATE OF INSU1zANCE T4: CITY OF FORT WORTH Date: October 3�, 2Q01 NAME OF PROJECT: RECONSTRUCTION OF` STUART �RIVE 1�ND JONES STRE�T,_ CONTRACT 13, ]�'OR ASSOCI�i'1`�A WATER AND 8L�1,NXTARY SEWER liRAIPi I�+IPROVE�1lENT3 PROJECT NUMBER: IS TO CERTIFY THAT PW-58-Ofi0 s3017534�0/�'Vf�ii-060'�901�41 s01P55�- O'�0�801744�8U/ PS46-Oi0�601339901 pS58-U70�€301i46'�O �Ua co���cTo�s, axc. FS, AT THE DATE OF THIS GER'�IFICATE, Insured by this Company with respect to the business aperations ' j hereinafter described, far the type of insurance and accordance with pravisions of the standard policies used by this Company, and further hereinafte:r described. Exceptians ta standard policy noted on reverse side hereof. TYFE OF INBURANCE � � Poiicy Effective Expires Limits af Liability� � Warkers'Compensation TC365274054 5/1/02 5/I/03 $1,000/$1,000/$1,000 Carrier: A Comprehensive General � � I.iability Insurance (Public Liability) Carrier: A Gallapse of Building or I structures adjacent to : excavations I Damage to Underground U tilities � Cotnprehensive Automobile Liability ' Carrier: A Cantractual Liability II 1 O ther lI 4 C�N50831461 5/ 1/02 CON5083146� 5/1/02 CONS083I461 CON50831552 CON5083146 � 5/ 1/03 Bodily Injury: Ea. Occurrence: $ 1,OOO,Q00 Property Damage: Ea. Occurrence: $1,000,000 5/1/03 5/1/02 5/1/03 5�1�02 5�1�03 5/1/02 5�1/03 Ea. Occurrence: $1,�OD,OOQ Ea. Occurrence, �1,Q00,000 Bodily Injury: Ea. Parson: $1,000,000 Ea. Occurrence: $1,000,000 Property Damage: Ea. Occurrence: �1,b00,pOp Bodily Injury: �a. Occurrance: $1,000,000 Property Damage: Ea. Occurrenee: $1,000,000 Lacations covered; All lobs iacations where �he named insured is performin� �nrark. Description of opera�ions covered: Ail vvork perfar�!ed bv the named insured. The above policies either in the bodp thereof or appropriate andorsemeat provide ihat they m.ay n.ot be changed or canceled by the insurer in less than five (fl days afiter the insured has received�tritten n.otice of such change�or cancellat'ton. V4here applicable local Iat�n's or regulations require more than five (5) days actual notzce of cance�lation to be assured, the above policies cantain such special requirements, either in the body thereof or i�y apprapriate endorsement thereta attached. A�ency K Ss S Group, Inc. Fort Worih Agent Address 5231 , Carriers: A - Zurich NA 'Citle Vice-President COhiTRAC��� COf��LIAPIC� lNI�H WO�K�RS' COfVYPEF�S�TI�iV �A'Ui� �ursuant to V.T.C.A. La4�or Code �406.96 (2000), as amended, Contractor certi#ies that it provides workers' compensation insurance couerags for afi ofi its employ�es empiayed on City o# Fort Worth Department of Engineering Na.�174. �1la,ii32 and Cit�r af Fart Wor#h Project No.PV1��3�DGa53D17534QIPW7i�Ofi07701549 �OIPS�8�4705�0174480IPS46� OiU460'9 3399a1�S���0705801 i4fii0. CONTRACTOR AU I . Nam Title: ��Ecu�ive Vice Pr�sident D�te: October 4, 2002 STATE OF TEKAS § § COUNTY OF TARRANT § �� Before me, the undersigned au#hority, on this day persanally appeared s. Doua Altunbauc€h , knawn to me to be the person whose name is subscribed to the � faregoing instrument, and acknowledged to m� that he executed the same as the act and deed '' of AUz Con�xactors, L.P. #ar the purposes and co�sideration ; � therein expr�ssed and in ths capacity therein stated. . � Given UnC{�r My Hand and Seal of Office this 4� day of ���b�� , 20 a� . � Not Pu�lic in anc�r the State of Texas � �_ . _.., , �tir�`" t . JANE RATLlFF � � � i�otary PubIIC State oi Texas �'�� a� e�{� Gamm. �xpires 8-11-20fl8 _...,.,..._. .�,,,� , ...�.,... .�.., ....,a � PERFORMANCE BOND I s THE STATE OF TEXAS � COUNTY OF TARRANT � BQ,�D 14'O. 3-74I I SZ KNOW ALL BY TH�S� PRESENTS: , f That we (1) AU� C4NTRACTOI2S, L.P. as Principal herein, and (2) ** ��� , a � corporation organized under tha laws of the State ni (3) ��z�A , and who is authorized to issue surety bonds in the State of Texas, Sur�ky herein, are Ezeld and firmly botind unto the City of Fort Worth, a municipal '� corporation located in Tarrant and Denton Counties, Texas, Obligee F�erein, in the sum of: � ONE MiLLION SEVEN HUNDL2ED TEN THOUSAND TWENTY-TWO AND 25/100 ................ ($1.710,022.251 Dollars for the payment of which sum �,ve bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. " _ � WHEREAS, Principal has entered into a certain contract wifh the Obligee dated the �, of , 2002 a copy of which is attached [�ereto and nnade a part hereof, for the construction of: RECONSTRUCTI�N OF ST[JART DRIV� AND JONES STREET, CONTRACT 13, FOR AS50CIATED WATER AND SANITARY SEWER MAIN TMPROVEMENTS. � N�W THEREF'ORE, the condition of this obligation is such, if the said Principle shall faithfully perform the wark in accordance with the plans, specifications, and contract documents and sha[I fully indemniiy and hald harmiess the Obligee from aIl evsis and damages which Obligee m�y suffer by reason of Principal's default, and re'rmburse and repay Ohligee far alI outlay and expense that Obl'rgee may incur in making good such default, then this obligatian shail be �oid; otherwise, to rezz►ain in full fdree and effect. *� �.'ES°l' Ai�3ERICAI� TTHSU�CE C�P2lNY � �--� PROVII7�D, HOWEEVE.R, �hat this bond is exe�uted p�suant to Chapter?25� of the Texas Gaver�.ment Cnde, as am�uded, and all Iiabilities on t1i.s bond shali b$ determ.ined in accordance �th tt7e proviszons o�'�such sratute, to the sam.e extent as z�it weze copied atIen�b. herein. IN Wf�'�iESS W7�R.EOF, the duiy authozz.zed repzesentatives pf the Priuczpal an�. the Stuety have executed Chis instrument. � STGNID and SE.�LED rhis ____of :4 TTEST: (�'z�.ucipa2) Secrerary (SEAL) -itness as to P�inci r'�.ddress ATTEST: (Surety) 5ecretary (SEAI.) � �� � ^L�; . � �`p�yJ1�_ �; � t�' '_ 204�. Ai1T CO ' TRACT�R5. �._P. IPRIN � I�..I,• � �Y a.� T L��� R�iL PRR�i�R B Y_ _ !A � �� . - � s �['�� ' �iB Ii��7 Z'TZ'LE a EX�' rDZ� �2CE PREiIDEIf�'I' 3fJ� d�TES�' R.�3ATS'�'EE�' F02�i' 1W�RTH, �°E�S 7612 t9 (Address) id�ST RI��NN S17R�NQ S ery B - , � (Attorney-in-fact) �x�zv cs o�oxrr I36 1�D�T� THIR� ;T�E�i' S�C�, nnr �t �lr� � (Address) NOTE: Daie of Band must z�ot t�e' priar to date of Con���t (I) Carrect Nam� of C�ntracz�r (2) Correct name of Su.ret-�r (3) Stat� of incozpora�rion �of Surety T'eIephone nuznber of s�rety must be staied. Iu addiuon, ar� aria zzai cap;z af Pawer af Attozney shalT be attached to Bo�d by Attorney-in-Fact � � - ; � . Wi ss as to S zuety . 940� A�. C�RTY�2�'1L E�Yo r#95d1 1tA�l.�1,SP �E.�1�S _75�3� - - 'I'he date af iaozad shali nat be pr�oz' to date of Contract � � I .r � � WH�REAS, said Contractor binds itself, upon receiving natice ai the neeci therefore to repair or recanstruct said Wark as herein provided. NOW THEREFORE, if said Contractor shall Keep and perform its said agreement to maintain, r�pair or reconstruct said Work in accordance with all the terms and conditions af said Contract, these presents shall be null and void, and hav� no force or effect. Otherwise, this Band shall be an� r�rrzain in fual force and effect, and the City shall have ancf recover from Contraetor and Surety damages in the premises as prescribed by said Cantract. This oi�ligatio� shall be a continuing one ar�d successive recoveries may be haci hereon fior s�ccessi�e breaches until the full amount hereof is exhausted. IN WITNESS WH�REOF, this instrurnent is executed in 8 counterparts, each af which shall be deerned an original, this �, day of , A.D. 2UQ2. ATTEST: (SEA�) /�..Q "l �Jl ^ � Sec e ary � ATTEST: �S�AL.) � ' ll Secretary � L AU� CONTRACiORS, �.P. $Y: r j� Lu• /�E'N�R�.� g.ARTN'SR B]/: `�� i� Name: a. nouG Title: g�ca�rrvs v.rr� P�ssn�u� r,�s� �zrc�r r�sux�xcE ca���r _ Sur�ty ., BY� _ _ Name: � n�vry �_ o�o� Title: , ATTDRII�R'_Y—TN—F�iC,�`' I36 PORTS T82RD S�Ts�' H�lIaTTLT�Ii, OH2O 45025 Address C::..�'iEFiF� COPY QF PaW'E� OF ATI'OR.Y�.Y THE �ffi� C.#Si7.+li..l�l INSiTR�,'YCE CO�A.YY A�I�RYC1+uY �'IRE ds CA�'iJAI.iY Ct7tYiP.1I`iY WES�' Aii�RICAa''i INSiTR�1NCE CDMPANY IYa 3d--06�i Know AQ Mdn hy Th�ee Prea�asa- TLsc 7HE dHid G1.SUAL.'IY TNSi1R4iY� CDMP.ANY ued .�iE.4IC.�Y FiiiE � C.#SL'.ILTY CO�,�ANY, e�c+� �a Ohi� C�cper�uo� �n�d WF�f ri�1r�_�IGN INSiIIL�I�[� COh�.4NY, sn [ndiaaa Ca�wracimr. ai ,:;•••�i4'^ af stu�ocit7' gr�nnsed h5' Arfscic V'� 5�na 7 of lhe B�i.:v� af Thc Qhi� C�nualty [nsur� C.�mps�y �sd .5mcrir�n F'uc dt Cuua�ty C°mP'^Y ind hxtir3n V� 5caiioa I uf Wat Amair^„ T�••,••�•+ Cac�nY, da kae�v nnmirsasr� r�.didua sad aQpninG D�vid C O=far�, Stc�re Ric�Ceub�che�, Hc3en T.aak, i%da�ph Norris, Clinto� Narris a� Rei�ezza 5. Thackcr QrDaIf�, '��,'� ;� �ua snd lawfu! agrus (sj md assmncy (a}'ea-facL fa m�lc4 occc�ue, sr�l ar�d dcli�a far aod aa ikr br.}�aiF a� �astY, md x its srt md dcad � md �Il HOM}5, L7N�E.RT.S.KINC�S. xnd �CGGDliL.�'YCES, nnt occccding ia any �iagja iaatmcc FTF"I'EEN i�r.II.I,ION (s1Si40Q�OQ�_QQ} DQLLAF�S. �uding, how�rQ u�y hand(�} Q: ��4i�) �a8 tha paymrat oFnntn and iat.arat thacca And tba �� nf sssc� boada ar �mdrrtakiag� in peus�tsncss af tbeyo p�uc►�t, �sll bc sa hinding vpan xid Ca�paaic� aa !!il!y md aea¢fy, ta all iattut� �ad pta�pas� ss i;F th�� had bc� ddy �ucd snd �cimew�cdged by tba tieguisriy eiec� offieaa af ihe ClrmqsaniG 1� Lties!'•7..�:..y.rraLiVa Q�CG IE FliAll�it)� QbIG� GS t�� aWB PIQP� PQ�- Taa authnc'ity grsatcd hescm�e n�aaedes any getvio�ta authcrity haetafoce grsaied !hc sbova aaas� su�ney(�}+a-ftcs. la WTI':IESS Wi�EG`F, lfra uadcssi�,ed affica af !ha �id The Qhio�C.iusafty Iuncsacn Camgucy, Aazair� Fire � C3suyity C�asY �nc Wcu .�cic�a r����: C�maxny 6na hcr�a whs�3xd his nam� md a�xed lhe C�parstc Sc�l af c=cs Carcgsa.ny Ihis Zat�t daT a[ M�Y� 1�99. Y,A/il�� • a� r � • � SEA.e. r` y 338Lf^ � SEAL _l * Q � �T,iu�• '�.'�' !�[T.-�' tl�cer`.Z...e..P.. - $im Lsvrteat� Asaisux�i Viec P:vid�.t SI'.�2E QF QHId. C�i]:*]TY t?F SLTTL..� C� �hia �Qt�1, dav nf il'i�v, 1999 b�i� ����. a Natuy PesLlic of �e 51�ate af Qhie, m md fer t� Ca�mty af E�lc, duly c�rmi.mmned uid quafi�ei, c.�mc 5ur. ,� t��� a.��� vE� �;� � zE-� o�a c�sv.+,c.�nr irrst��a..�.,�rcE c��.�.*nr, �+�zca.,�� �� c�,s�.;u.�-r cca,�.a.vY � w�s-: ,�.u�:ca.:�r IINSLRa,�C� CCV[PA.`±Y, W me pasmuliy �ovru tr� be t�c individ�u! zad afficc de�c.-s"ved i� sad wtw eux-.ucd tbe �ing �nK,�•� md �e ac�owicds�ed the �ua ai thc samc, sad bciuq kv mc duly +�w�re dcpas�th and uis� �hat �e ea �he a�ca of the Ca�inia af'areaid. md thsc t�e seala �srd m l�e �-aiaq imazameit sre t�e C�rpaz�tr Sc�E+ nf swid C�meaair� mri !�e ssid Csrparaec SezL+ �L hii �igruaue ss affir� wexz duly �xcd md sib■csbed tn chc asid msa�smcu hy t4a a�.s+Ae�ity md dixr�:�a aC ttze saic : � Grperanoat II�f T�a'Si:.l,[ONY Wf-�=�F. I hxvc �Scc.mm scc my hu�d md ss"L�srd my CfSc:i! Seal �t t� C:ty af T.-7_smiitan4 3lace of Chia the dav ad ;+cr �,.-Yt sbcve wri�. . ! � ' I t f �e � -������ - �,� � ___ riatary PFsf�iie m and fia �'a�mttr af9�ssla. S[am nichio A�fv C�rrvnisim: cmirs a`'evterflb� '� �dR= ��, Ihs �C+�e af ute�rte! sa grantcd imdc �d hy aur: vnty ai .lresc:c VZ Scc:iQn I of thr Hy-{1w� ai ihe Ohio Cusszlty [nsscsne= C.,'a�pu+y �d .►��"•e :� t�s � Ca�ssir� •.;.ar.esr:• md �4tic!c V� 5�;ca I ai Wct amc:s :a Fas�mnc C..-aw�ay, �m^+ fsmia weir�t rcnd: Ac:iele VL Scc�ivn 7. .�P?CLYT,S,�Vi dF A�QR,�fE �S-4V-F.��, �C :hc c3csermsa of !ha bnsr� the presidc�r. my vie..��raia�.4 �e scc��r+r � my �a,su:.: xcr.ary af ne'� oC t�ae Cm�xd�e eaa1I bc sad is hc2�y votcd with fu�l pvwa md aw3sariry m sgpaias suaracwia-G� Tor the �� aF a,�iag che r�ae oi �e C-��a :.� • s�er� tn, ued m cceaar, iascz !he ecr�Crsr.e scaL ad�awlcdge wd deiiva sm a.nd �tl bands. ��'szaar.�, stimslarions. �mdc�syl¢nvs ar aihc isu�aucu� ai auerrsh�n inn paiico at ianaznce :o be giv�a in fiwr af axiy iadividual. firm. caipar�sinrt. ar the ot�icial �utivc tl�r:rni, ar m any cawuy ar siitc, or my at�cal bcra�sd rrr �airds ai _a�ms�: ar�ar� ar tha E'nited Svca af.�mcies, ar so my aehcpali[ies! subdiviaiva" AsurIc VL Scc.im� 1. APPO�C1�� aF RESD]�1T OFri�S. "Ihe G�iaumu: af' �he Haax� tho P:rsidcac, xsy Yic= P:aid� : Sc�.ary ar u�y As,i�curt .. Secet�ry �il he ynd u heretr;r veu� wids full pawa md surhericj+ W appaint aanracn in 6c: fur thc purpase ai signing the aame af titr c..^rparaam� u nat:^r ar �.incar, md m c�cu� srt:ea t!u cs=:qaraee �esL xcic:awicdge and ddivu �ny and sil hand.; r�agcir.a�sc�, stipulseiva+, rmd•�,Tsr=-�� or o�hc iasu�ncus of s�arryhip ar guarustr.� ind palieie ai P��„=„ec w be gnrai ia frar af u� iadividus� firr� r.orpaation, vr sha affcul rci.�-rccatative l�r.za� ar w amr esu�ry ar sute. ar iny ut�ic:si baud ar 6aardy ai aay c�tmry ar surc. ar the L'nitc:{ Sl�ca af' Americs. ar m aty aihc palicicai �uEd'rvi.siati.^ , T:.is ensaiaucss is v�ai �ad �l�d krr fz�simiie as s�uhm-i,zcd by the foilm.iag RaaIuciaa �doprrd 1ry the rs�o�.^,a dicc-�.:�ra af ;ha Ca�anics (idQatea 4fay 27, 147�-ihc ChiQ C�.auaity [aRa�ae= Campan}' adapted ,�mi 24, 1980-Wat Amcricaa 1n�nu�nee Ccmp=n,r, adaprc� .Ltay 23, 1948-:3mcic.�n F".rc g CiKuslty Ca��ny): "F�E50LV�7 thae thc aigcunar af iny affis� af 1he Cnmpuiy atuhocaed hy the Sy-Lawa ta appaint sttomeye ia fa� thc signan� ar tha 5�`cary ar �ny ,�s+utanc 5'rrccuY —^a�yin4 to the earscemc�a ai sny eepy of s pnwc� of sum'ncy md 1L� sc�i af the Ccra�suy may be �.�ecd hy Cac�imiia ta my pawcr ai �aomey or r�wv th�f ivncd an bei�al£aftha C.a�any. Suci� ssgasu�e uid scal are hw^z�y ydo�ced hy thc C.mnpaay u origiaa[ ssgnaeacs �md aal, tn bc vslid aad hiading �aa ehc E'��naay uith the �ame f_�+-- � �nd �'� sa thau� mu�wiIy �[.�d," �. .. � ��iTIYZC �7E � .^ C t�e imdcsi�ed AssiYtsat Vice Pxardent af The Qhin Cisuaity rn•,,•�,�rr Comp�ay, Ameicaa F"ue � Gnu[N Caaipaay aad �VQt Amciraa Tas�acc Cu�pm7� do hec3v `-'��Y ���3am$ P�4' of stmmep, the refacre..-d Hy-i.awa af 15c Cem�anio ued the �bave Rco[¢tino az'thcir Haax�.i afDirxtan sre trve a�nd carrs• cania md ac :a . fuil frncs �d c�rd an this das.a iN WiIiYF�S W��-ZE�F, i hava hezcsa�ta xt my haad and the seais of the Campuuu �hi� day ai ,�____i �--_�� �. --��.�. � _'--�-_ r` 4+:�.���^ - ''! �` ��L�a 5EAL � S�ALf � 3 :m �" ' �u � ���r��l. .,� !� 5�7ii� 3r59 l�s5iSL3IIt V�1G� gIeS;ci�1t r� �+�c�nocr ot ��� ��� 4HIQ CASUALTY GRdI7P The Ohio Casualty Insu�rance Company I36 N. Third Street, Hamilton, Ohio 45025 1-800�843-&44.6 TEXAS I�PORTANT NOTICE Ta obtain information ar make a cornplaint: You may call The Ohio Casualty Group's toll-free teIephone number for in�'orma�ion or to make a complaint at 1-80p-$43-6446 TEXAS AVISO IlVIPORTANTE Para obtener informacion o par�. soaneter una quej a; Usted �puede Ilarriar al nurr�ero de teZefono gratis de Ohio Casualty Group's para informacion o para sorneter una quej a al 1-5�0-843-644b ,� I You may contact the Texas Department af Insurance to obtain informatioz� on companies, coverages, rights or complaints at 1-500-252-3439 You may write the Texas Department of T.nsurance P. O. Box I49I0� Austzn, TX 78714-9104 FAX # (S12) 475-1771 PREMIUM OR CLAIM DZSl'UTES: Should you have a dis�ute concerning your premium or about a clairz� you should contact the agent or The Ohia Casualty Grnup of Insurance Companies first. If the dispute is nQt resolved, yau may con�act the Texas Departmez�t of Insurance. ATTACH THI� N�T�C� TO YOUR POLICY: This notice is �or infarmation only and does nat b�come a part or condition of the attached docutnent. 5-5149 I2/98 Puede comuz�icarse con el Departamento de Se�uros de Texas para obtener informacio❑ acerca de companias, coherturas, derechas o quejas al 1-500-252-3439 Puede escribir al Departatnento de Seguros de Texas P. O. Box 1491d4 A�stin, TX 7871�-91.04 FAX # (S 12) 475-1771 DISI?UTAS SOBRE PRIMAS O RECLAM�S: Si tiena una disputa con.cerniente a su pri.zna o a un reclarno, debe comunicarse con eI a�ente o la �hia Casualty Group of Ins�rance Companies pr�mero. Si nv se resu�ive la disputa, puede en�onces comunicarse con eI departamento (TDI) UNA ESTE AVISO A SLT POLZZA: Este aviso es solo paza prapasito de ir�formacion. y na se convzerte en parte o condicion del documant4 adjunto. CITY OF FORT WORTH. TEXAS CONTRACT Tb� STAi� �I� T�1��� KNOW ALL B'Y THESE PRESENTS COUNTY OF TARRANT This agreement made and entered inta this tIie day af A.D., 2002, hy and between ; i the CTTY OF FORT WORTH, a municipal cozporation of Tarrant County, Texas, organized and existing I t�nder and by �artue of a special charter adopted by the quatified �oters within said City an the I lth day of December, A.D. 1924, under tI�e au�harity (vested in said vot�rs by the "Home RuIe" provision) af the < r Constitutian of Texas, and in accordance with a resolution duly passed at a regular meeting of the City Il Council of said city , and #he City of Fnrt Worth being hereinafter termed Ow�er, AUI CONTR.ACTORS, L.P., HEREIlVAFTER CALLED Contractor. WITNESSETH: That said parties have agreed as follows: 1. .!. That for and in consideration of the paynnents and agreements hereinafter mentioned to be made and performed }ay the �wner, and under the conditions expressed in the band bearing even date herewith, �� the said Contractar hereby agrees with the said Owner ro cammence and cotxaplete the construction of 3 certain improvements described as fallows: RECONSTRIICTION O� STUART DRIVE AND 30NES ST�iEET, CONTRACT 13. FOR ASSOCIATED WATER AND SANITARY SEWER MAIN IMPROVEMENTS 2. _� �° That the work herein contemp�ated shall consist of fiimishing as an independent contractor all labor, tools, appliances and materials necessary far the constructian and completian of said project in � accordance with the Plans and Specifica�ians and Contract Documents prepared by Che Department of �� Engineering for the Transportation and Fublie Warks Departm�nt af the CiYy of Fort Worth adapted by the Ciry Cauncil oF the City of Fort Worth, which Plans and Specif'icatians and Contract Documents are � hereto attached and made a part of this con�ract the sa�ne as if written herein. i , L �. The Contrackor hereby agrees and binds himself to commence the constz�uction of said work within ten (10} days after being noti�'ied in writing to do so by t�e Departnnent of Engineering of the City of Fort Worth. . 4. � �� �� . � 'ii'�'�'v�1��� 11�Lt.,"�� � �;;� �C�!��'��i� � � �, : �^,}� ��� � _ � - � � . r r r ! � The Cotttractor I�ereby agrees to prosecute saia r�vork with reasonable dilzgence after CY�e + commencement thereof and to ful�y comp�ete and iinish the sarne ready for the inspection and appro�al of the ]�epa�tment o� Engineering af the City of Fort Worth and the City Council of the City of Fort V�ortti within a period of 12Q� wvrkin� days. ! If th� Cantractar should �ail to complete tk►e work as set forth in #he �Ians and Specificat�ons and Contract � Docurnents within the time so stipulaCed, plus any additional time allowed as pravided in t�e General . Conditions, there shalI be deducted from any monies due or which nr�ay thereafter become due him, tlae �� sum of 420 Per warking day, not as a penalt� but as liquidated damages, the Contractor and his Surety shall be liable to the C?wner for such deficiency. � i. � L 5. j Should tl�e Cantrac4or faal to hegin the work herein provided far within the time herein �ixed or ta �� carry oc� and complete the same according tc� the ttue mearung. of the intent and terms oi said Plans, Specifcations at�d Contract Ilocnments, then the Owner sha�� have the r�ght to either demand the surety � � to take aver th,e work and complete sama in accordance with the Contract Docum�nts or to take charge of �' and complete the wark in such a manner as it may deem proper, and if in the completifln thereof, the cost to the said City shall exceed the coniract price or prices set forth in the said plans and speczficataons made ' I` a part hereof, the Cantractor and/ar its Surety shall pay said Ci�y on de�-nand in writing, setting fnrth anc� ,� specifying an itemized statex�ent of the tvtal cost thereaf, said excess cast. � � Contractor covenants and agrees to indemniiy City's engineer and architect, and' their personnel at the project szte for Contractar's sole aegligenee. In addition, Cantractor covena►ats and agrees to indemnify, f� hnld harmless and defend, at its own expense, the Owner, iis officers, servants a�d. employees, fram and L against any and aIl claims or suits for property loss, praperty darr�age, personal injury, includzng death, arising out of, or aiI�ged ta arise out of, the work and services to be performed hereunder by Contractor, � its officers, agents, emplayees, subcontractars, licensces or invitees, wh�ther or �aot anV such iniurV� '- dama�e ar death is caused,._in �vhole vr in uatt._bv the ne;�li�ence or alle�ed n��lz�ence at' Clwner, its a�'�cers, servants, nr em�lovees. Contractoc likewise covenants and agrees to indemnify � j. and ho�d barmless the Owner from and a�gainst any a►ad all injur�es to Qwner's ofiicers, 'servanks an�cii � emplayees and any damage, loss or destruction to property af the Owner arising from the performance of any of ehe terms and conditions af this Cor�tract, whether or �tot any_such iniury or dama�e is , _ __ _ , caused in_whole or in nart_bv the ne�li�e�ce or alCeged ne�di�ence of OwnerR its of�cers, � servants or emvlovees.. ' _ _. _ . - —_ -- _ - -- —. — — — - -- � In the ev�nt ��nez receives a written claim for damages agairis.t the Contractor or its subcontractors prior � ta final payment, final payment shall not be rriade until Cantractar eith�er (a) submits to Owner satisfaciory ewidence that the claim has been settled andior a release from the claimant involved, ar (b) � provides Qwner with a Ietter from Contractor's liability insurance carrier that the c�aim has been refenred �; ta the insurance carrier. � The Director rnay, if he deems it appropriate, refuse to accept bids on ofher City of Fart Worti� p�rb�ic work from a Contractor against whom a claim for dama.ges is outstanaing as a result of work performed under a City Contract. 7. - .�:, , �y�� "..:�r'� ��r�ii�� ���� �" �. . � : �' - The Contractor agrees, on the execution of this Contract, and before beginning work, to make;, execute and deliver to said City of Fprt Worth gppd and suff'�cient surety bonds far the faitl�ful perfor�nance of the terms and stipulations af the Contract a�d for the payment to all claimants for labor and/or materials furnished in the prosecutian oF the work, such bonds being as provided and required in Article 515a of�the Revised Civil Statutes o� Texas, as amended, in the form included in the Contract Documents, and such b4nds' shall be for 100 percent of the total contract price, and said surety shall be a surety c�mpany duly and legally authorized to do business in the State of Texas, and acceptabie to the City Council of the City of Fort War�h, �f 'I � `' Said City agrees and binds itself to pay, and the said Contractor agrees to recei�e, for all of the � aforesaid wark, and for all additions thereto or deductions therefrom, the price si�own on the 1'roposai submitted by the successful bidder hereto attached and rnade a part hereaf. Payment will be made ir► ,• monthly instaIlments upon actual worrk cozx�pleted by contractor and accepted by the Owner and receipt of i invoice fram the Contractor. The agreed upon total contract amount (including/exeluding} alternates n/a, �` shall be �NE MILLION SEVEN HUNDRED TEN THOUSAND TWENTY-TWO AND , � 2�/IOO ................DalIars, ($LiI0.022.2�1. � .� It is fuirther agreed that the performance of this Contract, either in whole or in part, shall not be sublet ar assigned to anyone else by said Contractar without the written consent of the Directar of the Department of Engineering. 10. � I The Contractor agrees to pay at Ieast the minimum vvage per hour for all labor as the sazx�e is - classified, promulgated and set out by the Gity of Fort Worth, Texas, a eopy of which is attached hereto ,r and made a part bereof the same as if it were cogied verbaCim herein. � � au 11. It is mutually agreed and understood that this agreement is made and entered into by the parties hereto with references to the existing Charter and Ordinances of the City of Fort Worih and tk�e laws of the State of Texas with references to and go�erning a11 matters affecting this Contract, and the Contractor agrees to fuliy comply with ali the pro�isions of the same. • L IN WiTNESS THEREOF, the City af Fort Worth has caused this instxnment ta be signed 'rn 8 counterparts in its �ame and on its behalf by the City Manager and attested by its Secretary, with the � cotporate seal of the City of Fart Warth attached. The Contractor has executed this instniment through its � � duly authorized officers in 8 counterparts with its corporate seal attached. �; � � _.. i �} � �� _, Done in Fort Worth, Texas, this the � day of �A.D., 200�. . 'i�, i � �` , RECO DED: � BY: / / �'`"�'� �� D]RECT�R, DEPARTMENT OF ENGINEERTNG APPROVE� q. �" � _- i " z�� �� TRANSPORTAT`I�N/PUBLIC WORKS DIRECT�R CITY OF FORT WORTH CIT'Y M.ANAGER �. ATTEST: �u� � ���� AUI CONTRACTORS, L.P. BY� gll2 I�ANAGEl��Tr LIL"� GEN�i'RAL P�KTN�R 300 WEST RAMSEY I FORT WORTH,_TX 76110 - / CONTRACTOR BY: � Executive Vice Presiaen� TITLE J ` ' � _�� � J � - _ i _ CITY SECRE'1rARY (SEAL) %� , ;r► . ,� � ��ntract �u�haxix�ti��a - � ` � � k �.��-�.� r , . - _ � �__�._ . ���� �,,_ . ,.t._- - -- - APPROVED AS TO FORM AND 300 West Kamsey, Fort Warth, TX �,.,E(~,ALITY: ADDRESS � ��� ��� � �3,Si,f� Y �'I`O� November 1964 Revised May 1486 Rer�ised �eptember 1992 �1���tl��r`�,� �1"��"�i�� � 4 �����;G���i � � ,,� n���� �� ,���; �' � � �� � ��,� t� ����. ���� ,, ,� ' �� ,� yi �. ��. i'� �' �,:� � ���_ i � C�TY O�' g4RT� WORTH C�NSTRUC'���N SERVICES L}�BORP►TORY RESULTS FOR . TES�' HdLE AND Pi�AST�CITY IND�X tOJECT : 19 96 JONES )E NO. : 1352 JND CODE: 03 CAPITAL IMPOROVEMENT PROGRAM (LQWDEN TO MORNTNGSID�j :.� ��s�_��L�._,__: - ---r---����—�=�s=�_.--������.�--�_�---- ��.—�� ( �LE # 1 LAB N4.s 365a0 I �C�1�ION: 2725 JON�S ��� I o�__o�__,vm__�r��o__P�___�oa__----�o---ao_P_w____d_�,o�..��_00�__40o_�._a�__.�_ � C o 50'" HMAC � . I 7 0 00`� BRQ�t C3aAY W/CRi1SH�D S�ONE . � � { 0. QO"° BR(7� G`I,7�Y • � I '�STR��� HAS S��'N CHIP S�,�D � I e__oo__��n__�ne.�0__��,___��.om__w�d�.__�oda___.�_—.�_.�___�,�.,�r�_�.�,R.se,��.�..��e.��.�^ E TTERHURG LTMITS: �L: 5205 PL: 32,3 PIs 20.2 S�IR�G: ].5.6� � �; S�L CaLaR CHART: 6t2 GRAYISH� BRowN ci,�tx . � 1 T 'Cn�IGHT: 13�l.0 LBS P�R CUBIC �'OOT � j __.._._� —_���r--,-- ___._._.____�__..._��—�_�_�_���_ ---��_���,—�� f :aL� � 2 �s . x�o : �s�a�. . � � � �O�P►TI�N: 2824 JQNES CL � • . � ._�.._�v__.�d�_oo__�o�__�o�__�o..__e_�od____�.__�o.�_��o___�o��o_ao�,�,_v_oo��_.�� � 3.0(1" HMAC � . . 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I �__�__�—��..—�____�_--- —_—� :--------- - ----�____�_�__�_—� _—��.���— � �F'FRQVAIr : � �J�RI �ATE T�S�ED: 07�15-98 DA'�E R�PORT€D; 07-21-98 T�STED SY': CARDWELL, PATT]�RSON, � ,.� DESAT �� ROUT�NG JOSI�PH GAGLIARDI NAJIB FP�RES �'�I,E +i Li uu ini ,,i.iz �..,. , , ..... . _..__..�.,....-- � _ .._ � - - CXTX Ok' F4RT WQRTN ".. , C�N���tUCTION ���LV�CES LR84R�`��RY RESI3��S �'OR T�ST HOLE �1A �I�T�CITY xNl��x � �C� : S�WEFt M-�7 gART 7 � , uo. ; i�r sz �co��: a2 _�: ��a =�scaa: �=�sc._��=�Qs��T�sssaa�r.r_._��m��c.��_--,_ — 1 �=�ao.:.���;--=����a � : � � �4B N� . : 59 6i � -•� ►TXOIV: �ILCOX W��4 83` S{�UTEi �F Itt}�ERT Si, I,��.2�2 j . ....o,�__��__��.w....r�oo__��m..__ad__���.4_�,0m�.��.�..»w__�,.�__va_�,�__��.�� ` iU" k�C � i�"` CRU�S�D STONE � )0" I}�C GEtAY Ci,�Y � r�MF�o�i��O�Ow�4s.i�va���am��PpMG����r.i4�Ir�Y�vm��v�tiMo�.ao�o��vofaMl`r�c.���rovowF+}n�p�a��e 1 di►L7URE7' L�11'l�lti7: ��i �La� CLi J��� �d� J�a� IJ�S��L7! �[7rO� 4 5�L C+�L�R CN�RT; 6l2 �,�GHT ��Z�WN�S� GR�1� CLAY . t T WEiGH�: N/A L�S ��R CUa�C k"00� � a.-.:����a�c+����n-�ss=s�mua���x�;=_�oaae.: ��.:_=�������.===asmrsraa����—�=�a�a��xa= � � � 2 � rra.: 59��� � AT��N: S��►C4X T�/4 3�3' S�it��H O� RC}BERT S�. 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N�4 M�7 � od�sw�o��.�wrrr.����..acc,...w+ww...a�s��0a..s��..aao:��.-e.��.i��v�z,wa..o�oao,a��r.�wc-��..o���...saoreos� F .5�" HI�7�C � .�o� ��vsK�D sxoN� 1 . �0� BRO'Wt�II�H �RAY C�Y WlGRUSH�t? ��ON� • I �oow�������..��._�w.._��oo.�_��..��.__a�____..�.�__v..w�.._000__�..����.�__�.�a�.._�__� 1 '��R.��R� LIMY �'S : LL :�4 5. 5�T, : 22 .1 PI : 23. � SHR�CG: 13 . 0� � rNSE�, COI.OR CN�T: 6/� LIGH� HROF?t+�ISH GF�iX �L�Y ( I�fi T�;GHT: �40.0 �,BS PER CV��C �QaT � :����__��=���-��onaa�w����__,��a�__���_� �����o���=�_�s_�����,���_����-� >�� � s �s Na. ; �9��9� � �ATION: E. RA�i.S�Y @ S�UART N/4 M�7 � •m vcsr. rroGo�o��m�wti��►a�o��HwMrr�bVP��Y���ec.���oM�Y���o.iv�dtlWo���vvo.��eo� 1 ? . � 5`� ^ I�MAC . � i 3.04^ CONCRET� [COMPRI�SSIV� �TR�N�TH �272 PSI� � 1.25" GRUSFiE� S�QNE � 3.00p BRaF7N CLPiY � .s�ov�wM��otr�wr����opcswwM�ws�����re.saY�M�or�pG+�bMroe��caa�4m��p�o�ftSOWG000wo����v��ti�w�a�r 1 TxER�URG I�I1�IIxS: �,L: 39.3 �L: �9.9 �i; ��.� S�IRKG: I2.0$ 4 UNS� COb�R Ci�.AR� : 7/� V]�ftX ��� �ROWI�I CL�Y � NaT W�iGHT: N/A LBS PER CU�ZC F��T � ���T������=W���a :_��_�_--�m���__-���___=��r__�-��^-=__�� - � f �r.._������� _m�� :DI.� # 7 �.R$ N�.: 59680 � �OCA'��4N: 241€ S�UART AR. W�'4 M-7 � .o�...�o.�+w...�.e�w.�w..,-...�.���o��...o+o��.m�a.+r....�..,o.. �r���.o�ss...�o�.m.�.��-..oPoa�,�.�e..�.roo.o�����a+Pw� � J . � V � ��f1C. I 5. �0`' CAUSfif,C} S�.'ON� W%BF20W�I C�i'l � 5, 0�"' CRllSf��b S�ON� W/G�Y CI�X � 5, �0� �AbFiN CF��Y W/�I�i1�HED ��OI�tE � ,�oo., __@�...,��o..__�,a�..w�__�.��_.,,.�.�o.��..Me��_�.��m_�...�od____...�..�.�,m�__�o.��,o___ � �'�T��Ui�G ��MITS: LI.: �43.� P�.: 1�.8 Fx: �'�.4 SHRFCG: i4.d� � �S� CQLQR G�� : 7/ 6 Y��.�W CL�1X I :INI�' Tr�xGKT: 1�l0 , 0�,�5 P�R GUBIC �'90� { xx�a�K�==am� :�^��.�secA���srsraai���ann����z� �a�a����ac���=a�.�.�.���=.�:a���==c���� � APR-21-20a0 1Q�29 817 8�� 7854 9�;; P.83 ,�hll' Ll VV i�l! J•VJ tti�� �, ii� uua i� a.��...as.......a... �.... ..w. �� � v.,,,,.. -. �� � 173� --� � F�►G� � ,__,��^���a�o :�w-�u��a�� :xWr.����;_��__.���a�e���€iaaom.r.� r :�.�.�=_===_�esm����� I >Y,� � 8 �AH NO.: 596�1 � )�A�rON: 2g32 STi]�iRT DR. WI`4 T�I-7 1 •�orVo�eAMGA����o�vCu����^�+'Y�wN-1HYr�����ovob�ww�MM��000Gauso�����r�nrl�wF+ P�cb� ` Y �.%�* ��Ci I ).25`� CRUSH�A STON� � �.40" ��toWN�sH GRAY GTaAY � ..���_�,o�a�.d�m..���..,..___�__��_d----�—_o.._��___��_�____ae��.�00000�o��....._.._�r � CT�R�URG 3,�MI�S: I,i,: �4.3 PI�: 23.1 �'I: 31.2 SE4R�tG: 16.0� � JN�LL GObOR CHA�T: 6/2 �,iGH� BR0�7NI�#� Gl�14Y C�„AY � 1XT Fi��GH�: i32.0 i,�S ��R CU�IC Fo4� � '.�c���nc���x�c......,_-��=�=���-s_���ea�c��a�:.��=.__.._=-=ee�a�c��ra��a .-.� .r� � R.'GE��� : ��� �L� � � �,�.�a rro. : �9C82 � �C�'��@N: 25�2 S�UA�T �IR� WI9 M�-7 � � �o�ovwNiib�����vvvdtia���a�vw�wwr-��raww�.�aovvodc�wws�aY�wr.T-ti�+�resrrwr�r��r���opoGwrrr � 5.00'° t�MAC � �.�(?� CRiIS�D�� STON� W/BR4WN �ANDY CI�Y � ° 1. 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L� ii k7 f i i'�ili7 r �� r 0� J 1��L �4�gR CNART: &I2 VERY �AY�E BRQin�+� CLAY � tfi W�IGH�; N/A I,�S ��R CU�iC �'aflT � I e��;���s=_—=rste«r.���._=����««,=�—��siea: .,^=������_.�.��as`��r�.�.-==as�B������_��as- � � PROVA� : � JLRI �E T�STED: ].0�29�99 ,�� R��OFt��D: i1��0�-�� .STE�? �Y: SO�L L�,� APf2-�1-2��+Q 1� � .�0 R4U T� Ai� J��PH GA.G�IP►RD� �.�� C1�,��RQI� �'R�b E�IA �T I,� 81'"r B`7�. '?854 P.�S f� CITY OF FORT WflRTH CONSTRUGTI4N S�RV�CI�S LA�ORA��RY RESULTS �'QR TEST HQL� AND PLASTICZTY INDEX PROJECT: MORNTNGSID� DRIVE C�NxRp.CT 13 DQE NO.; 2175 �'UND CDDE: 02 ;����_�_—z=====—=_—_�------------�r�===�=_�=�_�._���.==W�_�_�=s�==��—�,__=_ � HQL� � 1 � LAB NO.: 56110 � L�CA�'IUN: MORNINGSiDE DR. N/4 � S�LCOX ST. ( ��___e�d��__�o.�__�oe___oo�o_o��__�.�oo�.__�o�_e_��__oo�__oo�_������__.��om�__I 1.OD" HMAC j 2,50p BRICK � ' ( .L . LQp SR"'LL"l� I 6,Q0" CONCR]�T� COMPRESSTVE STR�NGTH 6718 PST� � 9.44p BROWN C�P.Y l .�___4_�_�..��.a��.,�.���..�a__v.��_e�d____.�d.�___o�n__�oe__oe__�o�___,��__�ooa__�aave � AT�ERE[1RG LIMITS: LL: �4.0 PL: 24.6 P�; 23.� SHRKG; 13,0� � MUNS�L COLOR CH�RT: ?f3 V�RY PAL1� BROWN CLAY I �==s=�—.—�xc�—ac=�ma=��=�a���s==��=_,..,�.�saax=.W��=a.—=�=a�r=����.—=a.�==�ssm�m�aa l HOLE � 2 LAB NO.: 5611� � LQCATIQN; MORNINGSIDE DR, N/4 C� STUART I �a�d____a�__�o . _.�am__�.�o...__�od___�oo�___oo__.aao___Aa�_�o�,___4om__�,o�e_�.__ I 3.5fl" HMRC I 9.00'� BROWN CL]�Y W/CRi1�H£D STON� � 7.5Q" BROWNiSH GRAY CLAY ( �o0d�__aod__.J__ �_o0oe�o—�----oa_o_��d___�od�_�.Qo�,_�,o�____o__��od_e.�.�d�.___ � ATT�RBURG LIMITS: LL: 4�,7 PL: 22.4 PZ: 24.3 SHRKG: 14.�� � MUNSEL COL4R CH.ART: 7/4 PALE HROWN CLP,Y � UNIT WE�GHT: 1AOaQ LBS P�R CUBIC �'00� f a��er�rs�t�e:e�taeress�vsaru��a�ae��mm�n�r.c�,a�s��e�ar�arreae�anr re�sr����a�.r���co����ama��c��aa�s�o I HOLE � � �a rra, : s�liz � L�CA��DN: JtiNES ST. E/4 2�' NORTH 4� MCiRNINGSID� DR. � ��.��d___�.o_�o� _.�oo___�d___�o�_�_.�o�o.�__�od__��� _mo�_,�oam__���___�od�__�. � 7.00" �iMAC � I 6.00n BRUWN CLAY W/CRUSHED S��NE # 7. C70 "' GftAY CL1�Y I �*HIT WAT�R LIi�iE i�i� SANIPLE � ��Qr�iasae�rao�'ts�ar��tre�a�sna�Q�ammemsaaam��aesr$rsaas�assima�aaseaer..t�ess�t��taamms�r�rrisessr��a�es�aa�arra�aa� { SY ' C'ity of �'ort� Worth9 Texas ���r �ne� �,��n�;( ����ua��c����n DATE R��'�REIVCE NUMBER LOG NAME PAGE 1�/� 5/02 **��1 g���, l 30STUART 1 of 2 SUBJECT APPROPRIATION ORDINANCE AND AWARD O� CONTRACT TO AUI CONTRACTORS, L.P, FOR REC�NSTRUCTION OF STUART DRIVE AND JONES STREET, CONTRACT 13, FOR ASSOClATED WATER AND SANITARY SEWER MAIN IMPROVEMENTS RECOMMENDATION: It is �ecamme�ded that the City Council: 1. Authorize the transfer of $1,312,054.00 from the Wa�er and Sewer �perating Fund to the Water Capital Project Fund� in t�e amaunt of $412,5D4.00, and the Sewer Capital Projec# Fund in the amount of $$99,550.Q0; and 2. Adapt the attached ap�ropriation ordinance increasing estimated receipts and appropriations in the Watsr Capital Project Fund in the amo�nt of $412,504.Qa, and the Sewer Capital Praject Fund in the amount of $899,550.00 from availab�e funds; and 3. Authorize the City Manager to execute a contract with AUI Contractors, �.P, in the amount of $1,71Q,022.25 far reconstruction of Stuart Drive and Janes Street, and associated water and sanitary sewer main improvements. DISCfJSSION: The � 998 Capital ]mpro�ement Program included funds for the reconstructian of Stuar� Dri�e (Morningside Drive to Ramsey Street} and Jones Street {Lowden 5treet #o Morningside Drive). Th� Water Department has determined thaf the existing water and sanitary sewer mains in these streets are in need of repEacement prior to recanstruction ofi the streets. These stree# improvements include 6-inch fime stabilized subgrade and 5-inc� HMAC (hot mix asphaltic � concrete) pavement, driveway approaches and sidewaEks, and replacement of existing stflrm drains. BID ADVERTISEMENT - This �roject was advertised for bid on June 27 and J�ly 3, 2002. On Jufy 25, 2Q02, the folfowing bids were received: � : �i - AMOUNT TIME OF COMPLETION AUf Contractors. L.P. Omega Cvntracting Inc. McClendon Cor�struction Company, Inc. Jackson Construction, Ltd. William J. 5chultz, Inc. dlb/a Circle "C�" Construction Company $1,71 �,022.25 $� ,853,349.10 $1,873,9i �,15 $2,034,925.5a $2, Q44, 279.35 120 Working Days . C`ity of .F''ort Worth9 �exas ���r ��� ���n��l "���r����ca���� DATE REFEI��NCE NIJMBER LOG NAME F'AGE 10/15/02 �*�_1 g�g,4 � 30STUART I 2 of 2 SUBJECT APPROPRIATION ORDINANCE AND AWARD OF C�NTRACT T� AUI CONTRACTORS, L.P. FOR REC�NSTRUCTIDN OF STUART DRIVE AND JONES STREET, CONTRACT 13, F�R ASSOCIATED WATER AND SANITARY SEWER MAIN IMPROVEMEfVTS Funding in the amount af $35,000.00 for water main and $i9,000.00 for sanitary sewer line repEacement is needed for construction inspection a�d survey. Also included are conti�gency funds ta co�ver change orders fior water main ($25,00.00) and sanitary sewer line {$25,000.00) replacement, and pavement and storm drain impro�ements ($25,000.00), M/WBE - AUI Contractors, L.P. is in compliance with the City's MIWBE Ordinanca by committing to 20°/a M/VVBE participation. The Gity's goal on this project is 19%. This project is located in COUNCIL DCSTFiICTS 8 and 9, Ma�sco 77S, an� 77U. FISCAL fNFORMATIONICERTIFICATION: The Finance Directar certifies #hat upon approval an� comp�etion of the above recammendations and adoption of the attached ap�ro�riatior� ordEnance, funds wiil b� available in the current capital budgets, as apprapriated, of the Water Capital Project Fund, the Sewer Capital Project Fund, a�d the Street Improvements Fund. MO:k Subntitted for City Manager's oifice by: Marc Ott Originating Department Iiead: Dauglas Rademaker Additinna� TnfoXmation Contact: Dquglas Rademaker � FiINn � (co) � 1&2} PW53 8476 1 &2) P558 2) PW53 2) PW53 2) PS58 2) PS58 6157 I (from) I3) C115 3) C1 �5 � 3) PW53 I 3) P558 1 } PE45 6157 1} PE45 � ACC�UNT � 472045 472�45 541200 &31350 54120fl 531350 541200 541200 b41200 541200 538070 53807fl CENTER 06053017534a 07�580174480 06Q530i7�340 034530175340 070580174480 D30580174480 020115040549 020 i 150�40550 06053017534Q D7Q580174480 0609020 0709020 I AMOIINT $412,504.00 � $899,6b0.OQ � $3ii,504.00 $ 35,000.00 �$2o,s�o.oa $ 75,�00.00 $29�,715.OD $267,253.25 $352,504:Ob $795,550.00 $412,504.00 $899,55D.00 CI`i'Y SECRETARY APPRQVED 1�/]5/93 ORD.# 15301