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HomeMy WebLinkAboutContract 28269� �; C�i��' ���'f�f-7.�,;�+`� � � , b.�].�. �11�� � PR�JE�T MANUAL. �� �P��I�I�A710�V� , .Er�:11�1�'i'1�c_ 1 k �ft':3 �?t���� and ����c�r ooc�r�SS����,�R� {' ���VS`�i?E���rt�'"�I�,a�c� �-��"� for ��E�'r�1��T IV� _ �� , � ; �, ., , ,,. . , . . � �. . S�UTi�#�ID� II �� �-6) �D�TF�A�T 3 UU1�1�ER TRA�+I�IVII��ION M,4lN — PMA�� 3 � '#89$��AP�.la-kM��01��#h���'��.�u���oc�g��trae#�{6„' #t�-�ie�rx��►!�} �N�T IIV T�I� �OhJ�RA�T} �Un�er Construc�ian -- Ph�se Z] �199��A#�I�A�IA�RRDV�NI�AJ���T��ar��brelk ��ree����M��a�t�F�ie�}�NOT IN T�#IS �OEVTRA�i} (Ue�der �or�s#rus;kion 4 Ph�se 1� U1�IT 1: �o�,�ltisic�� II �S���i) ��r�tract 31Nater Tr���smfss�an Mai�� �hase 3 UU� t+lo. 3�68. PWT'��OB�7'�0'��0�3f1, P��#6-D705ti" :�l�3?(I Section !1— �Nater Imprnve���ts Sect�on � — Sa�ilary ��wer Ir�prove�ner:ts ��ction � — Pavinc� �econstr�ctian �F�eh�bil�katior�y �r��T THi� �or��'�a�r} l�h��r z: �19as ��P P�o�ect — �ogg �treet (s°' Ave. #o Hern#�hillj V4JC ��+ F�7JF rYY�JJ^����J,#IJ�%.��V� �11$ IY�. r{-��I rJ� 4.���ViV��:iV.T���:J Sectfon l�► — �Nator lrnpr�vem�n#s �mction � — hlone 9e�li�n � - Paafng Ft�co�struclion ���r.������� 1{Eh1NETM �A#��k MAIYDI� (N�T THi� CONTFiN�7) UN13 3: 9998 CIP �roj�ck —��mbrel� Street (Mc��r# IAve. tc� �razier Ave,} D�� N�. �217� PW*�3-USQ534'17�SQQ, P5S8-O�Q5�0���4�, fil� iVo. k�-1�94, C'I'1502�1'i504457� ��etion A — lfk�2ter ��'r�proverr�ent5 �ection B -- ��nMkar� �ewer Improverrt�nts S�ctian � -- Paving Re�ons#r�,�tion � �H� �iTY �F FORT W�R7H. ��}�A� �VlAF�C A. OTT a����'. �1TY r��r����Fi �E�R�� A. B�IiAMl�1h}E�M, F�.�. A. DD1J�;LAS RADEMAKER, �.�, IkJ7�f21N1 �#I�E��Of� I�}RECTQR 7F�1#i�f���RTATI�N D�PAI�TIhJIEh}7 OF ��V{GIN�E�II+�Ca � PUBLIC V4�ORF#� P�EpAE2ED BY: �u}�����5► ���� '���' ������� ,. � �,� �' . H2��ff �4ssociates, In�, �ngFr�sers � �ciffnti5#� • 5ur�e�+prs 40QQ Fossil Creele Bo�levat�d F��c w��n. ��xas �r���� July ��Q� av� �aox� GAI�Y W, JACKS��i CITY l�AhIA��R 1]J��.fi� 1"r. ��SSE��RF F�.E. DIRE�TOR �1ATEl� D�PAR�'M�N.T .�,. � �� pl� �-�y��� r �.. +9w;}' -T ti� �r�� �'•�tS� �� � � . � g � x# �! �■ a s�� f 4 1 4+ i\ 4 y i #�i �� � F�C�DI� D. VIS�hfTAl�lEF�,� �f� =� �''�3,�5 � F� I � -., {��7��� � � +, � �...¢. _ 'x,,*} ��. �� ��- � { � �r� �+�'` �r�- ` �`ity of �'ort T�o�th9 �'ex�s �y��r� ��d �c�u����d ��r�r���;c�rt��� DATE REFERENCE NUMBER LOC [�lAME PAGE 11119IO2 **�o� �3�� 3fl50UTHSlDE 1 of 2 SUBJECT EXEC�TE A CONTRACT WITH W[L,L{AM J. SCHULTZ, INC. DIBIA GIRCLE "C" CONSTRUCTION CQMPANY FOR THE �ONSTRUCTION OF SDUTHSIDE II (S2-6) CONTRACT NO. 3, WATER TRANSMISSION MAIN, PHA�SE III REC4MMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with William J. 5chultz, Inc. dlbla Circle "C" Construction Company, in the amount of $1,fi9�,860.25 and 244 calendar days, for cnnstruction of the Southside II (S2-6} Contract No, 3, Wa�er Transmissian Main, Phase III. DfSCUSSION: On May 25, 1999 (M&C C-17438), the City Council authQrized the Ci#y Manager to execute an Engineering Contract with Halff Associates, inc. to prepare plans and specificatiflns for 5outhside II (S2-6) Water Transmission Main. , �, � Southside II (52-6) Wafier Transmission Main project is generally located south of Berry Street, east of f Oid G�anbury Road, north of I-20, and w�s# of I-35. The construction af this pro��ct wifl provide increased water capacity in�o the Hospital District and southwest Fart Workh. This praject was di�ided � info ihree phases. Phase I and II of this project hav� been awarded and are under construcfion. Phase lll consists of approximately S,OOa feet of 36-inch water main, 3,700 feet of 8-inch water main and 40Q fee� of 8-inch sanitary sewer pipe. Phase II1 is primarily routed along Gambre�l A�enue between Lubbock Street and Cherokee Trail. The following streets impacted by the water main installation will be reaanstructed with asphalt upon compfetion of the project: 5treet Cherokee Trail Boyce 5treet From Gambrell A�enue Cheraf�ee Trail To Boy�e Street Wabash Street Bi� ADVERTISEMENT - This projec# was advertised for bid on August 1 and 8, 2QD2. On September 5, 2Q02, the faflowing bids were received: Bidder William J. Schultz. Inc. dlbla Circle "C' Canstruction Companv Oscar Re�da Contracting, Conatser Constructian, Inc Jackson Construction, Ltd. Alternate "A" Caricrete Pipe and Pavement $1.692.860.25 Inc. $1,877,876.00 . $1,942,4�4.05 No Bid Alternate "B" Concrete Pipe and Pa�rement No Bid No Bid No Bid $2,229,155.75 M/WBE - William J, Schultz, lnc. dlbla Circle °C' Construction Company is in compliance witi� the City's M/VIIBE 4rdinance by committing to 27% MIVIIBE participation. The City's goal on this project is 27°fo. G`iiy o� Fo�� T�a�th9 7'eacas c�y�r ��� ���r�rr�7d ������;�����r� DATE REFERENCE NIJMBER LOG NAM£ PAGE 11/19/02 �*�01 g��� 30SOUTHSIDE 2 of 2 SIJBJECT EXECUTE A CONTRACT WITH WILLIAM J. SCHULTZ, INC. DIBIA CIRCL,E "C" CONSTRUCTION C4MPANY FOR THE CONSTRUCTION 4F S�UTHSIDE II (S2-6) CONTRACT NO. 3, WATER TRANSMISSION MAIN, PHASE III This �ro�ect is lacated in COUNCIL DISTRICTS 3 and 9, Mapsco 89M, 90.i and K. in addition fio the contract cost $84,643A0 (water: $82,303.00, sewer: $2,3�40.00} is required for possibfe change orders, and $� � 8,501.00 (water: $11 v,225.00, sewer: $3,276.a0) is required for inspectionl survey. FISCAL INFORMATIONICERTNFfCATION: The Finance Directar certifies that funds will be available in the current capital budgets, as appropriated, of the Water and Sewer Capital Projec# Funds. MO:k ;'� Submitted for City Manager's Office by: Marc Ott Originating DePartment Head: Douglas Rademaker Additional Information Cpniact: Douglas Rademaker FUND I ACCOUNT I CENTER I AMOUNT CITY SECRET'ARY (to) 8476 6157 (fram) P162 PS58 6157 541200 060162141060 $1,646,064.75 541300 07058p175320 $ 46,795.50 Ai'P1tOVEb 1ll19/02 08/2S/2002 17:30 FA� 817 232 978A AALRF ASSUCIAI'8S � 092/009 CIT� OF FORT WORTH TEXA� DEPARTA�ENT OF ENGinT�ERi�G ADDENDiT14Y NO. ! TO THE 3P�CIFICATIONS AND CONTRACT ]H]CUM�NTS FOR SOUTHSIDE II(S 2-5) C�R'TRACT 3 V�VATER TRANS1yIlSSYOi� MAIN � PHASE 3 DO� Praject No. 3668 Water Department Proje�ct 1Yos. PW77-Ob0iiD14U430 &�S45-Oi04S0l369i0��* Sid Iteceivt D�te: S�p�tembcr 5. 200T* Addend�m Yssued: Aug�sst �G, �OOa Tiris Addendura [vrms part of tho General Contrar,t Documents dt Spex'�ficahans for ti�e ahove referenced project and . �odifies tha ariginal C,�ceral Caniract Aacumea►ts & 5pecifications. Acknowledge your reccipt of this Addendum by cample�ing the requested inFormstion at the folIowing lDCations: 1. In the space pravided beiow 2. General Contraet Documents & Specificationa: PAIt7' ITI — Proposals and Furms: Page �-23 3. Tndicate In t�e Uppea' Case Bo�d Le� On The Outside Of Your Sealed Bnvelopa: <` AD1'IEIJ'llUM I+IO, i— RBCFsIV�A & ACi{NOWLEDGBD,� PLEASr MA� NOT� QF THE �OLLOWING REVISIdNS: 1. * Bid Reoeint date ia ch�n�ed to Sente��r �. �Q�4� 2. 5PEG7AI< CONb1TION5 are RevGsed A.� Fnllnws: I, Add Ttem D 9I bo�tds {City Let Projects); Reference Part C, Ge�erai Conditian, And Dated November 1, 1987; {City Let Projects} naa�e th,e fol�owi�g sevisions: I. Pg. C3-3(3); tlae patagrsph a#te�t pasag[aph C3-3.7D- ather $onds s�ould be �v3sed to read; In order for a swety ta be acceptable tc� the City, tl�e suxety must {1) hold a certiftcate of autitority :&nm the Umted Stafes secretazy of the treasury to qualify as a su�ty on obligations pemiitked or requirsd nnder federal iaw; or (2) have obtained reinst�ranca %r eny lisbility in excess af$I00,440 from � reinsurer thet is autteorized enc� admitted as a reiasnr�r in tbe sate of'1'e�cas and is the holder of a certifieate af authority fram the United States secretary of the treasury to qualify as a surety on oblipations permiued or required under Fed�rai iaw. Setisfactory proof ef avy snch reinsurance sha[1 ba pr�ovided w t� City u�n req�est. TF� City, i�x its snle discretian, wiil determfne the sdequacy nf the proaf re�i�ted is�rein, 2. Pg. C3- 3(5), Para�raph C3 3.11 iNSURANCE delete subparagraph a. C�MFENSATION INSURANGE. 3. Pg. C3-3(6), Paragraph C3-3.] 1 INSiJRANGE delete stibparagragh g. LQCAL AGENT FOR INSURANCE AND BONDING 3. Pl�ns are Revi�cxl Ag Foliaws; a. �`�` All reference tv the Sewer T�ro,�ect Number iu the Plans aad Contraet Dacumen#s si�l be revised to reflect PS45-07446013691U. b. Plan Ove3rall Cnver Sheet—DOE %�r Phase 3 s3�al! be rcviaed to DOE No. 3558_ c, Plan Shcat Ui-7T: CHANGE; Addendum Nv. 1 08/28/2002 17:30 FAX 817 232 9789 HALFR AS$QCIA'17'sS ii. iii. 1V 7' Cnner�te Vatley Gutter Deteil — Stcike "RL�MOVAL OF EXISTING CC]ItB AND GUT�`ER IS $UBS�I]LpitY TO UNI'T' COST OF 7' VALI.EY GUTTBIt'. Sxpansivn Jaint Defail — 24" ssnootb dovv�el shall ba changed from No. 8 to 3/a" ciiameter smooth dnwel, G�ub aad Gutter Lxpansio�s doint — Smooth dowels shall 3re changed frarn Na, 4 tu 'h' diameter, �xpaasion matezial sha11 be 1/2"' premvided ex�ansiaa joint material per CQFW T/PW 502.6 {4). Giub and Gutter Connection to C�b Inlet - Smovth dowels shall b� chaoged from hTo. 4 to'/," diameter smooth dowels. 1. Contract Documents are Revised As l�ollows: a. Notice to Biadcrs straet NT'B-1: 'I'he following Paragraph 3 shall be stricken; "T1�,2 A3Sda�it St�#ements ot the City of Fo�t Worth Li+iinarity �ad VFlom�en Busioess �nterprises Specificafions must be submatted with ihe bid at the titt� of fiic btd 4�eai�g. Failure to submit the A,�'idavit Statement with the hid shall resWt in the pejection of the bid as nan-respvn�ive." Submiktal oi City �f Fort Warth miz�,ority business �nterptises and wo�nen businegs eufcrpriscs documentation shall �e within Five (5} City business days after the bid opening d�te as described in the Comprel�ensive Notice b Bidders. b. Bid Proposal Sheet 8-17 DE,LETE Storm Drain Iniets (SP ] 04} $om the aeacriptio� c. Fart DA aheet ASC-16 — G'HANGE: I�ast para�aph ofDA-52 h�s cvanged to: "Paymeut sl�ll he made by tha ton at the unit price bid for the quantity measured in place anci shall inelude ali labor� equig�nt, tnaterial, and incident�ls necassary ta sai�sfac[orily complete the P�.l��� d. Co�let[on date �hown i'or the 36" wmter line sh$�1 h� changed in all refcrences in botfe th� plans and contract dncuments. The Marcl� 31, 2003 compietion da#e of the 36" water line is stncken — the 36" water line shall be cornpleted wi�in the 240 calendaz days al�otted for the Phasa 3 pzoject Re�lace Sheets B-Z1 and B-22 with th,e aikacls�d she�ts E-21 Addendu�n No. 1 and B- 22 Addeadwon No. 1. e. AIl watcr meter boxes referenced ia this pxoject shall i,e reinfoEced plastic water meter boaes per attached Sectioa El-18A and subsidiary three (3} detaii str��ts. A slgned cnpy of this Addendum No. 1 should be includcd in the sealed envelope at the time of bid suhmittal. T'ail�e to a�cnbwledge the rec�pt nf Eltis Addendnm No,l eould cause the subject bidder tn be eansidet�ed aAiO1�T-RF,SPONSIVE", resulfiug iu diaqnaiiflcatfan. Addend� No. l Receipt Acknowledged: By: ��.5 �`PA'1�78t111 C.�ie�j CGo��sf Address: ,�n .�a� /r�.3 �8' Cit�: ��. LJosl-'�i '�'clephone_�./ � 793 /8� f� 003/009 A, Douglas Radema{tier, P.E. bire+etor, De of �n�ineering Approved: !r ..�-�--i� lticls Trice, P.E. Man�ger, CnrEsuliunt Services Addendum No. 1 QS/2612D02 17:30 FA� 817 232 9784 HAL�F ASSQCIA'TBS PH�o�� 3 �AR� B �ROP�SAL (cnnt.} �ooaioos Within t�n (90) days after noiificatian hy the City, the undersigned wiG execute the formai contract and will defi�er an app�oved 5ur�� �ond and such otF�er 6c�nds as required by the Cvnkract Documents, far th� faithful pertormanoe of this Contract. �e attached bi� security ir� the arnount af 5°Id is to �ecorr� the proRerty of the City af Fork Vil�rth, i�xas, in the event the contract and bnnd ar bon�s are nat executed and t�e�lvered wiihin the time above set forth as liquiriated damages f�r the delay and additinnal wa�1s caused t�er�by. The undersig�d bidder c��i�i�d that h� has a�tained at least one set of the �en$ral Coniract �acurit�nts and G�neraf Spacific�tlons fo� Water Department Pr�scts dat�d Januarr� 1. 99i8, and #hat he has read and tharou�hfy ur�dersiands all the re�uirements and conditions af those General Docvmer�ts, �nd t�e specific �ontract Doc�ments and appurtenant p�ar�s. Yi�� undersigned assures t�ai its employe�s and applfc�nts for ernplayment and thase of any �a�r nrgar�ization, �ufxontract�r�, ar employment agen�r in eithe� furni�hing or refierring emplayee applicants to the undersigned are not discriml�at�d againsf as pro�ihited 6y t�e terms nf Ciiy Ordir�anc�e Na. 727� as amend�d by fhe City O�dinance No. 74Q0. The Bid��r agr��s to begin cnnsiructinR within 1 Q caiendar days afte� issue af the worEc or�er, and to camplete the cnntract within 240 calendar days after be�i�ning construction as set forth in the writtsn �rder to be furnish�d t�y the Owner. Canstruc4i�� ���en�ing: Phas� 3: $�a. �+�4 �o �ta. 44���� 3�" IfVaieP iran��nis�ion lV��in �nd �ssoeiafied l�4ili4y �in+�s Th� PF�ase $ Water l.ine shali be di�ided into four (4) sectioRs between ire�iine 3B" valves and defined as foffows� , - �. 1 2 3 4 _���"t� Boy�elCheroFte� Trail Ct�erokee TraiVGambrel� Gambrell Gambrell �li9II �CQm. Ie! �)+00 14+00 14+pQ 26-�8D afi+BQ 39+00 39�OD 49�-3p U�on cAmpletion of any utility Gne constructi�n, ia�po��y p�a�ment shall be immediately put in p1ac�. Unpaysd sscfians of r�adway shall nnt ba�ir� exc�ess of approximately 400' at any time in any utflity trench. Each �nd evary drivev�+ay shall be pra�ided with access 1�0°� of the fime eith�r E�y means vf temporary trench �epair ar flush piafing unless prior arrangemer�ts �re made with the reslrlen�s. �ach section shall 6egin fvll width pa�ing r�canstruction upon insfallatian af all utility li�es anc! successful cpmpletiort of in-line vah� t�sting. SectJan 7 p��nar��r�� ��di►ng� must s#�r� prior to b�ginning of Section � water line constructiv�r. Section 1 utility lines shall b� installeci, tested (includ�ng pr�ssure te.sfing be�n►een v��v�s of 36" � �� Addsndum No.1 Q8126/20�2 �7:31 FA7C 817 232 9784 $ALFR ASS�CIAT�S C�n05/009 WL), and have permanent fUH width p�ving r�cor�structian (including curb and gutter, dr�veway approaches, s�dewa�ks, leadwalks, and daltey gvlter�) �ompf�te in pl�►ce and appraved by Ciry prior to b�ginning any wafer iine construction an sections 3 or 4. Permarsent p�ving canstruction for Sec�ian 1 shall exten� to tfta south �dge of the sout� vaEley gvt#er at ths interseotion of Cherokee irail and Gamh�ell. Sectson 2 p�an��t p�vlr�� must sta�t prior to beginning of Seetion 3 wa#er lin� canstruction. Sect�n � w�ier Ghe shall be installed, #ested {in�luding pressu�e testing heiween valves of 36" W�), a�d Frav� pem�ari�nt fulE wi�th p�v�ng reconstruc4lon {including cur� and gutter, drirreway �pproaches, sid�wa�ks, (eadwalks, and vailey gutters} cdrPt�l�t� i� place and appro�ed by City prior tw beginntn� �ny w�t�r iine cnnsfructian on Se�tion 4. Perm�n�nt par�ing constn,clinn for Section 2 shall ext�rt�1 ts the west eclge of the west r�alley r,�utter at iFie intersectian of Garr�brell and Sfadiurn Dri�e. 3ectbn 3 permanent pavin�g must s�art �rior to beginning of Sect�on 4 water lir�e constru�fian, Permart�nt paving car�struction fvr Section 3 shall end west of the intersection of Cambrelf arrd Rector A�enue. � ��a� Addendum No. 1 08/26/2002 17:31 FA% 817 232 9784 HALi'F AS�UGIATSS SECTIO�1 E1-18A— REINFORCED PLRSTIC WRTER W/iETER �AXES r�nosioos E1.��A.1 SCQp�: This s��aification �ov�rs three types of water meter box�s, i"ype A and �, and Type C. - � E1.78A.1.� Class A Stand�rd Meter Bnx: Intended far use with services u#ifiaing 51$„ X 3/,', �1„ a�d 1" meters. . E1.18R.'I.� �lass B 5tandard Meter Box: ]ntended for use with se�ices utilizing �-1!�" anrJ 2� meters. E1.1 �A.1.3 C[ass C Standard Meter �ox: intended far use with services ut�lizing two S/8" X 3/" Qr g!" me�ers. E1.78A.2 C�NSTRUCTlON: Reinfo�ced p�as4ic w�t�r m�ter boxes and iron � co�ei' lids under this specifi�ii�n wi�{ in�lude t�eee specific sizes af a rectangular . shape. Those three sizes wil! 6e referred ta us: CLASS 'A', i 9" x 9 S'" Box, 12"� high C�.ASS `8', 15.25" x 27" Box, '�2" high CLASS `C'; 18" x 16' �ax, 12" high E1.18A.3. REINFURCED PLASTIC [U�ETER BUX SPECI�lCATIQN Th� m�t�r box s�all b� canstructed of Linear M�diurn a�nsity �alyethyl�n� (LI1�DP�) as defined in ASTRA D-883-9�A and have a minimum wall th`rc[cn�ss of � .500". The e�ctsrEor shalf be blaek to provide UV prot�ction. �oxes shall be able to vvitF�stand � rninimum � S,ODD po�nd� v��tical ioad and shall withst�nd a mEnirnum 4Q� pounds sidewall lo�d, The meter box exter�or sha11 be free fr�r� seams or parting �ines and a�l edges ar�d corners ar� to be smoot� and firee from sharp edges so the unit can be handled safely without glaves. E1.98A.4. 1RON METER �OX LID SPEGIFlCATIDN The me#er box fids ar� tn be made c�f �asi iron accarding to ASTM A48-�4, Class 30� or ductile iron accordir►g to AS7M A��3�. The [ids shall withstand a minimum vertic�l load of 1�,��0 pour�ds. Cas#ings are caated with a bi�uminous emulsified asphalt unless otherwis� sp�cified, groUnd smoath. and cleaned with shdt blasting, to get a uni�arm quality fir�e from strength d�fects an� disiar�ions, Dimensions shall be within industry standards of p�us or minus (*/-) o�e-sixteenth of at� inch per foat. Ai� castings wil[ bear the Manufa�tt�rer's �5 (name or lo�o} and Coun#ry or Drigin. Cast�ng weights may ve�y plus or minus (+1-) f��e percent from drawing weigf�4 per industry standards. a � ,��;:�Q,��.� �-..-�._��+ {.r-.r .�,�- 4� � r�- s� � � f�. �r�.�f .���«,�,,�,-�«.�,I ►1 �if ' � � - - -- - `�il ;i` � i �`� f � -� a •. i � f � ��I i e r�`� `1 - ; «. � ^'�, t4 7/96' � C�s��r�]� �3 f 4" L�f-Eai N G . 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ST ,. �'i co��� s�ca��On� , FOF�T W06�, T�C 761 �2 ` i 19 13/4B' � '1 �—�� � —�L�� f �`a�V�A a��i��� 'i 2 4/i8' ��� �/�: �� ���� � ��� .�.�"J � �fii�miwl !� 7 ia" �fg� �[���� �i�isr7 ��i� � [9Smen� 1 i [10mmj '� � STA��ARD �LA��fC . i` s� .. � - ;: • . � ��� ��� �.�A �� 5/8' ���'"0 � �'.'_'— C'�°^� c.4S-� IRO Onvn 24 s�,8- [��7mr� Box s���ian� N �PD � � F�� a—�/�� �i�l'ERS �7L�]`SL� f� ��v7�� ' _ L — _ --_ ' _, _ — '___— (�g/04I2402 0�:07 FA% 817 232 9784 FTALFI' ASSQCIATES a�r � ut w�u �:Uy AM F.1N, DEPT, EI�C[NEERIHG �Al( 1�0, �L7 $71 7854 0!/0�/��02 1�:5� FA�t �b7 23& B784 �A�.FF ASSOGI1�Tl�3 �'�'Y i�' &°Q)R�' i��� ��S ��I��A� 6i� G�+�t� �iA���$.�� Tt9 �ffi ���A°i'I�� AI�D �RT,�ffi� � ���`� H{�� f�Fi�L'�'��V�1`���i�I� ��d ��'� 3 �1L�JBat Ru, �6d8 SPl�ter �or�fiiuee! Aro�e�t A�a�. ��i6�'7014i4�D � ��17�2�691#1 � ��: �,�,?� �Aid"���� �c�: �to�l r � 2A0� f�ooafoa� �P. 2 �oog Th#s A+adm�dn� ibazr� �rc oi I� l�sassel Cbr�w�ee+t R� &�n��a for !�e �vc �tc�e+ne� �rrolaut � �at+$ea � arl��1(�+� �oM�t Da�aonaa�a & Bp�t[aae. Ae'kom�e � rec�pt olRb"ss A� gY oo�g � �l� i,ad'aune%t� et tb,o�+►IJ�r+ia81�' 1. � eht e�aod prov's�s�d lmx�iv 2. C�e! Caxl�rnt �.+�sn�s 6t ��F YAAT 1F�--Wapmrs�s �W �v��: i'�o��i� 3. indixat�1G1t1�c�Up�t:'�e�dl�eql�,fiOnTF�uOa�i�t3�XobrS�ated��a3�o3p�: "` ADD�NR Z � �E�D & AG�.NOM,��' �,�A� �@'T� O�?' � �7�+�,�t� �Y18dDP'�S: iL C� o� � �� ��tt�� e�� h� 8�7, � 95k, �em�1[n�y 1l��Ii ['avear�i��p�tiR: I 11 .� �1�Y7�3t�' t�ll � � F2tv]Id 40,� L!� �Qt ]d.b�! L� l4 �i��� �� nx i� A@dat�a� �i�. � s�o�� t� 3��u� fra tiao e�ole+� envelapa �t t�� tt�s aE � �typ��i�l. ��i� �� 4s1s�el�I�e tb� �� �# tbi� �.dds�ral� F+da� cu�Wd e�n.� t� �s,ojoei bmaer t4 b0 Ce�i�eA+� 06P�IOi+T-��1�d�1'1►$"r Ir�Bffik� 1� �I�fB11�11l�011+ Aeldlea+l��9 PI$. 2 ]�1�t Ae1�o�aX�d���B: A. ��� ���sltoor, F.�� ,�y: �%�.S _ ,. �������o�i�� �,�, f.•,- �./r G' ` Co.r s f �crf Rie��rtt�, �",ld. � ��a:,,pfl l�G a�.yo�t� - l�e�e�°,�o��11�nc9e'r��es �it�tt �� 1J �s 1 h _ , '�dl�►o��. . �i� 2 � .� � � ��v�„ Z At�Qulm Na. 2 l� 7'A�L� OF COR�T'ENT'S I. GEIVERAl.INFORiViATION Notice to Bidders Comprehensiv� Notice to Bidders MinoritylWomen Business �nterprise (MNVBE) Specifications Alt. "A" MinorityNUomen Business Ent�rprise (MIWBE) Specifications Alt. "B" Vendor Compliance ta State Law Contractor Compl�ance wikh Worke�'s Campensation Laws 1L WATER DEPARi1WENT Special Instructions to Bidders (Water Departrnent} General Conditions (Part C) Section C1 - 5upplernentary Condikions to Section C Special Conditions (�art D) Additional Speciat Canditions (Part DA} Material Specifications and Details (Part E} Projeck Sign and Notice for Construction General Constructian Notes 111. PRf3POSA�S AND FORiViS Praposal Certificate of lnsurance PerFormance Bond Payment Band Maintenance Bond Contract IV. SOILS YESTS V. S7ANDARD FIGURES & D�YAILS VI. 1171l.IlY CONSTRUGilOR! POLICY VII, TRAFFIC CONiRO� Pl..AN �IGi]R�S Vlll SWPPP G�NERAL IdOTES i� , 1; I� ��n�r�� �r��o�r�a���� - Notice fo �idders Comprehensive Notice fio Bidders _ [III/VIIBE Specifiica�ions Vendor Compliance to S�ate �aw Contractor Comp�iance with Worker's Compensation Laws � � COMPR�H�NSIVE NOTICE YO BIDDERS F'OR: Urtit 1: SOUiHSID� II 1�IAiER'iRANSMISISON 11AAIM CONYRACi 3— PHASE 3 5ection r4 Ifilater Line Improvements �a�s �id Section A Watec Line Improvemer�fis Alternat� "A" Section A Water Line Improvements Alternate "�" Section �: Sanitary Sewer Improvements Section C: �aving Reconstruction D0� No. 3Gfi�, PW�i-060I�'014043Q, �S46-OiQ�801i53�0 Addressed to Mr. Gary W. Jackson, Ciky Manager of the City of F'ort Warth, 7exas, will be received at the Purchasing Office until 1:30 P.M. Thursday, August 29, 2002, and then publicly opened and read aloud at 2:00 P.M. Plans, Specifications and Contract Dacumenis for this project may be ob+�ineu at the ot�ee of khe Department of �ngineering, Municipal Office Suilding, 1000 Throckmorton Street, Fort Worth, Texas. One set of plans and documents will be provided far a depasit of Fifty Dollars ($50.00). These documents conkain additional information for prospective bidders. All bidders wi11 be required ta comply with Provision 5159a of "Vernon's Annotated Ci�ii Statutes" oi the State of Texas with respect ta the payment of pre►railing wage rates and City Ordinance No. 7278, as amended by City Ordinance No. 74fl0 {Forf Worth City Cade Sections 13-A-21 thraugh 13-A-29}, prohibiting discrimination in empfoyment practices. A pre-l�id conference will he held on luesday, August 99, ��'D2 begi�ning at 70:U0 a.m. in the Transpor�ation and Puhlic Works Conference Room. Bidders are encouraged to review the project plans and specificationS prior �o the pre-bid cnnference and be prepared to ackively participake in the canference. Bidders' questions will be answered at the pre-bid conference. Sid securify is required in accordance with Paragraph 2 of the 5pecial Instructions ta Bidders. The major worlc on the above-referenced project shall consist of the follpwing; l�nit 1: SOU�HS1�� il L�iIIATER TRANSIV�lSSfON i�AIN CONYRACT 3-- PHASE 3. 5ection A IdVater Line Impravements �ase �id: 42 LF '12" Water Pipe 3,704 LF 8" Water Pipe 166 LF 6" Water Pipe 3 Tons Ductile Iran or Grey lro� Fi�tings for 12" ar smaller water lines 3 EA 36" Butterfly Valves and Vault 1 EA 12" Gate Valve with Box 16 EA 8" Gate Valve with Bax 5 EA �" Gate Valve with Box 4 EA 2" Combir�ation Air and Vacuum Release Valves 3�A 6" Blowoff Val�es w�th 4' Dia. 5ump Manhole 3 EA Remove and Replace Fire Hydrant Assembly Sectian A Wate� Line Impro�ements Afternate "`A": 4,932 LF 36" AVWVA C-301 Concrete Cylinder Pipe 1 LS Fittings and Specials for 36" Concrete Water Lines 2 EA Cfosure Section 5ection A Water Line improvements Alternate "B": 4,932 �F 36" Ductile Iron Water Pipe wl Polyethylene Wrap�ing 16 Tans buctile or Grey Iron Fittings and Specials for 36" Ductiie Iron Water Line CNTB � Section �: Sanitary 5ewer lmpro�eme�tts 383 �F 8" Sewer Pipe 2 EA Std. 4' Dia. Manhole �ec�ion �: Pa�ing Reconsfirvction (�ehabiiita�ionj 2�,733 SYfiA ume Stabilizer# Subgfade 326 Tons Lim� for Stabi�ization of 5" HMAC Pavernant 18,69 7 5Y 5" HMAC Ravement ReconstEuction S EA '� 0` Recessed Curt� �nlei 4,833 �F Rsmove Co�crete Curb a�d Gutter 5,475 LF Gonstruct �d. 7� Cur#� and Gutter 889 SY Remave Cancrete Driveways, Sidewalks, ValEey Gu�te�s, Leadwalks 421 SY Construc� 6v Car�cret� Dr�veways 9,02Q SY Cflnstr�ct 7� Cor�c.re#e Valley Gutter 2327 SF S"�cl. 4" Co�cr�t� Sid�,nralks, �eac��valks, Wheelchair Ramps lnclu�ed ;�� !he a#ro�e wi�l be a11 o##�er miscellaneous iterr�s of canstruot�^n a� outlined in the �lans a�d S�eci#icatior�s. Suk�missian ot' �isls: The bid proposai shall be awa�cied ta the responsi�e lot�v bidder for Phase 3. �he offeror sF�al! list a!! fir�t and second tier su�or�tra�tir�g andlor suppl�er op�ortur�i#�es. All ot#�er provis'sons of Attachmerrt 1 of �rdina�c�e �378� apPly to this contract. The contractor iG required io submi# GocSrl Faith Effort documer�ta#ior� wi#h frst and secorad tier sub�or�tracting ar�d/ar s�ap�li�r oppor#�tniii�s for tt�� �r�ti� �roj�ct. P�e�uaiificatior� Reauiremer�#s for Water Oenar�rnerrt Ws�rk: 7"he water ar�d/or sanitary sswe� irnprovemerrts must #�e �rformed by a co�ttractor wha is �re-q�alified by #he Waker Deparimsnt at the time o# �id a�r�i�g. A general con#rac#ar wha is not pr�qualifed by the Wa#er a�par�ment must employ the s�rvic�s of a su�-corrtractor v�o i� p�ualifie�. The proc�dure for pr�-q�aii#icatior� is autline� in t#�� "S�cial instrudior�s to 8idders (1�later Departr�errt)"_ B�dders sha��, if anp�icabla, i�snii#}r on the las�t page of t#�e proposal sectio�t tha pre�ua�ifed s��contractar w�ho shail i�s#all the water and/or �nit�ry s�we�' facilities. � Fail�re to fist a su�-corrtradorwFao is �ualif'red by ##�s Wate� De�artrnerrt shalE nesu!! ir� the re;�c��on of t#�� t�id as nan-responsive_ AWARD OF GQAlTRACT: T�he City resen�es the right to reject ar�y ar�d/or all t�ds ar�d waive any and/or ail irregular�ties. No bid may � withdraw� t�nti� th� ex�irat�or� of forty-nine {49) days frorn the ds#e the MIWBE UTILIZATION ��RM, PR#ME C�RliRAGTOR WAlVER FORM andlor the GOOD �AETH EFFORT FORM {"Docume�ta�ior�") as 8p�ropria#e is reGeiv� by fhe Ciiy. The a3+vard of cor�#ract, if made, will be wi#h3n fo�ty- nine (49} days after t�i� doc,umerrtation is received, but ir� no casa wiil t�e award be made unti! the responsibili#y of the bidder #a wt3am it is proposed ta award tl�e co�tr�ct has heer� veriiied. �idders shall nv# separate, detach, or remova any p�rtior�, segment(s}, or s#�ea#s from the contract document at any time. Bidders �us� compl�te ##�e {xo�ns�t sectior�(s) a�d sub�it #�e complete specificatior�s book, or tace rejection of the bi� as r�on-responsive. Sidders a�e responsible for obtain'tng �II adtler�da to t�e cor�tract documents a�d acicnovf►Iedgir�g receipt of the addenda by initialing tfie a�prapr�a�te spaces on tt�e PROP05AL forrn. Bids thai do nat acknar�ledge recei�# of all addenda rnay tie rejec�ed as t�in{� non-te5ponsi�ve. Informatian regarding the status of addenda rnay be ohtair�e� k�y cor�iactin� tf�e �eparimeM of Enginasring at (8� ��7�#-7910. In accardar�ce with tt�e Ci#y of Fo�t Worth Ordi�ance, No. 13471, as ame�dsd by Orcl+nar�ae No. 1378�, the Gity af Fort Warih #1�5 go�#s #or the pa�fr�p8tian of minority business ��tt�r�rises and wamen b�si�ess e�terprises in City cor�tracLs_ q r�py pf the D�alinar�ce can be obtained from the C?f�ce of t�e City Secretary_ Tf�e bidder s#�all subm�# the �ilW�� U f fLl�4�'�OP! F4RM, PRIME CONTRACTOR WA�VER FORM, andlor ##�e G�OD FAITH EFFORT F�RM ("Dacumenta#Ror�"y, as appra�riate. The Documer�tatior� r�ust be received by the contracti�g depar#me�t t�o ��ter than 5:0[1 p.rn., five (5} �ity business days after the bici op�ning date, T#�s CNTB2 l�idder shall obtair� a receipt frorr� the appropriate ernpEoyee af the contrac#ior� department to whom deli�ery was made. Suc� receipf shall be evidence that the DacUmen#ation wras received by the City. Faii�re to cort�ply shall re�der the bid r�o�-respor�s�ve. The Manag'tng �eparkm�nt for this project is the De�artmer�t of Er�gineerir�g. For addEtior�ai informatior�, �iease contact Michael A. Moya, P.E. o� Halff AsSociaies, Inc. at {817) 847-�422, or Mr. Gopal Sattu, P.E., Pro3ect Manager of tF�e Ci#y o# �ort WorEh, Departrnent of Engin�erir�g at (89 � 81 i-7949. GARY W. JACKSON CITY MANAGER ` G�t)R!fi P�ARSON . CITY SECRETARY � i il ,� � A. DQJGlAS RADEl1AAKER, PE, DIRECTOR DEPARTMENT OF EfVGIl�GEERFNC By: ��� �� Rick Trice, P.E.; Manager, Cans�itfng Servtces ADVERTIS�NG DATES: AG9U5t 'I , �d0� August 8, 20�2 CNTB3 �I�.��c 3 �1.�'TItn�Tr-. ��n, Sukuhxi�le 11 {�?�(�� W�iIEF �iE�iLfl!:lilltitil{xl'I ���tiis - f}C�l: ����iCrS �tt of For� INo�#h IIll��orit� and V1lomen �usines� Enterpri�e �pe�N�ic�#ion� �P��I1�lL, ��1�7f�U�fil�i�� ��I� BiD��I�� AP�LI�A�'I��1 OF ��Ll�lf �f tl�e tot�l doA�x value of the con#�act is $��,OOD �r �r�or�, �he �hfVdB� �oal �s appl�cable. �f #he tatai d�llar� V�Su� pP tPoe C�ni�'ack is I�ss than $25,O�Q, tl�e MNVB� €��al is not a I��cable. P�L.I�Y ���1T�I�kENT It is t�� poli�y af kf�e �ily oF F�rl 1+Uorth to �r�s�re Ih� f�+11 and �r�t�it7hEo �xarticlpat�on by [��n�ritylV��ma�r ��,s�ness �nt���arfse� (f�J1�V��1 ir7 #F1e prOC:utern�t�t �� 21f g�[�dS ar�d s�rVic�� !v �f�e �iEy pn ��prrlraci�al basis, ih� ohj�cliue of khe Poli�y is to in�reass Ehe �ss of i4}NV�� �irrns t� � level com�a�able t� kl7e avaEFa�Gt�ty of fUi+1�L�Fs Iha# �r�vede goods a�rd servi��s d�feclly or FndErectly ta tl�e �ity, M�1N�� PR�.l��7 ��AL3 �h� Cily'�+ h�7�C-JWBE goak oe� ll3:s projeci ES �7 °� of #h� base bl� value a� l�� cor�t�acE. �onn��r�rv�E �o ��u ����»���r��n�� �n �ily tonErat�s of '��5,�00 0� rr�are, bi�der� are re�uir�d to corx�ply wlk� k�e ���E��# o� Ihe �kly"s �h�V�lB� Ord�nar��e by BII+��� vf lhe �oilowko��; 1, �41�et �a t+xceet! kNe abovs sl�ted M�1N8� gu�#, or; 2. fia��t� �aiil� �ffa�E da�um�ntation, or; �, Vilaxver ��cument�tio�. �11811�1T7Ak� OF I�EQUIFtED D��UI�ENT�ITIOfi�t The a}�pllcabl� doCl�ments mk�st b� r�CaiV�d by th� M2��ra�i�� De}��rt�n�r�k, w1R]11n Ih�e followit�g iimes allo�ated, in afd�r tor khe p�llr� bid #o I�e cor�sidefed respansive I� k�e specifcati�r�s_ � �fi��� ��r�IZ$�l4f1 �OFfI"I; 2, Prlme �onlra�t�r Waiver Form 3 �o�� F�ith �ffo[� Forrrr; F����V�{J �1]+ S:�O p.fll.F fiive ('�j �ity bus4��ss �ays after #he #i[I �p9ni�iq d$#B, �xCI�SfYB �f t11e bid o�enir�g �ate, receiv�� by 5:00 p.sn., five �5� �i#y bt�sln�rss da�s a#i�r tl�� bid opanir�g c#�te� �x��usav�3 of #I�� bid oper�ing �a�e. recelved by 5:�0 p.m., five (5j City bus�r�e�s 4�ys aiter ta�� b�d aper�ing dale, exclusM�+� af the krfd ope��ing date. FA1�UR� TO �41W11'LY WITFf TFi� C��Y'S lI�f1NBE ORDINA�V��. WI�� ���U�T IN Ti-IE �I� ��E�VC �OI+1St��R�� NDN-R���ON�IV� '�� �P��IFaCA��ONS. �lny (#eleSS,�OnS� ple�Se COnkdCi the MfW€3� Dtlice a� �87�} ��1-�'i��. ��, � �i� Of �oit I�Oifh �iina�i�y and 1�vmen usiness �n�erp��se Specifications ATTACHMENT 'IA Page 1 of 2 � ���I�►i�� u�TILI�ATI�r� _�'; .;�- ,. '�'�l�dF'�'. .� . , ��� �. � � 6'7'1 ��Y° � rrit _ � "' J — � o' P�f � / � �' b/ — — �. II4�E C4;vSP NY h'fE !a I�" � �,� � �a �.s.� s. al e !� C� �-!vi �'on�'rµ,t.�' � �uJ� � ��d �7�'�ii'�1 �c'�l �� �,S �� � 70 S d01 �5.��� .l�CT AME PRO.iEC7 NUi418E � r.�7a�e.f- �rams+,��ssiAn /�'1�►n �-Pf�3 �o � ��,6� �''I'Y`S ri11SiS� FRQJEC'f GOAL_ � �, �� - � `i1S.IR'�E FERCEHiTAGE ACi{IE1'ED: � �, F� 1 — — — — — — • • — — ,ilure to complete this form, in 9ts entirety witi� supporting dact�m�n�ation, and recei�ed by the Managing � partment on ar before 5:00 p.m. fve (5j Cify business days after bid opening, excEusive of 6id opening date, wi![ �ult in the �id taeing consid�red nan-respons3ve to bid specifcations. I' �:�e undersigned bidder agrees io enter into a farrnaf agreement wiih ihe MBE andlnr WBE fir�ns for work {isfed in this edu[e, condi�ioned t�pon executian of a cont�act with the City of Fort Worth. The inte�tional ancilor kno�r�ng ,:, representation of facts is grnunds for consideration of disquatificafion and r�ri�l result in the bid being cansidered ��n-responsive to s�ecifcations. '�ompany Name, Contacf Name, Certified Spec�fy l�ll Contracting 5pecify All ltems to be Dollar Arnvunt � Aridress, and Tetephone t�o. Scope of Work (') Supplieci('j ,�,; -� U � ' v � a Qa ¢d F' 6 $� �R � , Z ~T n� �5�� �✓�lri�����li��! \s � �b1� /yo�wr� � ll . .. . . .. ..-. . . - ,� �fi, U�dr�'�, `�� � � �� � _ R,��� � �.�� '� li�l�� �ed�4��� c� � � d��d,�.� � b� �� �� �TrD � on�1', �nC ,� l��fO Dld Qct� �r � ��I�n��"�• � ��f�� 1 - � Q.� � � �J[ � ����q ��� � ��n � �, Na�. I � n � � � � �BG� q5�h�r �� p�� ��, D;1 r�yd. �1►�; � 1n c�..r�a �;I oe r �'� �0 3,��0 � � o� J - � ? �ao +�� ° p �� ���s� ,, , , M1WBEs must be located tn the 9(nlnej county marketplace or currently doing businass In Ehe marketplace at the time of Gid. . SpeeiFy afl areas in which �lIWBE's ara to he utiifzed andlor items to be supplietl: � A completo listing ot ItQms ko ba suppllad Is requlred in ordQr to rocoive eradit torvard the }�+►NVBE goaE. �) ldentify oach Ticr level.+ Tler_ Moans tha ieval uf subcontracting below tlie prime contractorlaonsuktan�, i.a., a direct paymant ' irom the prime contractor to a subcontractor Is consldered 1`` tfer, a payment by a su4contractor to ! Its Sup�Efet Is cansldored 2"` tier. _ �� � TH1S FC�RM MUST BE RECEIVED BY iNE f�il4NAG1NG Q�pART�A�NT BY 5:00 p,m., FIVE (5) CfTY BU5lNE5S DAYS AFT��t BIO � OPENlNCC, �XCLIlSiV� OF THE 61D OPENING DATE �Rev. 612186 ' i� � I �� �I O� �QI`� �{4C$h I�inorifiy and �omen �usiness �nfer�prise �peci�icafions i� , Company Namer Contact Name, �� Address, and i'elePt�one No. I l� � u.n ��' 'jr� t�s o��''u�; , ;� %�Q,��x r� "o s� W �• I��� r�' b�D �°�'�,'l.�,r �� I� 1 � cerdfed_ V O� h U � � Z � ,M��l'l�+B� Ui1�1�4T[OIV Specify All Contracting Scope of Warkt {') �a�, ri � +, � ��1 ilJ�1g�/' i� �� fe �v J� r t� � 5 � 5 I o � ��', ��r �'-� �G119 ,� -� G�� �a�n 1�1a� �'� e s • I, �����v�r1)�(�$� � C����'�dj 70i9� 1.aC�%$D1J �' i�°'�'�``q ti/ ,� a�a � 0 Specify A1! Zfems to be Supplied("j f i`) ��.s�! i� .��� �� @�� �� �O e �; �'�'� �qs � ►�'a�J� s �m N �"` ��� x�� � �� ATTACF{MEN7 1,q F'age � of � Dollar Am ount � - I �� i � � S `� f� r �� I : 3� �� i o� . / ! /� � f � r �; �. ---- — - - -� -- - - -- --- --- - -- -- - -- -- ---- . The t�idder further agrees to provide, direcfly to the City upon requesi, corr�plete and accurate i��armatio� regarding I��tua[ work pertormed by aii subcontractors, including Ni�E(s) andlor WBE(s) arrangements submitted with this pid. � e bidder also agrees to allaw an audit andfor exaznination of any baaks, records and �les hefd by their company that will substan�iate f�e actua! work perforrned by the MSE(sj andlor WB�tsj an ihis cantrac�, by an authorized '- tcer or ernployee of ti�e Cityr. Ar�y intentianal ar�dlor knawing misrepreseniation of facts wii{ be graunds for �, ' minating the car�tract or debarment from City wark for a period oi not less than three (3) years and for ini#iaiing a�tion unc�er Federal, 5tate or Local laws concerning faise statements. Any fail�re to com�aly wifh this orciina�ce and ,�:reates a rr�aterial breach of contPact �nay result in a determinakion of an irresponsib{e offeror and barred from �i�rticipating in City work for a per�iod of time not less than one (1j year. � ' �,pr�.���a 1NBEs 14AUS7 B� CERTIFIED BY TH��C�� �EF �E CO�RAC,T�AWA�D ..� l �i I ��r� / % li �thor'zed Signai�fre printed Signature �• �• . `� 'tle ---- �- — — - I�_,�' �� �c.P� C�' �'� �° . , �Com,�any I�am .� �I1 � i� . 11�d �c �d _� � _ `�{ddress "�� i � 1'��j : G�/� ra'� , �� . � � / al d Ij �ityJSta�elZip Code Contact Name and Title (if differentJ �1 7 r �� � -� I�G -� Telepfione Number (s) ��7-- �9�-� / 95 � Fax Nurnber � % 1�_ - Date � �. � iHIS FqRM MUST BE R��EiVED 8Y TW� MANAGING DEPAR�'ME�NT BY 5:00 p.m., FfVE (5) CiTY BU5iNE5S DAYS A�7�Ft BIO �PENING, EXCLilSIV� OF 1'HE Bia �AENING DAT� I� Ftev.61?l99 �'ENDOR COIVIPL�C� TO STATE LAW The 1985 5ession of the Texas Legislatuure passed Ho�e Bill 620 relative to the award af cantracts to nanresident bidders. This law provides that, in order to l�e awarded a contract as low bidder, nonresident bidders (aut-af-State contractors whase corgorate affices ar principal place of business are outside of the State �f Te�s) bid projects far construction, i.mprovements, supplies flr services in Tex.as at an amount lo�ver than ihe lowest Texas resident bidder by the same amount ihat a Texas resident bidder would be required tao undertsid a nanresideni bidder in order to abtain a comparable contract in the Siate in wl�ich the nonresident's principal place of business is located. The approgriate bianks in Section A inust be filled out by all aut-af-State or �onresidant bidders in arder far your bid to �neet specifieations. The failure of out-of-State ar nanresident eontractars ta do so �vill auto�natically disquatify that bidder. Resident bidders xnust ch�ck �:.., ilox in 5e,,-tion B. A. Nonresident �endars in (give State), ou.r prineipal place of business, are r�quired to be percent iower thari. resident bidders by Stat� taw_ A cccc�py of the Statute is attaehed. Nonresident vendors iun (give State}, our principal p�ace of bus�ess, are nat re�uired tn underbid resideni bidders. B. �ur pr�ncipal place of business ar corporate offices aze in the Staie of Texas. ��`I a ' BIDDER: ' �//� a rq c� csc...�i u. �f z._.L/1 c C�� 4 k ���' G l� � Cf7/7✓r'{/' G[ G�/ I! �'i B}': Le11II /Qin ✓�Ca� Lt./T Z _ , {Please prini) ` /'�o l'3ox �/�,�c� S signatw�e: G/..r�r�, � �-�'� �o. � �a i �% %'X 7l / �0 Title: � B.S'! t�,� n � City State Zip ' (Pleas�; print) '�HIS FORM MUST BE RETURNEb WPPH YOUR ODUTATION II� 1�l����° ��pa��n��� i Special Insfructions fo �idders (Water Department) , � General Condifiions (Part C) , Se�tion C1 � Supplementary Conditions ; . Special Conditions (Part D) Additional Special Condi�ions (Par� DA} llllaterial Specificafions and Defails {Parf �) ' �ro�ect Sign and iVotice for Construefiion � � General Construction No4es �. �� SPECIAL INSTRUCTION TO BYDDERS {WATER DEPARTMENT) 1. PREQUALIFICATION REQUIREMENT: All contractars submitting bids are required to he prequalified by the Fort Worth Vixat�r Department prior to submitting bids. This prequalif cation pzocess will establish a bid limit based ozz a technical evaluation and fin�ncial analysis of the contractor. It is the bidder's responsibility to submit the following documentation: a c�xrrent financial statement, an acceptable experience record, an acceptable equipment sc�edule and az�y other docume:nts the Department may deem necessary, to the Director of the Water Department at least seven {7) calendar days prior to the date of the opening of bids. a) The financial statament required shall have bec:� prepared by an independent certified public aecountant ar an independent public accountant holding a valid permit issued by an appropriate Sta#e licensing agency and shall have been so prepared as to refleci th� financial status af the submitting campany. This statement must be current and not mare than one (1) year old. In the case tt�at a bidding date falls within ��e time a new statement is beiz�g prepaared, the previous statement shall be updated by proper �veri�icafiian. b) For an experience record to be considered to be acceptabl� for a given project, it must reflect the experience of the firm seeking qualification in work of both the sarne nature and technical level as that of the project for which bids are to be received. � c) The Director af the Wate ! � acce�tability for financial Department project. .� _' , �. ,L r Departrnent shall be the sole judge as to the qua�ification to bid on any Fort Worth Water d} Bids received in excess af the bid limit shall be cansidered non-responsive and will be rejected as such. e) The City, in it's sole discretian, may rejec# any bid for failure to demonstrate experience and/or expertise. � Any proposals st�bmitted by a non-prequalified bidder shall be returned unopened, and if inadvertently opened, shail not be cansidered. gj The City wili atternpt to notify prospective bidders whose qualificatians {financial ar experience) are not deemed to be appropriate to the nature and/or magnitude of the project on which bids are ta be received. Failure to notify shail not be a waiver of any necessary prequalifica�ion. 2. BID SECURITY: A cashier's check or acceptab�e bid�er's bond payable to the City of Fort V�orth in an amount of not less than five percent (5%) af �he largest possible totai of the bid submitted must accom�any the bid, and is subjeci to forfeiture in the event the successful bidder fails to execute the Cantract Documents within (10) days after the contract has been awarded. Ta be an acceptable surety on the bond, { 1) the name of the surety shall be included on the current U.S. Treasury, or (2) the surety must have capital and surplus equal to ten times the �imit of the bond. The surety must be licensed to da business in the State of Texas. The amount of the bond shall not exceed the amount shawn on the Treasury list vr one-tenth (1/I0) the totaX capital an.d surplus. 3. B01�1DS: A performance bond, a payrnent bond and a maintenanc� bond each for one husidred (100%) percent of fihe cantract price will be xequired, Reference C 3-3.7. 4. WAGE RATES: Not less than the prevailing wage rates established by the City af Fort Worth, Texas and as set forth in the contract documents must be paid on this project. 5. AMBIGUITY: In the case of ambiguity or lack of clearness in stating prices in the Proposal, the City reserves the right to adopt the most advantageous canstruction thereof to the City or to reject the Proposal. 6. BYDDER LICE1�iSE: Bidder must be a ficensed Contractor in the State of Texas. 7. RTONRESIDENT B�DDERS: Pursuant to Article 601g, Texas Revised Civil Statutes, the City of Fort Worth will not award ihis cantract to a nonresident bidder unless the nonresident's bid is lovver than the lovvest bid submitted by a responsible Texas resident bidder by the same amaunt that a Texas resident bidder wouid be rec�uired to underbid a n.onresident bidder to obtain a camparable contract in the �tate in which #he nonresident's principal place of business is located. . "Nonresident bidder" means a bidder whose principal place of business is not in thc � S�ate of Texas, but excludes a contractoz whose ultimate parent company or majority ' owner has i#s principal place of business in the Sta#e of Texas. This provisian does �.ut apply if this contract involves Federal Funds. The approp:�ate blanks of the Proposal must be filled out by all nonresident bidders in order far the bid to me�t specifications. The failure of a nonresident contractox to do so will automatically disqualify that bidder. , 8. PAYIVIE1�iT: If the contraet amoun# is $25,000 or less, the contract arnount shail be � paid within forty-five (45} calendar days after completion and acceptance by the Ciiy. �. 9. AGE: In accoxdance with the policy ("Policy") of t�e Executiv� Branch af the Federal Government, Contractor covenants that neither it, not any ot' its officers, members, ag�nts, employees, program participants or subcontractors while engaged in ,_ perfarming this con.tract, shall, in connectian with the emplayment, advancemeni or discharge of employees in connection with the terms, condition� ox privileges of their �a employment, discriminate against persans because of theix age except on the basis of a bona fide occupational qualification, retirement plan, or statutory requirement. Contractor further covenants that neither it nor its officers, members, agents, employees, subcontractors, program participants, ar persons acting on their b�half, shall specify, in solicitations or advertisements for ernployees to work on this contract, a m�imum age lirnit for such employment unless the specified maximum age limit is based u�on a bona fide occupational qualification, retirernent plan or � � statutory requirernents. Contractor warrants it will fully comply w ith tk�e policy and will defend, indemnify and hold City harmless agai�nst any claims or allegations asserted by third parties or subcontractors andlor its suhconfractors' alleged failure to comply with the above referenced Poliey concerning age discriminafiaon in the p�rformance of this agreement. 10. DISABILITY: In accardance with the provisions of th� Americans With �� Disa�ilities Act of 1990 {"ADA"), Contractar warrants that it and any and all of its � subcontractors will not unlawfully discriminate on; the basis of disability in the _ provision of services to the general public, nor in the availabiliiy, tenns andlox conditions of employment for applicants for employ�nen# with or employees of Contractor or any of its subcontractors. Contxactor warrants it will fuily camply with the ADFA's provisions and any other applicable Federal, State and Local laws concerning disability and will defend, indemnify and hold City harm�ess against any claims or allegations asserted by third parties or subcantractors against City aarising � out of contractor's andlor its subcantractors' alleged failure to comply with the above ; I referenced Policy concerning age discrimination in the perfo�amance of this agre�ment. ; I 11. 1VIIl�ORITY AND WON�iEI�i BUSINESS ENTERPRI5E5: In accordance v�rith the City of Fort Worth Ordinance No. 11923 the City of Fort Worth has goals for the ' � participation of rninority business �nterprises and warnen business e�terprise� in Caty .! contracts. A copy of the Ordinance can be obtained fram the Office of the City Seeretary. The biddex shall submit the MBE/WBE UTILIZATION FORM, PRIME , i CONTRACTOR WAIVER FROM and/or the GOOD FAITH EFFORT FORM {"Docurnentation") as appropriate. The documentation must be received na later , than 5:40 PM, five {5} City business days after the bid apening date. The bidder shall obtain a receipt from t.�e appropriate employee of the managing department to `�` whom delivery was made. Such receipt sha11 be evidence that the documentation i was received �y the City. Failure to comply shall render the bid nonresponsive. Upon r�quest, Contractor agrees to provide the Owz�er complete and accurate inforrnation regarding actual work per%rmed by a Minority B�siness Enterprise (MBE) andlor a Women Business Enterprise {WBE) on the contract and payrnent thereof. Contractor further agrees to permit any audit and/or examination of any Kl books, records or files in its possession that will substantiate tk�e actual work performed by an MBE and/ox WBE. The misrepresentation of facts (other than a negligent misrepresentation) andlor the commission of iraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal state or local laws or ordinances relating to false s#atements. Further, any such misrepresentation (other than a negligent misrepresentafiion) and/or commission of fraud will result in the Contractor b�ing determined to be inesponsible and barred from participating in City work for a period of time of not less thatx tk�xee (3) years. n � ��-�.7 D�livery o� �r�pasal C�-2.8 �it�drawi�g �ro�o��ls ��-�.9 Tei�grap��� ��dif�ca��on o� Prap����s C�-�.�0 Publi� Openi�g af Prop�sa� C�-�.11 Irre�ular Prop�sals ����.1� D�s�ualifi�at�an af Bidd�rs C3�3 ��ARD AN� �X�CUT�ON �� D�CUl+iENTS C�-�.� �a�sid�r��ia� of ��og�sa�s �3-3.� M���rity Hu��n��� ��t�r�is� �om�n�Ow��d �usin�s� E�ter�ris� �o�pXia�c� C3-3.3 Eq�a� E��l�ymen� �rovYsians ���3.4 �xthdrawal ot �ro�os��s �3-3.� Awaxd �f �o�tract C3��.� R�tur� o� ��opo��� �ac�rit�es �3��.i �o�as �3-3.� Ex�cut�on o� �ontra�t �3-3.9 �ailure to E�ecute ��n�r�ct C3-3.�Q B��inning �o�� �3-3.i1 znsurance �3-3.i2 ��r�tracto�`s D�lig�t�iorrs �3-�.1� w�ek3.y Pa}���].� �3-3.�� �or�tra�tor's �on��act Adm�ni.st�aeior� C3-3.1� Ven�� � C4�-� SC��E O�' ���tK C4-4.1 Ir�ter+t of �orrtract €�ocu�ner�ts ��-�. � �pecia]. �r��risxar�� �4�4.3 ���reas�d �� '�ec�ea��� 4�an�iti�s �444 . � �1�teratior� a� ��r�t����t D�cu��nts �4-�.5 Extra �rTax`k �4--0.0 �chec���� of O��r�tio€�s C-0�-0.7 P�og��ss Sch�c�ules for Wa�s� ap� S��r�r ��ant �acilft��� �5-� �ON�ROL D�' F���IC At�D MJ�T�RTAi.S �5'5.� Auth�rity o� Eng,����z C5�-�.� ��r�formi.t}� wi.�� ���ns C��5.3 C��rdinat�ors �� C�r�t���t Doc�ments �5�-5.4 ��operatian of Cvntr��t�r �5-5.� �mergen��r �ndfar Rect�i�icatfon Work �5-�.6 Fi�7.d Off��e �5-�.7 C�nstru�tian S�ak�s ���-5 . 8 Au��sor ity and �u�xe� t�f Irsspec�ors �5��.9 ��s��ction �5�5.1Q �e�n��a� �f D��ecti.v� ar�d �ln�u�t���i�ed ��-5.11 Substit�te f�a�e��.a1s �r �qu��ment �5-�.1� S�r�ples anc� �`ests of Mate�ials C5-�.�3 s��r�c�� �f Ma�eria�.s �5-�.3.4 Ex�.�ting �tr+�c�ur�s and Utilities �5-�.J.S Tnt�rru�tion o� Servic� C�-�.].5 l�u�u�J. 3�esppn���i�it� of ��ntrac�ars CS-�� .17 C1e�n;sp C�-��.�8 �`ir�a� Yr�sp��tic,n �2Y2 (41 ��-2 i41 ���� {41 ��-� {4} ��-2 f4) C�-2 f5) �3�3 {11 C3�3 C3�3 C3�� C3-3 C3�3 ���� e3-3 C3-3 �3-3 �3-3 C3-3 C��3 �3�3 C3-3 ��l (�? {2) C�} ia} c�� ��� (�1 (�} (41 �71 I71 (7 � i8} ��-4 �11 G4�4 (11 �+4-4 C�1 C4-+S f 2 } C4-� {�} C4�d �31 C4-4 {4i C5-5 �5-� �5-5 �5-5 �5-5 C5-5 C�-5 G�-5 C5-5 wo�k C�--S CS-5 �5-5 C5�5 CS�� C5�-� CS-5 ��-� C��S [1? (�1 (�? (2} (3} (3i (3} (4� (5i (5i (5� (6? (b? (7} (71 (8} �8} (91 �2� ~ �L � C6-b ��-fs.l �{�-6. � �G-6.3 ��--6 . � C6�G.� ��--G.f C6�fi.7 ���-6. � ��-6,� ��-�.10 �6-5. �.�. C��f>. �2 ��-�.1� ��-�.xa C6-�,15 C6�6.16 �b�6.17 C�-f . 1� �6-G.i9 �G-6,�0 C5-6.2� C7-7 �7-7.1 �7-7.� �7-�.3 Ci-7.4 C7-'�.5 �7-7.6 �7-7,7 �7-7.8 C7�7.� �7-7.1� C7-7.�1 �7-i.i� ��-�.x� C7-7.�.4 C7-7.X� C7-�.�6 ��-�. �.� cs-s �8—� . J. � C�-8.� k �� LE�1�L l��I�#�'FI��15 At�T� PL��I�Y� ����Ot�^�I�ZI�IT�' �,aws to b� O�serv�d Permits and Li�ens�� Fa��nt�d Devi��s, Materials a�d Proces�es Sar�i.�ary Prav�si�ns Pu�li.c �afet}� ar�d �or��en��r�c� PriviY�ge� a� �ontra��or ir� �tr�e�s, A1��ys, ar�d ��ght-�f#���€ Railway �ros��ngs �.arricad�s, Warr�zngs and FJ�t��m�z� Use of E�cplosives, D�ro� i��ight, etc. Work W�t��in Eas�m�n�� �r��eperid��t Con�.ractor �ont���'�.�r's ��s�or�si�ilit� f��' �amag� C:laims �o�tractor�s Cl�im for �a�age� Adju��ment af ��3,�catior� �� Pub�ic ratr���i�s� ���. fi�mp�rar}► 5�+��r Dr�ir► �or�n���ians Arr�t����ent and �ha�g�s of Watet �u��x�n�� �� c�t� i7se of a S���ion o� Por�ion �f the �1ork Cpntra�t�r's Re�ponsibility �or Wor� No Wafv�r of L�gal Righ�s I�ersonal Liability of �ub�i� Officials S�at� �a1e� Tax PR�S�C�'�Z��1 AN� I�RO�RESS �u1a�.�tting Ass�.c�n�n�nt of �ontract �rosec�tion cr� t3�e ��rk _ Lxmx��tio�s o� ���r�tior�s Chara�t�r of V�o�lcrn�n ��sd �qe�ip�ner�t i�o�ek Sc��dule �im� of Car�men�em�nt ar,� �or�pletion �xt�nsian o� �irne �f �om�letion D�lays Time o� ��mpleti�n St�s�ens�ot� by �oust O�der Tem�orar� &usper�s�.o� '�erminat��r� �f �on�r��t d�e to �]�tiona� Etne�ger�c�+ Suspen��on of Abandanmen� �� th� W�r� an� Anr�ul��n� of �ont�act F�1�i�Im�r.� o� �on�raCt Ter�ination for C�nv�nience o� ��e Dr�wer �af��y �i�thods a�d �r��tices r��s����s�t�� �►t�� ���'���� ��a�t�r�rnerrt of Quantities Ur+it Pr i��� �C-�i {1) C�i-� { � 1 CS-5 (Yl �f�-6 i � 1 �6-G ��� �5-b �3} C6-6 � 4 } ��-6 (4} C�-6 (51 �6#6 (6l �G-G �8) C6-G {�} ��-� cx�� c�-� �x�x C��6 il�f �fi-�5 �6�� C5-� ��-� C�-6 C6-6 ill} �11} {�.11 L��} (1�1 I171 �7-7 �7�7 �7-'� C7-7 C7-� 7 C7-7 C7-7 �7-7 �'7— 7 �"�-'� �i-� �?-7 {1� (Y � (�} f�k i2� ��1 ��1 ��� �4) �5} ��� �6) c�-�r � � � C7-7 {7) C7-7 {�) �7-7 {�0} ��-� cx�� �6-8 il} �8-S �11 ��� �$-6.3 �8-8.4 CB-9, 5 ��--8 . � CB-8.� CB�B.B C8-B.� CB-�.10 C8-�.11 �8-8.1� C�-�.13 Lu�p ��m ��op� of Paym�flt ' Partial, ��timate� ar�d R�taina�e Withhai�inr� Pa�er�t �'ir�a� AC��p�ar�ce �'i�na� ��yrn�rrt Adq�a�y o� �es�gn G�ner�l ��ararsty Su�sidiar� Y�orl� �ikscellaneo�� Pl��ement Fte�ord Do�um�nt� of M��eria� CB»8 �B-8 CB-8 �6-8 �8-$ �8-8 C8-�8 CS-8 C8�9 ���� �8-� (�� (11 (21 i31 �3} �31 �4� {4) (51 (5� (5) {�} 1�ART � - �Et�Ef�AL �OI�DI�'�ON� C�.-�. A��INI�`IO�� 5���'��N C1-�l DEF'�NI'1'I��� C�-1.1 A��'�NITi��S D�' T�RM�: i�henev�� fn �he�� �antr�,ct �oc�t�en�� the fo�lowing ter�s ar pronaun� �t� gl��e �f t�em ar� used, �t�e �nt�nt and �neanir�g s�a�l be �tz�[�erstood and interp�ret�ed �s fo�lows� �1-1. ����T1�1��T DDCFJM�I�TS: The �an�ract Doc�ia��etl�s are a11 of the �'�x#.��� ar�d drawn dvc�r��nt�, such a� �pe���icat�or�s, bor��s, adden�a, p�ans� etc., wt�ich gov�rr� the terr�s �r�d p�ar�o�mar��� of t3�� co��ract. The�e a�e �or�ta�ned ir, the �er�eraX Cantrac� �o�u�ner�ts a�d #.h� �pe��al �a�t�ca�t �oc�m�rits. �. GEi�E�A� CONT�AC'� �OCUi�ENTS � T�e G�r�e��l Cor�tract bocuments gov��r� a�� i�Ia���r �}��Sartm�n� �roje��s art�t� inciuc�e �he fo�lowir�g ����� : '�AF�`�' �► - NQ'I`I�E TQ BIDDERS €S�r�p�e) , ��4RT B � P�DP�SAL f 5amp�� ? �� i�AR'�` � � ���EftAL CON�TT��N� {CI�'h'i (D���I�p��1 PAFt'�` � - $F��IA� �Ot�DIT��T�� PART S - SP���F�CAT�ONS P��S�TS�EFI�EMENT^� PAFt'� F - HpND� LSar�p1�1 PA�'�' � - ���1TRA��' € �a�nple 1 4+�h i t e i�hit� �anary Yellow Br ow r� Gre�n El-�hz�� �Z-�olden I�o� E�A-White Blue 4+�h i t e �Fh i t e �. SFE��A� �Ot��RF��T �O�UME��3: The apecia� ��ntra�t Do��ments are prepar�d �or each �pecific project �s a sup�l�rn�r�t to the ��nera� �antract bocuments �,nd i,rt�c�ud� �he fa�tawinc� it�r��; P 7� i�'�` A- C� Q'T I�� T� H� D Y} E Ft� ab�ve �A�T B - PROFOSA�. (�id} �ART C �- G�N�RAL C���iT�ONS PART � -- S�ECYAL C�t��I'F��NS 1�A�Z�` E -- �1�SC�FI�AT�O�T� i� ERh�ITs/�ASE�S�raTs PAR'�' k` -- HQNDS P�RT G -� ��A�`��AC�' �� (Advertisement� �arn� as P�,�T H��LA�25 {[3s�all� b��nd s�par�t�l� 1 C �. -� � �. l �1-�.3 �OTI�E T� �IDD�R�: AX� o€ t�� �ega� �ublica��ons �ith�r ac�ual�y publish�d �� ��bl�c advertisxng rned�ums o� f�r�i�he� dir�ct to �nter�ste� partxes �e�tai��n� t� t�e work cont��p�ate� u���r th� ��n�ract Do���ents const��utes th� noti�e t� ���ders. �1-X.4 �RQP����: �h� comgl�t�� wr�tten and sign�� �ff�� or t�nd�r o� a��dder to perf�r� th� w�rk w�i�h the Ow�e� d�sire� to k�ave don�# together �i�h th� �id sec�rit�r, cor�stitutes th� P�ap�s��* which b��or�e� b�rt�dir�s� u�on the B�dd�� wh�z� i.k is o� f i� i a�� y r ece i.v�c� by the �wr�� z, �,as b��r� ��b 1���y oper��� �r�d read ar�d r�ot �e�jected b�r �he Own�r. �l�l.� ���1���t� Any per�on, persons, firm* �artn�rsh�p, compan�, aasociati.an, �o�'pora�s.an, �c�i.nrq c��i�e�t1� �r th�`ough a d�l� autho�riz�tl �-�pres�nt�;tiv�x �ubm��.ting � propo��� f�� p�r�orming t�� +�or!€ �ont�mpla�ed �nd�r th� �or�tract D�curn�n��, cor�sk�t�ute� a bi�d�r. �1-1,G �E�]ERAL ��I�D�T���S: The ��n�xal �or�d�t�xo�s are th� u�u��, �onstr�ctian ar�d �tat��r��� �r�qui��m�r��s w�i�h g�v�rn the per�ar�as�c� o€ �he work so that it wi�i �e carri�d on �r� ac�ordance w�tk� the ��stomary pro��dure, the lo�a1 statut�s� ar�c� ��quirerr��n�� o� �k�� C.��.�r o� Fo�rt �?o�tk�'� chax`��� and promulg�ted �r�irtanc�s. Wh��r�ver ther� ma� �e � coz�flict b�tw�e� th� ��n�ral �on���ion� and �pecial Con���ions, �h� la�t�r sha�l �aic� pr�cedence �►nd shall ga���r� . �1-1.7 SPE�IAL �O�DITTqNS: �p��i�� Corlc�iti��� are th�� speci�i� requi��r�mer�t�s wl�ich ar� r���e��a�y �or t�� pa�rt�cu�ar �rroj�ct cov��`ecl b� th� Contract �ocum�rrt� an� nat specific�ily cove�r�d kr� th� �en�ra� Cond���or��. �?k��n con�si.de���3 with �he G�neral Con�ition� �nd other �I�m�nts o� t�x� �ont�ract Dacut��nts �h�� provi�e t�he �.n�o��a��.oz� wt��ch th� �or�tracto� and �w�r�er shou�� h�ve in �rc�er �� c��,in ���orough Scn�w�edc�� �f ��e pra��ct. �1-1.� S���iF��ATI���: Tixe Sp��i���a}ion� is that se�tion or �a�� a� tY�� Contract Document�� whxch �et� ��rth in c������ �he ��q�,irem�n�s wY�ic� mus� �� �e� b�r a�� m���riaXs, �ons�ru�tiont workr�an�hip, �q�azp�n�r�t �ttc3 ser�ric�s i�t order to r�nder � c�mpl�t�c3 �rt� us��+�Y p�o j�c�. �Th�r��tt�r referen�� is rna�e �� starrdard sgecifi��tipns, r�c��lations� requirements, statute�, ��C., such r�ferr�d �c> �o�um�r��s sh2►��. b��ome ��a�r� ot the �o����,c�. �o�um�nts jus� 2►� though the�r we�e em�odi�� th��rein. �1�1.9 B�t3D: �'ix� bond o� bor��s are th� �rri�t�r� ���rar�te� or ��cu�it�► furnis�ed b� ��� �or�t�actor for the pror��t an� �1-1 ��} fai�hfu� perf�rrnanc� o� the cantract �nd i���ud� �he �o11o�i�g: a. Pe�fprrna��� B��d Ls�e �ara�raph C3-3.71 �. P�y��nt �ond �see parag�a�h �3��.71 �. �a�nt��a�ce Bo�� (s�� paragra�� C3��.71 d. P��posal or B�d ��c�rity (se� S��ci�� I�stru�tions t� �idd�r�� ��rt � and C���.�1 �1-�.�0 �0 �T�ACT: The �ontract is th� f��ma� si�ned ��reement be��e�n the Own�r a�d �h� �a��ractor �over�ng �h� �u�ual und��s�anding of �he �wo �ontr�ctin� partf�s ����� ��e p��je�t to b� com���te� und�x �he �ontra�t Dacum�nts. �I-1.�1 ��AN�: �h� pl�ns are th� drawing� or �e��o�uc�ions ��refrom �ad� �� the Dwner�� repr����t���v� showi�g ifl detai� th� locatio�, d�men��on and position o� the va�i�us ele�e�ts of th� p��j���f �n�X�di�g su�� p�o�il��� t�pi��l c�os��s�c tions, layou� dia�rams� worki�g d�a�ingsf pre�i�inary �r�w�ngs arid su�� su�p�ern�nt�� drawi�gs as �h� �w��r ��� ��s�e �o �larif� o���r �ra�rngs or �o� �h� p��pos� o� �ha�ing chang�s �n �h� wark he��z�a�te� �u����ix�d �y th� O�ner. Th� �l�n� are usu���� �o�nd separat�l� �ro� ot��s par�s af �he � C�ntract Uoc�m�nts� but the� are � g�rt of the �ontra�� � Do�u�e�ts �us� as tho��h �h�y w�re bou�d th�re��. C1-�.1� �IT�: T�� Cit� of For� ��rth, T��a�, a mufli�i��� ���por�tio�, autho�f��d an� charte��d unde� th� Tex�� �t�t� �tat��es, ��ting b� �n� throug� its �overn��g bod� or its Cit� Ma�g��r �a�� o� wh�ch is r�qu�r�d �y chart�r to p�r�arm speci��c d�ti�s. Respons�bi�ity far f��ml en�orcem�n� of Contracts involv�n� t�e City of Fort �o�th �� �y Ch�rt�� v��t�d i� t�e City ��nag�r. The terms ��t� a�d �w��z ��� synonymovs. �1-1.13 CITY C�����L: ��e du�y elected a�d qu�l����d go������� bod� of the C ty o� Fort �o�th, ����s. �Y-�.14 ��Yp�: T�e o€f�c�a��y �Yected M��o�t o� �� ��s ab����e, �h� Ma�or Pra �em �f t�e �ity �f Fort �or��, Te�as. �1-1.15 �IT Y MANA��R: �h� a�ficia�ly ap�oi�t�d �nd �uth��i��d ��i � M���ger of ��e �it� of Fort Worth, T��as, �z hxs du�� au��or�aed �e�rea��tat�ve. C1-I.16 �T�Y A�TORN�Y: The of�i�i���� app�i�t�� �ity Att�rn�y �f t�� City o� Fort Wprt�, Texas, �� hi� du�y authorixed rep�esent�tiv�. I 5 �' %y � � � � � � � �1-1.�� �I�E�T�� �F PUB�I� �ORR�: ��e d��� ��p�inted of�kcial of �he City of Fort Wortht r�fe�red to i� th� ���r��r �� t�� C��� �n�in���* or his duly �u�h�ziz�d repr�sent��iv�. ���l,l� DIRE��OR, �T�� ��TE� ��PARTMENT: The d�I� ap�a���e� Dir�ctar o� th� �ity Water b��ar�rn��t o� th� ���y of Fort Wo�t�, �exast or hi� ���y �u�horiz�d r��re���tati��, assis��nt, ar ag�n�s. ��-�.�� E��I�EE�: The Dir�cto� o� �ubii� �orks, th� D�rector o€ the F��t Wo�t� Cit� wat�r �epartm��t, o� t��i� du�� �uthori�e� assista�ts, age�t�, ��gin�ers� i�sp�����s, or superint�nd�n�s, ��tin� within th� scope of �he �arti���ar duti�� entru�t�d �o �h�m. �1-1.�0 �DNT���T�R: Tri� �e�son, p�rso��t partnershi�, �ompa��, ���m, ass���at�on, or ���paration, �nt�x��g into a co�tra�t wi�� t�� �w��r �or th� ex��u�ion af �he work, actzng �ir�ct]y or through a d�ly a�khar���d �ep�ese�tati�e. A sub-c�ntra�t�r is a p�rso�, �x�m, corp�r���o�, or ot��rs u�der �on�r��� ��th t�e p�x�cipa� �vnt�ac�or� s��ply��q Ia�or �nd rn�te�xals or �ni� �abor, fo� work at the site of �h� pro�ect. ��-�.�1 SURE���S: ��e �orporat� �odzes whi�� �r� b���d b� such bond� ar� r�quir�d with and for th� Cv��ractor. T�e sureti�s en��ged �r� to be fu11y re��ofl�ib�� f�r t�e ���ir� and �at�sfactary fuYfillrnen� of the Co�tr��� an� �or any ��d a�l requir�m�n�s �s s�� �orth in t�� C�ntract Do�u���ts and a�pr��e� �h��g�� t�er�in. C�-X.2� T�� �OR� �R ��O���T; The �omplet�� ��r� conternplat�d in ��d cov���d b� ��e Cantra�t �acurneflts, inc�u�ing but n�t �imit�d �o ��e �u�nis���g of s�l lab�r, mat�r��l�, t���s, ��uipment� and in�identa�� n�cess�r� to p�odu�� ��om�l�t�d ��d �e�vic�ab�e ���j�c�. ��-1.�3 WDRRI�� DAY: A wo�ki�� day i� def��ed a� a c��e��a� da�� ��t ��clud��� 6aturd��st S�ndays, ��8 X�gal ho�i���s, ifl �hzch the w��th�r or other �on���xons nv� und�r th� co�tro� of th� �o�t�a�t�r ��r�it t�� ��rf���a�ce of �he pri���pai ��it o� �or� �o� a perio� of not ��ss than s���n �7� ho��s b������ �;00 a.m. �nd �:q� p.�., with e���ptio�� a� p�r�xtte� �n paragrap� �?-�.�. �l-�.�4_ �ALEN�AR DAYS: A��l�ndar day is ��y day of the week o� mo���, no days �ein� ex���te�. ����.�� LEGA� �O���AYS: Lega� h���da�s s�a�� �e o�serv�d as gr�scribe� hy th� �� �ou�ci� af t�e ��t� of Fort Worth for ����rvance by �ity emp���e�s as £ollows; - �1-1 (4i I. , �. 2. 3. 4, 5, �. 7. 9. �. ��w ��a£'S D�y M. �. ���gt Jr. �i�t�da� Mem�ria� Day I�Bepe�d�nce Da� La��r Day Tha�ks�iv�ng Da� �hanks�ivi�g Friday �hr�s��as Day ��ch o�her days in Ii�u of h�liday� a� the City Council m�y d�te�rni�e ������� � Th��d �onday in ���uar� L�st �o�day i� May �u�y 4 Fi�s� M�n�ay i� ���t�mb�r �ourth �hur��ay i� ��vembe� �o�r�h F��da� in Nov�mbe� ���emb�r �5 W�e� o�e of th� abo�e na��d hol��a�s or a sp�ciaZ ho���a� is �e�lar�d b� ��� Ci�y �ounc�l, fa�Xs on �at�rda�, ��e hol�da� �hall b� ob�erv�d o� t�e �����din� Fr�day or if it �a1�s �n 5und��, it sha�� b� observed o� ��� fo�lowing ���da�, b� t� ��� e�p�o�ees wo�ki�� on workx�� �ay operat�ons. Em�X�yees wo��i�g cal��da� day opera�io�s w��� �o�sider ��e �a�en��r holida� a� t�� h�lida�. �x-�.�6 AB����I�TIO�S: �h�re�er the ab��e�i���ons d��i�e� here�� ��pear fn �on�ract �ocu��n�s, the inten� and�rn�an�n� sh�l� �e �s follows� AASHT� - ASC� T � �,W � A�S7.'M - AW�A - A�A 8� Asph. �,ve. �lv�. C� CL �z �,in. lb. MH i+�d 3C . ��,� Ar�erx�a� �ssoc���ion of M�D Statt Fiig�rwa�r T��risportati�n o���iciaX� A�n��rican Saci,��y of Civil Engine�rs In A���rdas�c� �ith AIR���CBtI ��G���� O� Testing �1a��ria�s A�tk�ricar� �'a�er �Torks As�o�i�tion Purke�i�a�, Stan�ards Assocfat�on �ly�raul�� Inst�tute - As�halt - Avenu� - 8���.e�arr] - ��s� I�on - �enter x,ir�� � �alvani.��d Iron - Li���,r or ��r����. - Pound - Manha�e - NicZ]Clri1l'1Rl - ��11�on G�llons Per l]�►y CFS � �t��i� �'oot per S�cvnd �1ri. - Mon�.- $ - R �- �.D, _ Ele�t.# F - � - Tn. - F�. _ � �. , w �Y - �Cd . � S 7� - L. F. � D . � . -� Mlit 1ltilLlRi Maflolithi� P�z'c�ntt�rn Radie�s �ns�3e Diam�ter 0.�. - Outsid� �i�rneter �leva��on Fah�r�nhe�� C�r�ti.grade �r�ch Foot St�e�t ��bic '�ar� Yard Sc�u�r� Y�rd Linear Fn��. �u�ti],� Ir�n �1��. { S } ���1.�7 C����� �R�E�: A"�hange Order" is a wr�tten supple��n�a� ag���ment �et�e�n th� Ow��r ��d t�� �o�t�ac�ar cavering s��e a�d�d or d�duct�d �t�m or f�at��� �hich ma� b� f�und ����ssary a�d w�ich was n�t specffi��lly xncl�d�d �n t�e s�a�e of the p��j��� an �hic� bi�s w��� su���tt��. Increase �n u�it �uan��ties stated in th� pro��sal ar� nat �h� sub}ec� m�tter o� ���a�g� Order u���s� t�e inc�ease or d���eas� is mo�e �han �58 of the a�o�nt �f the ��rti�u��r item �� ��ern� in th� oriqina� ���po���, A11 "Chang� Dr����* sh�ll �� �r���red b� the City from ����rmati�� as ��ce�sar� fur�i���d �y �he �on�r��tor. ���1_28 PAVE� ST����� A�D �L��YS: A pa�ed s�r��t or all�� shall be ��fin�d as a street or alley havx�g o�� o� �h� follawin� ��pes of wesri�g aur�ac�s �p�7�ed ov�r the nat�ra� unimp�ove� surfa�e; �. Any ty�e �f a��h�Xtic c�n�r�t� �ith o� w�thout s�pa�a�� b�s� ��t�ri��. 2. An� t�p� o� asphalt surfac� ����trn�n�, nat �n��uding an oil�� su�fa�e, with �r wi��o�t s�p�rate bas� mat���a�. 3. Brickr wxth or ���h�u� separate b�se m�terial. 4. �oncr�te, �ith or wxt��u� sep��at� bas� �ate��al. 5. �n� co��Y�a��o� nf the above. �1#3. �9 UAIPAV�D STF�EFT� OR AI�L�*��: Atl unp�v�{i S�1C��tt &�.���r �oad�ray or oth�r surface �� �rry area exc�pt those defxn�d �bo�re far '"Paved �treets and All��rs . " C]-�.30 ���'7� �TREETS: A city �tr��t i� �efi[��C� t�s ti�at ��ea i��tw�er� t�e �righ�-of-way 1in�s as th� str��t is ded�cat�d. C 1- � . 3 �. �OA �V�AY : paral��l lxnes two {�`1 �ee� �e�k o� ex�.s�s . �he �o�dway is c��f ir�e� as t�e ar�a i�etween (�'1 feet back of the c�r� lir��s or four the ave�'ag� et�c�� of p��r�rne�rt wh�r� nc� curi� �1-1.3� Gf�AV�L ��'R���`: 7� c�ravel s�ree� is any unpaved str�et �a whicY� has b�en add� on� �� tu�r� �p�].i�ations of �r�vel or air�� la� mat�ri.sl o�her ti�an tl�e na�u�a� ma�eriaX f��n� �n th� str�e� �u�`�'a�� ��€ore ar�y irnprov�rnent� w�,s made. �l-I {�1 S��T�ON � - �����AL ���DIT�O�S C�-� Y�T��PR�TATYO� 14t�� �I�E�ARATIO[� �F �����SA�, �L�C`�I��] �2�-� �NTERPR��'A7'��N ANU ��t�PARAT��� DF PRO�OSAL C�-�.Y �R�P05AL F4RM: Tt�e �wner wiXl furnish bidt3e�'� +��th p�o�osa�, form, whi�� wil� co��.ain �n itemized l�i�t of �h� z t�ms o� work �o he �o�e or mat�r f al� t� be �ur�tf shed �,nd upon whici� bi� �rices �re re���ste�. Th� �roposal for� +�il� st2►�e th� �x8�errs ^��era� un��rs�an�ing af ths pro�ec� tc� b� �o�n�leted, px�vx�� a�gace �or furnishing th� amouo� of b�d secu�ri��►, ar�� s�ate the ba�is for er�t�ring ir��o a�orm�1 cc�ri��'act. Th� Dvrner wi11 furnfsh faz�ns f�r the Bidde�r's *E�rp�rie��e Re�o��." ��Ec��xipmen� Schedule," ��n� "F�,r��t���al Statem�ntM" �Y1 0� r�hi��h rn�st �� p�ope�ly exe�u�ed �,nd �i��d �ti�h ��,e �rir�ctor of t�e �ity �?at�r ��part�ent �n� �reelc p�cioz to �he k�vur �ar oAen�r�� of bids. T1�� f�r��ncial statement required sha�1 have be�r� p�epa�re$ by �� indep�ndent �ertifie� �u�lic a��oun��r�� or ar� fn��penden�. pu���c accour��ar�t hol��ng a�rali� perm�� i�su�d by an _ a�pra�riat� s��t� �icer���r�g �ger�c�� �,r�r� ���11 ha�� �e�� so -� prepar�d as �o refl�ct the cu�rer�� �ai�ar���a� stat��. fi�is �tat,�mer�t rn�x�t b� �urr�r�t ar�c� no� mo�� thar� or�e ��. } year o�d . �r, th� case �ha� a biddir�g c�ate �al�� �t�thi.r� �he ��,m� a r�e�r �tatemerit is ��ing pr�p�r�dt th� �r�vious st��e�ent shalX be updat�d by prap�r ve��.f�c���on. Lic�s�it� �����.� in th� �moun� o� �en {1��1 perc�t�t of the estirnat�d proj��t cost wi�l �e requiretl. �'or an expe�r��n�e r��o�rd to b� �ons��er�d �o �� a���ptable �o� a r�i.��n p�o�ect # f t m�st ref l��t th� experierice o£ ti�e f i rm s�eltxr�g qx��lif �ca���n in woric of boti� t�� s�me nature �,r�ri mag�it�d� �s that o� ��e proje�t for wi�ic� bids are to �� r�c�ived, an� st�ch experier�ce must ha�v� be�n or� projects �omp�e��d not mor� tY��n five {5J years prior to th� dat� on +�hich ar� to be ���eived. �'he Director of the V�at�r 8�partrn�r�t shall �e sol� �udg� as to �h� ac��ptabi�ity of ercp�aei.�nc� f�r g�alif��atior� ta bid on any �ort r�or��i wa�er �?epsrt�er�t pro�ect. �h� p�ospectiv� b�.d��r shal� sch�d�l� ti�e �c�uipm�n� h� k��� avai�ab�e ��r �he pro�ect and �tate tha� �e wi].� �rer�� st�ch ��ditional �quiptnen� as m�y be r�quire� to ��1np�et� �he g�o��ct on �+k�ich h� �u�mt�s r� i�i.d. �Z-� .� �riTT�RPF�E`�ATIOt� O�` QUANT�'���5 : Th� quarltfties of worlt �nd mater�als ta t�� �urn�sh�d as m��r be �ist�d in the ��ro�os2�1 C�-2i1} forms or othe� ��rts �f eh� �on��a�t �o�urnents w�l� be co�sid�re� �� �Aroxx�at� ��1� and will b� �sed �os the purg��e of c omga�ing �ids �n � u��form basis. ��yment w�l� �� made to �he �o����ctor £or a��y th� actua3 quanti�i�s o� wor� �erfo�m�� �r ma�e�i��s f�r�ish�d �� strict acco�d�n�� �x�h ��e �o��r�ct Docu��nts ��d ��a�s. �h� quantities o# w��k to �e ��r�orrned ar�� r��t�ria�s to be fu��i.�t��d �a}� be ie�c�e�sed or decreas�d as h�r�ir�afte� provid��l� �ri�k�ou� in an�r wa}� intralidating �4�� uni� pri�es bid or �rsy o���r requir��en�� �f �t�e �ant�ra�c� �o��rn�nts, �2--�.3 E?�AC+�YNA'�'Ip�+I D�` �4N'S`RAC�' Db�UM�N'i`� Ai+ID ��'Y'� 0�' PRD3EC'I`: �i�ders a�e at3vise� tM�t tl�e �c�c�r�tra�t ���ur�ents ^n i i�e c��th the D�r�er s���� cons�itvte ��� o� the �.n�oa��rn�t�o�n �+hx�h th� O�rner wi�i �ur���t�. Al� a��ition�,l ir��or��ti�n �n� c��ta v�hich �he awz��� wzl� s�tpg�y �f��r �rontu�g��ior� t�£ �he fo,�mal cor�tract dacurn�r�ts sha�� be iss��d in �he ���rm of wri�ten add�nda an� shal�. k���ome p��t o� �he �ontract ����m�n�s ��st as th�uc�l� suc1� adder�c�a w�re actually written into th� ariginal �on��ac� Do�um�r��s. 8�c�d�rs ar� requir�d, �r�o� to �he �i.lir�� o� p�opo�al, ta rea� ar�d b��otr�� fami��ar wi.th th� Contr�ct Doc�sme�t�, to �is�� t�� �ite of �he p�ro���t ar�c3 �xam�r�� ca�re�ul�� 2��� local ��ndit�.a�s, to �.:�forrn therns�],v�s ��r t�h��r awr� �,s�d��ez�d�nt r�seaxci� ar�d in�r�stic�atio�st t�sts, borinc�R artd by such ot�er mearts as may h� n�c�ssar�r �� gain �t co�n����e J�r�owl��ge af t�� cond��ions whi.cl� w�I� h� en��ur�����d dux�tng t�e �anstructia�, �f th� pro��ct. The� mu�� judge for themselv�s tt�e di f f icultie� o£ �Y�� w�rk an� a�,], ��ter�di�r� �ir�urnstanc�� af�ectir�� �k�e c�s� of dair�g t�� T,vork or the tim� requ�recl �or its comp���.ip�r, a�td �k�tain all xnfor�ation r�q�ired to m�l€� �n x�t�l�ig�nt pra�osa�. [�o �.n�o�rrnatxor� gfven �� the D�trt�r �r arsy repres�ntativ� a� �he Owrrer ot�er t�an ti�at contain�d in tt�e �on��act �o��x��r��s at�t� off�,cx���� ��om��ga�e� adden�� ���re�o, shaY� �� bindirtg �pon t�►e �+�r�ex'. ��dd�rs sha�l rely ��cclusx�►�ly and sol�l� ugon tt�ei�c own �stim���s# ir�ves�igati.on, rese�rc�i{ test�, ��cplo�eat�on�, �nd ott��r data whi�l� a�'e r�ec�ssar�► €ar €ull �n� ��m�l��e �inf�rma�fon u�on +rrhict� t�� p���os�,]. is �o �� based. Tt is rn�tua��,y a�re�d t��t the �ubm�.ss�or� of a�ra�osa� is prima-�f��i� eviden�� tha� tt�e b�.dd�r� has roade �h� in�r��ti.g�t�ons� exami.nat�.o�s an� t�sts h�r�in required. �laims �or a�d�,t�iona�� �omp�nsation due to variatfo�� �etw�er� conditions a�tually �ncaur�ter�d irr constru��ion and �s fr�dicated in tM� �ontract Docur��nts wi�� not be allowed. The X�g� �� �oi� B�rings, if any, showing or� �h� pl�rts �re f�r ger�eral inforr�atian �nly and �a�r r�o� �� c�rr�ct. hlei�h�� �h� C��-2 ( 2 1 Own�r nar �he E�g�nee� guar�n��� ���t th� �ata s�o�� �� ��pr�s�n�etive o� conditzons w�i�h act�ally ��ist. C�-�.4 SUBMITTI�G OF PROPOSA�: �he Hi��e� sh��l su�mi� hx� pro��sal on �h� f�r� furriished by the �wn�x. Ai� blank s�ac�s �ppl���b�� to �he projec� co��ained i� �he �orrn shal� �� �v��e�t1y f���e� in and th� ���d�r shall sta�� �h� gri��s, written �n ��� i� ba�h ��rd� a�d �um�ral�t �o� w��ch h� pro����s �o d4 the �ark �ont�m�iated or �urni�he the m�t���a�s r�quir��. A�l s��� �ri��s shai� he written L�gz�l�. �� c�s� of discre���c� ��twe�n th� p�ic� written in wor�s a�d the �ri�� written in num�rals, the pri�� mos� �dva�w��e��s �o th� �i�y shall gove�n. I� a p��posal is su�mitt�d by �� i���vidualt �i� o� her na�e mus� be ��g�ed b� �irn (her} o� Ais �h�r1 dul� aut�o��aed ag�n�. �f a prop�sa� is s�bmit��d �y � f�rrnt asso���t�o�, nr p�rttt�ershi�, �h� name ar,d �ddre�� of �a�t� ��m�er m�s� be giv�n, �z�d the pr��osa2 rnus� be sigr�ed by a rnernb�r of th� fi��, ��so�ia�i�n, or partr��rsh�.p, or !�y a persos� �d��y ��tha���ed. �f a �roposal �s �ubmit�e� by� a �om�ar�� or c�rpo��ti�n, th� �corng�r�}� ar carporat� rra�� �n� �usfr���s a��r�ss m��t �� given, a�rd th� proposal si�n�d �y an off��i�l or dul}� aut�orxxed age�t. The cor'�ar�t� s�al rnust �e af f ix�d . -- ���r�� �# �ltt�rr��y at�thorixxng �c�e��s or others t� s�c�� prvpo�a� �nu�t ta� ��op��l� ��r�����d an� must be �r� writing a�nd sui��i�.ted wzt� �t�� ��opos�l. C�-�.5 R��ECTZOi� �F �R�p��AL�: ����posals xr�a}� �� re��cted if �h�y show �n� alt�ration of words �� fic�u�r��, �ddi#.�on� [��t ���Yr�d �o�c� COf1�1t101'181 �r un����e� for a��erna�.e �i.�s� in�omp�et� biris, �rasur�s� or i�regul�ar�.ti.es o� any i�ind, �r �or�tafn �n�a�anc� v��u� of an}� items. Prvpo��l. t�nd���d ��e d�livered after the o��ici.�l tirn� d��ignated for rece�p� �� praposal sh�J.� b� r�turr�ed to the Bidc3�r e�n���n��. ����.6 B�� SECURZTY: No pro�osal, wi].1 b� cor�s�.d��'ed �nl�s� i� i.s acc�znpani�d by a"P���osal ��ct�rity* of th� �l��r��te�` a�d tr� t�� a�ot�n� indica�ed ir� �he "Noti�e �o Hidder�` �,nd �he "Pro�osal." The Birl �e�u�ei�y is req�ired b�► �h� �wr�e�r as ��ri�e�ce of good f�ith on t�re �art of ��� 8�dde�, anc� b}� wa}� o� a g�aran�� tY�at if awar��d the �nrt�r�,c�t �i�� SY���r w�Y1 �r�tl�in the ��qui��d �im� exec��� � �o�ma1 �ot�tract ar�d �urnish the requir�d ��rform�n�� and oth�r bortc�s. �`�� bi� se�urity of the t�r�� �ow�st �idd�rs wi�� �� r�taine� v�r��il the c�ntr��t �s �warded or othe� di��s�s�tian is ma�� the�reo�. The b.�c3 �ecr��i��r of ai� ath�� bit����� m�,y be return�d pror�p��}► ��te� th� can�t��� of �ids. �- ��-2f�} � '. . ��-2.7 D��IV�RY 0� ���P05AL: �o pr�posal w��� be c��sider�d unles� �� i� deliv�r��, a��ompa�x�d �� its g��p�r �id 6e��rity, to �he �it� Ma�ager or his r����sen��t�ve �n th� offici�l plac� �f �usines� as �et f�r�h i� �h� +Hpt��e to Bi�de��.* �t i� ��e Bidder'� sole responsib�l�ty ta de�iv�� �he ��o�o��l �� th� pr�per time �o �he pro�er place. T�� mere �act �h�t a p�o�os�l �as dispa���e� wiXl no� b� consid�ra�. ��e Bid�er m�s� ha�e the p�a�asal act�ally d�li��r�d. �a�h p��posa� s�all b� ifl a sea�e� e����ope pla��ly ������ wit� th� wor� "PR�PO�AL," �nd the name or d�sc�iptia� o� �h� pro�ect as d�sfgnated �n th� ��ot�ce to ���d�zs." The �n�e�ap� �hal� �e addre�s�d �� ��e �ity Manager� �ity eall, ���t �or�ht �e�a�. ��-�.B ��T�DRA��NG PROPO�AL�: Pro�os�ls ��tual]� �ile� wit� �he �i�y Manage� ca�no� �e ���hdra�n pri�r �o th� tirne ��t for open�ng propasa��. A r�q�es� for non-cons�deza�ian o� a pr�posal �u�t be rnade in �ri��ng, add�essed to t�� Cx�y �anag e� , and �� led wit� hirn pr f o� �o ��� time set for t�� ope�xng of prop�sals. A�t�r aYl pro�os��s not req�ested for na�-�ons��deration a�e �p�ned ar�d pu�]icly re�t� �►��u�3t the proposals t'or whi.�h non�c�nsidera�io�r r�qu�sts have b��r� prop�r�y filed �a , at th� �ption of th� Owr�e�, b� re��rn�d unopenec�_ ��-2.9 T��E�FtA�F�iIC MO�T�F��ATI4� QF' P�OPD�AI,S: Afly bidd�� may mc�ciify his ��e��v�a� t�y �e��qraphi.� commun�ca�xvn �t an� time priar to the �im� set �or op�r��.r�g p�ropo�sl�rt �ro�r�d�d su�}� t�leg���hi� ��r�m�rri�at�.on �� rec�i�r�d by the �ity Manager p�a.o� �o k�s� sai� propbs�,l op�ning time, and pr�vic�e� f�art�er, �t�at �.he �ity M�n�c�e� �.s sa�z��ied �3��t a�r�ritten an� du,�y autt��n�i��ted confirmat�ot� of �u�h ���egr�pi�ic commur�icatior� over �h� signa�u�� of the �idd�r w�s rn�il�d prior to tt�e �ropos�� op�ni�g tirne. If suc� canfir�a�ion is not r�c�xv�d �riti�in �orty-��gh� (�B� ho�trs aft�r ti�� proposal op�r�ir�c� �.im�, t�� fur�he�r cor�s�id���t�on will be qiven t� the pro�osal, C�-� . i� PUB�I� ���[��NG �� PR����A�.: Propasais whi,ctr t�ave t���n prop�r�y ����d and f��r whi�k� r�� "t�on-consitl��r�t�i�n R�qu�st" ��s b�en r�c�i�►ed wil� be puhli.cly ope��t3 a�n� ���� ���ud by �he �i.t}► I��nar��r or hi.s aut�ivr�,a�d r�g�'�set�t�tStre �t �h� tim� and pl��� ind�c��ed in the '��loti�� to Hidde�s." A�1 prop�sals ��i�Y� Ytave be�r� op�rt�d ar�d read wi 11 rema i n c�n f i�� wi th th� Owne� ur�ti �. �i�e �vr��r��t has ��en awar��d. Eidd�rs a� thezr �,�tht�ri��d r�g�reses���ti�res ar� in�rited to b� �r�sent fo� ��� o�er��ng of ���s, C�-�.]� �RF����JLA4i P��PDSA.S�S: Pr�posals shal�, be �or�si.de��d �s �einc� "Tr�r�c�u�a�'" �f �h��€ shaw an� omi.��i.oe�s� altezatYor�s of fnrm, at�d�.��.ons# or c�nditior�� r�ot c�L��d fo�� �nauthorix�d a�ternat� t�i�s, �� irr��ularitz�s o� any kinc�. �ic�w�ver, the ����{4} � �wner r�ser�r�s th� right to �ai�v� an}► �r�d ��.1 �rregulariti�� and �o ma�Ce t1�e a�aarc� a� tY�e �ontrac� Go th� bes� interest of th,� �i��t. Tende�f!�g ��roposa� af�er �1�e �losing i��ur is �n �rreg��arity w�r�c�h ca�r�o� b� wai�ed. ��-�. �2 DI�Q�J]�LIFI��Ti�I� �� B��D�R�: Ei�c�ers �n�y be disqual��x�d and th�ir praposals n�t� ca�sid�r�� for ar,y o�, but nat ii�it�d to� th� fo�lowinq re��o�: �. R������ �o�r ��lie�rir�g that call��ior� exiats ��norr� bic��e�s . b, Reasonabi� gr���ds for ��l���ing t�at �nyr bidder is ir�terest�d in nnor� th�� �,ne �roposal for work cont��n�l�t�d. c. Th� �idde�' b�inc� in�.ereste� in �n}► lxtic��tfon ac�ainst the Owner or �+h��`� th� O�rner r�a}+ h�t�e a �3.aim agair�s� or �� er�g�ged in �itigation agaix��t ��e �idder. d. '�he b�dd�,r b�in� t�r arrears �n ar�� �xisting cor�tract c�r havi ng �ef au��ed an a�rev�ious �otr�r��� . �. �'h� bid��r ha�rin� p�rf�rr��d � grio� �ont��►ct in an unsat�sf��to��► �►ar�ner . f. �.ack of comp��er��y as r�tt��l�d by the fir��r�cia� - . �t�2�t2r��r,t, �xp�ri�n�� r�cord, �quipmen� ���edu�,�, � and �uc� �.r��ui.ri�s as ��e ��rr�er rna� ��e �it to ��k�. g. Lin�omp��t�d �vork wh�ch, it� �he jndgrnent �f �he Own�r, wil� pre�r�nt or hir�d�r tt�� promp� completion of additxonal wark if �ward�d. h. Th� �id��r not �'i�.�ng wi.th tY�� �wn�r, or�� �teek �n advar��e o� t}�e hour of t�e vg�nfr�g of p��g�s��s the �ollowir�g : �. �'i.nancial Stat�m��t sh��in� �he �irtar�cial conditator� of t�,� h�,dd�r as s��c�.fied in ��rt "A" - Spe�ial �rrstruct�i.ons. �. A curr�rtt experi��c� �ecor� s�row�ng �spe���ll]+ t�e proj�cts o� a na�ure simi�.ar to tt�e or�e ur,de� con�ider�t�on, �+h��� have �e�n s�access��lly cor����ted b]� the �ic�d�r . 3. An eq��p�ent sci�ed��e s�xowing th� equipmer�� th� h�d8e�' has a�xail�b�� fo� us� �n the �ro�ec�. The Sid P�o�o��� �� � bic�c��r wh�, in th� �udgm��tt o� �he E�ngx�n�er{ i� �1$c�'U$Y1�1�� uz��er t�� requirel�ents stat�d h�re�n, �hall b� set aside ��c� r�ot �p�n�d. � � �F� �G �.0 � � / � PAR"Y' � � �E?�ERAT� ���DITIp?�� C3-� A�AR� J41�� EKE�EJTI�h' QF DOC[IM.�k�TS SECT�Oh] C3-�3 A��RD A�D E}CE�UT��N 0�` bO�UM�NT�: C3-3.1 �Qt��I��RATIO� ��' P�0�0�]4i�S� A�ter gropa�al� t�a�� �een op�r��d ar�ri rea� a�o�di the p�copasa�s w�l� �e tabu�a�ec� or� the ��sis of t�e c�u�te� pric�s, th� q�an�i.tfes s�own ,�n �.he garaposal, a�nd tt�� ap�lica�ion o� such form�l�� or o�.h��r m�thod� of brinc�ing it��rns to a cora�or� ba�xs as ma� k�e est��3��.isl��d in t�e �ontra�t �act��en�s. Th� t�t�� obtair��� #� ta�Cing th� sum of �he �ro3ucts o� �tnit �rices quote� and ��e estx�m��.�d a��ar�titi�s p�us ar�y 1urn� st�m x��ms and su�� �th�� qu�t�d arr�oun�s as may enter int� the �os� o� t�ie corct��et�d pro�ect +�til� �� �onsid�r�d as th� amount of ��� hid. Ur�til t3�e awa�d of t�t� �on#.r�,ct is ma�e �y �he O�+r�er, the rigi�t wi�� be a�eserv�� �o reject any or al� pro�os��s ar�d : t wa�ve tect��:��a�.iti�s, �o re�advex'ti�� for r��vr p�o��sals, or to -� p�ra���d with th� wo�rl� ir� any manr��r as mayb� �onsider�d ��� t�t� ��st int�z'�st of �.h� Own�r. �3�3 . � �iI�ORITY SU��I�iESS E�i�'�RPFtI�E�4�?OI�Ei��O�t�E� B[�S�l�1��� Ei�TEiiPi���E ��MPLIA�1�E= Cor�����tor agr�es t� pro�id� t� O�+n�r, �s�o€� ��q��st, �ompl�te �►r�d accura�e �nforrnatio� �`ega�c�ing a�t�a� wo�k pe�forr��d b�► � Minorit�► B��iness Ent��[��i�� {MBE) �r�3 or � � Worn�,n�awn�c� �usin�ss Errt�erpr�s� {WHE1 on ��e corrtr�c� �nd th� pay�en� the�efor. C�r��ra�to� fux��e�r agr�es, upo� areq�est �y �+��er, ta allo� �r�� at�d�t �nd�or an �xamir�a�ion a£ a�y boolcs, r���rds, ar fiX�s in t�e po�s�ssion of �or��r�►��ar that wi3.1 �ubstantiate th� ��tual wo�k p�x�orm�� b�► �.h� MH� o� WB�. An� rnat��i.al tnisrepr�senta��ion of any nat�re wi].� �e ��our�ds fo� te�erni�akion of th� cor�trac� ar�t� �or �ni����i�g ar�� ��tion un��r appro�riat� �ed�ra�� state or �o�sl 1aw� ar�d ordir�ar���s ��latxr�g to �aise s���e[�er�ts; �urtherr �t��+ �uch mis�representat,�ori may be gteound� �or disc�uala.fi,c�tior� of ��t��ra��ot` at Owner's discr�tior� �o� �id�ing on futr��� �or►�ra��s with #.�e Qw�er �or a p��iod o� �xroe o� �at le�s than six (f} montl�s. �3-3.3 �QUAi. £M�L�'1M�i�T F�OVISI0�15: Th� �or�tractor shaX� coz�pl�t w��h Curr�nC �ity �xt�i��n�� p�ohi.b��ing dis�riminati.or� �� emp�.a�r��nt ��ea�ti��s. - ,y �� �J-� �1 � T�e Co�tra�to� sh�X� post the re�uzr�d �ot��� ta tha� �i��ct o� th� pro��ct ��te, andf at h�s r�q��s�, ���1 �e �rvvided asszsta��� by t�� C��� o� �ort �ar�h's Eq�al Em��oyme�t O���c�r whv �ill refer any qua�ifie� �ppYica�t he may have on fi�� in his office to th� �o�tra�t�r. A�pro�riate n�t�c�s ma� b� �c�urre� fr�m the Equal �mp�o�m��� Office�. �3-3,4 WX��A���AL �� PR��4�ALS: Af��r � pr���sal has b��n �ead b� the Owner ���nn�t b� with��awn �� the Hidd�� wkthin for�y���v� (45} days after the �a�� on �h�ch �h� propa�al� wer� o�e��d. C3-�.5 ��A�� �� �O���ACT: T�� Owne� re�erv�s �h� r�ght �� wi�hho�d�i�a1 acti�n nn ��� gro�osa�� for a�easanabl� tfiner not �o �x���d �orty�fi�� �45? days ��t�� �he date pf op��i�g �rop�sals, an� �n no e�e�t �x11 an aw��d be �ad� unt�l a�ter in��$�igat�ons have been rna�� as t� th� res��ns��f�ity o� the propo��� aw��d�e. The awar� of th� c�ntra�tt x� an ��ar� �� made, w��� �� ta the l�w��t and �est r�sp��s�ble bid��r. Th� ��a�� �� �h� �ontra�t s�alY not bacoare �f��c��v� until th� p���r h�s not�f�ed th� Ca�tr���or xn writing �f ���h award. C3-3.6 �ETUR� OF �RpF���L,�E�URITI��: As soon �� p�a�ose� pri�e �ota�s have ���n dete�roin�d �or ��rn�a�i�o� �� b��sx the Ow�e� ma�� at its discr�eiont return t�� ��oposa� se�ur��y w�ich a�c�mp�ni�� the proposal� wh�ch, in i�s ��dgm��t, ��u�d not h� co�s��er�� �o� th� aw�r�. All ot�er �ro��sal secu�x��e�� usua��y th�s� o� the th��� �,owest biddera, �f1I be re�ain�d �� th� D�ner u���l the req�i�ed cont���t h�s b��n exe��t�� an� b��d �urnis��d or t�� O�n�� r�as ot�erw��� ��sgosed af th� �idsr af�er wh�ch �h�� wxll be ret�rne� b� t�� C�ty S�creta�y. ����.7 �O�D�a ��t� t�� ��ec�tio� and deYiver� of the �on�r��� Uoc���nts, th� �ontra��a� shall furn�sh �o, an� €i�� w�th th� 0►�ner ir� tl�� a�tot�nts her��n r�quired, th� fol�owit�g k�vnds: a. PEI�FOR�fAi��� BOND: A goad �nc� su��icier�� - pe�formart�� bor�8 �r� an amot�n� r�o� les� thar� 100 percent �f tk�� am�unt of �h� �or�tract� �s cvi�encec� Y�}� the proposal �al�ulati�n vr o�.tterwis�, c�u�r�n��ei�q �he �t��l an� farti�tEul exe�uti.�n o.� ttte wark an� perf��rn�t�c� o� th� �or��ra�t, �nd �or �he p�otecti.on o� t�e pwr►�r a�d a�i oth��e persor,s ac�a�t��t d�m�,ge ��r reasor� of ��glic��r�ce o� �he �ontra�tor, or �mproper e�cecu�i�r� of t�� work �r th� �se of inferi�� mat�ria�s.. Th�s p�rf�rmar�c� C3-� (�l � �or�d sh��,� g�xar�,nte� ��e �a��en� for �J.1 �abor, materia��� equipment, sts�p�i��, and s�rv��e� us�d �n the con�truct�ot� of �h� +�oa��C, and sha�� r�rnai.n in f�l� forc� ar�d eff�ct untiX �rot�isions as �t�o�� s�ipula��d are ac�or�p�ish�� �,nd fina� paym�nt �,s r�ade on �h� �r����t hy th� �i�y. b. M��NT£t�AI��E BDI�D: A good �r�[� su���i�ient rnak�ter�an�e b�nd, fin t�� az�ount of t�ot �ess thar� ��� p��ce��. o� �he amo�snt af �3�� con�r�ct�, as evid�ncec� b�► t��e ��roposaY tab���t�ior� or otherwis�, gu�arante�ing th� ��`o�p�, fv,�l and �aith�ul p�r�4a�an�� af th� g�r�era� gu�,ra�ty which is s�t �ortF� �n p�r�gr��h �8-8.30. f"�, � �. P]4Y�SE�T H�N�: A govd a�nt3 s�t��i.cier�t p�yrne�t b�r�d, in an amount r�a� le�s than ��}� �e�cce�t a� t�� a�mount of the cor�tra�t� a� ��ridenc�d ��r �he pro�osal t��ulatf�n or otherw�se, gt�ar�n�e�i.r�q th� prompt� f�X1 and f�ithfu� payrner�t of �X]. ���im�r�t� �s d�fin�d ir� Ax't��Ye ��60, l��v�sed �ivi� Statut�s of T�xas, 142�, as a�ez�ded by House 8i11 344 �Ict� �6th Legis���u�e, Ft�g�lar �e�s�on� Y959, ei�ectiv� April 27, 1959� anc�lo� the lates� v�rsian thereof, sup�ly�rtg ��bor �nc3 mat�ri�ls �r� tl�e p�os�cution of t�e worit �rov�.ded �vx �r� �.l�e con��a�t beir,g construtt�d �nd�r the�e specifications. �aymer�� Bo�d sY�al]. r�main in fo�c� un��i al� paymer�ts as above sta.p�tla�ed a�� made. d. DTAER BOND�: �uch othet boz��s as rna�► be rec�uire�3 b}► th��� �c�n��e��t �ocu�ents shail b� �u�ni�hed b� tl�� Cont�ra���x . �� t�o ���r�ties wi1� be ac��pt�� ��r t�k�e D�rr�e�r wh�c�r a�ce �t the tim� �n d�fau�.t or delinq�e�t �r� any bor��s c�r whi�?� ar� i.rx�e�rested in �n� ],itic�at#an �,g��Lns#� �I�� o+�n�r. J411 �ond� sha�.J. k�e m��� on �h� farrt�s f�xrr�ished b� t�,� �wr�er an8 shall be ex���t�d b� a�r approved surety �ompar�y �oin� �usin�ss xr� th� �ity of Fort Flarth, �'�xas, an� which is acceptab�e to �h� owt�ar. In ozder �� be acceptab��� �h� r�ame af ��i� surety ��a�]. b� ��r�].ud�d ar� t�� �urr�n� U.S. �r�a�ur� list of acc���able st�xe�.ies, and tl�� amount of �orrd wri�t�n b� any one accepta�le cr���a�n�► shall r�o� �xc���i ��� ar�c�r�r�� si�awn on th� Treast�ry �i�t �or tk�at cornp�ny. ���h i�or�d sl��Yl b� proper��► executed by both the �ont�ac�or a,�d �uz`e�y Company. Shoul� �n y surety on the can��ac� b� d�t�rmi�x�d unsat�������r� $t an�r t�i�e by the Own�r, r�oti�� +��11 �� giv�r� �he Contractor to tha� e�fe�t 2�nd �h� �ontra�tor sha�� irom�d�iat��y provide a C3-� (3} ��� sz�r�ty �a��s��ctory to t�� D+���r. t�o payment wi�� be made u�rler �h� �antr�ct u�t�l �h� n�w s�t�'ety or su�etzes, �s ���uir�d, h�,�t� qua2�.�z�d and hav� �een accept��3 by �he pwner. The cor�tr,�t shaLl na�. b� op�ra�i�r� nor +ai],� any pa�ment� be due or �aid. untii appro�r�1 of th� �orid� t��r ��e Owner. C3--3.8 �}C��[1TIDN 0�' CQl�TF��4�T: ��.�hi� �en (10) days aft�r �t�� Dwne� ha,s b�r apgrogr��,te r�so�utx�nx ox' o���rwise� awarded �he �on��ra��, the �ont��►�tor sha].� �x���te �nd fi3e with the Own�r �h� �or�tract ant� �uc� bonds as m�y be required f� th� ��ntra�t Documer�ts . No cont�act shall i�e ��,t�d�ng �p�n �4te vwne� �ntil �. = r�as b?�rt a���sted by �he �ity �ec��tary', �PPr�ved as �c� fo�'m and legali,�}► �y th� �i�.� A��orn�y� and ���cuted for t�e Owner by �xth�r ��� Ma�€c�r or City Manager. C3-�. $ FATLU�E "�0 EX�CU�'� �OT��'RA��: Th� failtilre �� the Awar��� to �xec�t� tl�e reg�air�c� ban� or bonds o� �o �i�rt th� ���uir�d c������� wi thi.n ter� (�Q ) c�ays a�ft���r the �or�t�`act i.s ��arded sha�l� b� cons�d��red by the owner a� ari abz�ndonm�nt o� i�is propo�al f�nd th� Owne� rna}� a�nnuZ �k�� Aw�,�rl. 8� rea��r� v� ��e ur�certair�ty of the market prices of materia] ar�d labor, ar�d i.� being i�g�r��ti�able an� difficult to accu�`a��ly d�termine the ar�ount a� damages occvrir�g ta ��i� Ow�r�r by �rea�or� of said awa�`d��'s P�iiure to execute sai.d i��r��3s and �or�tract w�t��ir� te� �10� c���►s, t�he ����osa� s��uaei��r a�c�mpaz�y�r�g th� propo�a� ��a1� be th� �c�re��3 amourit of darnac�es �thi�h Dwn�� s�iXX suff�r �y r�aaon of sucM fai.l�re or� th� �ar� �f the Awar��e and �hal� ther�upor� immec�xat�ly be for�eited to t�e Own��. The fi�ing o� a pruposai wi11 �� �onsider�� as �t� �c��p��n�e o� t��s provis�an b}� th� Ex���r. �3�3.]� ��:GIi�Ni�� W�R�K: �he �or��xa�ctox sh�].� n�t �ommen�e wo�rlc �ntil a�th��i�e� in wr�tirrg to do so b� th� Owner . �l�ould th� �or�t�a��v� fa�l to ��m�tenc� wor�€ a� t�,e site o� th� p�ro�ec� wit�i�n t�� �im� sti�ul,ate� in ti�e wr��tez� autho�i��tian usu��.l�y tetrned the "Woric Ord�r"' �r "Froce�� Orde�'" � it is �qr�ed �ha� th� 5ure�y �orrrp�ny w i 11 , wx t h i� ten I1�� rlays afi�er th� cor�m�ra��mer�t c�a�� �et fort?� kn su�Y� x,tritter� autht�ri�at�on, commen�� kr�e p��s�ca� e�te�ution �f �i�� cos�#.r�,��. �3-3.1� ���URA���� T�t� Contra�tor �ha2� e��t commence wo�k un��r this contract unti� h� �,�� ��t�ined ��� th� ir,surarr�e rec��six��d �n�er th� �or�trac� Docum�r�ts� an� such i.nsuranc� h�� be�n ap�rov'ed by t�h� Dwne�r. Th� prim� C�ntra�to�r sha1l �� resp�r��ib�.� for d��i�rerir�g to the �wner �h� �ub-conk�a�tars' C3--3 � 4 3 ��rtificak� of insuran�e for ap�ro�a�. The pr�m� cantra�t�r shall t�dicate �n ��� c��tificate of ins���n�e �n��u�e� in ��� �o�u���ts for e�ecution whet��� �r �ot his ifls��an�e �o��rs ��b-co�t�a�tor�. �t is the �n�e�t�o� o� th� Ownes �hat ��� ins�r�n�e �o�erage �equi��d h�rei� sha�� i��Iu�� the coverage of all sub-cant��ctars. a. �OM��N�ATi�N INSU�ANC�: T�e Ca�tta�tor sha�� maintain, dur�ng t�� 1i�� o� th�s �o��ra��, W�rk�rs' ��m��qsatfo� Insur�n�e on ��1 0� �fs ����o�ees �o be engag�d in �a�� on th� projec� un��� �h�s �o�t�act, and fo� a11 ���•�ontr�ctors. �n �ase a�y �la�� of �mploy�e� enga��� �n h a�ar�a�s �ork o� �he �roj�ct under t��s co�t�a�t is n�� �ra��c�ed u�d�� ��� �a��ers' �o�p�nsa�i�� ��atut�, the �on�ra�tar shall pro��d� ��equat� emp�oy�r's g���ra� I�a�i3ity i�sur���e f�r t�e Qrat���i�� of �uch �f hfs �mp�oy��s no� so ����e�t�d. b. �QM�RE�ENSIVE G���RAL LTA�iLI�Y I��������; ��e �ont�actar shal� �ro�ure and sh�Y� m�intain durinq t�e Iife af �his con�r��� �ontractor's Co�p��h�nsiu� ��n�ral Liab���t� I�suran�e iP�bl�c Liabili�� and �rog�rty pam�ge Insur�nc�} in ari ��vu�� n�t l�s� than �500�0�0 �aver�ng each occurr�n�� o� account of �odi�� i�jury� includ�nq d�at�� a�� �n a� amo��t no� less tha� �50�,��0 c�verin� �a�h occurren�� on ��count of proper�� d�m�qe with $�,OQ�rbO� ��br�lla g�licy ��v��age. c. ADDTT�O�AL LIABI��T�: The �oritractor ��8�1 furnish ��sura�c� a� s��arate p��i�i�s o� b� a��itiona� e�dor�eme�� to o�� of �he above-m�ntion�d po�icies* and i� t�e amount �� �et fort� €or ��bli� �i�����t� ��d praperty damage� the fo�. �.ovri�a� i�sur�,n��: 1. �or�ti.ng�ent I.iability i�o�rers �erre�al �ontractor'� Li�t��.lfty fvr �,�ts of su�-�or�tractors�. �. �last�f�gr prio� to any blast�,rxq being do��. 3. �ollapse of bui�dinc�s or s�ructures 2�d�acent to ex�avation {if e�c�v�tYor�s are to be �er�orm�d ad�a�e�r� to samel. 4. ���a�g� �o und�rgro�nd uti7,i�.i�� �o� �50�,0�0. �� G3-3 (51 5. Suilder's ���� {whe�� abo�e-c�rau�d �tructures �r� i�vo�ve�?. �. Co��ra���a� Li�bi�ity {�ov��s a�� �n��mn��ication re�u��em�nts of �o�t�a��). d. AUTO�QSILE INSU�A��� -�ODIL� ���URY A�D PROPE�T� �A�A�E: The Contrac��r �h�l� pra��re an� �axntainr �uri�g th� 1��� of thfs �ontrac�� ��rogr���n�xve �utomobxl� ���bi�i�� �nsurance i� an arnau�t npt �e�s t�a� ��5�,��U for injuri�s i��ludi�g ac�id�ntal de��h to a�y o�� p��s�� ��d sub���t �o th� same lxrn�� fo� ea�h p�rso� a� amou�t �o� Yess than $�00�000 on accoun� of o�� �ccide�t, an� a�tomobil� grop�rt� �arn�g� i�suranc� f� a� arnaunt �ot less than $1�Or�QU. e. �COP� �� ��SURA�CE AN� SFECIAL AAZA��: Th� �sur�nce requir�d �nder th� abo�e pare�r��h� shali p���id� ad�q�ate p�at�c�io� �o� �he C�ntractor ari� h�s �ub�ca�t�actors, ���p��tive�y, agai�st damag� clazms which m�y ��is� frnm o�exatzo�s u���� �his ��ntr�ct, �he���r su�� ap�ratxons b� b� th� insured �r by anyon� �Yr�ct�� o� indi�e���y employed b� hi�, a�d �lso agakn�t a�� o� �he f���o�ing sp��ia� .. ha�ards ���c� ��y be e�count�r�d in �h� per£�r�ance p$ t�� ���tr�ct. f. PROO� �F ��RRIA�E OF IN�URA��E: Th� ����r�c��r sha�.�. f�rnisl� th� Own�r with �at�i�f��tor�r pro�f of cove��ge b� insuran�� required in t�ies� �orrtra�t �o�umert�s in amour�t� and l�� �arriers satfsfa�t��x}� �o ��e bwner. {��m�Xe at�acw�ed.1 All ir�surar�c� ret��irem�nt� �a3e upon t�� �or��ra�tor shall a�p�Y to �.h� sub-cor���'a�torx �hou�d th� Prime �antract�r's insur�nc� nat co�er tt�e su1�-��n�rac���'s w�rk v�erations, g. LD�AL A�ENT FOR Il��UF��1�l�E J�NII �ONDTN�; Th� ns sur��x�e and bon�ing �o�t�a:�ies wi�h whom the �ontra�tor's ir�s�rar�ce ��d perforrnance, ��,}�r�ent, ma���enanc� ��� a11 s��h oth�r bonr�s ar� written �h�X� be ���reserit�d by an ag�r�t ��r agents t�avir�g �rr o�fa.�� �ocatec3 withi.r� the c�it� Ximi.�.� o� �he C3-3 i6l �i�y of �o�� Wo�th, ��rr�nt �o��ty, Texas. Each s�cri a��nt sha�1 �e ��uly q�a�ifie�� a�� �gon wh�� ser�ic� �f pr���ss rnay be had, ��d ���t �av� a�tho�i�� and powe� to act o� �e��lf of the �ns�rance a�d�or bon�ing cornpany to negotia�� ��� s�ttle wit� ��e �it� of Fo�t Worth� o� an� vth�r ���im�ntr a�y cla�ms ���� �he C�t� of ��rt �or�h or ��h�r c�a�mant or s�� p�op�rt� o�n�r w�o ha� b�en dsma�ed, may h�v� �g��ns� the �on�racto�, �nsur�n��, and�or bo�d�ng compan�. xf th� loca� insu��n�e represe��a�iv� �� �o� �o �mpow�r�d �y ��e ��s�ran�� or bonding �o����ie�r �h�� ���h �ut�orit� �us� be v�st�d in a loc�� ����� or ��airns of�ic�� r�sidi�g in th� Me��opX�x, the F��t Worth-DaYlas �r�a. The narne of the agent o� �q��ts sha�i be s�t £o�t� o� a�l o� such bonds �nd �ertificat�s o� in�ur�nce. �3�3.12 ���T�A�TOR'S O�L��A��DN�: �n�er �he �o�tra��, the ��n�ra��o� sh�l� �ay �or all m�t�rialsf �abor a�d serv��e� �h�� du�. �3-�.13 WEE�L� �A��DLL: � certi�ie� �op� o� ��ch pa�r��� ;. cov�r��g gaym��t o� wages �o ��1 ���s�n �ngaged i� wo�k o� the #� p���ect at t�� s�te o� kh� p�o���� s�a�l be �urnished �o t�� �w�e�`s r�prese�tat��e within sev�n {7} da�s a�tez �h� ���se of �ach payzo�� �erxod. ��opy or copi�s of th� app�icab�e �inimum �age r�tes as s�� forth in the �on�ra�t �o����n�s s�all be �e�t past�d �� ��o�spicuaus glace at �he s�te of �h� p�oje�� at a�� ���e� d�rin� the cou�s� of t�e �o�tx�c�. �opies o� ti�� �ac�e ra��s �ri�� b� furnis�e� th� �o�x�x�►�eo�, b� tt�e �wn�r; however, postin� �n� pro��ction of the �ra,ge �ra�es shall be t��e responsfbi��t�► o£ the �ontrac�o�e. �3-3.14 C�NTRA�TO�t'� ���]T�ICT ADM�N�S�'RAT�ON: ]4r�� C�n�ra�tpr, wh�tk��r a pe�sor�r �ersons, partn���l�ip, �omp�ny, f ir�, ass�c����on, c�rparaki�n or oth�r wl�o i.s app�av��d to do 4�u��nes� �ith and �n�ers in�o a con#.ract v��t�h �1�� �ity for coristru��ian of wa�e� a�d/or san�.ta�y sev�e� f��iJ.iti�s, will h��te �r sha�l ��ta3��ist� a�ull� op�x'�tzor��Y t�usir�ess aff�c� wi�hin �h� For� i�orth-�alias me�.ropol.i�an ar�a. fih� �or�tr��t�r �hal� charge, �elec�ate, o�e ass�.g� thx� offic� Lor h� ma�► deleg�3�e hi.s Proje�t ��gerin��nd�r��l wi�.h fu�� a��har�.t�r �o �rar�sa�� �lI ���ines� act��r�s r��t��red ir� the performar�c� o£ th� �ontx'��t. '�k�is �ocal auth��ri��+ �#�z�1]. h� made z'��pox�sib�e to s�� for th� �or�tracto�r �.n a�J. ma�t�zs p�rtaining t� ��,� �ork g�vernec� b� �h� �v�tract whethe�r xt �� aclminkst�rati.ve or o�h���a�se ,�nd as suc� sY�a11 be empoweredt t�t�s ���egate� ar�d r�irec��d, �a �e*t�le �].l. mat��ia�, labar ar ' ° ot�r�r �xpen�itur�s, alI cla�m� ��ains� the wor�€ or an�r ather � C3-3 {7� ma���� ass�ci��ed ��ch as mai�t��nx�g a��qua�e �n� appr��ri��e in�uranc� or security co��rag� �or the proje��_ �u�h lo��l aut�or�ty �o� administr�tiqn o� t�� �ork �n3er the �ontra�� shal� be �a�n�a�ned u�til al� �us�n�ss transactions �xe��t�� �s part of ��� �����act a�� comp��t�. �hould �he �on�xa�to�'s principal bas� pf operatio�s b� �ther �h�n in �h� Fvrt wo�t����11as �etrop�li�a� area� �otifica��on o� th� �o�t��c�o�'s ass�g�men� �� �ocal su�hn�ity s�al� b� �a8� x� writi�g �o t�e �nqi�eer in a�vance of a�y wor� o� th� �r�ject, al� �p�rop���t�l� �igned ��d seale�, a� a�p�ica�X�, �y th� �on�ra�t�r's r�spa�si��� �#��c��� w�t� the u�d�rstan�in� that t��s �ri�ten assi��me�t o� ��tho�ity ta a local ��pr�sentat��� s�aa� be�om� part of �he p�4���t Can�ract as thaugh ��urid dir���l� xn�o the pro���� d��u��nts. fihe ��te�� o� t�e�� reg�ir�ment� �� that aZ� ma���rs ��soc�ated w��� �he �ontractor's admi��st�atia�, w�ether it be orie�t�d i� furth���ng �he work, ar ath�r, be gov�r�ed direct �y local �uth�ri��. This sam� r�quir�m�nk �s i�posed o� insur��ce and �urety co�er���, ���uld �h� Contr��ta�'s l�cal r�present�tiv� f�i� to ��r�prm ta th� satistaction of E��xn��rt th� �n�ine��, at h�s ��le discr�tion, ma� �emand th�t s��h lo�a� �eg��sentative �e rep���ed and t�e ��g�n��r m��, a� h�� sole dxs�����oh, sto� all work ���xl a n�� �o��X �u�hority satisf��to�� to ��e ��gxn�er �s as�igned. No credit �� working time �i�l be �o� p�riods i� w�ic� work s�oppages ��� in e�f�ct ��r t�is �����n. C��3.�� V�N�E: Venu� of a�y ��t�on herexnun�er sha�� b� ���l�siv�l� �n Tarran� C�unty, Te��s. C3-3 (9? �A�T C - �E���AL ���DI����S C4-� SCO�E �� ��R� S�CTID� �4�4 �COP� O� WDRK C4-4.� ��TE�T O� ����RAC� ���UM��TS; It is �he defi�i�e i�tentio� o� these �o�t�a�t ���um�n�� �� pr��sde fot a corn�l��e, u�eful proj�ct �hich th� ��n�r��tar u�d�rtakes to construc� or f�r�isht a11 in fu�� �ornp�i���e with the r�quirem�n�s an� i��ent a� th� �antra�t Do�umertts. It is def�nite�y u�d�rsto�� that th� �on�rac��� �ha�l �o �11 w�r� as p�ovi��d �or iz� the �ar�t��ct �]o��rnents, �ha�� do al� �xtra �r ���cial wo�k �a ma�}► �e �ons�.de��� by �k�e �wner a� t��c�ssary ta compXet� the proje�t �r� s���}sfactar� snd acce�ta�le manner. Th� �on�rac�or shall� unl�ss o�Y�erwise s���ificall]+ sta��d ir� thes� ��nt����t �oc�m�r�ts, f�xarr�ish a�l �ak���e� tools, �a����e�al.s, mac�tiner�, �q�iprnent, specia], servic�s, and �ncid�nta�.s r���essa�r�► to the prase����on �n� corngle��or� o� t�e pzo���t. �4--4. � �PECTAL PR�VIS�DI��: �l�ot�ld �ny wor�s or �onditfo�►� ��hich a�e no� thoro�c����' ��nd sat�.s���toril�r ��ipu�a�ed ox' ���te�eed by Ger��ral or S��c�a] �ont��tions o� �hes� �orttract _ �o��rn�nts be an�i�i�ated, or shou�.d �h�re b� ar��► addi�io�a� ' propc��ed wox� whx�t� �s not �overed b]r tk�es� �b��r�,�t �ocum�r�ts� th�n '��p��ia� �rov�siar�s" co�re�ring �11 su�� wark �ill be �����re� �y the D�ne� prev�.ou� to the �im� �f recei.�►ing b�.ds or proposai� for such worlc �nd furnishe8 to the Bi�der in th� form of Add�t�d�. �Ill �uch "5���}al ��ovxsior�s" st�al� �e consid����7 �� be a psrt af the Contract Do�um�nts just as tho�gh the�► w�re �rig.�r�alJ.y writ�ez� �hereir�, �4�� . 3 ���i��A�EU 01� D���t�ASED QUAt�T�T���: The Dwr��r r�se�c��s tt�� right �o ��t�r �I�e quanti.t�ie� of the �t�rlt to b� nerformed or �o ��tend or st�o�r�en �h� imparo��m�nts at sn]� tim� �,rhen ar�d as found t� b� n��essar�►, ar�d t�� Contract�r s�a�.l. per�ox�m ��� worlc �s alte��dr ir�cr�ased or d�crea�e€� at the uz�i.t p��.�es, Su�h x��r�asec� or d�cr��sed q�a�ntity sha�l no� b� more th�n �� p�sc��r� o� �he cor��emp]ated qu�ntity af su�h it�m ar it�ms. wt��n �u�h cl�ang�s ir��rease o�e de�sease �he o�i�inal ��ar��it� of any x��m or items o� wor�C �o �� �on� �� �at�r�als �o b� �urz��st��d �y tl�� �5 perc�n� v�r m�r�f then ei,�h�r party �o th� contra�e shaYl upo� vrritt�n r�qt�es� to th� oth�r park�y b� enti���d to a�re�f�ed �on�ideration upor� t3�a� �ortion o� �h� w�rk alao�e or be].ow �t�� 2� percer�t� of the orig�r�a� quar�t�,t� sta��� xn t�� p�r�posal; su�h r�vi.��d �or�sid�r��ion to �e determin�d by sp�cial �gre�m�nt or as h�r�inaf��r provided for "E�tra �c�r�C." �o a�l�w�n�e wx11 }�e m�d� fo� s�n�r ck�a�g�s in } �n�icipa��d profi�s t�or shall such �F��ng�s be �or���der�d as � ��W4 i11 waiv�n� or �n�ali�a�ing a�� ��ndiLio�s ar provzs�o�s o� ��e �o�trac� D�cu���ts. ��r�.ati�ns ir. �ua�titi�s o� s�nitar� s�wer p��es �� d��th categor��s, s�all �e int�rp��t�d h�r��n as a�p��i�q �o th� overall qua�t�ti�s or sa�itar� ��w�r pipe x� e��h p��e s�2�, ��� not to th� va�ious ��pt� c��ego�i�s. C�'4.� A�TERATI�� �F ���TRA�T DO�U�����: By �ha��� Drd�r� ��� bw�er r�s�rves the xiq�t to m�ke such ch a�g�s �n th� �antr��� Do�u��nta a�d in �h� �hara�t�r �r quanti���� �f th� wo�� a� �ay be �ec�ss�ry or d�sira�le �o i�sure cornp����o� in th� most �a�isfac�or� mann�r� ����ided suc� ch�ng�s do not ���eri�ll� ��ter the arfginal �ontract Docu�e��� or change �he ���e��� nat�re �f the proj�c� �s a whol�. ���h changes sh�Xl not �� con�id�red as �aivin� or i�v�lzdating any �o������n or �r�visi�n o� �he �ont���t Dacurnen�s. Cd-4.� �X��A W4R�: �ddition�I �ork ma�� ��c�ssary by c�ang�� �nd a�te�a�ions o� the �o��rect Docurn�nt� or of �ua�t�t�e� �� for o�h�r r�aso�s £or which na pri�es ate pro���e� in the �antra�� ���um�n�sf aha�l �� d��in�d as "Ex�ra Wo�k" ��d sha�� b� p�rform�� by the �ant�ac�or �n accax�an�� with t�ese ��nt��ct �ocumen�s �r app�ove� �ddition� ���r�to; �rov��ed, hv��� �r� t�a� ��for� an� ex��a �o�k i� �equn a"Chang� O�dex" �h�11 �� ex�cute� vr wr��t�n ord�r xss��� by t�e Ow��r to �o t�� w�rk for pa�me�ts o� �redi�s as �h�Xl b� d�te�mi�e� by one or rn�re comhina��o� of �h� f�llowi�� rn��hods: a. �ni� �id pr�ce prev�ousl� approved. b. An agreed lump surn. c. The act��X r�aso�ab�� cos� o� ��1 labo�� {�} r��tal o� ��uip��nt �sed on the �x�r� w�rk �o� �h� tim� �o us�d a� Assoc��ted ��neral �antra��ors of A��rica �urrent eq�iprnent �e���� rat�s; (3? m�t�ria�� �nt�ring per�an�ntl� i�to ��e proje�t, and {41 actual co�t o� �n&ur��ce� ho�dsf an� social secur��� �s 3��e��in�d by th� �wn�r, �lus a����� ��� to be �gr��d u��� but not �o ex�eed 1Q� o� th� act�al �o�t o� �u�h extra wo��. �he fix�� f�� �s not to includ� �ny ad�it�o��l profi� to �he ��n tra��or �o� ��nt�l of eq�ipme�t o��e� �y ��rn �nd us�� for th� e���� work. Th� ��� shall b� fu11 ��� ��mplet� �ornp��s�tion t� �o�er th� �ost �f sup�rin�en��n��t over��ad, o�h�r �rofit, gen�ral an� a�l oth�r �xpens� no� i��luded in [I�, {�), (3}t ari� {4} a��ve. The Contrac�or �hall k�ep ���urat� �ost r�cords o� the fvrm an� in ihe metha� �4�4 f2} su��este� by �he O��er and s���X �ive t�e Own�r a���ss to all �����nts, bil�sr ����h�rsr an�d r�cords r�Ia�z�g �o th� Extra Wor�. �i '' �. � K� 3 r _� �o "��a�ge ����r" shall �ecome effec�iv� un�il it has been apgr�ved a�� sig�ed by �ac� of �he �ontra��in� pa��i�s. �o c�a�� for Ext�a w�rk of any �in� w�i� b� allow�� un�es� or�er�d in wr�ting �y the Owne�. �n �ase an� o�d�rs or instr�ctionsf ei���r oial o� w��tte�x �p�ear to the Con�����o� to �nvo�v� ��tra �ork for �h��� h� sho�ld �e��ive ��mpensation, he �h��l ma�e wrftt�h ��q��st ta the Engin�er for ��ri.���r� ��..; rs �utnorixin� �uc� E�[��a G4�rk, �ri��t to beqinn�ir�c� su�h worlc. Shoul� a d��f�rer�ce s�i.se as to wl�a� �o�� or does not �ot���it�ste Ex���, W��k, ��' as �o tl�e �ayment �.he�eof � and th� Eng�n��r ir�s,ists upon its ps�r�orm�r���, the �on�za��tor sh�].� p�o���d wit� �t�� work �fter rnaking wxxtten �eq�est �or written ord��� and srial� kee� arr ac�u�at� ac�our�� �� �h� actua� r��,s�n�ble �o�� �hereaf as p�a�id�� un��r meth�d (I��m �1. �laxms ��r ext�� vrork will not be pazd unless �he Contr�ctor shal,l file �i.s �l.aim w�ith �1�� Owr�er within �i�� i5} tia�►� �e�o�e the tim� for maki.r�g t�h� fir�t �stimat# a�t�r �u�h �ror�C is �orre ar�d �n�ess th� ���im is �upported b� satisfactor�r vou�hers arr�] ��rti�i.e� p�yro�,ls cov�rir�g a].� �.abor and �t�terials e�cp�nded upor� �h�� said Extra Wor1t. The Cor�k���tor s�a].1 furnisl� tl�� �wner s��� installatian records af a�l devia�ions �rom the ��ig�i��� Contract Do�uz��nts as r�ay be �e��ssa�]� to enable th� Owner to prepar� ��� p��rnan�n� re�ord a�orrect�d se#. o� pl�n� �howing tt�e ac��ai �n�talla�i,on . The c�t���n�atio� a�gr�e� �porr for 'e�c�r�, �or�C' wh�t�er or �xot ini�.�i��ed �y a' ch���e order r sha11 b� � f��l, �omp��te ar�d f inal ga�mer�t fo� aJ.� costs Cor�txac�or incur� as a r�s�xt ar ��l.a�inc� ta the �hanc�� or ��c�x� �ro�k, +�hether �aid costs ax'e kr�awn t�nlcno+��x, fo��seer� or unfore���r� �� that time, incluciing �itY�o�� ��mita���nr any costs �or de�ay, exte�ded ov�rk��a�, zi��le or impact cos#�, or any oth�r ��fect or� ct�ang�d or unchang�t� �vork as a�e�u�t or th� cha�g� o� e�ttr� work. �4�4.6 S�#��DULE Ol� OP��]4TipN�; Be�or� �amrn�n��ng an� wark unde� ��x� contractx t�e �arrt�actar shall su�r�it �o the Owner and �ec� i ve ��e D+�ne�r " s appr�tr�]. �.�ereaf � a"�ched�xie o� �p�ra�zons�," sh�w�nc� �y a straig�� 1,��� rnethod the �ate o� co��n�n��ng ar��l finisl�i�ig each o� �h� r�a�o.r elern�nts of �l�e caritrac�. "I`her� �h�l� b� a�so shown the estimated mon�h��r cost a� w�rk for wl�i�� es�iro�tes ar� �o�be e�cp���ed. T��r� ��i-� ��} �h��� �e pr�sent�d also s co�po��t� graph �h�wing ��e a�ti�i�at�� p�ogress �f �o�str�c�io� �i�h the t��e bein� plott�� ho�ixontal],y and t�� p�rcen�age of �orn����ion p���t�d v�r��,�a�.l�+. The pto�ress ct�arts �ha1� b� prepa�e�d �n �-��1�" �c 11" sh�et�� and �t l�a�� fi�� black �r t��ue lan� prir,t� sha�1 b� ��rr�ished ta �he Owr���. CA�-4 .�J PR��RE55 �Cfi��U��S FO1� �ATER AN� SEWER PI.AN�' FA�rL�TI�� :�i t�in ter� € 1� )�,a�rs prior ta submiss i on of #rr�� rnoflth].y gr�g��ss pa��entr the �ontr�,�tor �ha�l �repare �r�d s�,bmi� to �h� �wner f�� �pproval s�.�t �o�i�s of the schedul� in which the �ontrac�or prapose� �o carry or� th� �r�ri�, �h� d�►te of xhi�h �� will sta�r� ��� sever�'� �t��aor activ�ties ��ncl�dinc� p�ocv.��me�t af materi�ls, plar��, ar�c� equiprnent) ar�� t?�� cor�te�p�3t�d �ate� �or �ornple�i�q �h� s$m�. 'Y'�r� schet���e sha��, b� in th� fo�rm of � ti.r�e s��edule �ritica�. �a�h Me�h�d (��T�i n��work diaqrs�. As the w��lc progr�ssesx th� �on�racto� s�a�l ent�r on �.he d�ag���m �t�e actr�al pr�g�e�� �t the en� of each p�er��a� paym�z�� ���i�d or a� such interval� �s direct�d �� �he Er�gxr�eer. T�e �an����tor �k���l a1�o revise the ��t�edul� to ��f �.��t �ny adj+��t�nen�s in c�ntra�t t�m� ��pravec� bp �h� Er,gine�r. �'hre� copa.e� of �he upda��� s�hedu�� si�a11 b� d��i+rered at �,��t� ir�t�z�va],s a� c�ir�cted t��► the Own�r. As � ilill7�ftll�illi th� cor�s���ctiorr �ct�sc�u,�� sl�all xn�orp�r�te all work �I��ents ar�c� activi.ti.�s �nt3i�ate� xr� Ct�� pr�posal and it� t�te ���l�nica� spec�.�i��tinns_ prior to the �fn�� draftinq oF the �e��,i].ed const�ru��iqt� s�h�du1�, �i�e Corttra�t�r shal� ��vi�w the dra�� s�hedu�� wi.�� the Engit�e�r to �r�sure �h� �o��.�a�torF� unde�st�trding a� ��� cor�tract require�n�nts, The fo�lo+�ing gui��!Xin�s �ha�l be a�t�e�r�d #.o in pxe�a�ir�� tkr� const�r����on s�h�dule: a. Mil�stc�r�e �at�s �nd �i�ai g�o��ct co�npl�����r dat�� Sh�II b� d��el�pe� t� ��fl��rm ta txme �or�strain��t seq�encxr�g req�irer��rr�s a�d �o�g���ion ti��. b. The c�r�stru��ion p�oce�s sh�l� be d�v�t��d in�o act�vi�.ies wi.t�h ti�� dur��ion� of approxi.rnat�l� �ourt��� (�� 1 da�� �nd �onst�ru�#.i.on values r�vt �o �x��ed ��U�UU�. F��ricati.on� delive�y ar�d sulami���� acta.v��xes ar� ea€��ptions to #.hxs c�u�.�elin�. � � �4-d (4) c. D�rations s�a�� be �n calend�r days a�d n�rrn�1 �alida�s and w�a�her �ondit�an� o��r t�� durat��� of �rie �ontrac� shal� b� acc�unt�d for w�thi� ��� �urat�on �f each ac�iv�t�. �. �ne �r�tic�� pat� sh�Yl �e sh�wn on th� �o�s���ctio� sch��ule, e. ��oa� tim� �� defin�d as �he amo�nt o� �irne betw�e� the �a���es� �tart �ate s�d the 1a�es� s�art da�e of a�hain of activ�ti�s of th� C�� �o��t���tio� ���edu��. �laat �xm� �s not �ox �h� e���us��e �se or ���efit o� ���M�r �h� �ontr$��or or th� Ow��r. �. Thirt� �ays s�a13 �e us�� ��� submit�al r�v��w �n�e�s o��erw�s� speci�ie�. Th� c��s�ructio� �che�ule �hali as a minimurn be di�id�d �n�o g�n���� ca���ori�s �s i�dica��� �n �he �roposal ��d T��h��ca� �pecifi�ati�ns ��� �a�h ge���a� �ategor� sh�X� be �to�e� �own in�� activzti�s in ����g� �e�aii �o ����eve ��tiviti�s o� ap�raxirnat��� fo��tee� ��4) days �u��ti�n. 1 _ Y� F�r �ach g�ne��� �at�gory, the construction sc�����e sha�l ide���f� a�l �rad�s or subco�tr���s whos� wor� i� �epres���e8 b� ��tivi���� �hat fol�o� the �uidelines o� th�s ���tio�. Fo� eac� �f the t�ad�� or �u�co�������, th� �o�s�z�c�ion s�hedule shaX� indica�e th� f�]�ow�n� procure��nts, can��r�ction an� preacce��a�ce a�tfvi���s a�d ev��ts in the�� �ogi��l s�guen�e �or e�ui�m�nt a�� �atesi�l�. l. P�eparat�o� an� ��ansmittal of s�brni�ta�s. 2. Su��xtt�X r��few pe�iods. 3. �h�� ��bri�atxon and ��l�vesy. 4. �r�c�ion or ins���latio�. 5. Transm��ta� of �a�ufacturer's operation an� mai�te�a��e ins�ru�tions. �. �n��a�l�� e��ipmen� and rnat�xieXs te�t�ng. 7. Ow�er's o�erator ��s�ructio� �if applicab�e?. � � 9. F�n�� insp��tian. C4-4 �5) �. �per�tion�l t��t;n�. �0. Fi�a� in�pection. �fk �� �h� op�nio� of th� �wn�r� wo�� ac���pl�sh�d �a��s behi�d ���� s�h�d�l�d, �he �ontrac�o� ��all tak� s�ch a��ion �s n�cessary t� im�rov� h�s p�ogress. �n addi��orit t�e Ow��r rnay ��g�ir� �h� �on��a�tor �o s��mi� s revi��d sc�ed ul� d��o��trating �is pro�rarn �n� �raQ��e� gla� ta mak� up laq in s�heduled �rogr�ss ��d to i�su�e �ompl�t�on of �h� work ��thi� ��� �on�ra�� time. �f �he D��e� �inds ti,� �ropo��� p�an n�t acce�t����� �e m�� re����e th� �o�tracto� to in�rease t�� �ork �o�c�, ��e cons�ruct�o� g���t and �q�z�m�nt� th� number �f �ork shi�t� or th� av�rtirn� operat�o�� �itho�t �dd�tia�al ��st to the �rner, Fai�ur� �f the �ontracto� to com�ly ���h these ��quir����ts shal� be co�sider�d q�o�n�� foz �eterrn�natfon by the D�ner t��� th� Contra���r is ��i�ing to p�����ute �he w�r� with �u�h �il���nce a� will �n�ure its ��mp��tio� ���hin th� ti�� sp�cifie�. C9�4 (�} PART C - ���ERAL �DNDITTO�S C5�5 �O�TROL O� �ORR A�D MA�ERI�LS �E�TZp� �5-5 CO�T�OL 0� WQR� ��D M.A�E��]�L� ��-�.X A��HORIT� OF ���I���R: T�� wor� sha1� �� p�rforrn�� �o �h� �atisfact�on o� ��e �ngine�r ��d �n �tr�c� co��Xi�n�e wit� ��� Co��rac� �o��me�ts. R� s�a�l d��i�e al� q���tians whi�h a�is� as to th� q���ity a�� a�c�pt��i�ity �€ rnateria�s fur�ished, ���� per#or��dt rate �� progress of th� work, ov�ra�� s��ue�c� of th� �o�stru�tionr int��pr�tatfon of t�e �ont�act Docum�n�s, a���pta��e fu�fi�lm�nt o# ��e �on�r�ct, corn��n�a��on� mu�u�X ��ghts between �ontra�tot an� Qwner under �he�� �o���s�t �o���entaf s�pervieion o� the work, r�sumptio� of 0�����lO��r �nd a�l o�her ��estions or dispu��s w�ich m�� arise. �ng�ne�r wi�� �ot �e r�spp�si�le for �ontractorts �eans� met�od�, te�hniqu�s� sequenc�s ar groce�ures a€ can�tru�tio�, �r th� sa�ety pr�ca�tfon and p�ograms i�cident �h��et�� and h� wi�l �o� be x�s�ons��le £ox �o�tract�r's �a�lu�� to �erforrn th� wor� fn accordance wit� t�e contrac� �oc��e�ts. � H� shall dete�rni�e �h� a�o��t a�d qua�i�y o� Che work comp�.eted and ma��r�als. �urs�ishec3t �nd I�is d�cisions ��d ��tiin�t�s shall be f�.r�al . �i�s estis�ate� it� su�� ever�t shaYl be a�ar�dition to th� �xgh� a� the �an�ra�tar to re����r� m�n�y d�e i�im unde�r �E�e Cor�tr��t�. Th� Dwrter shall ha�►e e�ce��tive au�hority to enf�r�e and �alc� ef�e��i,ve su�h r���essar}► d��isic�n� ar�d ord�r� �� t�e Car��aca��o�r �ail� �o �ax�ry o�t p�om�t3.y. �n the ev�nt o� �r�y di�put� betweer� t�� Enc�ine�r �n�3 Cantr��tor ov�r �he d��is�orr of th� E�c�ineer os� at�y �uc�t m�tters� th� Engfn��r m�ts�� w�t�ir� � r��,son���,� tim�, �go�t wrxtten r�qt��st of the �or�tractar, render and de�.iver to �o�.h th� Owr��r� and Cont��ctor, a writte� ��cfsio�r on the mat��r �r� contravez'��r . C5-�.� �C��1F�l�MITY Y�ITE �L�1��: '�he fir�ish�d project in ��1 case� s�all ��nform witl� ��ttes� gra��s� cro�s-sectionst f� r��ls�, and dimensions shown on th� plans or �ny ��.k��� re��ir�rne��� otherwi�� de�cr�b�d in �h� �o�tr�,�� Do�uments. �4r�y de�i.a��ot� �rom the �pp�ov�d �o�,�ra�t Do�ument� rec�ui�e�l b]� t�� �ngi�e�r du��.ng �ons�ru�tion �i�.l �.x� �1� �ases b� det��m��ed b� the Engin��r and au�ho�iz�d by tite �wh��` b� Ch��ge Or�er, �� C�--� ( � l �5-5.3 ��D�Dx��T�O� OF ���TRA�T ���UM�N��: The Can�r��t Aocu����� are rnad� up of s�veral s�ctions, w�ich+ taken �og��her, are int��d�d to d����i�� �nd prav�d� for a complet� �r�� �seful project, �nd a�y req�ir�rn�r�ts a�pearing xr� on� of ��e ���tio€�� is as bindir�g �$ �t�o�gi� ft v�curred ir� a11 sectio�,s. �n case o€ disc�rep�r��iesf fig�tred d�rn�nsion �1�a11 go�rerfl o�r�r sca�.ed dimens�ons� plan� sh�,�l g�ve�'n o���r �peci��.catior�st �perial condi�ions shail gov�rn �vea� c��n��al co�ditiar�� ��d s��r�dar+� s���ificati�ns, an� guar�tit���s shaw�i on �h� p�ans shal]. c�ov��n over th�s� si�a�n in th� g�op�s�l. �t�� �orrtr2���or s���� r�at tak� �dvant��� of any �p���c�n� e�rror or am�s��on i� tl�e �ont�'ac� Do���rne��.�, a�nd the Owr��r �haXl �e �errni�t�d to ���C� s�xch �or�recti.�fas �r ��t�r�re�ati�ns as may b� c���rn�d n�c�ssar�► �or th� ����il�rn�nt �f the i.r���nt of �he C�,r�tr�c� Do�um�nts. In �l�e ev�nt tt�e �ar�tracto� discov�rs �n apg�+rer�t e��or o� di�s�rep�nc�, k�� sha�l imrned��tely cal� th�.s �on�i.t�on to t�h� att�r���.on o� the �r�g�.r���r. �r� tkt� �vent �� a �onfli.�t in the drawinqs, spec��ica��ion�, or o�h��r p�rtions o� ��e Contract �v�um�x��s which we�e no� report�� prior to ti�� a�+��'d a� ��n�ractr the �ar���a��or st�a11 b� 8��r�ed to have q�o�erl th� mo�� �xpe�si�►� r�solution of tM� confl.ict. �5�5.4 ��O�ERA'��ON DF �0�1�'I�J�CT�R: �'he C�ntracto� vrill b� f�trn��h�� wit� �hree s��ts af t�� �or��ra�t D��um�n�s z�nd �h�3.X ha�r� avax l�ble or� tl�e s�.t� �f th� pro��c� at al� txr��s one set vf suc� �ontrac� ��cum�nt�. �h� �ontrac�. shali giv� to t��� w���rk tl�� con�tant at�en��a� nece�sax�+ t� fa�����at� �he prog�ess ther�o#' arrd ��aa17. co�pera�e witt� �he �ng�.n��r, hi� i.r����ctar, ��t8 other Contracto�es ix� �vex� pos��ble �aay. Ti�� �az�trac�.o� sh��l �t ��i tfines have campe�en� personr��I avai�able �o t�i� p���e�� sit� ��r pr���r ��rf�rrnanc� o£ �?�e worlc. �`he �ont� �c�o� �hall p�eavid� and mai.nt��in a� all tir��s �� the a��� of �h� �roject a c�sn��tent, �n�Xish�s��akxng �up�rinte�t�en� �r�d �n assi.�tar�t who a�a fu�l�r au�h��i�x�� to a�t as the �or��ra��o�'s a�ent on tf�e work. ���h st�p�rir�t��r�den� an� k�is ass�stant shal]. he capabl� of x�eadir�g a�d t�r�d�ss�anc��lr�c� th� �on�r�ct Uo��m���.s and �sh�l.�. r�ceiv� an� f�l� k�.� f r�st�u��ion� �rom th� Owner, t�� �:r�gir���r, pr h�s au�ha�i�ed r�pres�ritatives. T�rsuar�� �o this ����ons�,bility of th� �on�z'��tor, th� Cont�acto�r sk���.� des�gns��� �n writir�g to �?te pro��ct �upexinte�dent, �v a�� a� th� Cor��ractor's age� � or� the worlt. Such as�,i��ant prajeck �+�p�rin���d�r�� shal� be a r�s�d�t�t �f �'a,rr�r�t� C�unty, Teac�,s and shall t�e sub�ect �o ca��� as �s �.h� �ro}ect S���r�r�tendent, st ��y �im� a� th� t3a� o�r n igY�t ori az�y da� �£ th� weei� �n w!� ich �h� �ngin��r r3e���mi€��s tha� circurn��an��s r�quir� the pr�s�:�ce o� �h� pro j�ct site of a �r��resen�a�iue o� =�h� �ontrac'kor to CS--5 (2� i�- adeq�atel� prc�trid� �or the saf�t� or corrv�ni�r��� of th� trav�I�ng publi.c or the own��s of propert�+ a�ross w�i��h t�r� pra��ck. �x�en�is or th� saf�ty o� pro��r�� ��r�tiguous to t�e pr��ect routin�. �`he �ontra�tor s��11 �rovid� all fa�ili.�i�s to en�t�I� �h� Engi.neer a�c3 t�is i�spec�or �o �xarnir�e and �ns���t ��,� w�rlcrnanship anc� ma�.�xials �nte�xng �t�t�o ��e work. c�-��.s �r������a��r �►t���o� ���m�F��r►��vr� w���: �rn��,, i.� ��,� opiniot� �� t�� �wn�r o� �s�gin��r� a�onditio� of emergency exi.s#.� relake� to any p��� of �he work, the �a�t���tor, or the �on��eactor thxouc�h rii� d�sigr�a�ed repr�s�z��a���r�, s�all �respand �ritt� c�fsp���h to a v��b�]. r�q��s� rr�ade b� �1�� �wn�s or �ng�n�er t� alle�'iat� t�� �m�rc��n�y condit�or�. 5uch e� resp�nse sha�1 o�cur da� o�' rr.ight, �tre�h�r �he p�o��ct i� �ched�aYed v�t a calenda���a� o� ot� a� wo��C�ng-day basi�. �houLc� t�e Corrtrac�or fail t� �e�pond to a r�qu��t fr�m �h� �r�g�neer �� �e��ify ar�y d�s�r�pancies� arnis��ons, o� cort`ectior�s n��es�ary �o ��niarm with th� r�quirer��nt� af the p�o��ct speci��.��tior�s o� �l.anst t�� Enginee� s?�aJ.X c�i�re tY�e �ant�rs���� w�i#.��r� r�otic� t�l�at �uch work or chang�s ar� to }�� pex`�ars��d. TY�� �aritt�r� �����e si�a��. dir�c� att�r�tion to th� �s�: di��repant �onc3ita.o� �nd requ�st the ��n�r��tor to take r�m��ial a��.�,on to carre�t th� conditz�n. �r� the ever�t the �ontractor �o�s n�� take positive ste�� to ful�il� t�i� �rritt�n re�uest, or do�s not s�ow j�s� ��t��e f�r r,ot taki�g t#�e praper �.��iar�r wi�hin �4 l�ours, tY�� City ma� tal�e such �emedia� ��t�on wit� C�ty for�e� �� �y' �on�ra��. �'he Ci�y sh���. then d�duc� at� �r�ot�r�t equ�1 �o the �ntir� costs �o� s�tcY� rez���xal �,cti�n, plus �5�, �r�m an� �unds �ue the �antrac�or on �he p����c�« �5-5.6 k'IELI} OFFIC�: �he �orrt�r2���o� shall prav��,e, at� no �x��� com�ensati�n, �n ad�qu��� �i�ld �ffice for use of the Engir�e�r, i� sp�cificall� ����ed for. �rh� f�ield affi�� �h�Xl. �e n�t le�s than Y� �� 14 �ee� in fY�ar ares, su��tant�al�}� cor�st�ru��.��, we�l i�eate�, a�� conditior�ed, 1�gh�ed, ar�d we�the��proofr so that �3��umes�ts will not b� d�m�g�d by the e��m�n�s. ��-5.� COi��TRlJ�3`ION �TAF���s Th� Ci��, thro�gh its E�gi.neert wiJ,l furr�ish the �ontractor wfth a�.X Zines, grad�s, an� me�s�r��ner�t� ne��ssary to th� pro�er prosecuti�n an� co�tx�� of �h� work contra�t�� for vnder thes� Cont�act Docu��r�t�, and l�nes� grades and meast��'er��r��s will b� establ�si��d b� rn��ns of �ta�es o� oti�er �ust�mary zn��ho[� of m�rkxr�g as rna�r be founc� �onsis�ent wi�h gooc3 p������e. � - �� C5-S i3� These stak�s ar ma�kx�gs s���� �e s�� suf�z���ntY� xn adv�nc� of cons�ru�tio� oper�ti�n� t� ��o�d d�lay. Su�� stakes �r markings �s �a� �� establish�� f�r th� ��n�ra�tor's us� or guidan�e s�al� �e �r�serve� �� th� �ontr��t�r until h� is autho���ed b� th� �n�in�er �o remq�� ���m. �he�e�e�, i� th� �pinio� of the E�g�ne�r, an� s�ak�s or �arkings have been �arel�ssly or ws�l�u��� ��s�r��ed, disturbe�+ or ��m�v�d �y the Contracto� o� an� of �is empXayeesr ��� f�X� cost af rep�acin� suc� sts�e� oz m��ks ��us �5B wi1� �� c�arged ���inst the �ont�a��or, and th� �ul� ��ou�� w�Xl �e deduct�d ��vro p�yment �ue �h� �o�tr��Lor. �5-�.B AUT���IT� ��D DUTIE� �F �ITY I�SP��TD��: �ity �ns���tors wi11 be au�l�arixed to insp�ct all work don� �s�[� �.o be dor�e �nd a].�. mate�xa�s furnish�d. �uch �ns��ction rna�► e�c��nd �� a.�l or ar�� pa�t of �h� �rork, �r�d �he �rr�garatian or ��r��f�cturing �� ��t� m�teria�s to be us�d or equiprnez��. t� b� �nstailed. A�i�y Insg�ct�r a�ay b� station�d o� t�e wo�rlt �o report �o �h� Enc�ineer as to t�� prog�ess of ttre w�ri� and �1�� mar�n�� �n wk�i�h it is b��inc� �e�f�rmed� ta �report an�► ��tid�nc� t�a� t�he m�t�ria�s b��ng £u�'r���h�d ar ��� v�►o�� b��r�g perfo�med �y �he Contrack�� f�i�s t� fulfi�� �he r�a�uir�rn��nt�� �� th� ��n�ract Doc�ments* and to cal� the att�ntian of th� �ontr��t�� to �ny such �a�,�u�e a� oths� i€��ri.ng�m�rrts. Stxch ��s�e��ion or lack o� i,ns�ec��ort wr�l.l not ,�el�.eve the � �ont�a�tor frar� ar�y abX�c�atfv�x �� per�a�rrn the work in ���orda€�c� wit�h �h� �'�q�ir�ments of the �ontr��t �7oc�me��s. �n c�s� of an�► d�spu�e arising hetw�en ttte �ontr��tor 2��d th� C�ty ��spe��.or a� t� t��re m�t�ri��s or �c��iprn�r�t ��rr�isi�ed ar �h� mat�r��r af pe��orr�ing tY�e w�rfc, �he �i�y �n�pector wili hav� aut�orit�} to �re���t m�ter�a],s o� ��ui�m�nt to sus��nd �ork until the qu�s�ion at issue �an b� ref�rrec� �a ar�d be c�e�ided by khe Engineer. The Cit�r Tnspec�or wi,21 �ot, how�:v�rt be a��ho�`i��d to revoke, a].�er, en�.�rc��t �� t�el�ase �ny r�qui.�r�men� �f �hes� �ont�a�t �oauments, nor to apprp�r� ox a�ce�� any partion or section o£ �.he wark, r�or to iss�e �r��► _. ins��ru��.ions contrar� to �h�� reg�i�re�nents a� +ti�e ��ntr��t ���umer�ts. F�� wfl� iz� no ca�e act as �uperir,t�nt��r�t or ` fo��rnan or perfor� an� �t3���` du�.�e� �or the Contrac�or, �r �nterfer� with th� manaq�m�r�t or ope�ration of t�re worlc. H� wil� r��t accept from �h� C�r��r���or �t�� c��n��r�satian in an� , �o�'m for pez£ox'm�ng an�' dutie�. '�h� �ont�ac�ar shal� reg�r�3 ar�d o��y the �i�ection� and inst�t`t���ion� �� tt�e �i�y Ir�s���tor or Enc�ir�ee� when th� �ame �r� ��n���tet�t �rith �h� �bYit��tions o� �k�� �o�tr�ct �a�umer��.s{ pxovi.�edx howe�err s�rau�.d the �ors�.���t�r ab�ect� to �s��r o�'���� oa� �ns�r�actions �f th� Git}► inspe�t��`, �h� �or�tr�►��ar �a� wi.tk�a.n six �ays m�k� wri�ten app��l to the Engin��r for hi� ���isi.�n on the matt�r ir� �an�.roversy . �5-5 f d i C5-�.9 I�SP�CT���: �he �a�tract�� s�all fu��i�� �h� Engineer wi�h eve�� r�a�o�abxe f��ility for a�c����ining wh��h�r or no� t�� work a� perfo��ed is ifl acc��dance �it� t�� �equ��em�n�s of tt�e �on�ra�t Do�um�nts. �f the �r�gir�e�r so reques��, th� �ontracto� �hall, a� �,ny tim� b���re a�c�p�ance o� the w�rk� rem��e or ur�cover �u�h portior� o� tl�� �in�sh�d wor1K �� m�� b� dir��ted. Af�er e�a�in��ior�, tY�e Contra��or sh�ll r���or� �s�id �aart�on� of �h� wo�k to th� standard r�quir�d b� the �ont3�a�� Docu�n��tts. Shou�d t�,� work ��tpo�ed or exarnin�d �rove a��eptab�e, the un�over.inc� ar rt�rno�ing �t�d rep�a�in� of the �ov��itxg or makir�g c�ood �f th�: ga��s r�mvvec� sh��l, b� �aid for as ���.r� work, b�t �ho�ld be +��rk so ��t�osed or exami��d pro�re to �e unac�ep�ablet �he ur�co�re�ir�g or r�a�oving ��d the r�placi�xc� of al� adjac�r�� d�€ect�ve a� damac�ed parts st�aX� be at th� �ar���eactor's ��cpens�. t�o +�o�r�C �hall �e done o� m�,�erial� �se� witt�ou� auita�l� s���rv�sion or ir�sp�ct�ar�. C5-5.X0 R�M�11'�iL D�` i}�F��'�`�V'� �1i+]I) �1t�iAi]TI30RI�ED WD3�A: ]41� WOt}f, roat�ria�s, or es�uip�e�rt which ha� b�eh ��ject�� �hall be �e�medied o� r�mov�d an� replac�d #.n �r� ��cepta��e ma�r�r��r b�r t�e Con��e�►�t�r at �is own ex��ns�. 1��r1� dor�e bey�nd �h� �.i��s t_.. a�r�� �rades gi�r�n or �s shown on th� plans, �xcegt as h�refr� '��" sg��i�x�al.�y p�ovi��c�, or ar�� Ex��x'� W�r� �on� wi.t�haut w�i�ter� a�thorit�►, wi�� be consid�r�� as e�n�ut}�orixed and c�on� at ttre �xp�n�e �f �i�e �or���ra�tar an� wi.11 not �� paid f��' b�r t�e Own�r. 1r��x'k so dot�e ma� be o�d�rec3 rernov�d 2�t� th� �ontractor's �x�en�e. �]pon the �siYur� on th� gart o� t�� Con�racto�r �� comply with an}+ or�er o� �he Enqin��r m��� uncl�� tl�e p�rovis�on� a€ th�s para+�raph, th� Er�giae�r wi11 �ave t?�� authc�rity to �aus� c��f�ctiue work �� �� rernedf�r3 or r�mov�d ar,� repla�ed ar�d �nauthorize� woric �o b� r�movedr and ��e �o�t �.t�er��� ma�r be �������d fro�n $�x� �orr�y' du� or to i�e�om� du� to the �ontrac�or. �'ai��sre to rec��i�e the r�mvva� �f r��}� d�fec�ive or una�t3�o�ei�ed wark sk�a�l t�ot constitute ���e���,n�� �f su�h wto�ks. ��-5. 11 SUB�TITUTE MA"���iIALS �R EQC��PMEA�T: I� �h� �pe��.f ���ti�ns, law� ordin�r��e� �od�s o� r�gula�ior�s p�rz�it Contractor �o �ur�i.�h or t�se � sub�tit�te ��at �� eq�a� to sn}� ma���i.a� or �quigmet�� s*�e����iet� f�,nr3 i f �or�tractor wf si�es to �urnisl� �r us� a p�ropos�c� subst�tut�� tt� s�ia�l, pri�x to the precans�ru�ti�n conf�ren�e, make wsftt�n �pp3i��t�ion t� E�IGIN�ER far a�p�ova� of suc� subs�x�t��.e c��tifying i� w�rtir�g th�� tl�e propo�ed sub�ti�ut� wzil pe��oz'rn adec�uate3,� the i�un�tions cal�ed €or b}► the c�eneral d�signt �� �irnilar arr� o� �qual �ubs��n�e to that� s��ci�i.ed �nd be suite� to the sam� use ar�d ����b�� o� performi�g ��e �am� func�ion as �h�t "�� sp��if�ed; anc� ident���rirrc� all v�ri�tior�s �f the gra�as�ri C�Y� �51 sub��itute �rom tha� s�e�ified and indicati�g ��aila�Ie m�inte��nc� ��r�ice. �a �ubstitute shall b� ord�red �r xnsta��ed without t�e w�it��n ��prav�X af E�gi��er wh� wil� be the judg� of the eq�aY��� �nd ��y re��ir� ��ntr��tar ta �ur�i�h �u�h vth�s da�a about the �ropos�d �ubstitu�� a� h� con�i��rs g�r�in�nt. �� �ub��itut� sha�� be or��r�d or in�tall�d �ith�ut �uch p���orrnan�� g�a��n��e a�d bon�� �s Q�ner ma� reguir� whi�� �h��� be �ur�ish�� at ��ntrac�or"s ex�e��e. �on�ra�tor sha�1 ind���i�� and ���d �a�m1��s E�wn�z �n� E�g�neer and �n�one dir�ctl� o� ���irectly �m��o�e� b� ei��er af th�� �rom �nd ��ainst th� clsi�sr damage�, loss�s an� �xp�ns�� {i�c�udi�g attar�eys �e�s? ar��ing �ut o� �h� u�e �f sub�t��ut�� �at�ri�ls ar e�uip�e�t. C5-S . X� �A�4�L�S A1h1D �'�ST� 01� M.A���lxAL�: Wher�� in th� op�nior, �� �h� Engin�e�, or as ca�.�.�tl for in �h� �ontr��t Docur��ntst t�st� o� m���ria�s or et��ipmen� �re necessr�z�+, suc� tests wi11 b� rn�de at the expense o� �nd p��� for dir�ct �o �he t�stinq ���ncy �y th� Owrie�r unl.�ss otherwise sp��ifically ��'ovided. �h� �a�.Y�re of th� Ovrn�r t� make at�}► �.ests of rna����la1s shal� b� �n �o w�y relieve t�e Cor�tr��tor �f his r�spons�lbil�l��► of f�rnist�inc� znate�ia�s astd e�ui�rnent full�► ca��orm�ng �o the r���ix�rner��s �f t�� �oz�t�ract �o�t�men��, Test� ar�c� ��m���ne� of mat�r.�a�s, unl�ss ot��rwis� apeci�i.�d, wi1.� �e made ir� accor�a�r��� witi� �t�� �.��est �tet�io�s p��s�ribed �y tl�e A�e�i�an �aciet�r f�r T�s��r�g Mat�ria�.s o�r s��cifi� requir���nts o� the �w�er. The Contr���or sha�l �rovir�� such fa��i��t#,�� �s t�re �ngin�e� �a}� �`e�uire for colZ�cting a�xd f�rwar�,xr�q ��mpl�s and sh�ll not, witho�at sp��c�f�c writt�n ��rmis�i�z� of th� Engine��, u�� tk�e mate�i.t��� re�res�nt�d �� th� �amp�es until test� h��� b�er� �n�t�� and the ma�e���l� 2�ppro�red for u�e. Tk�e �ortt�����r wi.�l �t�aenish ad�q�ate s�m�les wi�hot�t charg� t�o �.i�e Ow��r. �r� cas� of �on�rete, ��e a�q�egates, desxqn minimum, and �t�� rni.�c�r�g and trar�sgortin� equiprnent �hal� b� appr�v�d b�r th� � �ng � nee r b��o�e any concz'��� i� pl�ce8, ar��3 t�e ��n���tor sh�,�� be �resp�nsible fo� �ep�acinc� any ��r�crete whi�h d��s not sn��t t��� r�yui���e�ts o� ��� �an��`��t Documents. T�s�s sha11 b� r�a�e a� �le�st 9 daye �r�or to tt�e pla�inc� of cancr�t�t ��ing ,sa�pkes frorn t�he sam� aqc�r�gat�, �ement� ar�d marta� � which a�� �o �� used lat��r in the cor�cr�t�e. �i�auYd the so�rc� of su�gl}� c�iar�ge, ne�t tests shall be �a�e priox to t�e �s� �f ti�e new materials. �5-5.Y3 ST�RA�E �F M�T�RiAL�: All �taterials whic� a�� t�o !�e us�d �n �h� constr�cti��z op�r�tion sha�l �� s���`�d s� �s t� ins�re tk�e preservatiofl o� �t�e q�sality an� ff��ess of th� w�r�. FJhen �kre�t�d �y the ��c�ine�r, tk���+ sha�l b� gla�ed on wvor3e:� �la���r�s �� oti�er h�rd, c�e�r� c�u�able s��'fa�es and r��t �n ti�e �5�-5 � 6 } � ground� an� �hall be pla��c� �r�d�r cov�r wk��n direct�d. ���red �nat�r��ls sha11 be �la�ed a�d lo�ated so a� to fa�ilita�� pro�pt rr�spectior�. C5-�.14 E?�Z�TIt�� �TRCJCTL�RES Ai�� U�'T�.�TY��: The �ocatior� 2�r�d dim�nsior�s shqwr� �n t�i� ��.�,ns �e��a��.v� to e�c�.stin� u�i�ities ax'� based ot� �l�e b�st infor�ation available. O�mi.ssion frar�, or th� ir�cl�si�r� of �tiXity locatzaz�s on the Plar�� xs t�ot �.o be �onsid�r�d as �h� nonexis��nc� of� �r a��fin�t� lo��tian a�, �xfsting und�rground �ti�iti�s. The �o�ation o� many gas r�ai�s� wat�r mains, �ond�tits, s�w�r lines an� sex'�►ice 1i.n�s fp� ��1 utilxt�.est et�., is ur�kno+�n to th� Ownex`, �nd ��e 0wr�c� �ssum�s no a��spvr�sil�i�ity for failt�r� t� �-'�ow ar��' o�r all ���h structur�� a�t� �►�.i�,��ies o� tt�� pJ.ans or ta show th�rn in the�r �xact Iocatiot�. It i� m�t�ta�ly agr�ed that s��h �a�.l�xr� +�ill n�t be co�sit�e�ee� �uffici�r�t b�sis for clafms for addi�ion�X �or�pensa��on for �x�ra Work �r for ir�creasfr�� th� p�Y guar�tities i.n �ny r�a�tne� whatsoe�►er, u�l��s a� �bs��ru�tio� �nco+�nte��d is s�cl� �� �� ne���s�tat� �hanc��s in �he li,r�es an� c�r�des o� cor�sicier��J�e magrritu�e o� rec�uir�s the b�iYdir�� �f s�eci�� w�rkst �xo�isior� for w�ich i� nat rn�d� �n tt�e Cont�act Ao�uments, i.r� �th��h �as� the provisx�rr f n thes� �orrtrs�t ����m�r�t� far ��t�ra Work shall ap�ly. ��.s It �ha11 be the ��ntra�tors r�s�onsib�lity' �o �►�rify l��atiorss o€ ad�a�errt andfor cor��li��xng u��3i�x�s sufficientl.� ��r �dvanc� o� �onstruct��.on in ord�r ti�at h� m�y r�ego��.a�� st�ch local �djusY�m�nts as rrec��sa�'� air� t�l�e �or�s�ruction pr��ess �o pro�ride �d�quat� cY����r���s. The �ont��ctor sha�ll tak� �]1 n�c�ssary pre�auti.orrs �r� o�rd�a� �o prot�ct all existing uti�it�es, �t��u�t�r�s anc� ����i.c� l�r��s. �lerificatior� of e�i�tinc� utili���s, struct�ures and s�rvi.ce li�,�s �ha�� 1nG'�LaC�� no��fic��i�n o� a11 �tti�ity companies at least for�}► �fght (491 hou�� in a��r�n�e of ��nstr��tic�n including ��c�lora�ory �xcavat�i�t� if neces�a�y. A�l. �e�i.fi�ation o� ex�,s�ing uti�iti�s and th�ir ad����ment �si�alX he �onsid�red as su���.di��y w�rk, �5-5.15 It��`��RU�T�D� �F SERi�I��: �. Norr�al Paros�cution: �n ti�e r�ormal pros�ctt�iot� of work �►h��� th� i�rt�rrup�ion o� ��r�t��� i� n���ss�r�► �l�� �or��x�a���r, at �east �� h�urs i.rr �d�rar�ce� st�all. be arequ i r�d �o : 1. ��tif� �h� Water �epartm�nt'� ��stribu�xon Div�sion as to �o��tiafl, tim�, an� �chec�ul� af �ervic� interruption. �� �5t� (7) 2, N��ify eac� custa��� pers�nally �hr�ugh re�p��sible p�rso��el a� to ��me a�d sch�d�le of t�� ����r.ruption �f t��ir s�r����, or 3. In t�e �v�nt t�at personal notif���t�on of � �ustomer �annqt be rnad�, a pr�ga�e� tag �orm sha�l be a�tach�d to t�� c�s�om�r's �ntr�nc� do�r �nob. The �ag �h��l be ��zabl� in �o��osxt�a�, ��d �n l�rqe bo�d t�pe ��a11 �ay: "��T���" ��� t� Uti�ity Imp�a��m��t xn your a�ighbor�ood, you� (w���r1 �s�we�� ser��c� wi�� be inter- �upted o� b�twe�n �he hours af and . This in�o���ni��ce wf�l be a� short as possihl�. Tha�� y��, �ont��ct�r �ddr��s Fhone b. £m�� r�enc�r: �r� the event thr�t an unfor�s�en service �r�t����ption o�cursr �notic� shall b� as above��t�t imm��iat�. �5-�,1� MUT�AL �tE�FD���.�ILITY OF C���'`R]4�TC1�5; ��, th�ouq� a�ts �r r��gle�� �r, th� gar� o� ��i� Cont��ac���, �n�► ot���r �ontr�cto�e a�` �ny sub�cant�a��o� �ch�ll suff�r Ioss �r damac�e an �he w�rk, the �on���►ctor �c�re�s �c� ��tt1.e with s��tt o�her �on�ra�kor or s�b-cont��,�tor h� ac�reement or arbi�r�tion. 7�' such �thet �orrt�,�c�or or st�b-cor�tractor shal.l assert any c1a�m a+�a�nst the bwner on �c��unt of �ny damag� al��g�d �o t�ave �e�n �ustaxne�, ��e �wner xill �otify ��,� Cor�tracto�, wha s�a�].� ind�mnx��► �nd s��� ha�rmles� th� Owt��r 2�g��n�t an�r ���h ��airn. ��-�.17 �LER�1�-IIP: Cle�n�up of surp�us ar�d�or �r�s�.e rn�t�ria�s ac�urnu].���� on �h� jo� site dt�rin� the prose�ution �f the work ��d�r tYre�e Contrac� Docu�n�r�ts shall be �c�oun���sh�d ir� l�ee�zs�c� with a d�i�y rautir�� astablisi��� �o �h� �he satis���tion �� �he Er�gi�e�r. '��enty--f�urs €o�rs a€t�r �t�it��n notic� �s given #.o �h� ��r►��ac�or that th� c��anTup or� tk�e �ob site is pr�ce�t]ir�g �n � mz�nner ur��atisf��t�r�r to �he Er,�in�er, if the Car�tra���� �ails: to �orr��t tk�e �S--S ( � 1 � unsatisf�ctory proce��r�� the �i�y ��� ��Sce suck� c��.r�c� ��tioe� as �he Er,gxr���r de��ts app�op�iate t� correct the c�e��-�� defi�i�r���e� cite� �o t�� ��nt�actor in the wzxtter� not�c�, and the costs of s��h dir�c� ��tiont plu� 25� o� auch �osts, sh�ll �e +��du�t�d €r�m mon�es due �r �o bec�m� due to th� Con�ractar. upar� th� cc�m�l����� o� t�h� �roj�ct as a whoXe as �av���c� �y thes� �nnk�ract �ocur�ent�� ar�� b�for� fin�X ����g��n�e and f i na3. payrn�r�t wf 11 �� �ad�, the �on�r�,�tor si���.� ����n and remov� frorn the site o� tt�e pro���t ���. surpX�s ar�� d#.scarded mate�ials, t�rnparary struct�res� an� dehris �� ��r�r� 1€ir�d. He sY�all ��ave ��� s�te o� all w�rk in a rt�a� and o�'d�rly �or�diti�n es�ual to that which �ric�ina�iy exist�d. �urpl�s 2�r�d was�e �nat�r�als r�moved from th� site of th� wo�k sY��ll b� d�s�osed o� at �ocatior�s satisfactc�ry to ti�e �r��ir���r. T�te ��ntra�tor s�ia�� ti�oroughl�r c�ean al� ec�u�p�nen� a�d m��errials in�ta�J.e�3 6� hir� �r�d sh��l d�].i��r over �u�h �at��riais and �quiprnent in a bri�ht, clear�, pol.i���� �nc� new app�arin� �ondi�zvr�. No extr� �omp�nsa��on will b� ma�e to the �ontractor ��r an}� cl�a�t-ug �eq�s�r�d on �he p�o�ect. ��-�.18 F�[�AL INSP���xOi�; Wher�ev�r �he work provided for �r� , an�d contemplated urtder the �or�tr�,�t Do�t�m�nts ��s beet� ,.t s� t Y sf ��tpr i Xy com������ ar�d f ir�a ���,��r�u� �er£v�'m�dr th� En�ineer �ril�, n�tify th� gro�er o�f Y�i��.s o£ �h� Own�r and r�c���s� �h�t ti�� Final insp�ction b� m�►c��. Su�h �tnspe�tion wi�l !�� �rade within 10 da�►s a�ter su�h f1p�1�1���101'l. After su�Y, f ir��� ins�ection, if ti�� work an� ma��r�al� �n� �qrx�pment �r� fo�sn� �atisfact�ryr th� Contractr�r w��], be noti�ied in wr�tirrg o� tl�e acc�p#.ar�c� o� the same aft�r the proper reao�ution has b��n pa�sec� �y th� Ci ty �aun�iJ�. Nt� � f�� �t�ar�e wi�l �� �ad� against the ��ntra�tar bet�r��n �a�d dat� o� r�atification of t?�e Engiz��er and ��i� dat� o� f�nal i�,spe�tion of the work. C5-5 (9} PART � - ����RAL �0����IO�� ��-b LE�A� R�LAT���S A�� �UBLTC R�SPO�S�HILI�Y �E��ID� C�-6 L��]�2, RELAT�O�� AN� PUBL�� �E��O�����L��Y C�-�.1 LA�S TO �� Q�SERVED: Th� �o���a��o� sha�l at ��1 �irn�s a�ser�� an� camp�y w�t� all Fed��al �n� 5�a�e �aws a�d �ity ordin�nces and ��gu�ations which �n an� �a� affect the �o�d ��t �f �h� work o� his �perations, ��d s�a�� obaerve a�� �o�p�y w��h aXI ���ers# laws, ��di�����s and regulations wh�ch ����� or w�ich �a� b� er�a�t�d late� �� bodies ha�ing j�ri�d���ion o� �uthorit� fpr s��h ena���en�. �o ���a of �i���der����ding or i�nora nce �her�o� wi�l be consz��r��. The ��ntrac�o� a�d h�s �ure�i�s ��a�� fndem�i£� a�d save �a�roless th� �#�� and ��� �� its o���c�r�, ag��ts, �nd em��oy��s agai�st a�� ��d aXX ��aim� or �iab�Y��� �rising frarn o� base� on the v�ols�ion of �ny such l�w, �rdinanc�, ���ul��ion, or or�err wh��he� �t b� b� h�rnse�f vr hia �mpla�e�s. �b;�.� �E�M��� AND LI����ES: T�� �ontr��tor shall p�o�u�e all g�rmits a�d �icense�, ��� ��1 c��r�es, co�ts a�d �e�sx snd give al� �ot��es ��cess�r� �nd in�i�ent ta t�e �u� a�d �����I pros�cution o€ t�e wa��. � ��-6.3 P��ENTED �E�I�ES MATE�IA�� AN� PROC�35E�: �f t�� �ontrac��� i� require� �r �e�ire� to us� a�� �e��gn, ���i�e, mate�ial, or gro�e�s �over�d b� ��tter, pa��nt, �r c���r���t, �e �ha�� �r�vide �o� su�h �se by s��t�ble leg�l �g r�ement with the �a���tee or �wn�r of s�ch pa�e��, �e��e�, ox co�yri�h�ed design. �� i� mutua��y a�reed a�d �nde�s�oo� �hat witho�t ��c�pti�n the �o�tract price� s��lX in�lud� ��� royalt#es ar ��st ����ing �ro� p���nts, trade-�a�k�, a�d �opy �ight� �� a�y w�y involve� in �h� work. �he Cant�ac�oX ��� hirt sur��ies shal� ind�rnnify' �►nd s�v� ha�ml�ss �he Owr��� �r�m any �n� a�l ��aim� for •i�f�ingement by r�asor� of �k�� �tse o� any such pat�nt�� d�sigr�, d��'ic�, r�ate�`�.al or pro�essx or �ny �r�de�mark o� co�y riqht ir� cot�t����ior� wi�h t�h� work �c�r�ed �a b� pe�f�rme� und�r �h�se Cor�tra�t Do��ments� and sY��,�1 inc��tnniFy the Owfle,� �or a�ty co�t, ��[��n�e, �r t��,rn�ge �k���h �t z�a� be ok�Yiqed to pay by reason o� such infringement a� any �ime �t�ring the prosecutia�x of �h� wo�k or ��te� �o�p��t�on o� �Yt� work, �ro�►��led, how�v�r� that� �t�� O+�ner wil�. assurn� th� resp�t��ibilit�► to defend any and all suits brought far t�i� �r���c�nger�ent o£ x�r��+ pa�ent clai��c� to b� �n��ei.r�c��d ��or� b�r the d�sign, t�pe af constr�cti.or� ��e ma�exi�� or e�uipmer�t speci���� in t�� Contrac� Uo��m�nts furni�h�d the Co�tra�tor by the �wr�er, �nd to hold �h� Contra��or. �,�rrnJ.��s on ���o�nt t of such s�its. �� ��—� ci� C��6.4 �ANITA�� �R�V�S���S: T�� ���trac�or sh��1 establis� and ��fo��� among hi� �mpl��ees �uch regula�ians in r�gard to clean�ine�s an� d�s�asal o� g�rhag� �nd was�e a� w�1� �e�� �� ��ev��t t�� i�c�ptxon and �pre�d �f i����tious �r con�ag�ous �is�ases �nd �� e�����iv�ly p����nt th� c���tio� of ��u������ a�out t�e work on afly pro�er�� e�ther publi� �r �ri�a�et and sucY� regu�.�tion� a� �re req�xi.��� �y Law sha11 be pu� ir�to x�uttedia�� force �nc3 e��e�� b�► t�h� �or�t�'act�a� . Tt�e ne��ssar� �anita��e� conv�rtier�ces f�r us� o� l��orer� o�t the work� prapex].� se��.ud�t� �ro� �ubli� �bser�tati�n� sh�ll h� cos�stru�t�d ar�t� main�ained ��► the �on�ract�r at�d thei� us� sha�X be strict�y �r�forced by �h� �or�tractor . +��� stx�h �a�il�ties sh�3.1 �e k�pt in � clean and sar�f�ary co�dition, �re� f�corn ob�ect�onab�� �c3ars so �s not to �ause � nuisanc�. A�1 �ani.t��r� �a�rs and r��ula��.orxs of �5�� 5ta�� �f Texa� and �he �ity st�a�l be �trict��► �o�n�li.e� with. C5-5, 5 PL��I.�C �AFETY A�D ��i�V���Et��E: Fla�erials or equip�er�t _ s�or�d a3���� �he w�rk st�a�.l b� s� �lac�d ar�d t�sed, anc� th� w��k s�al.X at �►�.1 ��rnea b� �a canc���ted, as to eaus� no �reater obst��'�ctior� or �nconver�ie��e to t�� publi� �h�n is �ans.�der�d t� �e absol�t���► nece��2►ry b�r �k�� En�i�n��r. Tl�e �ar��.r��ta�r �� r�quired to ma�nta�r� at all ��mes alY �has�s of hi.s wo�eic zn su�h a m�,nner as r�ot t� �mpair �h� safe�� or . �prr�renier��� of the pu�b�.i�, i.n�l�ding� bu� nat li.mi��d ta, �af� � and cor�veni�nt� ingr�ss and ��reas to pro����y �ontig�o�s to �h� wo�k ar�a. The ��nt�r�c�ar shall m�ke adec�uat� ��ovis�ar�s -- �o xender ��asor�abl� ingr�ss and �c�r�ss �or r�orz��� tre��cu3.�r t�ra�f �c, ex�ept durin� a�tual t�r�s��l� ing o� pipe �.n�tallatf on aper�tio�+�, at �tl� d���xe�a�y �rossings. �uch pro�isioz�s m�� i.��].ude b�ic�qfng# placernent of �r�shed �tone or g��v�l o� such o�her m��ns o� p�ovfit�ir�g px��er ing�ess ar�c� egr�ss �or �he prope�t� serv�d by �h� dr�u�+�ay as th� Er�gin��r ma� a�pro^v� a� �pprap�iat�. �uch oth�r m��r�s rnay ifl�l��i� �.he d�version of driv��ray tra�fic, w�.th sp��ifi� ap��o�r�J� b}► �he �nqi.ne�r. �f di.v�rsio� of tra��fic i.s appxt��ed by �3�� ��gir�eer a� �n�+ 1o�a�ian� �he ���t�act�r shaYl mak� ar�angem�nts s�t#sfacto�ry ta �h� E�g�neer �,� �►r�� locati.�r�, tl�e �ontrae�or s�rall r�2�k� a�xang�m�nts sa��s�actory to #.h� Eng#.ne�r f�r �he �ive��zor� of t��ffi�, �s�� �ha�l, a� h�� own �xper��e, p�rovid� all �ateria�s �nd p�rforr� ��l wo�k ne��ssa�r�► �or �he ��nstruc�kori ar�� rtaint�n�nce of r�adw��+s and bxxc�ges �or such div�r�ian o� �ra��i.�, �i.d�wallts rn�st not b� o�struct�d ��cc�p� �� sp�cial permissi�n �f �kr� �ngineer. Tk�e mat�r ials ���av���� arzd �he co��tru��i�n �nat�rials s�t�i� as �ipe us�d in �he c�nst�u�tion of �h� wor�C shal.l b� p].��e� �o as rt�� to �r�danger �t�e work o� pre�'en� fr�� a��ess �o ��� f i.�e �y��ant�t fire ala�rn boxes, golice ��l.l. b�x�s, wate�r val�res, Cfi-fi L 21 m gas valv�sr ar m�nho�.�s �it� the vicxr�i.t��. �'h� Oym�r x�ser�res ttt� rigl�� to r��nec��► ar�}� n�gl��t �n t�i� pa�� of the Contra��.�r �,s regar�s to public coz�v�r�i�n�� anc3 s�f�t� which �n�� com� to its attent�on� �ft�r twe�ty-���r hour� no�i.�� in wri�ing �o the Cor��ra��or, �av� in cas�� of �me�+����y ►�hen ft �ha7.l. l�ar�e the rig�t to r��n�d}► �ny n��Y��� wi�hout no��c�f a�d in either c�s�, the ��st o£ �u�� wo�lc dor�e or ma�e����.s fu�r��sh�d hy the Owr��r or b}� the cit�� s�a�� b� da�u��ed ��eorn monies du� or t� becom� du� to t�e Cor�tractar. "��e ��ntr��tar, �fte� a�prov�J. �� the �r�gineer, �h�l� r�o�if�r �h� Fxa�� Depa�'�rnerst �e�d+��art�rs, '�Xa�f �� ��xgzrr��� � an� Poi ��e �epartm�nt, ����� �� s�}' stre�t or all�y i� reqt�ested to b� �losed �r obs�.r�cted �r an� #i,�� hy�ran� i.s to b� made �nac�ess�.I�1� f ar�d, whert sa dir�c��d ��r ti�� �ng��nee�r, ��al� l�e�p �r�y st�ree�, streets t or highw�ys in ca�xdition for unobstr�tcted u�� by f i re �p�ara�u�. �he ��n�r��t�or shall p�rompt�y n���fy th� Fi�re Depa�`��n�nt �i�adr�u�rte�s wh�n a�I �uch obstruct�d street��, a�l�}��, or hy'dr�nts a�r� �+�ain pla��� �ac1t ir� �ervice. i�h��� tt�e �ot��racto� is r�qu���� t� cons�r�sct ��mpo�r�r�r b�r�.dges or mak� c�the�r arra�gerner��� for �rossxne� �ve� �it�hes or �treams, k�is r�s�ansibi.li.�� for acc�den�.s in con����ion wi�h such �ra��i�g� shalY in��u�� tY�� roadwa�r ����o��h�s as ; , �r�l l as �he s�zuctur�s �f su�k� �ro�sings . �`he �ontra�tor shall a� z►�.� t�mes corndu�t his o��rati�r� arrd the t�s� of c�r�s��eu�txor� rn�►ct�in�r� so as not to d�raage or destro�t t�r��s ar�d shrubs �vcat�d �.n ��vse g�a�imity ta a� on �he si�e a� th� work. Wher��'e�e any s�ch darnac�e �ay be don�, the �or�tr���or ��al� i�mmedi�tel� sati�f]r �,1.1 claims of property owners, ar�d no p����s�t wi��1 b� �ade �� �h� �wne� in s�ttlern�n� o� su�I� cl���s. i`he Can��actor sh�XX fi�e with t��e �nginee� a writt�n �tater�n�nt sh�+��.t�c� �J.l, s�ch �l�ims �djt�sted. C6-G. � �R���LE��S �F �O�1T1���TOR IN �TREET�, ALLE�C9t Al�i�i i���HT-��FtWAY: F�� ��r� p���oa�m�n�e o� ��e contra�tt the �ontracto�e wfll b� germitted ta ��e and �c�up� s�ch �ortions �� ttre pu��.ic st��e�� and a� i�ys x or oth�r puh�, i� pla�e� or oth�r riqhts-��-way �s provxded for fr� the or�irra�c�s o� the �i,��►, as st�ow� in the ��n���c� Docu�r�etx�s, or as a�ay be spe�ificail�r a�thori�ed ir� wz���r�� b�► �h� �ngine��. A reason�,hie ar�aunt of �oo�.s, ma��ri.�ls, aad eqz�i��en� for cor�stru�tior� purgos�s rnay b� s�ot�t� �n su�h spa��, bt�t np more �han i.s ne��ssz���► �� ��t�id �els�r ir� th� cons�ru���on ope�atior�s. �a€�a�v�,�ed �nd was�e �nat���al.s shall be pflerl or stacS��d iz� st��h a wa�� a� not �o int�sf�r� v���t� tt�e us� o� spaces tha� r�ay b� d�sig�a��t3 to be ��£t £�e� ar�� uno�stru�t�d and so �s not to incors�►eni�nce o�cupants of adj�c��t p�o����� . •-�4 If the stre�� is �ccupi�� by �ailwa� trac3ts, th� wark �ha�Y be � C6-6 {3} carried on in s��h ma�n�r �� not to r`_nt���ere with t�e �pe��tio� of tirak�s, loadi�� or unloadi�q o� cazs, ���. Oth�� co�����tors of the Ow��r �a�x for all pu�p�s�� ����fre� b� t�� �on���ct, en��� up�n t�� �ork and p�ernis�s �sed by the Co�tr�ctor and �ha�l be provided all �e�so�able facilit�es a�� ass���an�s for the �omp��tion o� adj�ining work. Any additional g��un�s desir�d b� t�e �ontr���o� fo� his �s� shall De pro�ia�� b� ��rn �t �is o�� �o�t ��d ��p�ns�. ��-�.7 RAYLW�Y C�QSS���S: Wh�� t�e �ork �nc���ches up�n �ny �ig�t-o�-way of ��� �a��we�, the �i�� will �e��re th� n ec��sary eas�men� �o� the wor�. Wh�re t�� ��ilw�� t�a�k� �r� to be c�eossedf ��� �ontrac�o�r st�a�l ob�er�••� all the ��gu�ati�r�s an� ir���r�ct�ior�� of t�s� �ai.l.w�y comgar�y as to the m�tha�s o� p��fo�m�rtg th� wo�k �nd take ��1. grec�u��or�s �o�r sa�et�► cs� prop�r�y �nd t��e public. �iec�atia��or�� with t�h� ra�].�aap compariies �or p��rni�a �hall be d�ne b� 2��d throug� �h� Citp. Th� ��ntra��or �hal� gi�te tl�e Ci�� notic� t��� less tha� fiv� days �rior to th� tisn� of his iz���n�ions to bec�in wot'k on tha�. g�rti.�n o� the p�roj��t wt�i�h i� relat�d to th� �r�iJ.way ��opert�.�s. Th� �cr�t��ctor �il� nat be giv�n e�tr� or add�#.�ona� �omgen�at�or� ��r such �ai�w�y ��ossir�gs unY��� ����if���,�ly set forth in the Contra�� �o�urn�t��s. �G�-6.� AARF��GAD�S, WARN��GS 1�ND Y�A'FCHME�: �he�e th� wo1Ck i� c�rried �n �.n or a�jac�n� t� �r�y stre��, alley�, or pU�li.c pXac�# �he C�ntrac�or sha1�. �t his �w�x ��c�e�s� �urnish, ere�t, and maintaxn suc3� �a���.��de�, �ence�� lzgh�s �nd dar�q�r sign��.s, sh��l pro�ide s�tch watchmer�, �nd st�al� t�i€� �11 s�t�t� other precau�ionar�r meas��res f�r th� p�ote�tion �� �ersar�s o� pr�p�rty a�nd a� the �ro�k a� a�� neces�a��. Harri�a8�� ar�� f�nc�s s#�all k�� �ai.��ed in e col�r tl�at wi�l be rrisible at r�igk��. F��t� st�nset �o sunris� �he �ant�ra��ot ��,�3.� furnish an� ma�ntair� a,t ��ast �ne ea��Xy visibls �urn�ng li.gh� at �ach b�rrica�e. A suff�c�i�nt nu�b�r of �arri.c�d�s shall be ere�t��c� �nd rn�intai�et� to �e�p pe���tx���n� aw�� �ro�, snd �►�hic��s from k�eing d�eiven or� �� fr��o, an� wo�lt under constructior� or b��r�� ma�n��fn�d. Th� �ontrac�o� s�e�I furni�lx w��chfier� anci k�eg �.h�r� a� the�.r res��ctiv� �ssigrrr�er�t� �t� suf£ic�en� n�mb��s to �rat.��� the wo�l[ �nd prev�nt �c�id�n� or damaq�. Ali installat�.ons �nd procedu�`es �hs�,l �� �or�sisten� w��h th� �ro�risiar�s s��. fprth xr� th� 'I�B� '�exas �ianual on Uni�orr� "�ra��ic �ont�c�� ��vic�s fox ��reets and �igY�ways�" i�su�d ur�d�� t�e autho�ity �� the "S��tte o� ���tas Unifozm A�t �i�gul2�t��r� ���,ff x� ar� Rfg�wa�►s" ��odifi�c� as h�r�icle 670�ri V�ron's �k�►i� �t�a�ute�, g�rt ir��nt sec�zot�s b�ing ����.i�n Nos . �7 , � � . 3 Q �nd 3 �. . C6�G (4} �he �on�ra�to� �i1� �o� re�ov� a�y r�gu�atory sign, instru�tiona� sfgn, s�reet nam� sign, or ot�er �i�n �hi�h �as �e�� �r�cte� �� t�� Ci��. Yf it �s �e��r�ined ���t � sign rnus� b� ��mo�ed to �erm�� r��u���d �on�tru�tion, the �on�ractor s�all ��ntact t�� �ranspo���t�o� a�d �ub�ic Work� d�ga�trn��t, Signs ��d Markings Divi��o� i���ne nu�ber 8760-90?��, to r��ove the sign. i� th� c�se o� reg��a�o�� siqns, th� �ontrac��r �us� replac� the perma��nt sign ���� a tern�o��r� sig� rn�eting the r��u�r�ments �f the a�o�e r���ren�e� m$n�a� ��d suc� t��porary sig� m�st be �ns�s1Y�� prior to th� re�ov�� of t�� ��rmanent sfg�. If �he temp��a�� sig� �� �ot inst����� �or���t�� or ff it do�s not �e�� th� �equi�e� speci�rcatfons, ��e p��manent �i�� ��a�l be �eft in �1ac� u��il the �empor�ry sign ��qui��rnents are met. When cans�ruction work i� �0��2��ed to the �x�e�t �hat the per����nt sign ��n be r�4i��tal�ed, ��e Co��ract�r sh�l� �g��n �ontact �h� �ig�s and Marki�gs �iv�s�on �o re-i��t�ll ��� perrna�e�t sig� a�� s�a�l leave his ���porary sig� �� pl�ce un��l such ��-��s�a�latio� �s comple��d. �he �on�ractor w�l� be h�Yd r�spons��X� f�r all dama�e to th� work or �h� pu��ic due �o �a�lur� o� b���i�adesr si��s, fen�es{ ligh�s, �r wa������ to �rot�ct them. Wh�nev�� � �vi����� is �ound of �uch d�mage �o the work the E�g�n��r ma� .. order the d�m�g�� �o��ion imrnediate�y rem��t�d ar�d replac�d �y the �ont���t�r at th� �ontractor's own �s�pens�, Th� �ontr��tor � s respon�ibi��,t� for the r�at�rt�na�c� of �arricades, 51C�IiSi ����es and lights f and far providir�g w���hr�en stral l not �ea�e unti� �he p�aje�t shall ha�e b�ez� �o��l.��ed and acc�pt�d by' �tt� Own�r . Na �om�ensation t e��ept a� sge�i��ca3.ly provided it� tY���e Cantract Do��ments, w'i]�� be gai� to �he �orttractnr �or t�� wor� atxd mat�rials �nnolv�d ir� �h� �on�tructing. provid�.�g, and m�i.����,s�ir�c� of b�rr��a��s, si.+�t��, f�n�es, and l�.g��� o� �or aala�i.�s o� rvz��chm�nr fo� tl�� �ui����u�nt rernoval ar�d dis�o�a1 of such l��arricad�s, sfgrts f or far a€�y ath�r ine�c��r�t�a�s r��cess��� �o� �h� prop��' prot��tion� �a��t�►t and cor��r�rii�n�e of the p�b�ic dr�ring �k�e ��ntr��t p�r�od� a� �t�is �azk �s cortsidered t� b� su�isid,��►�� ta th� sev�ral i,t�ms far wY�ich �t��t or Xu�np sum pric�s are requ�s�ed irt th� l��roposa�. C�-G .9 US� 0� E]�P���IVES � 1]�t0� WE���#T. ET�. : �hau�d th� �ont�a�tor e�ect t� us� �xpl�sive�t d��� w�xgh�, etc., ir� th� pro�ec�t��os� �f tl�e w�orkt th� �t�ost ca�� �h���. �e �xer�ised at �11 t�m�s �o a� t�ot to �ndanger ].ife or prop�rty. Th� Contractor �?�a�l not�fy th� proper repr�se�rt�����te of any �u�li� s�r�rice corpor�tian, �ny cot�p���, indi�ridual R�x' +��il��.�, and th� �wn�r, not ]e�� �hari t,�+�r�ty��our ttours i.n �� �b-� f5? ad�a��e of ��� us� of an� actx�x�y ��ich m��ht dam��e or �n��n��r th�ir vr ht� pro�erty along o� a��ace�t to the wo�k. �h�re �he �s� o� e�plosive� f� �o �e p��m����d an �he praaa��, as s���ifi�d in �he �pecia� Co�tr��� ����m�nts, o� ��e us� of explo�i�es �s reques�ed, the �on����t�r s�a�l submi� notic� �o �h� �ngin�er in w������ tw��ty-€our hour� p�io� �o camrn�n�xn� and s�a�� �u�nish ev�d�nce �ha� �e h�� ��suranc� c��e��g� t� pro�e�t aga�ns� an� damag�a an�J�� ���uri�a aris��� out o� s��� use a� �xplas�v��. A�l cl�ims a�ising out o� t�e ��� o� e�p�osiv�� sha�Y b� a�vest�gate� a�d a��itt�n re�or� ma�� by ��� Contractor's ��surer� to �h� Engf��er wit�in t�� (l�) da�s �fter receig� a� �ritt�� �oti�� of t�� ���i� to the Cont�ac�or from ei�h�r the �i�� or ��� �laxm�nt, �he C��� �ha�l pr�ce�d �o gi�e notice to the Co�tracto� of an� s��h cl�im. �he �se of expXosi��� m�� be su�pe��ed �� the E��i��er if ��y com�lain� is received a�� such ��e shal� not b� ��surne� �ntil th� ��u�e o€ t�� ��m��aint has bee� a�dr�ss��. ��en�v�� expl�siv�s s�e stor�� or ��p�, �he� sh��l be sto��d i� � sa€e and s�c��� rnanne� �nd a�� storag� plac�s s���l b� gl�in�y ���k�� "��N�ERDU� ��PL�SIVE�" an� ���lX �e �n�er the ��r� o� a�ompe��nt wat�hm�� at a�l t��e�. ��1 vehic�es in whi�h ex�losfv�s are being trans�ort�d s�a�l �e pl�inly mark�d as ment�on�� ��ave �nd s��ll, �n��far as �asaible, n�� use h�av� tra�fic rou��s. ��-6.10 WOR� WZTH�� �A�E���T�: W��re the wo�� g�sses ov�r, �hr�ug�, or in�o ��ivate ��operty, th� bwne� wx�l provide s�ch rigt�t-o��-way �r �as�rnent privil�g�� as ��e �ity may d�em n���ssary �or ti�� pr�s�cution o� th� �rorJ�. �#ny addi�ional r�g#�ts-o�-�ray o� work a�ea �or��id�red neces�e�y' �� �.h� �ontracto� shalJ. �� p�o�vided b�► hirn �� his own ex��nse. Suc� addi�.i�na� ris��ts-���way o�r wo�k �re� shall b� acqux��d fo�r t�� ber�e�i� of the �ity. Th� �i��► sk���� be noti�,i�d �n wri�ing �s to the tigh�s so acc��ir�d befa�re work b�g�rrs in th� ���ec��ri area. �h� �on�r�ctor �ha11 r�a� enter u�or� pri�r�te proper�� �or �n�* pt�rpo�e wit3�out �avin� �r��riousl�r obtai,��� ��rmissian froz� the owne� �f such propert�. Th� �ontira�tot w�i�l. not be al�.owet3 to store �quipment or m��.�ri�,l or� private pxop���� unles� and un�il ti�e spe�ffi�d ap��o�raX �� ti�� prop��t�r o+�ner has been ���ured in wr�ting �� th� �ari�racta� ar�d � �o�y �urnis�ted �.� the �ng�r�ee�. �lnles� sp�cifica�l�+ �r�va.��d oth��wise, the �or�trac��� s��].� c���r al� rights-�f�-way or eas���nts of obst�euctior�s �rh�.�h snus� �� r�m�v�d ta make possib�e grop�r ��ros��utaon t�f t�h� work as a ga�`t of th� �roj��t �onstructzon ���r�tion�. �'h� �or�tractor shaX�. b� �espons�b�e f�r the pr�serv�tion �f �r�d s�ial3. �s� CG-6 �5} f. . e�ery precautian ta pr�v�n� ��mag� tv aX� tae�s, shrub��r�, plantst 1����, ���ces, culver�s, �ur�inq, �nd �11 oth�� ��p�� of �t�uct�x�� or impr�veme��s, to all wa���r s�wer, �nd gas �inest �o all �or�d�rts, ove�head �o�e l�nes, o�` �p�urt�t�anc�s �i��reof, ifl�luding the �ons�ru���or� of te�����ry fences, and to a1�. other p�b],i� �r �rivat� ��operty alon� �d�acent �o th� wor�c. Tl�e Car�tr��tor s�a1J. notif� the p�oper r�pr�se�nta��.�►e� �f awners or oc�upants of pub�i.c �� �ar�va�e iar�d� or inter�st in �a�nd� w�ich �igh� be r���e�ted b�r the wark. St���i no���e �h�ll be r�ad� at �eas� 48 i�ours �.� ad�►an�e �f tl�e begiflning of the wor�t. Notic�� shal� be �ppl��a��.� to b�th pub�ic and priva�.� ut�li�y c�mpa�i�s �r an� c��pc�r���on� corngan�rr individtxa�, o� athe�r �f�he� �s owne�s �� ��c+�par�ts, �thas� lar�� or inter�s� i� 12�nd migl�t z�ffecte� by th� wo�k. T�e �ant����tor sha�l �e ��sp�nsib�e £or ali dar�ac�� or in�ury to prap�rt� of �ny ch�racter re�uXti�g ��`t�rn an� act, �mi.s�ion, neglect, a� mi,s�o�duct i�n the m��r�er or �n�thod or ��c��ution o� the wo�rk, o� �t a�y ti.m� due to d�f��tive �or�r �a#.eri��,, or e�uiprn�r��. S�her� and w��re any d���ct or iadire��. o� in�ur�► is dvne to p�b�i� or privat� ��operty on ac�vur�t of �r�y act, o�i.ss�o� � ,' , �eg�e�tt or mi���r�8uct in t�ie �x�cut�.on of the �vr1c, or it� �'�•'� cons�q��n�e �� t�r� non-ex�cu��on �.h�r�of on th� �art �� ��ie �o�t�r�ctor, �� shall res�ore or ha�re ��sta�ed �t l�i� own c�st and e�cper�se ��x�h propert� to a canditi�n at ].�as� �qual to th�� c�isting be�o�e s�xch damag� or ir�j�r�' �a� done, }�� repair�.�zg� r�buxl�ing, or ot�h�zw��� ��placirr� az�d �eesto�it�c� �s may be direc�ed by tk�� �wner, or he shal� m�k� good s��h dar���e� or in�ur� in a manr�er a��epta��e to th� owr��r of the p��p�rty an� th� �r�girxe��. �L1 �en��s er��ount�r�� �nd �r�mo��d dur��xg �onstru�tiar� ot tri�� �rojeck sh�].� b� rest����r1 iko �he origi�al or a�ette� thar� o�'a.gzna� �onditi�n upars comp�etion o� thi� pro�e�t. �i��n w�r� f�r��i.ngx �itl��r wi�� mesh or �ar�e� wire .�s �o �e cr�ss�d, the �ot��ractor sk���.l, set cross bz���d posts �n �iti���' side of peXrn�nent �a������ k�efore th� .��n�� �s �ut. S�ould sc�dit�a�taY f�nc� cuts be r�ecessary� t�e C�r�t�a��o� st�a11 provide crass �ra��d �ost� �� �aint af the pa�o��s�r3 �ut in �,ddi�i��x �o the cross �����d po��s pr�v�d�� a� �.�� p�r�tarr�nt ease��r�ts li�its F befo�e �k�� ��nce is cut. Ter�porary ��r��ing shall be �rect�d �ri �lace of t�,� fe��ing remov�� whe���es t�i� �rork is not �r� progr�ss an� wheri th� si�e is vac�ted �v��rr�ic�h�, andfor at �11 ti�es �o pr�v�nt �i�estocl� f�om ent�rir�g the con�t�u�t�.on a���. The co�t fo� fence �e�nov�l, t�mp�rar� c�osures ar�d re�la�ement sha17. �e �,� sub�i�iax']� �o th� va�iou� item� b�d xn the gro j�ct �6-�� � 7 ? pro��sa�. Th�r�f�re� no s�par�t� pa�m��� shall �� allow�� �oz a�� ser�i�� asso�i�t�d wit� �h�s work. In ca�e �� f�i�u�e �n �he pa�� of th� �o�tra�ta� to r����r� �uch prop�r�y to ��k� good �u�h dama�� o� injury, th� �w��r rn�y► upa� �� �ou� written notice �nd�� ot�inary circu��ta�c�s, �nd �it�out nvti�� whe� � nu����ce o� ha�ardous ���d�tio� ��su�ts� �ro�ee� t� r�pa�rt r�b�i��r or �therw�se r�sto�� �u�h �rop�rty as may b� deter��ne� �� t�� Qwne� to be n�c�s��r�t e�d �h� c��t t��reb� wil� be d��uc��d frorn an� mon�es du� or t� b�corne d�e �o th� Co�tr�ctor und�r ��i� Contz�ct. C�-�.11 ��D�PE��EN� ���TRA����: It xs �nd��s�ood and �gr�ed b� the p�rti�� �e�eto tha� Contra���r �hall g�rfor� al� �ork and s�rvic�s h��eund�r �s an i�d�p����nt cantract�rw a�d �ot as an of���e�, ag��t� s�rv��t �r em�loy�� of t�� 4w�e�. �ont���to� shall h�ve exc��siv� con�ro� of �n� th� exclu��ve rf�h� �o �on��ol the d�tails of a�l �hs wo�� and ser�ices p�rfo�rned M�r�u���r, an� a�I g�rsons pe���rmkn� �am�R and �h�l� �e so�e�� res�onsib�e ��r the �ct� and o�is�ions of f�s a�#icers� �g��ts� �ervants+ �m�Io�ees, co�tracto��r subcant��ctors, lice�s��� and i�v���es. T�e do�trxn� of re�po��eat s�g�ri�r sh�ll na� a�pl� �s b��we�� �wne� ��d �o�tra���r, its o�fic�rs, ag�nt�r �mp����es, �on�rac��rs a�d su��ont�a�t�rs, ��d not�i�g her��n sha�l b� co��tru�d as �reatin� a paxtn��shig or ��i�t e�texprise betwee� �wne� and �o��racta�. ���6w�� CONTRA�T��'S RE�P�NSS�I���� �O� �AMA�E ���TM�: �on�ra��ar �ove��nts an� �g���s to� and does h�r��� in�� mni��. hoXd �arm�es� a�� defend ow��r, i�s o�fic�rs, ag�n��, ��rv�n�s, �nd e�p�o�ees f��� an� �gain�� �n� �n a�i claims or ��it� fo� groper�� �a�a�e or ��ss a�d�o� pers�nal i��ur�� i�cluding death, to a�y and a11 �e�s�ns, o� wha�so �ve� kind or �hara���r, w�^���r ��al or �ss���e�, sris��g aut �f �r �� �o����ti�n wi�h, �irectly vr i��irect�y� th� wark a�d s��vi�es to be �erforrned he��und�r b� Co�tr�cto�, its of�ic���t �gen�s, �mplo��es, �ontra�to��, �u�contrac�ors, �icense�a or �nvi�ee�, w�ether o� �o� c�us�8, �� w���� o� �n �ar�, b� �ll�ged ��ql�ge�c� o� the pa�t of a�ficer�t ag��t�� se���n�s, �m��oyeesf co�trac�or�� subco�tr�cto�s� l�ce���es a�� invx��es of ����Owner; a�d �a�d �on��a�tor does ��re�y ��ve�a�t a�d ��r�� to assume a�X lf�b����y �nd r�spo�si�ilx�� o� Own�r, its o��ic�r� agents, ��r��n�s and �m�1�y�es �or pY�pert� d�mag� �r �osst an�f�x personal i�juri�sf i�c�u�in� deat�� �o s�y �n� a�� persons o� whais���er kin� ox ���ra�ter, w��th�r �e�l o� �sse���d, a�xs�n� out of ar in co�ne�tio� with, dire��ly �� in��rec�l�� t�� work a�d aer��ce� to �e �e�forme� h�re�nd�x �� �antrac�ort its offic�rs, agents �mg�oy�es, co�t�ack�rs, s�bcontractor�, �ic�ris��� and i�vit���, ���th�r �r na� caus��, ��-� �8) i� ��ole or in ����r by all�qed ��gligence of o��icer�F aq�n�s, �e��ants� em��o�e�s, co�t�actozs, su��ontra�tors, licensees or x�v��ees of �h� Dw��r. �o�tract�r Yi��wise cav�nan�� and agr��s to# �n� does h��eb�, i��ernnify a�� ho�d h�rml��s Owner fram a�d a��inst any a�d ��� in�urfe�,l�ss or dam�ges �� pro�erty of ��� O�ner d�ring the pe��ormanc e o� ��� o� t�e te�ms an� co����ions of this �o�t�a��, wheth�r aris��g ��� �f o� in c��ne���on �ith or res�l�kng ��am, i� w�a1� or i� pa��, an� and a11 ������d acts or o�iss�on� of a�fi���s, �ge�ts, serva���, emp��yeesr contracto�s, subcontracta�s, �i��nses, o� inv�t�es o� t�e �wner. In the �v��k a wr��t�� �l�i� �or �am��es again�t th� cont�a��or or �ts subca��r���ors re�►akns un��t�l�d �t t�e tim� axi wo�� on t�� g��j��� has b��n �o�p����d t� ��� satisfac�a�� of the D��ect�r of the wat�r Dega��me��� as ev�denc�� by a f��a1 i��pectionk f�na� payme�� �a t�e �ontractor shall no� be re���m�nded by th� D���ct�r o� th� ���e� De�a�t�ent fox a per�o� o� 30 days afte� ��e date of su�h f��a� insp�ctiont u�l�ss the �ontra��o� s�a�l �ubmit w���ten e�id��ce sa�is�act�ry ta th� Aire�tor that the �Iai� has been se��led and s releas� �a� b�e� obtained �rom �h� ��aiman� i�valve�. �� th� �]azm �oncerned re�ains unse�t]ed ss o� the ex�iration .. of t�e ab�ve 3��da� pe���d, t�� �on�ra�tor �a� �e d�emed to be �:�- �n�i���d �� a s�m�-�in�� paym�nt �o� �ork compl�t��, su�� �emi-final payrn�n� �o be f� an ��ou�� equal to th� t�t�l �o�l�r a�ou�t th�n d�e ��ss the d����x va��� o� �n� �ritt�n ��aims ����ing a�ai�st the Cont�a�t�r arisi�g o�� o� th� pe���r�a ��� o� s�ch work� and �uch ��rn�-fi�a� paym��t m�� ��e� �e r�commen��d b� th� �ire��ar. T�� Di����or shal� not r��orr�e�d �inaX payr���� to a�o�tr��tor ��ait�st whorn such a� ��aim fox` �amages i� out��and#.ng ��r a per��d �f si.�c rnontl�s fallawin� the �at� af the �c����anc� �� th� work gezfprme� �,r�less the �oflt��,�tor s�bmits evi.den�� ir� v�ritir�g �a�is�acto�y �o th� Ua.�e��o� ���t: 1. �`�e �l��m has b�es� s�ttle� and a re��as� has ��en obtain�� �ra� �he �l.aiman� inva�.v�dt o� �. ��od f�x�h ef���ts t�ave b��r� mar]e to s�ttle such o��stan�ir,g cla�ms� and s�ch goad f�#��h e��+��ct� h��� �at�.�d. if �os��.itioz� Cl.} abav� �� raet at an}� ti.me w��.hf� �he six month gexf�dt �h� Dir�c�o�r sha�l recomm�r�d that th� fir��� pa�rrn�nt �o �he Contrac�o� be znad�. If co�c��ti�r� (�) �ha+ve is me� at ar��+ time within th� six month �eriod, th� ��lre�tor may recommend -- that the f f€�al p�ym�n� to ��� �or�tractor be m�d�. 1�t the �� C6�� (�) e�piration of t�e six mont� period t�e Dire�t�r may r�com��nd �h�� �ina� paym��t be made if a�� oth�� ���� has ��e� ��rform�d and a�l ather obligations �� t�e �pn�r���o� have �e�� met ta the satis�ac�xon �f the birector. The ��r���o� may, if h� de��s �t approp�i��e, �e�us� �o accept �id� on ot�er Wat�r be��z��e�t �antra�t �ork from ��o�tzactor ��ainat whom a�1��m �or dam�g�s f� outsta�ding �s � r�sult af wo�k p�rform�d �n$�r � City contract. �� -�.�� c����►��o��s ���r� �o� �r����: sno�xa ��� �o�t������ �laim �omge����ion �pr �n� a�l�ge� �arna�e by reason o� th� ���s or amiss�on� of �h� Owner, �e ��all within ��r�e 8ays aft�� ��e ���u�� sust�i�in� of �u�h �ll�g�d da�age, ���� a w�itten stat�m�nt to t�e Engin�er, sett�ng out in ��tai� ��e natu�e of the alle�ed �arnage, ��d o� or be�o�e the ��t� d�� o� the month su�c�eding �hat in w�ich �ny s��h dam�ge is claimed to have be�fl �u�tai��d, the Co�tr�ctor sha�� �i�e w�t� t�� En�ine�� an i�e�iaed s�stement v� the d�ta��s �n� a��unt of such a�l�ged dam�ge a�d, �pon requ�st, shall gi�� ��� ���i�ee� acc�ss �o ��1 �ook� of acco�nt, r��e��k�, vou�hers, �ill� of �a�in�, �nd pth�r ���ks o� p�per� �o�����i�g �ny evid�n�� �s to t�� ��o�nt o� �u�h al�eg�d dam���. Unle�� �uc� statements sh�ll be f�l�d �s h�r�inabov� required, the �on����tor's clai� �or ��mp��sation shall b� wai�e�, a�d h� �h��l �o� �� entit�ed to payrn�nt o� acco��t �f �uch darnag�s. C�-6.�4 ��JU��ME�T OR RE����TI4� Q� �U�LZC �fi�L���E�� ET�.: Zn c��� it is �ec�s���� to �ha�g�t rno��, oz a�ter in a�� m�n�er �h� p�opert� o� a publ�c uti�ity �r ��he��, the said �rop�xty �hall not �� moved ar fnter�ered wit� u���� ord�r� ��er�upan �av� b��� is�u�d b� th� En�ineer. T�� �xght is r��e�ved to th� ��n�r� of ����i� ��ilitie� t� ent�z the geog�a��i��X �iroit� of th� �an�r��� �or the purgos� of ma���q s��h ��anges o� �e�a�x� to the�r prap�r�y �i��t may �e necessary b� the pe�fo�rnance o� thxs contr�c�. ����.15 ��MPO�ARY �E��R A�D DRAI� �ON�E�TI���: �hen existin� s�w�r 1���� ha�e �o be ta��n ug or removed, t�� �antractor sh�li, �t h�� o�� ��p�n�� an� �os�, �r�vx�e a�d rnai���in t�mpora�� outlets a�� �o��ectio�s for aYl pri�at� or p�bl�c drains and ��wers. The �o�tract�r �h�l� a��o tak� �ar� o� a3.1 se�age a�d dra�nage ���c� �iX� �� ���exve� �ram �he�e drain� and s�wers, �nd for th�s �ur�ose h� �h��l pro�id� ��d m�x�����, �� hi� �wn �ost �nd �������� ad�qu�ke p�mp��g fac�i��x�s �nd temp�rar� ou��e�s or df��rs�ons. T�� �antracto�, at his awn cost a�d �x���s�, s���� �ons�r��t au�h tr�ugrist pi�es, or ather s�r���ur�s �ec�ssar�f �nd be pr�pa��d �t ��1 times ta �ispo�� of d�a�nage and s��a�e c�-� c1�� �. �ecei�ed fro� ���s� i�m�o��r� �o�ne��ions ��til s�ch �irnes as th� permanent co��ectko�s are �u��� a�d �r� ifl �erv���. T�e exist��g sewers and c��n�ctxo�� sha11 �� kept in ��rvice an� rn�in�ained und�r �h� ��n���ctt exc�pt w��n sp�cifie� or orderet� �o b� a��ndon�d b�} th� �n�in�es. A1]. w�t�r, sewage� ar�d oth�r wa��e sha�l be dispose� of in a satis�act��}► manr�er �o that �io r�ui��r��e is cr�at�d and so that th� wa��C ur�der �os��tr�ction w��3. b� adequa�e��► �rat��t��. �6-5.36 A��tA�]�EM��1T AI�D �FIAR�ES F0� V�fAT��t FU�NI�Fi�D B�f THE �Ix�': When th� �ont���toa� ��sir�s to rsse City wa�e� i� �or�r��ct�ion wi�h �ny con�truction �rork� he shall ma!€e com�lete �n� �atisfa;.t�,.y a�rang�m�r�ts with �he i�ort wortt� �ity Wa#.e� A���ar�m�nt �or so doing. �ity w�ter �urni�he� to t�e �on�racto� sY�a11 b� del�.vered to the �ontra��ar from a�onr�ec��on �r� an ��c�s�ing �st�► m�,in. ��1 g�.p�r�g �equire� beyoz�d the poir�t �� �e��v��e� shall b� install�d b� �t�e Contracto� at l�is own exp�r�se. T�e �aritra��or's responsibaYi�� in �he u�� o� ��.3. ��c��t�ng ��r� hydtar�t an��or �ralt�es i� de�a�i�ec3 �n ���t�on ���1.� 13�� Dk' F�RE �lY�RANT� At�� 1�ALV�S �n th��e ��neral Cofltract , - Docr�men�.�. t � Wl�e:� meters ��� used to measure the wate�, th� charges� if �r�y� �ar w'�►te� will be at t�ie r�gu�ar �stai���si��d rat�s. ��ren rne�ers ar� no�. u�ed, the charge�. if �r�y, �vi.1� �� as pr�s�rik�ed by th� �it}� �rdznance, p�r wheze �xo ord�r�a�n�� �ppli�s� g$�►ment �hall b� made �n es��ma�e� �z�c� �a�e� establishe� b� �h� Director of the �'ort �1a�th Wat�r De�artme��. ��-6.17 �J6� OF A 5E�'�1�0� �R POR"�I�t� OF T�� �ORI{: Wher�ev�r, ifl th� opin�on of ��r� ��gineer, any'se�t�or� or portion of the vro�k or �ny stru�t�xre i� in s�it��Xe COf1�1�lOT�i it �ay �e put ir�to use t�pofl the w�eitten order af tine Engin���� ar�� su�h t�s�c�� �ha�� �tot be h��d to b� ir� a�y way an �cc�ptanc� of sa�d wor�C or stru�t�re ar �r�� ���t th�reo� or as a waiver of an� of t�i� �a[o�►isions o� th�se �o�tract �ocum�r�ts. Ali rr�c�ssar}� �epa�rs an� re�ov�ls of �ny sect�on of th� wo�l� so put in�o uset du� to d�f����ve rnat�rials or workma�ship, e�uigment, or to deff�i�r�t �peratio�� o� the p�rt o� th� Contractor, �ha�i �� perf�rmed �y the �os�tr��t�r �t his �wn �xp�n��. C� - 6.�$ ��t��`F�ACTpR '� RE� P�N � I BILITY F�f� T�3E 1d�Ri� : �� t i 1 w�it�e� ac���tan�e by th� �]wner as provided �or in �h�s� �on��'a�t �o�x�ments, th� wo�k s�a11 b� un�e� �h� �harge s�nc� ca�e of �.?�� ��r�tractor, ar�d }�� sh�ll ta3�e ��ex`y r����s����r � pr�cauti�ri to pr�v�nt in�u�y �r d�m�g� �� �h� wo��C or ar�� p�r� C: 6 -- 6 { � ]. ) t�e�eof b� actio� a� �h� e��ment� or from �n� �au�e what�o��e�, w��ther ari�f�� fr�� the e�ecution or nonex���t�on qf ��� wo�k. �he C�nt�a�t�r shal� rebuild, r�pairt r�s�o��t a�d make good at hi� o�n e�pense all ���u���s or damag� to a�� �o���on o� th� �ork ��cas�on�d �y any o£ ��� �ereinabvve ��uses. C���.i9 NO WA�V�R OF LE�A�,� RI�HT3: ��Sp�C��on by t�� Engi���� o� �ny ord�r hy th� �w��� b� paym��t of mo�e� or any payment far �r ac�eptance o.f any workt or a�y ex�ens�on af tirn�, or an� �oss�s��an �aken by th� �it� shall no� o������ as a wai�er of ��y prvvisi�� af t�e Co�t��c� Docume��s. Any waiver o� a�y b�e��h o� �ontract �h�ll no� be h�1� to b� a�aa*��r af an� o���� ar s�bseq��nt b����h. ��� Own�r re���ves t�� �ig�t to �o����t any erro� that rn�� b� di��o��red i� a�� estirna�� th�t rn�y hav� b�e� p��d ��d �o �d j��t the sar�e t�o rneet �.�e �ec�uirern�rtts of th� C�r�tx`ac� �a�urneots. �6�-�. �� �ERSQNAL L�]4H�I�IT7� OF PU�L�� �FFICT,AI�S: In carryir�g o�tt th� pro�►is��r�s of th�se �or��r2�ct Docu�n�rtt� a�' �n e�terci�xng any power o� authr�r�ty� g�'�nt�d thereur�d�r� t�3���'e shall be t�� �iab�.lity upon th� a�tt���ci�ed repr�se�tati�►�� o� th� ��rn�rr e#th�r persvr���.�.� or othe�wxse 2�s �hey a�e �ger�ts �n� repr�s�n�a�i�r�s af the �i��. CG�� .�1 ST]4T� �ALES '1'AK : �r� a coz����c� avr�rd�d by th� Ci ty o� F�r� V�o��.�, ar� ��gani�ati�n wh���x qua�ifies for �x�mption �ursu�nt t�e p�ro�risions o� Arti�X� ��.04 fH) o� the '�ex�s Lirn��ed Salss, ��c�ise, ���3 U�e fia�c Act, �h� �oz�����t�r m�� purch�se� ��n� or �eas� �1� materials, supglies a�nd equipment us�t� �r cor�sume� in th� �erforrnar�ce �� �hi�s contract b�r is�u�ng to #�is s��p�f�e�r �n ex�mptian c��rt�i.�.�c�te in ]ieu o£ �h� tax, ��id �xempt�on ��rtiff�ate �� �orn��.� ►�i�h �ta�� Compt�o�ler�s Rulin� .�07. An� s��h e��rnp�iort ce�'t��a.cat� issu�d �y th� Cor�t�r�c�or in lieu �f �h� t�x sh�l� be aubject �o an� shall c�mpi� with the p�ov�s��n� of �ta�� �om���o1���'s Ruli�ng .��1� ar�d �n�► o�h�r appli�a��e �tate �omp�kroYl�r rulf t�q� perta.{n�t�g to tl�� T��cas i.imitec� �al�s, Ex�ie�, �nd Use ��x Act. Qn ��o�t�a�� awar�e� b� a deve�op�� for �he cans�r�sct�on o� r� pt�b�i�iy-own�d impro��rner�t in s st�reet zi.gh�-o�-�t�y o� �ti��r �a��me�t whi.�h has been d�di�at�d t�o the pt�bli.c and �1�� �ity �f �'o�� ���th {�n organi z�t i on w� �ch qu� ], i f i�� �or ex�r��t �. �r� pur�uar,t t� �k�� �rovi.��.ons of ]�rticle �0.04 (H1 0� the T�xas limi.ted Sa�esr �x�ise, and Use Ta�c A�t� the �or�tracto� �an �ro�ably �� exempted in ti�e same rn�nn�r �t�#.ec� �bo�r�. C6-6 �1�) �i��t�d ���e, ��cis� �nd Us� Ta� p�rrnit� a�d info�matio� ��n b� obtain�d f���: C�mpt��ll�r a£ P�bl�� �cco�nts �a�e T�x Divisio� �agit�l Station �usti�, Tx 0 0 �" r 0 � 0 0 r �4 ��. � t �6-6 (i3} PART � _ ���ERA� �DN�FTION� C7-7 PRD�ECUTYpN A�� PRDG���� �ECT�Q� C7�7 �RQ�EC�TTON AND FRO�RES�: �7-7.1 �U����T���: �he �o�t�a�tor sh�l� �erform wxth his awn �r�a�zzat�o�, �nd �ztli �h� a�siata�c� of wa�kman ��d�r his ��medxat� s�pe�i�ten�an��t w�r� o� a va�ue o� not �es� ��a� f��ty (SO$) pe�c�n� o£ �he value embr�c�d in �he con�ract. If �h� �o�tra��ar sub�et� an� part o� �he wor� to b� d�n� �nd�� th�ss Co�tra�t �o�um��ts, he wxll no� ��d�r �n� ci��umsta��es be r�li�v�d �f t�e respons��i��t� �n� oblig���on, �s�u��d �n��r the�� Co��ra�� Doc�rne�ts. A�1 �ra��ac�xo�s of th� Engine�� will be w��� �he �ontr�ct�r. Su�co�tracto�s wi�� be consid��ed only in ��� �apa�it� of ernpXo�ees or workrn�� o� �he �ontr��to� a�d shax� be su��ect t� t�� s�rn� requireme��s �s t� cha�a���r an� comp�tenc�. The Ow�er will no� r�cag��ze ��p ��b��ntr�ctor on th� �o��. T�� �ontr���or sh�11 a� ��1 tim�s, wh�n ��� �or� z� in �per�tio�, �� Xeprese�t�d ei�her in �erso� a� by a su�era�t���ent o� ot�er des�gn�ie� repr�se�ta�i��s. ��-7.� A�SI���E�� OP CO��RACT: T�� �p�t�a�tor shal� ��t assign, ��a�sfer� s�hlet, conv��t o� o��erwis� d�spos� of t�� �ar�tra�t �� his rigi�ts, ti��e, or int�r�st ir� [r� to the �a�ne �r any p2��� th�r�of �r��.�io�xt tl�� p��viou� cor��er,t o� the �wr��r express�d b�r r�sa����on o� t�i� Cit� �o�ncfl artc� conc�rr� in by tI�e �u��ti�s. I� th� �or�tractor �i�esr W1�Y��1�� su�� �rx�evious cor�sent, �s�i�r�, t�ansfe�t sub�et, �onvey', or o�i�er+�ise dispose �� �I�� �or�t.ra�t or �is �i.qht, ti�1�, or inte��st th��ein or �n� par� th��r�of, ta an� g��sor� a� ���s�fls, p�r�n�rs�i.p, ��m����r �i�rn, or. co��ora�ion� or d�es by b��,��ugtcy, �ro�.un���y �r iavoluntarY, o� by �s�ic�r�ment und�� �h� ir��olv�n�� laws of �r�� ����� f attemp� �.o dfspos� �� t�t�� �ant�.ract r�a�►, at �he o�ti�r� of t�� Owner b� �evoke� �nd ar�nul�,ed, un�ess the �ux'��ies sha�� su�c��s�u11y com�l��� said ���t�a�t, and �� th� ev�n� o� ar,� st��h revocation o� ar�nu�mer��, any rnor��.�s �ue or t� be�ome du� u�de� or by �ir�ue of s�,id c�ntra�� shall be r�tairt�� by th� Owne� as �iq�ic�a��d da�rnac��s �or th� �'�ason �t��t it would �e �mpxacticab].� and �xtrernel� di��i,cu3.� t,� fix �lxe a�tual da�ag�s. C7-7.3 P�30�ECF�T��I� QF �`H� WpRI[: Frior to b�g��ninc� ar��r �onstruc�ian o�era�ioa�t the ��r�tra��.or sh��.�. �u��it �o t#�� Engineer z� £ive or m��e copi�s� �f r�q��st�d b�r �k3� �r�gine�rr ��roc�re�� s�hec�u�e �����rably in chart o�' diagram form, or a brief o�tlining �� ��t�il �nd st�p ��r step th� rnann�r of C7--i i 1 } • �� _ � pros�;-utir�� t�� +�rarlc a�d �r�erirtc� z�a��rxa�.s and �quigment wt�i�h t�� ��c����s �o �ollcsw in or�e� to coTrkpl�te khe pr��e�t in t�� sch�d�a1�� �irn�. There sk�a7.1 a7.s� �� submit�.�� � tab1� �f ��t�ma�ed amo�nts to �e earne� l�y t�x� Cor�tracl:o� du�ir�c� �aci� m���hly �sk�.mate per.�od_ The �or�tra�tor �hall c�m��n�� th� wa�� t� �e per���m�d ��r�d�r �his �antir�ct w�kh�r� th� �im� lir�a.� ��at�� ir� �hes� �antrac� �oc�r�ents and �.k�a11 ��nduct t�� wo�1c in � �onkin+��u� �anr��r ar�d witFx �uff�cien� equi�rnent, mat�ria�s� a�rc� labar as i� n��essary to i.�sure its cornpl.�tion wi�l�in th� t��s� �imit. '.��e ��gu�r�ce r�c�u�st�d o� ��� ��r�st�cuctio� ���rations si�a11 b� a� a13. t�.r�es as speci���d i� ti�e �p�cia� C�n�ract Docur��n�s . �n� ��v.�at�o�, �rc�� sc�h s�quer�cir�g sha�l. 1�� submitt�d to t�h� Engkne�r �or ��s �ppr���l. �o�t�a�tor �hall no� p�ra��e� wi.t�i� an�+ deviata.on ���tf� h� has re�ei�ed s�ritten ap��ova� �rom �h� Engin��r. ���h sp�c��z�atian o� appro�a� b� �h� �ngin�er shall �o� r�li�ve t�� ��ntr�c�o� ��om t�h� fu�l LES�'}Of1Sl�i�l��f of t�� c�r�pi�te per�o��anc� af the �or�tract. The c��trac� tx�� may b� char���d ot��.�► as s�t La�tY� ir� ��cii�n C�--7.8 "'����flsi�rs oE 'X`i�t� of ��rnpi�txor�" �� �his �gre�m�n�� and a progress sch�du�.� shal� not cor���itut� a change in �he ��r��ract �ir��. �7-7.4 LIt�Y"x'AT�AI�� bF O���tlai'�I�N�= The wo�'1[inq op�ra�ions shall at aL� �i�es b� �or�dt���ed �y �h� �ontra�t�r so as to �re��e a rnir�imu� amat�nt �f .in�a�xv�z�x�fl�� to tt�e �ublf�. At any �,i�e wh�n� i� the jud�rn��t of �k�� ��n�ine�r, th� �ontr�,ctor ha� a�s�r�cted or ��os�d or i� �arrying on o��rati�ns �n a parta.an of � st���� �r �u�1�c wa]� c��eat�r �han �s n�c��sa�y �or t�he prop�� �xe�uti�r� o� ��� work, th� �ngi���� may �equ��e tkse �on�ra�tor to fa�r��s� the se�tion or� �thi.c� ��erations are in pra��ress I��£ore th� wor�C is co�men��d a� atty add�.��onrx�. �ecki�n �r s#.rec.}:. �7�7.5 �P�lftA�'�ER �� WOR1{��N A�I❑ �4U.I�M�N'I'= Local la�o� �hal� be used b� �.t�e �on�ra���r is avai3.abZ�. �h� �ontract�� m�,�r bring �n �r�m oui:s�c1�► tt�� �ity �� Fc�rt Worth h�s l�e�► �n�n and l�is supe�inte�d�r��. A►11 nth�r wa�`J�m�r�, �nclud�e�g ��ui�r�ent vper���rs k ma�r b� impart�d on�y after tlie 1ocaJ. ����ly �s �xhaus��d. Tkx� �ontrac�o� sY���l em�.lo�r or�i�r �uch sup�rint�nd��tt�r f�remen, and �at�rkrrt�n w�� ax� care���, �om�et�fl�f �nd ��xX1y qua�i�i�c� ta p��f�rrn th� duti.es or �asks ass�gn�d to ���mt �r�d the �n�inee� may d�mar�d ar�d s�cure tk�� s�ttr�rnary d�,sm�s�al o� �r�y ��rson o� persons �mploy�� l�y th� �ont�actor in �r a�o�� or or� the wa�� wY�or ir� the �pinion of �he O�,r��rt sE�all r�fs�ondu�t hi�ael� �r b� ��unc� to b� incom�r��ent, di�r�s��ctfu�i 7.i1���I7�1��1r��CF dzshone��., c�r C7-7 L2) ot���wks� ab�eckrionable or negl�c��ul �n �h� �r��ez p�r�or�an�e oE his or t��ir ��ties, �r who neglect� or re�u��s to c��ply w�.ti� c�r ca�ry out th� dir�ctions o� the {}wr��r# and s�ch pe�sor� o� �er�or�� sh�l� no� b� �mploy�d agaxn �k�er�on without vr��.tt��n cons�n� of �hc �ngin��r. All wo�rl�m�n shall �av� suffic��nt ski11, abi�it�r ar,d exper��n�� �� pro�erl�r pe����m th� �v�r1c ass�gr�e� to �i�et� �nd op�rat� �any �quip�enk nec��sary to ��np�r7.� c�rr� out �i�� per�o�ma�sce of the ass �gn�c� �t�ta.�s. The �on�r���ar si�a�l �t�r�ni�h �r�c� m�ir�t�in �r� �h� t�r�ric �,�,� such equi�mer�� as is cansi��re� to be necessary �or prose���i�rt of th� w�rk in an ac�ept���X� rn��ri�� �nd at � s�,t��fa����y ���.� �� proc���ss. A1� equipment, too��, �nd machinery t�sed for Eyandlz�c� �t�terial� ar�d e�t�cu�x�tg ar�� part� of th� wor�€ sl�a�1 b� subje�� �.o �he a�p�roval a� tk�� �ngir��e� and sha].I be mair�t�ained in a s��xs�a��.or�, saf� and �f�x�xent wvrl�i.r�g c�r��i�ior�, �q�ipmen� on any �o���or� of �he �rorl� shall be s�c� �hat r�o ir��u�y ta th� wo�k, �ork�n�z� or adja��nt graperty wi�� r�sult f��m i�s use. �7�-7.b V�O�K�C ���iEDi7�E� E�apsed worki�g day� s�a11 be cornputed s�ar�in� wi�� t�k�� �irst day of wo�1� comple�ed as d�fiRec3 in ��� � . � � "WOR�C��1� D�Y'" or th� date ���pulatec� in the "WOFti� ��D�#�" for ��gi.�n�ng wotk, wl�ichever co�n�s �irs�. �ot�i.r�g i.n t��s� �ar�t��rac�. Do�um�n�s sk�a�l�. b� �onstr�ed a� �r�k�a.bx��ng tri� �ontra��oz f�om wo�king or� 3a��urc�a�, aunday o� L�g��. t�nlidaysr ��ovid�ng that the �o��.owin� r�q�isem�nts a�� �ne t� : a. A req�es� ta work on a��a�cif ic T.�gal i3oXi�iay �us� be ma�e to t�xe thar� t�he p�o���dinc� Th�rsd��r. �atu��a�r, Sur�da}► or �ngia�e� n� late� b. Any wvr� �o be do�e on th� p�c�ject ox� such 2� spec��i� ���ur�a�, �unda� or L�gaL FIolid�y �ust bef in �he �p�nior� af th� Enc�is��es, �s��nti�1 to the tim�ly compl��ior� of �.h� pro j�ct� . The Er�gir�e�r's d�cisa.on sh��� be f�nal ��x �r�sponse to such a ���u�st �ar a�p�eav'�� i'.o w�rk on a speci�i� �a�urda]r, �unda�► ��` �eg�l Fioli�a�r, anc� �t� �xtra �ompens��io�x sh��.� �e allowed to kh� �or�tractar for �s�� ►�o�k �er�o�rned �� su�h � specif ic �atur�ay, Su�,d�,y o�c T�egal F�ol�.�ay. �a��ndar �a�'s shal� be de�in�d in �1-�1.�� ar�d t�t� ��r�tr�cto� r��y work as h� so d�s�.r�s. �7-7 �3} t� � �� C7=7.7� 'FT�I� OF CONihS���EM�hTT A�]F} ��MP���'��Q�1: The �oritrac�or sha�i co���nce th� w�rkr`.ng o��rati�ns within tk�� t�.me specif ied in �he C�nt��ct ���z�rn��t� �nci ��t fo�kh i� ti�� �#�rk �rd�x�. �'ai�ure �o �v s� �ha11 be ��t��ide�ed b� th� �wner �� ak�ar�donrna�� o� �l�e �ontr�,c� b� t�h� �ontracto� �nd ��� Ovrner r�ay p�o��ed �s Y�e s��s � i t. 'Fhe �ort�.ra�t�� shal�. maintain a r��� o� p�ogress �uch a� w�1�. i.nsur� that �h� wt�ol� w�rk wi�l b� p���v�m�d and th� p��mises clea�ed up �n a�co�d�r�c� with th� Cont�a��� Dp�um�nts and wt�hin �h� tim� ��t�t��is�ed in su�h doc�m�n�s and s�ch ��cter�si�n a£ �irne as ma� b� p�eop�zl� a�thori�e�l by th� �w���. �7-7, 8 E�'1'EN�ID3�1 ��' '�IM� ��I�PX.�',['��DI: Ti�e ��r�t�a�i�or.'s r�c�uest �or an ��c��xx��.or� �� �i�� �f c�rnpletior� shail �� cons�der�d o�1y wi��� rh� �equ�st �o� �u�� ex��r�sion i.� submi���d �r� �rritin� to t�� �ngineer wi.thin ���ren days fro� ar�d a���r th� tir�� a����e� c�us� o� ����� shaLL E�ave oc�urr�d. �ho��d an �xt�r����n o� ��xe ti�e of cor�pl�tion b� re�u�s��d st�ch r�qu�s� wi.l� i�e forwarded �� �h� �ity Cc�ur�cxl f�r ��prov�� . In �c�����ing kk�e contrac� ti�� for cornpl�t,�o� o� w��St� car��xd�r�tion wi�l �o giver� �� ur��atse�abl� caus�s �e�o�d t�s� �o�t�rol o� �r�d withaut th� �a�z�t or n�gliger�c� o� the �vnt�act��', inclu�ing but limite� t�o ��ts of th� pub].xc �r����r. �,�ts o� �h� C}w�er.t �i��� �l.00d, tornado��, epiderr�ics, quararttine re��ri��ions, 5��1�[�8� �r�igi�� ��b�rg���, or d�lays e�f sub-�ontr��tors c�ue �o �u�h causes. Wh�n the date o� cornpX��ion �� ��,se� �� a cal�r�dax da� bid, a r�qu��#. for ��tt�r��ion �� �im� i�ecaus� o� i�r��l�ment weath�r sai11 �ot b� �o�tsideac�d. �► x�qu�s� �o�r e�tensx�r� o� ti�re due �o �n�1�ili��r t� ob��in su��plies a�� ma�e�i�ls w�.11 be �or�sid�r�d onl� w�i�n a review o€ tt�� �on��acto�'s purchas� ard�� c1���s �nc� a�i�er p�rtineat �ata as r�q��s*�3 by �h� �nc� in��r �n�iica��s that ti�e �on��actar Y�as ma�� a ba�afide a�t��p� t� �ecu�� de].ir���y on sche�u�].�. This ��all in�Iude �����ts to o�ta�.n t�h� sup��i�s ar�d rn�,�e�r�a�s �rorn a1��znate sox�rc�s in �a�e t�e ��a�s� sour�e carsnot ��k� d�liv��ry. T� �a�is�ac�.ory �x�cut�or� anc� camp���ior� of th� cor��ract sl�au�.d r�s���r� wo�'1� and rnateri.aLs in �r�a��t a�o�tnt� o�r qr��nta.t��s tl��n tho�e set �or�h in th� ap�r��red ��nt�ract Doc�rt�er�ts� tli�n �he conk�ract time ma� be i.�cr�a�e� �y �I�ar�c�� Qrde�t �7-7.9 �Ef,AYS: �'h� �or,tra��.o� ����1 r�c�iv� �o �or�p�n�a�ior� Ear d�la�� o�c hind�anc�s ta th� w�rkf �xc�pt ���� direct �nd ur�a�raxda��� ��c�r� cost to the �vntractor ia caus�� by �h� �ail���� of �t[�� Cit� to p�avid� ir���rmation or �at��ia�� if �7-7 € 4 ) a��, w�ich is to b� fu�nis�e� �y the �it�. �h�n s�c� ex�ra �omp�nsa�ion �� cl�im�� a wzit��n statement the�eo� s�a11 �e ��es�n�e� b� ��e Co�kra�ta� to ��e Engin��r and i� by him �o��� corr�c� shall be appr�v�d and re���red by ��� to ��e �ounci� �or tinal ap���va� or disapp��va�� an� th� a�kion kh��eo� �� �he �au�c�� ���1� �� fi�a1 and bind�n�. I� ���a� ks �a�s�� by speci�ic a�d��s �i�en by ��e ��gine�rs �o �top wa��, ar �y th� pe.�fo�m�n�e of �x�r� �or�, or �y �he �a�l�re �� the �i�y to pro�ri.de mat��i��. ��e ne�cess�r�r instru�kions �or ca�r�inc�. on �he wo�l�, �.her� sz�ch �3elay �i11 entit3.� ti�e �c�nt�a�t�r to an ��u��alent ex�ension o� �im�� h�s appl�cakion �vr which shaLl� how�v�r, k�� subject to �he appro�ra� o� �he ��t}► �nunciL; �� � nc� such ex��rtsion of t�me �ha�� relea�� the ��nt�act�r �.� t��� ��a�et�y on �is �er�o��nan�e bond from ail h�s o��ag��ior�s h��`��nd�r +�hi�h ��iall r�mair� �n f�l� �orc� �sntil t�,e dis��ar�� a� �he ����ract. �7-7.1� �`x�S� 0� ��M���T�Oi�: Th� time of com�I�ti�n i.s an ����ntial �Zemet�t af ih� �or�ttact. Each bidd�� shal� xn��cat� in �he ap��ogri�te plac� on �he Za�� pag� �� �h� �r��osal. �h� �umb�r of �aorkistc� days or calenda� ���rs that� h� wi,�l r�quire t� �u��.� �ampl�te t��s con�.,���� �� �.h� #.im� o� �a�flple��on wi].1 1�� spe�i�i.ed by �h� �i ty irt the P�ro�a�� 1��ct i.or� a� the �aritr��t docur��r��s . �'h� �tumb�z o� c�a,ys indicat�d sha�� b� a �r�a].��ti� �s�imate of th� tim� requir�c� to cornpl�t� th� wo�1� �ov���c� by th� s��cific �on�ra�t being bi�c3 u�on. The amour�t c�� tim� �o ��a��d �y th� success��1 b�.dd�r or the �it� wiL7. b��ome t�e ��m� of �omp�.etian s�e�i�i�d �n �h� �ontract Do�u��n�s. For each ca�enc�ar d�� ��a� ar�y work sl�all ��rnaa�� uncom��e�ed a�t�r ti�a �a.m� s��cified irr t�� �or�tract �o�um��tsr o� the in�r�ased tirn� ���n�ed �}� t�e �wr�e�� o�r as automati�a��� �r�cr�ased �y ad�itiortal wor� o� ma�t�r�.a�s o�t��rec3 a�t�r �h� ��n�.ract is �igned, t�� su� per da� give� in ��� �o�.��wirtq s�h��ul�, unle�� othe�w�s� s�eci�ied ifl ot�h��' ��r�s of t4�� Contract Dacumen�s, +�ill be �edu�ted €�vrr� moni�s du� the �ant�ac�orR r��� 2�s a�er�a�ty, hut as 1ic�u�d���d dam���s suf��r�d by the O+�n��. AM�U[�'�' OF �D�1TftA�T � �,0�1 � �.5, 001 � ��i��� $ SQFOUI $ 10�,001 L�s� thar� $ $,�0� to $ 15,0�0 �� � ��Ji��� �.� � �3�i��� �� � ���i�Q� ta S �00,0�0 �7--7 i 5 } inc�usive $ i.n�J.us�v� $ in��u�iv� $ in���si�e � li1C�k�S1V� � iflclt�si�e $ 3�. �0 45.00 � � . � � 1 � � . � � I��.�Q 21Q.00 F~ � _ : y' � ��Qf��� �O ��1 �{��� ��1 �O ���0�0,001 ar�d av�+r �����}�t��� 1�]C111S1'J� � �1�.00 $2,���,QQO incl�siv� � d�0,4� $ 63�_04 The p�r�i�s k�e���o unde�s�an� and a�r�� tha� �,�� h��m �� t�� �ity �au�ed ��r �k�e �ontr�,cto� � s de�,a� ir� �o��].e�ing ti�e wo�rk hereunc�er i�, ti�� �im� s����.��ed �y the �atttra��. �oe�m�n�s �r�u�d i�e x���ga�Xe �r �rer� di.��i.cult �f ���ur�t� �stimation� a�rd �t�at �.he '"Ar�oun� o� Liqua.da��d i�ar�age� P�� Da�►", as ��� ou� �b��r�, i� a r�as�nabl� fore�a�t a� just co��e�ns�,tivn due ��e C�ty �c�r k�arr� c�us�� by any �elay. C7-7.11 sv�PrN�z�}N B� �D[3RT oRD�#�: Th� ��n�ra��,ar sR�a�.i �sr�sp�nd o����ti�ns c�n such �ark or p��e�.s o� th� �ro�k o�der�d l�y any �ou� t, �,r�d w���, no� �e entit�ed �� additio�a�. �a�pensat,ion by vir��e o� srs�� �ou�� o�der_ N�it��� wx�l. �,� b� Ia.able to tl�� �i�� ir, �Y�� �v�r�� the work is �usp�nd�d by � �o+��t Orde�c. Nei�h�r u�i�� the Owner be �i�,b�e to th� Gor�t�acka�e by vz�t�e �f ar�y �our� ��d�� o� action for whi.ch th� �wr�e� zs n�� �o�.�l�t ��sgo�xs�i�l�. Ci-7. L� TEMPORARY �[��PE1��I�N: '�`I�� Owrter sk���l k�a�v� the ric�h� t� �us��nd th� work operat�on �r�olly or in p�r� �o� su�� �eaci�r7 ar p��'iod� o� �i�ne �s h� rnay de�rn r��cessar�r �u� to �n�u�ta67.e s�eathe�` �onc�����ns o� arry o���� ur��avora��e �or�c3i�ivn� v�hi�� in ��e o�i.n�.on a� the ��rn�r o�r �r�g�.n�ee� ���tse ��s�th�r prosecu�ian of �h� w��k to b� un�a�.�s�actory c�r d,�t��.menta� to t�i� int�r�st af �t�e ��aj�ct, Duri�g t�m�a�z-ary �uspensi��, af work c��r�r�ci �y �hi.� contract, €or an� r�ason, �h�� Owner w�.Il ma�e r�o e�€tr� ���►ment �or stand��y ti,ae a� cons��uction �gu3p�er�t a�xdfar const�eu��ivn c�r��s, �f it should be�om� z��c�ssary ��r ���pen� wo��C �o� an ind��in�t� pe�ei�d, ti�e �:on�r��t�� sl�a�l store al.�. m�,�e�r���� ,�n su�h �anner ���t �t���r w,�Yl n�t �L�str�ct o� x�pec�e the pub�.ic u�nn�cessari�y nor b��om� d�magsc� f�n aay w��r 2�r�d �� s�a�I take �v�ry preca�tzon to pre�t�n� damag� or d�terio����or� of t�h� w�rk �er€orm�d; l�e sh�ll �arvvi.de �u�ta��� �rair�age abou� the work, anc3 �rect tem�or�ry s�ruc���'es whe�e ne�e�sax'y. - �hould �he Con�.ractor n�t �� at�Ye �o c�m�al��� 2� �t���io� �� the ��c���c� du� to caus�� b�yond the �ont�ol of �nd +�i�i���� the �a�lt or n�gl.i.genc� of th� �����acto� �� s�t �o�t?� xn Pa�agxaph �7-7.8 ���E�'�zOt� �F '�'hl� T�M� �F �£1�3PLE�'�0�1, anc� s�ou�d i� be deterr�xnec3 b�t rnutua� �onsen� of ��� ��n�,�actor and the En�in�er �I��� a��1u��on to all��r cor��t��u�tion t� �roc��d is no� a�aila��� +�ithin a reasonabl� g�r�od a� ti��, ���n t�� ��ntra���r r�a� �e rei�b�r��d �or th� �ost� o� movi.r�g i�is ��t�ipm�n�. of� tk�e job and returninq �l�� r��c�ssa�ey �q�ipm��,t �o th� j�b when it i� 8et��min�d by the En�in�er �7-7 €5) tha� ca�str�c��on �a� be re�u��d. ��ch ��im�urs�ment shall �� b�s�� an actual cost �� �he �antrac�o� af inov��� th� e�ui�rn�n� �nd no �r��it wil� �e ����w��. �o r��mh�rs����n� shal� �e ai.l���d �� �h� �q�����n� is mov�d t� �not�er can��r���i�n �ro���� �or ��e �i�y �� Fo�t ��rth. T�e �o�tra�tor shall no� susp��� work w��hout w�itte� �o�ic� ��orn t����ngi�eer a�d �hall pro���� with �h� w��k oper�tions �ro��t�y when noti���d �� the ��gx��e� to so res�me og�ra���ns. �7-7.13 �ER���A���N 0� CONTR�CT �V� T� NAT��N�L �M���ENC�: wh�ne�erF b�ca�s� o� �a�z�na� �m�rg����t so �����red by th� �r�sid��n� of �he �nited States or o���r law�u� ��tho��tyr x� b�cames i�po�s�bl� �or kl�e �on���c�or t� �btai.n ��� o� th� nec�ssa�� �abor f ma��rials, a�id �quig�ent� f�r th� ��os�cx��i�€� o� �h� w�rFc t�rith r�ason��le ��nt��uity �v�' ���r�iod a.� twv m�n�hs t�he C�nt�a�to� �hall �t��l�is� s�ven da�s na�i�y t�e �i�ty �.n w�it�i��, g�.vir�g a d��ail�d s�atemen� of t�e �fio��s whi�h h��e beeR r��cle �r�d ��.stin� �,11 ne��ssa�y i�em� o� Xabar, �nat�ri,al�, �r�d �qui.prn�nt r�o� obt��inabl�.. ��, �f t�r �ri�r�s��c��t�on�, �he bw'ner £�nds tha�t� such cor�ditio�ts ex�stxr�� and �.t�at �Y�� �r►a�x�.�.�� of the �or�tr��tor �� pr�ceec3 �s �ot� ��tri�vtabl� iz� who�� nr �rt part �o the ��ul.� �� r��g��ct� o� th� Con�rac�, the�x i� �he Owner can�t�� af��r �easor��ble �f�v��. assis� t�i� �on�ractor i� �ro���ir�g ar�d ma}�ir�g availabl� the ���essar� ].��o�, materials ar�d �qt�ipme€�� �rith�r� �hzrt�r c��ys, th� �on�racto� ma� requ�st ti�� Own�.� �o te,�r�inat� th� cor�tra�� a�d ��� �w�e� ma� �omp��► with th� requ�st� ��d th� �err�inat�o� �hall be cor�di���n�d �nd ��s�d upon a final se��l�r��n� mu�u�ll� acce��.a�l� ta b�th th� ��r�e� �nd ��e �o�t���cto� �r�d �ir�al p�ymer�t shaJ.� b� made in accorr3anc� r�rith �h� term� �� �he a��e�d settl��n�nt, wh�ch �ha�1 �n�Iu��, i�ut r�o� b� 1 i.z�i. �ec� �o, �h� pa�sn�r�� for ai� worlc �xe�utec� �ut z�� ant�ci�at�d pr�fiGs on wurk w�iich Y��s r►ot been per�o�med, C7�7.14 Si35PEbIS�OI� 4� ABA�DON�IENT OI� i'HE WO�t�C AND ]�I3ULM�N'�` �P �OIV'�RA�'�: �l�e wo�l� oper�tions or� alk �ox' �ny goa��ion or �ec�.ion �f th� work ur�de� �o��.r�ct s�a�l be su�per�3ed i�nme��ately on vr�it��n order of t�i�� �ngir���r �r the C�r�t���t may b� c��cl.�re� �an��lled by th� City �o�ncil f�r ar�y good and suf�i�i�nt ca�s�. Tt�� follow�nc� t��+ way' of e�c�mpl�{ ��t flv� of liznitatzonr may b� c�n�ider�d grou�ds �ar susp�r�sivr� o� can��l�.ati�n: a. �ax7,��'� �f �I�e Car��r��toa� t� �omm�nc� +�o��k � �p��atio�s �v�thin tk�e ti�e �p���fied fn ��e Y���� �r�3�r �ssued by �h� (J�rner. �7-7 {7} �_� .� �. Su%si�a��ial �vi��n�e ��a� pr�gr�ss �� �h� work ���r���ans b� ��n�ra�tvr zs ins�f�ic-�en� �o �ame����.� the war]c wxt��n �he s���ifi�d �im�. c. Fai �u�e �f ��� �on�.r�c�.�r �� provfd� ar�d m�in��ir� su�fi.��er�t �abvr and equ.'tpm�r�t �a prop�r�y exe��t�� �h� woric�nc� ope��ti�ns. d. �. Substan�ia� evYdenc� �ha�. tt�� �o.ntr��tor h�s �b�t�dc�ried ��e �ar� , �ub�����ia� evi�7en�� tha� �h� Con�zacto� has beco�ne xn�aLver�� or ba�a}�r�pt� o� o�ha�'wi�e �i.z�ancia�l.y ur�ai��.� to �arry on �hs woa�i� sat�sfa�to�rzl�r. f. �ai�ure on th� p��� �� tl�� �or�����tor �a vb����e any �r�quirements o� th� �ontr�c� Doc�ment�� o� �� comply' �ith'an� orc�e�s giv�r� #�y the En�irte�r �r Owr��r �ro�idec� �ar ir� �hese �on�ra�t Do�unt�nts , g. �'ailure o� �he �ontractor pro���1y t� mak� go�d a�xy de��c� in �aterials or w�rkrnanshi�, or any c�e�e��s a� ar�y rsatur� th� ao,�re��i.an o� w�ii.ch has be�r� �x��ct�d zr� w�xti.ng b�r tlie �nq�.n�e� o�r the Owner. h. St�bst�nt�z►� o� i�.].����ly ��aud or, khc contr���, e�id�n�� of callusion for �t�� p�srgose ��ocu�rir�g a cor�tract �r gerg�tra�ing C�.�}� �n ��x� �on�#��u��.f�r� af �r��lt u���� i. A subs��.n���1 ind�ca�i�R that th� �on�rac�ar has rn�,de an un�u�t�o��.��d assig�„��ttt of t�� cor��.r��i� a� an� fun�is c�ue the�ef �`�� �o� tk�e b�n�f it vf �ny ����i��r or �or a�xy othe� �x��`pos�. ]- k. If th� �ont�ra�t�r shalx f��r �n� cau�� whatsa�v�r n�� ��rry or� ti�� workir�g a��ratio�n iz� ar� ����pt�afal.� �ann�r, �f �he C�ntracta�r comm�r���s l�ga1 a��i.o€� a�ai�st the Owe���. A cc���r �� th� �usp�r�sion o�cd�r ar action of tt�e �ity �a�anczl �ha�_1 �e served �n th� ��n�r��torrs ��r��ie�. Wi��n �rork i� susp�nc3ed fo� an� �aus� or �au��s� or when the ��t�tr�ct is c�r��e7.1ed, tYte �ont�actor sh�11 dis��rttirtu� t�e wvric o� auch �ar� th���o� as th� Ow�ze� sha�l d���gna�e� �r�tereu�on �l�e ��re�i�s rn�yf at th�xr optio�, asst�ir�� �i�� ��n�ract nr k.ha� �or�ior� �Y��r��E �r�ii.c�x t�h� �wn�� t�as �r�e�red �l�� �ontractor �a di.s�or��inu�, and may ���for� t�� s2�r�� ��` rna�, with t�re written �747 E81 ��n�et�� �� �he �wn�r f s��le� th� w�sk �r th�� �or��on of the w�rk as �a;cer� o�r��, �aro�r�,d�� how�ver, that the ��r��ies sha�.7, e�€�rcis� �l��xr op�ion, if �� a�l, �ri�hin �wo w�e�i�� a�t�� t�e wri�.�.er� not��� t� discontinrx� th� work has be�n s�rv�d upon �h� �ont�ac�o� and �pori i:�� �ure�ies or �he�� autho�'�z�r� ag�nts. �'h� ��r��.ies, in such ��ren� �hall a�sum� the �antra�t�r's pla�� in all respects� and s�all b� p��d b� the OwGti�s �o� a��. �vork per�arm�d i�y tl��m in ac�orc�ar�c� +�v�.th th� terms of the ��ntr��� Docum�nts. All monies r�m�,ining due the �ontrac�ar a� �%a tim� q� �his d�faul.� sttal� t�t���up�n becat�e due an� �a�at�l� t� the �ureti�s �s th� wo�k pr�c���ss��, s�ba�c� �o a11 �� the �.ersns of the �ontract Da�um�r�ts. In c�s� ti�# �ureti.e� da not, with�.� �h� h���ir�abov'� s����fi�d tim�r �xe��i�� �heir righ� and op��.o�t to assume t�he �or�tract �esp�ns�bi3.iti�s, or th�t po���or� therea� �hich �he ����� has ord�rec� b� tYse �or�tractor ta d����r��i.nuet ti�er� the O+�n�� sha�x Y�av� ��� p�wer to compl�te, �� con�ra�� or oth��'wf�e, as �t u�a�r 8etermin�, th� work h���in d�s�rii�ed a� �u�in �ar� �i�ex'�of as i� rnay ���z� ne�essary, and th� Cor,tractor hereto a�re�� th�� tY�e Owz��r sl�a�l k�ave the �ight t� t�k� possessi�n �� �z�d us� any ma�exial.� f�lar�t�, tools, equipmerrt, supplie�, and pro��rty of an�+ kind �ro�€ide� �y �h� �on�ractar �ox th� purpose of �arry�ng or� �h� w��el� an� �.o p�rocu�e ot}�er �oo�sr �qui.�r��ntt m�teriais, lai�or ar�d p���e�rt�r for ��i� �omple�ion of th� w�r�, artd to ci�arge �o �he 2��coun#. of th� ��ntr��t�r o� '-. saa.c� cont�a�� e�tp�r�s� for �abv�* r��t�e���Y�, �oo�s, eq�ipmers�f as�d �1.� �x��nses inc�d�n���. �her�to. 'i"i�e �xpens� so charc�ed �Y��1�. k�e deducted b}� ��� �wn�r from su��i r�ani�s as may be due ' o� m�,� ��cotrE� �u� 2�� �n�r ti�me ther�af���e to th� ��ntractor �nder and by v���u� �� t�i� Contract or an�r pa�rt k�ie��o� . Th� ��rn�r shall no� b� requi�ed to ohtain the lowest b�d fo� �k�e work comp���ing ��� con�ract, bt�t th� �xge��� to �e dedu�ted st�ali �e the a�Cu�,� cost o� th� owri�r oE su�t� w��r�C. �r� ca�� s�ch e�c���n��� shal� �xc�ed t�� a�rount �vh�ch would hav� been payabl� ur�d�r t�,e �ontract i� th� same had beer� cor��l�t�d by th� Con�ra�tor, then th� �ontractar and h�s �ur��i�s s�a�l pay tY�� a�oun� of such �x��ss ta t}�� ��t}� on �o��ce ��om �k�� �w��r o� th� ��c�eas due. Y�i��n a��r pa���.cu�a� pa�� o� �.he wo�rk i� �eir�c� car��i�d on b�► th� �wne� by �on��ac� oz oth�rw,is� under th� p�rovis�.�n� af this s�ction� tl�� �orr��ac�or shall co�tia�ue t�� �ern��n��r of th� +�ork in cah�or�ti�y �r��h t�ie t�r�ns of the �on�r�,�t Docu�rents and in s�ch a m�nn�r as to not I�i.r�de� �r inter��r� with p�rforr�n�e of t�e work by th� �wne�. C 7-7 .� 5 �`[�L�ILLt���T O�F CO�TFtA�T : T�� C�ntr�ct wi 1� �� ��r�sid�red as hanfn.g bee�t f�,I£a.11��, s�,v� as pr�vided in a�ny bor�d ar bor�ds or �y iaw� when a11 th� �ox�C �nd �l� s������rs or pa�ts of th� �r��e�� cot�er�d by �he Con��act I��rcume�ts t�ave C7-7 ( �3 ) � �e�r� fi!�ishe� ar�d c�m�l.e�ec�� ��� fi�al, inspe���on made by �he E�g�n�er� and �h8 �inal ac�e��.anc� �nd �ina], pa��ent mad� E�� �i�� Qarner . �7--7 _ �.6 '�`�RhSI1�ATx��] FQR �O�FV�t��Et�I�� OF THE �WN�Fk: A, �D'�'IC� �F 'TERM�k�AT�O�: '�he perforr�ar�ce �f ti�� +�ork und��. �his coe���2��t m�}► I�e te�ma.r�ate� b�► �h� Owrr�r in �rho�e, o� frorn tim� �o ��m� in �a��t xn ac���dan�e w�th tl�is s���xon, wt�ene�rer the Qw�ex sha�.I �e�er�nin� �hak. �u�h ��rmin�tion k� in the hes� �n��res� o� �he �wr��� . Any such t��mina�ior� si���� �e ����ct�d b�r mailing a no�ic� vf ��r�i���ior� �a �Y�� �or�tr���or speci���ng �he �xt�n� to wi�i�h �er�o�man�e �L- wo�rk und�r ��� ��n�r�ct is te��irrated�, and �h� ciat�e upon �rl���h su�h �.�r�ina��on b�co��� ��f��ti��. Receipt a� l•h� notic� �h2xXl be d��mec� �on��t��x�r��y pr�s�sm�r� ar�d e�t�ab�ish�d wh�ri ti�e lettez' �� �Xa�ed i�t �he Flnit�d Sta�es hlai�. �y t��e �wr��r. Fur�h��� it sha�l be de�m�� ��nclus�v��y presurn�d and �stabLished that s�ch ��rmina�ion i.s ma�� with �us� ca��e �s ��ierein s�a�.�dt ar�� �� p�coo� in an�r �laimr �erna�nd o� s�'�t st��,ll b� r�qui��d c�� the O�ner r�ga�dir�g su�h d�s�retxonary action. �. COI��'F���TOR AC�`��N : Af t�� ar�ce�.pt of a r�o� i�e a� �errninat�.on, �nci ex���t a� oth�rw�se �ir�cted by �he �nc�zn�er, t�ie �ont�a��or shall; l. ���p work u€�d�r th� �ont�ac� �n th� dat� an� �o �he ��tt�n� �p�c�.�ze� ir, �h� na�zc� of �.�rrn��s�tion; 2. pla�� no furt�ter vrde�'s or subco�t�ra�c�s �or rnat�r��lst s�rvi�e�s or �����.iti.es ��t�e�t as �tay b� n�c�ssa��+ �px compl�t�o� o� s�ch �o��iatt af the +�ork und�r th� �bn�r��t as i� no� t�rminat�d; �. terrn�n�te all o�d�r� �nd subcontracts �o t�� ext�r�t �.t�a� ��e� re���.e �.o tt�� p�.rf�rmanc� �� wor� ter�xrina��d �� tlte notice o£ ter�n�nation; +4. �rans�er titXe �o the £�wn�r ana� de���t�r in th� �nanner, at� the �imes� and �o th� e�ten�, if ar��, ���ect�d by th� �r���r�ee�: C747 [IU1 �, th� f��rica��� or ��fa�rzcat�d parts, wa�k i� proeess� co�pl��e� work, suppli�s a�d oth�r mat�ria� pra��ced as � p�t� of� or acg�i��d i� ���n�ction wit� th� p�r�or�an�� �ft the ��rk te�minated by �he �oti�e of t�rro�nat�o�; �n� b. ��� �omp�e�ed� o� par�ia�ly �otnp�et�d pl�t�s, drawings, xnformati,on and ath�� pr�per�y which, �f t�t� �on��act had be�n cor�pl�t�� � +�ou�d �a�� be�n re�uirec� to b� f�trnish�d tv th� Owner. 5. com�1��� p�r�ormanc� �f su�h par� o� ��ie wo�k as �h��l �ot h�ve ���r� t��mir�a�ed by the n�ti�� of t�rrni.rxatiott; ��d 6. �al�e such ac��.�n �� m�y b� r����ss�ry� �r �s �h� Engin�er m2x� di�e�t f for t�h� pro�e�t�ort ar�d ��e��rva�ion of th� prop���� �eiat�d t� i�� cor��r��t which is in the po�se�sion o£ th� Can�ra�t�r and in wt���� �he Own�r i�a� o� �n�y act�u�.�� the rest. A� a�ir�� r�o� �.at�r th�,n 30 day's after the t�rr�inatx�n c�ate spe��.fied in ��r� notic� a€ ��rmina�.�orr f tY�� ��n�r�ctor rn2�� subrttit t� �h� Er�g'in�e� � 1 ist t ce�� i f i�d �s to q�ant ity ar�� c�u��. i�� f of an�► or a� � i. ��m� oF t�rm�x��tior� inv�ni�rry not �r��i�usl.y di�posed �.f� ��c��u�i�r� a� items the ��.sg����ion of wh��� h�s be�� a��.��c��d or ae�thori�ed 1�� th� �ng�r���x`. �]ot �at�r ���n I� days there����r� �h� �wner sha1l a��ept ��t1� �a s��� ite�,s providedt tt��t th� li.s� subrnitt�d sh�11 l�e subj�ct t�a veri�icat�ot� �y the ��tginner upon ��rno�al vf #.ix� it�ms o�, if tl�� i�ems �r� stor��, wii�hin 4� �a�� f��m tF�e �ate of su�m�ssion o� the list�x and �r��► r�e�essary ad�us�ments t�v c��r��t ti�e list �,s s�bm��t��dt sT�a�� b� rnad� grio� to fin�,� se�tlemer�t. �. '1`ERI��NP►T�Ot� C��4I�: Wi�h#n �0 c3ays a�t�r n�ti.c� �f �etma.r�at��r�$--th� �ont�act�r shall sub�it �zs ��r��nat�or� c�ai� t.o the En��n��r i� t�e fasrn ar�� �rith th� c�rtificatior� p��s�rib�� b�► �he �:r�gir��e�. Unx��s �r�� or r�or� ��t��nsians �.� writir�g �re � c��an�ed �y �.h� O�rner up�rs req�est� of tk�e �on�ract�r, m��� in wr�t�inc� wi�l��.n st��h 6�-day �eti,od �r a�atha�ixed �s�tensxon �h�reof, an� �r�d all s�c?� ��ai�� st�a�� be concl�xsi�r�ly de�m�d w�ived. C7-7 {�l? . �� ,- . D. A�SO�]�]T�: �uh je�� �o t�e arvvisfor�s a� �ter� �7-7.16��), tt�e �on�ra�kor anci {3wr�er ma�r agree upnn the w�ol� or. any gart p� �h� am�unt ar amounts �.o �e paid �� �h� Can�.ra�to� �y ��ason �� the total or �artia� t�rmina�ior� of �or3c �a��suan� he�eto; �xovi.d�d, �hat such ag���� amo�nt or amc�ur�ts �hall n�v�r ex���d the total cor�t�act p� ice as r���ced ��r k�� a�ou,�� o� paym�n�� otherwis� mad� ar�d a� fu��.�e� redu��d t�� the co���a�� price �f �rork nc�t ��rr�ina��d. �'he c��tract sh�l� be �r��nrl�d a���rflin�l.�t ��d the Contractor shal� �e �aid t�i�e �gr�ec� ar�ot�nt. i�a arn�un� si�aJ.� b� due far lost or an�icipat�d �aroffts. i�a�h�ng S.r� �7-7_16{E� h��ea.���.�, pre��rzt�ing the am�ur�t �o k�� paid to �he C�z��.�acko� �n the ev�z�t �€ failure �� �ts� �or�tract�r �y rea�vn af th� �errnin�tiar� o� work pursu�nt �� �.his s�c�i�nt ��all be dee�n�d �a limit, r�s��i�t or o�herwi�e d�terrnin� �r af���t th� arnou�t �r a�ou��s whi�Y� m�y he agr��d �x�o� ta b� paid to the ��r�tractor �ur�u�n� to khi.s �arag�a�h. �. F�I�,U�� TO A�1���= �n �?�� ev�nt o� �he €��lu�`e �� ��i� �on�ractar ar�d �he ��rn�r �� ag�e�� as pro�id�c� i r� C7-7 . lf {�? +�gon th� wh�X� �rn�u�tt� ta �� �aa,d to t�t�e �o�xt�����r by �'eas�n of th� t�rmir�a�i�n of w�r}� pursuant �o ��ris s�c���r� th� Own��e si�a11 de�errnin�, on �he basis of in�arr�a��.on �vaz�.abl� �o �t� th� arnountr i� a�xyrt c3u� to �he �ontr���or by� �eas�n a€ tk�e t��mi.r�at�ort and shall pa� �o �h� Cor�trac�o� �h� am�un�� de��rrnir�et�. t�� amou�t shail �e d�e �o� los� o� ant�cip�,��� �xo�i�s. F. A�DU��`��t�S= �n arz�vir�g at th� a�oun� d�� th,� cankrac�ox und�r th�s s��t�o�t �h��� shall �� c3edu���d (a} a�1 un�iquida�.�� advan�� or oth�r �ayin�n�� �n acco�nt ��e��to�o�� rnade to the �ont�acta�, app�icable to ��e te�mina��d �ox'�xort of �his con�ract; {b� an}� �].��m vra��ch th� C1wr��� rnay hav� a�ainst ��� ��ntractor in �c�r�nection wi�.h �h�s cont�a�t; arrd (�1 the �gre�� ����� �o�`, or th� �r��eeds c�� sa�� ��, �r�y m��eri��.s, sup��i,�s or otY�er things ke�t by t�� ��ntra��or �r ��Ld, pursuant �o th� �rovis�orzs of thi.s �lause+ anc� r�ot att�erwise recov���� b�r �r ���dit�d �o �h� Own��. �. A�,�US'F�iENT: If �he ����x��t���n h�r�ur�d�r b� par�ia�, prior to �h� settleme�t �f �1�� t�r�n�.nate� �or�ior� o€ this �on�ra�t� �h� �:on�.��,�tor �a� �i�� wi�h t�� Engi��e� a r�qu�st� ir� c��iting �or �n C7-7 (12} e�uita���e adjust�e�t o� �h� �ric� o� prices sp�ci�i�d in ��e contrac� relat�ng �� the � ontinued �ortian o� ��e contrac� {t�e p��tio� no� ter�xnat�d �y t�� �o�ic� of ��rminat��n), such �qu��able ad���tment as may �� ��re�� up�� shall �� rn�de �� su�h �ric� or prices# nothi�g ��nta�n�d ��reint ho��v��, sha�� �imit t�� rig�� of the Ow��� and th� �on�r�c�or to agre� upon th� amount �� �m��n�s �o �� pa�d �o the �on�rac�or �o� the c��g��tion �f �he c�n�i���� po�tio� o� the contract w��� said co���a�� do�s no� con�ain a� es�abl���ed �o���act pri�� f�r s�ch c�n�inued port�on. �. �p �IMITAT�O� �F R�GH�S: �ot�inq co����n�d in �h�s s�e��ian sha1� m�� o� alt�r ��e r�g��s whi�� ��� pwner �a� ha�� �o� �e�mfn���on �f this c���ra�t ��d�r �7-7.1� h�r�of enti��ed �Suspension of Abandor�r��r�� of tl�e wozk and Aanendr��r�t� �f �ontr���'� o r ar�� o�.her r ig �t �ah i�� Qwn �r ���► ha�r� � ar de f a u� t or bre��h o� cor�t�act b�r Con�r��ta�. �7-"7.17 �AFETY M��'F�{�DS AND PRAC'�Y���: �h� �t�n�1C��ior sha�l �e �espans�bl� for xnxtia�ing, maxr���ining, an� sup�r�isin� al]. �a���y �re��utions arsd pragram� Yn �or,n�ct�on �ti�h ti�e work at ��.� ti��s �rid shal� assum� a11. r�spon�i��li�i�s for their �r�fp�cem��x�. '�he ��ni�ac��r sh��� com�Ly w�t�h ��de�ra�, s��te, an� 1a�ai laws, o�dina�c�s, an�d �regu�a�iar�s �o a� �a prea��c� ��rso�, and �����rt� tram �.n��ryt iz��lt�d�t�g deat�, -�r da�age i.� �onn�ction +�i�h �he wr�rlc_ C�-7 (i�1 �A�T � Y G��FRAL C�����'x0�� C$Y8 MEASi�R�M�NT A�� PAYM�N� S��TIO� �8�8 ��R�����EN� A�D p�Y���T �B�B.� �EA�UR��E�T �F QU��TZi����: T�� de�e�mina�xon o� �uan�itxes o� wa�k pe�farm�d b� ��e �on�ra��or �nd �u�hor�xed by �he C�ntract Do���ents accept���y camp��ted un8�r ��� ���rns o� th� Cant�a�� ��cu�ents sh��l �� ma�e �� �he �n�ine�rx based on meas�re��n�s �ad� by the E�gi�e��. Thes� m�asu�em��ts ��11 �e mad� a�c�r3ing to t�� U��t�d St���s S�a�d�rd Measur�m�n�s use� �� co���� ��a��x�e, a�d �,ill �� th� actull ��ng��rt a��at s�iid �on�entst n�m��rs, an� w�igh�s o� th� �at�ria�s a�d i�em� instal�e�, �8--8.� UI���'_P���E�: Wh�n iri t�� ��ea�osal a"Unx.k Price" is s�t forth, �he �a�.d "LTnit ��i�e'" �hal� �r�cl�z�� �he �Eurnishi�c� b}� �ine G�n�.ractor of all �al�or, t�o�s, �a���ia1�� �nachin�rY, �q�xpm�rtt, �pplian�es and appt�rt�r�ar��e� n���s�ar�r �o�c �h� cvnstxu����ri of and th� co��letion �n ���nn�r ����pta�le to the ��c�in�e� a� all wro�l€ �o �� do�� under t�ese �a�tr�ct Do�uments. The "LTr��t Pri�e" si�a�3. in��.ude a�.� ��rm�,��n� anc3 tempora�� pr�t���t��rt o� ��rerh�a�, svrfa��, and �nd�rgrour�d str�ct�sres f �le�nup f f inisit�d, �verhead �xper�set �and, irrst�rar�ce, patent fees, �o�ra3.t.��s, �xsic du+� �o t�� eleme�ts a�d v���� cau�es, delay�, prafits, inju�ie�, �a�nag�s ��aims, �a��s, and all otli��c i��ms n�t �pe�ific�l�y r�enti�r�ed t�a� m��r i�e reqt�ir�r� �o �ully cons�ru�t e��� �i:��r �£ ti�e work �om�].et� rn pJ,a�� �nd �� a s�t�sfac��ry c��c�itior� �o� op�ra�xor�. C8-�.� LUM� SEJ�#: �?��n �r� �he ���p�sal a "�um� �urn" �s ��t forth, th� said "Lu�� �um" sha�� repr�sent� the t���l � os� far th� ��n�ractor to �u�`�ni�h �1�. ��bo�, t����, z����rx�►�s� mac�iin�ry, �quipmer�t�* �ppurt�rran�esr �r�d �.11 su�sida�y �ror7� n�cessary �o� �h� cor����t���iorr �,r�d co�p��tior� crf ���, ��� worlc to gro�id� a com�I��e arxd �un�tion�l. ��em as de�ai��� in #.�� S�e�i�l �orrtract �acum�r�ts ar�dlo� �1ar�s . � 8- 8. 4 ����� OF PAYM��#'� : ��e �on��ac tor sh� 11 �`�ce iv� and ���cept t�� oom�erxsa�zon,��s k��rein gxavic3�d, in iuXJ. p��men� for �urr�ishing 2�I� �a�or, tool�, ma��rials, and in�ider��a�s fo� performir�g a11 wark carx���g����d a�d embrac�c3 ur�der th�s� �or��rac� D��ur�en��, for al1 ,�oss and dar��,g� arising out o� �he r�at�xre b� t�� work or �rorn �h� acti�n �� �h� ��.em��ts. �or any un��res��n def��ts �r �bstr��tions whi��r may arise o�e �e �n�ou�ter�d durir�� tYt� prosec�tipn o� t�e �uork at an� time �8�8 {�? -� be���� zts Final ��ce�tan�e by t_h� Ow�er� (e�ceot a� pravided in para���p� �5-�.�41 �ar all r�s�� af whal•�ve� de}�cri���o� conneck�d with �Y�� prose�u��on af �i�� wc�xk� f�r al.� expe��� ir�cu��ed by or ir� cor�s�q�enc� �� susp�nsion o�r c��s�v�tint��nc� a� s��h pr�se�u�io� o� t�he wor]c�ng �p�ratior�s as he��ir� s�e�ifi�d, �� an� and a�l ir��rxngem�nts �� pat�flts, t�ade��rlcst co��r�c��t�, ��r o�h�r �,�g��, r�s�rc���ion�, ans� for c�mplete�ng the w�r1� �� a� ac��ptat��.� manner ac�ording �� the terrn� a� �h� �oz�t�ea�t D�c�m�rits, T%� payr��nl: aE an� curr�nt oz� part�i,��. �s�i.ma�te priar to fi,��� acc���ar�c� �� �hc work �y ��� Own�r sh��.l fn r�o way �onst�tu�� �� ack€�owi�dgm�nt �E the acceptance v�' �tx� wark, ma���i�].s, ox' �qu.�.pr�ent� r�or in any �t�� �r��udice o� ���ec� t�� c�b3.igatzorrs o� k�e ��nt�actor �� r�pai�, co�r�c�, ��n�w, or r�pl��� a� hxs own an� g�op�� �x�cn�se �n� �e��cts �� im�erfectians irt �h� cor�s��u��ic�n v� �rr th� s�r�ng�h or q�a1i�.� �f the materia� us�� or �qu��m�n� o�r z�achir�er�r furnish�d in or a�ou� �h� �onstru��i�n �f th� wo�l� u�xs3�� �ont�r�ct and i�s �������nancesf ar any damage due �r att��ibuted �o such d����t�, wi�ich d����t�, irnp�rfection, qr �a�a�� sl���,� i�av� ���n d�s�ov��'ed �� or be�o�� �Ixe �inal ins�e�ti�r� an� a��e��anc� o� �r�r1� o� during �h� or�� �'�a� g�taranty ���zod ��ter fin��. acc��tar�c�. Tn� pwn�� sha�1 be �.h� sc��.� juc�ge o€ suc#� d��ec�s f irnperEec�ions, or d��taq�, an�d t�e Cor��ra�tor sha�,x �� ���bl� tv the Own�r for fail�re �o corr��t the �arn� as �rovY��� h�z�xn. �8-$.5 PAFtTIAL E�TIM7�TE� Ai+1D R��A�l�11C}�: S��w�en the ls� �,C�d 5th day a� �ach rnon�.h th� �ont�ac�o� sl�al� submi� �o �h� Er�c�in��r a sl:�t���nt sE��vr�r�g ar� �stim�,�e o� t�t� �ra��x� of ��� r�rnrFc c3one du�ing �h� prevxo�� man�l�� o� �sti�ate �e�iod �x�xder �h� Contract Docr�ments. �70� �at�r �.t�ar� the lOth d�y �f �h� mont� th� Er�gkrt��r sh��l v�ri.�y such esti.ma��, ar�� if x� i� �'ound t� be acce�tab�.e �nd th� n��.ue �� wvr�C pe�formed si�c� tt�e las� par�ia� pa�rrnerit was z�ad� e�c���ac�� az�� h�ndred dol�.ars ���00.001 �:� amoun�, �4� �� such es�.�.m��ed �um wiZl �� paid t� tt�e �on�ra�ta� �� the t��aX �vntrac� �m�un� is le:�s �han �9�Qr04�, �r 95�s o� su�l� e��ima�ed �cum �+i.�l b� paid t� th� �car�t�act��x x� �h� �.otal con��act amaunt is $400k04� or grea�e� w'xt�i,n twenty-fi.v� (25} d��s a�t�r t�� r�gu��r est�mat�� peraod. The �ity wil� h�ve �i�� op�.zar� o� �r���ri�� es��ma��s on forms ���nis�i�8 �� the �i��. Th� �ar�i��, es�i�,a�� may incl�ude ��c�p�a�Le r�anpe�ist��ble rnat�erials d�li�t�r�d �o th� work whi�h �r� �� i�� ir��vrpor�,�ed in�o �h� cuo�lc as a p�rrnanen� ��rt tl�cre�f, but w�i�h at �h� �h� tirn� o� the �stima�� F��,�re t,ot ���n insta].�8d. (su�� pa�m�rit wilX be all�w�d on �, l���is af 85� of �he r��t i�n�o��e va�ue tYsere��. } T�e �ar�trac��r s�x��7. �urniah �h� Er�g�neer suc� in�o�r���.�on a� h� rt�a� �eq��st to a�.d CB�A {�) �im �s a�u�d� i� th� ��ri�ication �� �h� pre��ra�i�n o€ �ar��a� estirna��s. �t is u�ders�vod tha�� th� gar��a� �sti��ti� tra�r� month to mo�th wi].1 b� app�r��cimate �r�l�, a�d all part�a� mont%ly �s�imat�s �n� pa�rn��� w�ll �e �ubject to �c��r���icrn in th� �stiinaL•e ��n�ered �o1�.�wing ��e r�is�ave��r o� ��t e�ror in an� ��`evxo�s e�� i ma t� t��s d��ch �stim�,�e sha].1 not, i n ar�y r�s�ect� ��e taic�n a� an adrn����on o� t�he �w��� of t�h� �rnot�nt o€ work dane or o� �.ts �ua�i�� of s+��fi��.en�y, or �s ar� acc�ptanc� o� t�h� w��]€ done or the r�Iease o� the Contract�r o� ar�y a� h�.s respon�ib��.x�ies urr��r th� �or�#�r�c� Docu�er���. �'he �i�y �es�rve� the righ� t� with��old th� g2��m�ht� o� an�► montt��� �s�i�ra�e aif ��,e �ontractor �ai.�s �c� p��f���n ti�� �rorlc �t����J.�+ ir, accord�n�� with th� s�e��.fi��tior�s o� pro•xisi�r�s o� thi.s �ontiract. ��-B.� W�THH�LDII�� PA�M��#T: P��m�nt on any estfma�� or es�ima�e� �t,�y i�e ���.d in ��e�rance rf �he p���ormanc� of �h� �onst�ruc�ion o�e�a�f��t� is rto� in accarda�c� with �h� �ec�uir�r��nt� af the ��nt�'ac� l�o��xments. �5-8.7 F��1�I� A���PTAS�C�: W��n�ver t�re im��tovemen�s p�o�r�ded �ar �y tY�e �ont���t Dacum�nts �hal3 5���'e b��r� �omplet�d ar�d a�.I. �equir�rn�n�s o� th� �a�txact �7octxmer��s sY�all. �av� �een fu�fi�led o� �I�� pa�t �f th� ��nt�ra��or, th� �ontr�etor sttall riotii� the ��c�ineer in w�it��g �t�a� �n� �r��ro�r�m�nts az'e ��ad� �or �h� finaL i.nspe�tion. '�i�� �r�c��r�ee� sha�l r�otify the a�propria�� oificials o� �he �wn�z, wi�� within � r�a�on�b�� tim� m�,l€� such €i.�xa�. ittsp�ctian, and �� �he work is s��isfactor�rf �n an a��e���k�le condition, ar�d ha� i���r� co�p��t�d in ac����anc� with ��� ��rms of the �ont�'act Doc�m�n�s a�d all. �p�roved mad�f �ca��xons ��r�reo�, ti�e Engxnee� will initza�� �t�e proc��si.r�c� �f t�� f ir�a� e�ti.rnat�e ar�� re�ornm�nd �in�� ac��ptar��� o� �i�� projec� and �in�� p�ym�nt t�e�r�for as ou���.r��d in C8-8.B k��low. �8-8. � FIi�AL PA��fEt�T: Whenever al� th� .�mp��v'em�nts p�ovided �o� by the C�nt�a�� i���ume�t� a�d a�l 2���rv�'�rl r�odif �cati�ns �Y�e�ea� sha].�. �a�re b��r� �om�s].���d �nd all. �ceq�irernen�s of �tt� �or�tract Docurn��t�s ���� �+ee� ��xl�xl�ed vn tl�e part o� th� Co�tractox, a#i.n��. estxmat� �h�win� t�� va]ue �� the wo�k wi�.� be prepa�ed by' the �ngi��e� as soo�t as ��e �ecessary m�a$urer��n�s, computa�zos�s, and ch�cl�� �an k�e m�r�e. Al� �rio� es��ma�es upon �rhich paymen� has b��n r�ade are �ubj��� ��o nec�ssary co����tions o� r��ris�on� ir� tY�e fin�� �a�r��rik.. CB--� { 3 ) ��� 1 ��� �� �L.J����."i'�'���1�2�i]I ��!'1C�1$IOf1S �� ��il� � � �rr ��-���� c� i : �l�l'�'I.,frl1'I�]�TA121' (:[�1�1�[TICl1�l� TCl Pt�I�T C - �T.lVf�2�LL C'.{31�UITl��V� 11. (.S���r��l 1�'l�e�c �upp�enictitar}r CoR��Ei�i���ts a�Yiend �r sup����ii�iit the C'ien�r��l C'�3iic�iti���7s c�l` lhe �-�7i�irac:l ��+� c�it��r p��ovisic�t�s 43�-�I�� �'r���tract �Llacti�mc;�ts as indic�fed 1�c1«���, I'rc7vx�ion� �Vi�1C�1 �ll� Ii�� Slx �171�r1[��:c� �)�' SFiN)p��l71�T�1C{I rt�nl�illl Sll �4�II �f}I'�� ��xil �1`icc�_ l�, �' 3- �,7 FiC1�D�, P���e �3-; �;3}. R1��. �Sara�.rap�� �I'tc:r s�b�ar����:r�1� ck. C.`han�� xl�c �ar��ra�fn i� �•ea�d t3s t'rx�1�a��s: '`�lc+ s�wG-�tic�� �vi]! l�c {�rcej���d hv �Ilc.x c}+��rti:r ►vt�ich are �t t�ie �i�i7�: i�i dcf��al� ar �!elir�cl���.nt 017 c'�I1Y �30174�� C}!- Wf13C�i r'�3`t: 117t�j`CS��C� li] :lll}� 1iti�,�itiis� ��sitY�t llYe (}��jY�.r, l�l! hc,��cEs s1�a31 �+c rrY��cic on l��e �'�����z�� ft�r�Y�s��ecl b�- tlti� (����t��r at��i l�re su�e.�}� s�r�ll be �tcc���ablc �o tl�e �����r�.r. ir3 order fs��r a surct}� �u be acccpt�hl� �c} tlt�: Ciiy, � 1) th� ��rn� c�t` �h� ��rcty s�iall he in�.ludc�l on #,Ite cKarr��� �J.�. �i-rc�sury [,�s� o�- ��ccpt�x�le Sur�tie� �C.���cul�t• #�70}, ur ��� I.13t', SLlrC:t� ll]U5� %�V� [:��73�r�I anck skirplKa� equal �o te�� iir�res the am�unt c�t' th� bcxr�d_ 'f3�e ��n'���+ tts�st �� ljcensec� t� ��tsinc�� ��i �I1e �l�te c�f �1'�xas. 'I'he an��xunt c�f �l,c bc�n�! s���E] n�>� c�xcced tl�e �unotint �€�c���n ot� �hc Ti�a,su�y ]ist or one�tentl� ( G1�il} cxl' tl�� rc�4:�J capi��i ��n�i s��r}�1us, lf �euis�����tc� ss E��i��irccl. the cc�mpany �vritir�� il�e re�n�u��trc� mt�s� be a���hori#�d, �ccrcditer� �r tr��s�ecd tck c�� bt�si��e�s in Texas," C', �'8-�3.� E'�IF�Tf A�. FS"i'I �1�lTCS ��1T� ItETAI[V11G�: P��� �8-R {�), strould b� deleted ie� it� c�Ytir�.r�+ a��d r����ccd wit�t tF�� fol ��wir��; _.-^� �'�rii�a ��� �.'Sllt7�ft#�5 5�17�I �E 511�}I'�lilt�(I L�}� [a�� {-Ck�7ti'SC$OI' OT �I'��1t1r�d Y��r El�� C:jcy oi1 il�e ��a] i.j�� �C1i.I �C���l ��Y 4� eCi��i !7]011xll tI1�1 ��3� w�]F�€ 3S lIl �7�'Ci�fC�S, �Flc: e��ir�,at� s}�a�1 bc proce�ci�ci b� �he �.'ity on tl�e IU�I� clay artci ���I� �ia}� respec�ively. F.�ti�l�����s v�rill b�; pa�i! �v€t��3� 2� �a}�s Fojlow�n� t1�� ��Yd a�'t��� �s�n��t� �eriod, 1e� i.i�e a��r��rr�f�fc rct��n��� �s set ou� h�;lcrw, Yarti�l pa}� es�ti,natc� inr�} ir�c�uc�c a�c�e��al�ie r�c�a�p�ris�rYb�e it�aEeri��s tlelivere� �a tl�c work place w�,i�.li arc to k�e incor�{�r�#e� in#o �hc worlc a.� � p�:rmt�r��n� p�r� ti�ereof, ht�� v�h�c� a� lhe tiR��r: c��' E11c p�y e��3«�i►��.� ha�� ixot be�n ��� i�t�l�ll�.c3. i!` sK��h �ria#cri�Es a�'� �ncluci�cl wi�h�n ���y ���E�Y��te. �ayme�� ��tial1 bc base�l up�n 235°��► �,f �l�c: z��� vaicc valti�e �her�ni'. -l'�yc Cc�rt����:lc�x �sill i'�rnjsh ���e Fng�1��.�r sk�ch i�t��r�i{3lic�n a� �ay b� r�asnr�abl�+ rct���e��i:ci Eo ajci in th� vc:fi l�r:ution or th� ��repc����1i�ri C?�i�l� ��}F �5�]Tll�t�:. 1=c�r co��#ra�t� ni� �ess �han ���EI,��Uf} ili L��� l]T1iC i)F �}:i:CtilklDll, relain�ae �13aE1 hc t�n �cr cc�it (��°��). Pcar co��trac�s c��' ���O,UOU or it�c�i� �� �t�� tin�c of excctition., re.t�ir�a�� ��a1� E�� �i v e �ercer�t { S%). �~t��iCrr�ctor �1��11 �aay st�bco�lr���c�c�rs i�� �c�.orci �virh �he s�bcontract a�,ree��3�.r�� willri�t tive (5} b��s�ness days �i�cr re�eipl hy �:cmlr��c��xr cxf Che p��yrrte��t l�}� �ity, C'on1r���tc�a'� l���lure �K} n�{i�Ce tlY� rey4�ir��i �r�yn�eiii� ko s��l�c�t«tr�clnr� will ���������i�� tlie C`ity� t� wisi�hr�lcf ���ur� �3tt�r��i�nts frar� X��c C:or}�ractc�r �n7lii c�ttirp�i�r�Yce wi�h t1zi� ��cir:��;�•a��� i� ��ccc�r�1�+� i�E�4ct. I� i� ����ti�rstc�c>c� tli�� �1�� p�k�-�it�1 p�'ik' t`,SCICI��lt�5 ���la� �71: �3�7�5i'�?X11Tl�lEC: {)i1C��, �r���i <<l� �,�r��a� ��tt}� �:;�i�r�,itcs anc� ��a��me�i[ ��I' �ar���: v�wl] k� strl7��.�� [u c�>f��:c�i��i 3�i ill� ���iinKMl� reR�cl�r�cl lc,llc���rin� tltie cli�cc>�rcn� o�' �h� it�t��4�lc� in t�xiY} �5r�vtotis �5�In1:1��. ��I'tlnl �18vI11�Tl1 hy �2�v1�wc1 ��;� 1 051t0:`(li. Dx�ner €'c�f �hc atnot�nE �t' �vori� d��tie or of �ts c�xi:�l��y or �1�1'liciency �r �ccr:��u,-�c�: ot'tCie �v�st�l� donc:; ���a�l n4�1 r�3c��: �1��: ��a�����act4�r a�' �t�y� iF1' k�� C'C5�3C�li4lE�k�l�ll:� 4sncier tlic {.{li1�l'�Ct �OClIC11��115. '�'I�c C:ity re�erve� tlxe r����� �c� �i�l�l�4�t� �iY� .pa�me:r�� oi' a��y ��arti7l ��l�mx��e if a���.F Cc��t���ctor fails �a �crlurr�� �he work� 137 �lflC� c�CCb�'�:111[;� �VI�I7 E�iC S�]t;CltCC8�10118 4}l' i1X�1�� pro�°is�c�r�s c�I`tl�is cc��Yu�t��i, �_ F'a�l C- Ci���ral C:oatclitio��w= 1':�rs�l�+,rapfn �3-3.1 1��I'���c (��l�crul C:un�liti+�us �s d�i��e�3 and i�eplac:et� �+iil} �]� �� a3� I'a3•� �] - Sp�cia� C�i��iti���s. �, C:��3.11 1�1�Ul�II?�!C'I:: f":��,e �3-:� ��): T��'le�� sul�l��r��rti��lr "�, LC)C11i. �Ci�I�fT I'UT� fNS�9R�t'•.V{=�� .�l�l L� E3()NL)1 I�Ci" F. ��-G.1? �`���fT�c�T[����� ��F:s�c�r�si��.,j-r�r �=��i� ��[�.�c��L �L�I.?�t�: Pa�� CG-G ___, (S�, �s dcictcd in ais ez�li��cty an�i r�pl�c:eci +�iil� �h� f-4�1���wi���: .. .. . C.4ontr�Ckor �t�v�riaitts �uid agrees �o in�i��i�7i�y ��iy`s �r�k�iG�eer ancl �i'c:h�t�c�, a�1d c���ir }�crso�u�el :�t the �roj�ct si#r ior Contractor's solc nc�.li�eRYc�, ln additic,n, Cntti#ractor c���er�anl� ��ncl ��r�es �o i�dci�ir�i#`y, lio�d l�asm��:ss ancl �lefen�l. �t i#s �,�� cx��e��s�, ittio �+���e�•, i�5 Cx�E1G4�4. ��]`V�k!'Irt5 �111� CT11�}�l?}���5, f�'�lTl c'ill� �F�QAIl15[ e'31�� aIl{I c�I� C:Ic111lZS C��' S�1C5 For �r�perly lns�, �Src3Fsei���r �i��rg�+. ���rsoi�al �ti,k�ry, i��ci���i�g dcat��, �rrisin� vu� ��i'. ��r alicb�d �� �,rise �xt�� r�!', ���a woi-€� and scrviccs ta bc perforined hcreu��de�- I�y Cc>nt�-��:tc,r, its ��I'f�c�rs, a�er�l�, em�,l�r�ces, sul�cotytracturs, �iccnse:e� ar i����ikee�, �vl�eX��er ar r�f�f a1r�� s�r�clr r�rl'ur��� r�r��rrrr,�� i,r ��err�Jt r's carrsed, re� �vJroJe �r r'�� prrr�l b�� �f�e �R�.�1i,���r�c� ar r�ff��F��!_.rr�.��r.�e�rc� rrJ'���}��e� ifs� r� r�ers, s�rvr��rfs;_crr• �x�����fcrN.F�.aes, Coi�lrac�c�r lilc���s� — - �.�-�---- - c�ve��nts a.�tci ����c� ta �nd�:�iji�fy arYd ktiold Irrtr�r�lcss tl�e �}w�i��r froi�i ai�d ag�in�t any �x�r� al] ii�juric� lc� �wn�r's at'fic:�rs, servartts atyc� eirtip�oyces �nd ��1y dam�g�, Ic��s ��r destructt�n �o proper�y c��' tl�c Clwncr arisi,Y� �`r�mY t��e ��rfor�7i�n�c af arty o.f the t�r�ns ttnd �:ot�di�ions a� this �c�n�r�c�, ��l�elJ��r rxr rrcr� rrr�� srt�:lr r�rjrrr�r._�r r}rrruu,�e is crrr�s��d rrr aufro�e or, iu �rr�•� �rx� 1l�cf ,�e�lr`,�re��e� r�r allcf���r1 ��e�,�fr��Fur�x �,�' (J��rr�r, r'�s o r�er,�� ,��,vrrut.r r�fi �!ilJlfr)}+�.�C.S. fi� t�ze r�vent �}wn�f rec�ives a w��tler� ctair�� ��x3� c����x3�M��e� a�;��r��� ihe C�nt�•.�cto� or il� s���c�i�tr�ctuFs �xrio� �c� #'in�l }�ayiz�e�t, fjiial paynti���� sl}all r�ut b�: made �ritif �'on#rac#or e�t�ier {a� .��th�nil� tc� (�wt��:� saE�st€ic#��y cvEri�iYce tl�at �F�e c�aim ha� i��e� sett�ccl andJar a re�c�se fron� Ehe ���i3�atti� i����lvcd, or Lb} �rovi��.s (}u+ne3� ���i�f� a l�:t�er iiv�� ��.ar�#ra�tor's li�tbt�ity �i�sutanc� cG�rri�r tht,� the cl��im ilas b�;en r�[i:r�x:� t�a tttic in�4Rr�z��.e �arri�r_ ���e Dir�:c�c}r m�t}�, if �tie cl�ei��s it apprapTiate, �•�f'use to �acce}�t hi�is c�r� c��hcr �ity ni' Fo�rt i���rtl� �t�blic v���rk Ii<k�t �[:c�ititractor a�airtist ��'Ei0I11 :k C=I�1l�7 For dar��g�s �s ou�s#ai�df�1� as a re�ttl� o#'work ��er�i��-m��i u�,d�� a C'ity C�����ra��. ( �. If��F�.�:�1SFC) t�� l��,('RF.���F:€} (}1J�1�-I"I-l-I�.�' �'�ll'l C� - CitTi�l'�kI C'��ItiII]kC�TlS, S��:ti�k�� �'<�-� �{'()l't� [}�' V4'�)1���. f`�r�;�' (_' ����4 { i�1. ����is� pu��:��TertMj�h �'�-�,; I?�1C'�EASE� [_}R L��:C'RE�1�ET] ���fth�'�'��'l�� tc} rc��i as fi�ll�,��-�; i�cvis�d P�, ? ��r'?�1f0� Thc [lw�icr r�sc�re� kh� r��h< <c} al��r �1��.? ��L1�111C1�1[;�; �}� ��7C kV{71'�ti tn be p�rft�rnrc�� 4,�� ��� ��lencl �r sl��rterti �I�e ii��}��-oven��nt� �,t �aiv tii�ic ���I��1� ��y(i d5 ��Llr3� t� �� itiCC���ary. ai1c� tlt� ('c�«�r��c�c�r sE�all �,�.t�fo�r7� �iic w�rh r�� a�tr1•c:ck, iir�a•c{a���i c�r ci�crea�cl �t tlie t�nik �rs�:es a� c���h1i�l���i ir� �E,�. c�n�raci cicxcur�tc�Yis, �cx alE��v�«ce w�ill be m�d� 1�r �t�3y citall��:s in lo�i or ��n�i�i�•r,�cc� prati�s nor st�all �4acl, �31{�n�e� #�e cur�sid�re� as wai��Ratg ct� inv�tli�l�tin� �ttiy coi�cii�io�s or �rovisio�s of�fie Co���ra�� �)����m�:����. 1�aria�icm� i�t c��aan[i���:� �}#`�an�lafy �eu��r pi�x�.s ijr dc�tC� c�x�egori�s sl��Il b� E����r}�ret�:ti ��ereiil a� a��+�yir�� ta iiie overa�l q����itititi�� �rl-����,it�ory �:w�r pipe in e�clti pipe siic� ��ui �yut tn ll�c ���riuti�s d�:p�t} catc�oric�. ��. C:3�3, L 1 II�]�1J��1{:�': Page �3-3 (7�}; �cS� ��xk����r�gra�C� "h_ �1)1)�T[C)I�]I�L, �r�I�r�.��v��F ��F�l�i��.�r��v,�.�.. a, 'I-h� C:i#y, it� officers, em�+ls>}��es t���l scrvartts s��l� be endors�:d �rs �n itcicEi�ional irr�urec! c,n Conl�ac�c�r'� ir��uri�nc� p�iE�:ir:s ��x�;�pli��g c�np�oye�'� l�ahili�� ir►�urai�cc cover�age k�nder Canlr�ctc�i's wc�rlc�r�' cUmp�:il�d��0�� it75k11'�El�� �.iO�IC}�. �i. C:�:rtittcates o�` ir�s�tr�.ncc shall be delive�c:�i t�} k.h� C:it� of Fo�t �o�th, cc�n�rac� ad���inis�r��t�i� id� titie res�ec:�i�e depa�-hxi�nl :�� ��cciTieil in ihc bid d���ni�e�ls, l�{lU '�'hs�oc��itiorcon 5ir�ct, N'oE�t 1�or#h, 'i?� 761 ��1?, �rac�r lc� c:c�t�rmc�,c�cnr�ent of w�rlc c�n iltie c��tr�c�c�i ��rn,jcct. �. ��}�� f�wi�t�rc o�i par� of i�e C'ity t� re�u��� r�yuir�rl ii�surance ��ct�iyre�it�tt�n �1�;�1] riot �onstitt�tc t� waiver of th� 3.t�starance r�€��ire�nent� s�eciticr� i,���:in. c�_ N�ch �r�su�•ance po1�c}� sh�1� k�e enc��r�ec! tt� ��nvide ti�e C:�zy' ��T�1I11ITi��Zt1 t�ia�l� d�y� r�{riice irl' can�.e�fatic�tti, �,oiy-reiicwal, ancil���� n���ie��irt�l cl����,e i» �a�slic}� tcrj�s or c��������. A ten ciay� n���icc �ha1! bc acceptable in iY�c e��ern of non-p�ymenl c}�` }�rcmi�r��, c. insurers mt�s� he a«thc>nx�:� �o d�? �x�sirycss �n t�e S���e a#� Texas ant� k��v� � ct�rr�n� ?1,�, �3esl ra�ing uf A: Vil ��� �:���iiv�lcr�! i�i�Eisurr �t� f`inancial �freng�lti and �c�lvi�nc��. f. f�ecit�cl��le li€��its, �r sel� ttuidcd r�t�fi�ic��i fiir�t�, on eacl� �olic:�r n�kis� nat exc�eci � 3{7,�UC}.{7fl }a�r o�curre��ce un�ess ��tlY�:rw�s� ��proved by the C'it�+. �. [��her ll��n urorker°� Cc�r�r�c���atiolti i�tsur��ic�. iiti �ic� ot' [��ad�kian�l i�st�rar�ce, �ity n�ay cor��icl�r :�It�rE���i�ve co�er�g� o� ri��C l�-c��irr��:nt 171C;��k�r�� fitr�tit��� irts�irt�iic� �����Is nr t�i��c I'�l�'illlCl�1 �,]-illl�l�_ I E�� �.I�}' tlllk5� R�?�l'{}ve it� �va•iii���, �s��}� ��l�er�:�tiv� �:ov�:r���. �eL']Se�� P�. 3 f�51?[}l��, �i_ ��lork�r�' cttm��:r���tii+a� o��stir���ce �s-rlic�y{�} coverit�� e«i�lc,}•c�.� �:����xlcr����! �,n 11�e �ii'i1��.C� S�lcl�l �� �llCi01'S�L� w�t�� �t �vt�iv�:r c�f suba•�r�;a�iun prnv�cli�r�� ��i�ht� col- �r:cove��y in tavor �,� �lie C i ry- i. �'�ly slyall r�c�� b� res�ons3ble i��r t1t� clir�:ct payinent �f in��urancc �rer�ii�xm c�st� for f:L1I1f�r�C�{7�F� ii75U]�i1TlG�- �. �'vn.4T`�cl��r'� insK�i���ncc ��a1�c�es �h���ll ��:��.l� hc: cs�dor�eci tc} �f��vic�� tEi�# ���cl� �rr�ura�ice is �+r�iii���y �rc�i�clit�r� ri��d ai��' SC�I-�I11�{�k=�G C]l- {:�)f11111�1'C1A� �OVCf��� iT��11�3X�liC1CC� �7� C'ity sh�11 I]C}t �1C C�7�I�i� 11�]�Tl ��7 C{]fl�fl�3Fiil' ti} lr�s� r�c�ve��y- !�, Ir� �t�� ct�t�rsc o#`�he pi•ojcct, f�»Ztr�ctor sha�l re�orl, in � tirr��:ly �Yinrtt-�er. lu C'i���'s of['icial�y des��,�7ated contract admi�eisi��r�t�r a��v k�ov,�n I���s t?CCt1!"!'s'li�C. w�31CI1 l:Ulli� �1VL ris� to �x ��abi���v c�a�m c��� Ea�vst�i� or whi�:h cor�lcl �esu�t i�r �M �r����;r�� �oss. 1, Can1-ractor's �iahilit� s��,l l t��� be liinited to ihc spcc��i�d a�-nc����tt� c3�' ir�su3•at�ce fci��ired ��e��ewn, tn, U�oi� �he rec��e�l ;,f- ['i�}�, �'���irac�c��' �l�all ��cs�ic�� coniple�e c���r�.� �f a�l ijisurai�ct� p�licies rcquire� �}� �I�esc cnntr�ct �ociam����_ CS-!f_� �CC�YF i}F P����?J"!`: i.)ei�te ��L48,�t �c�p� nf Paym�nl t�t p��c �'8�8�1� is ciei�te�d �ii �ts en#ir�ty a�d r���l�crd wit�� �l�t� Fc�alowin�: i�e C{x�ttr���ctur shall r�r;eive ��i� acc��t �he c�smpen�atic�r� as ��creiil provic�ed, in Full ��y�ne�� fiki• 1'urnisisii�� ali 1a�4�r, t��r�ls, r�}ater3als, and incic��nta�s f�r perta�min� a�� �vork con�e�iglate�� �n�i e�nbras:e� t�r�r�er IJ�cs� �onkrac# T)c�cu�r�enis, far aS] lass ���d ilainage ���sin� v�� �i' tlic na#:ur� a�' #he �vor� �� �r��n tF�e �ction o� �1�e elei�rent�, 1'c�r �rry utYforese�r� �i������ or obsiructic}��, wl7ic�h r��a}r arise c�r be e���or�n��red c�ur€a�� tlYe pro�ccu��on ��rhi�3� may a�isc or b� t�a�c��ti«tt�r�� durjisg th� �rc�s��:Lt�ic}n oi`the �vor�C �i �N��� �itti�� �cforc i�s lii�al �s�c�ptarice hy lE�e C�wNxer, �exce�# as �ro�rt�i�ci irf �a�•:��ra�h �5��_1�) f�r �I1 risks oi' what�ve� il�:���ipxion �or��e�:teci with ��c prosec4�l�on c�f �h�: w��r�t, For a�l �x�enscs ��tcurrcd by or i�7 ccxn�cc��i�nc� ��i' �l�c su�pe�isio� or il�*cc��,linu�nce of s��c� �TI'�iS�C4ltlt}Il Of� L��C kVQ�'L{li�� (��1L�'�ifOC75 85 �l�l'�1[1 S�}�C:3�k[:C.i, ar an� and �l1 ir,ffin�;c.m�t��s oi' pa����s, tr�de3��rk�, cr��ayri�;hls, �}f �iC�rr le�a] ��se��rati�ra�, ��Ycl frkr coi�tipl�tir�� �I�e work a� a��,�cc�plal�le �n:i�n�r accordt��� ��� t��: t�:rn�s of #I�e Conxra�� Ducu�n�nts. T�te ��y�-r����� ��f ai�y cx�rrcn� c�r pttr�ial c�iir��a�� pric>r ic� �iic fiji€�I mcc����ans:c c}�' t}�e work t�� �he� (�wncr �}��+11 it� s�o ����' �:ct���t�ttii�: an ac�xow�eci�m�:n� �}�' t��tc rtcccp��a�c� ��f ��i� �vc�rk, t11:i�C1'I��S. [wl- t'.LjL�1�7CT1L'ltit, ��or iG� u��� wa}� pr�:juclice ar at��ci thc o�li�atio��s o�' tl�� C-t}�Y1ra�:�c3r �[k rcN>aiM�, cnrrc:�t. r�:l�r�,�. nr ���.�3��c�: �wt IZ�� �r����t �t3�i �r���tcr �;xr��:���� .,nY dcfecl.s �,r iri���r��c�ic�n� j�7 �1�� con��ructi4,�t c�r iii �lie ��r�nglh �� qu:�li��+ ul' �E�c ����;.�t�ri{sl u�c�� ��r �c�u��r�tti�«� ox n�act�it��.}ry fiErr�ish��l in c,r ��t,��ut tk�e �.ons�rtitcti�sn c��` �it� ���c�rk 4�nc#�r �{�>>lra�L {tri�! il� Et���?LICI�'k7�11�CiS. {�I' tiCiV C�33�l1:t��� ����' c,r a�tr�l�t�t�F� ro s��c�1 {��i-�.�r�_ �����E�cE� c��#e�����_ ��e� is*�1 j.��� .� f1�?�{1�[1? i�zYp�.x��fcr�it,��s. ne cit��l3a��c �l�.�I] tta�fe �ie�n tli�t���•�r�c� c3t7 c�r I��.i���°� �h� �i��l in��c�.ti��M� �r��c! ��cc�.pl��nc� ��1' tlY� �v��rl, �r!' ifLl]-i13�; tlYc t���� {?'w }����r ��,���r��t���+ ��cr�uci afler tEi�: ii�i�}I t�c�.cp����ice. Tl�t ��w«�:�� sl�<<<1 b� tlie �olc jti����: �,# s�s�:�� cic.l'r.ct�, �al���:rFectir�r�s, nr dum���;r:, arti�i �Ir�. �c�nEr���ic�r �i�,��l ��e ��a��l� lo t�te (���'n��' di�r �t�i14f���: fo co��recl lh� ���ne as pr����ic��.�l l�e��Mn_ J. [:8-B.IQ C�Li�i:i�Al. �L1A[��IEV'1'Y: L7el��� ('�-�_ 1{). (�cncral fi�uara.i��y a� ���gc �:8-�(��) i� dcict�ci ir� i�� c}Iti�ircty :�r�c� re����:ed witlY llic �c���n����iry�;; C�cit�cx th�: f�nal �er�i�c��a: a.f p�r�•�ien� flt�r {tn� p��cx�ri�iorti in the �or�trac� Dncu�7Ye���s, ��or ��ar�ia] �>r �i�lire i�cc��p{�»c:y �r ti��e af ih� �}]"c313�4E`,S by t1�e �wner shall cot�stitute �a� �cc�:�rt�ncc ��' wof�f� nol d�nc: ir� ac�o��an�e �vkth �h�. {'�.F��tract l�.}or;un�en#� c�� r�:licvc 1ltie C�r��rac�o�• ��� liability iit fes�xe�! ��� aiy}r cxp�-e�� �v�rrt��,���s or respo3�sibiii�y for f�t��tY matera�E� csr �v��r�crr�ansYti�a. T�-ic ('{mtrt�c#ar s17a�1 r����e���; a��y �I�f�cts or dar��a��.}� i�� ��e w�rk anc� �a,y �c�r �ny da�z�€��e �o c,ther �+�rk ur� property re�ulEin� �i�cr�#ronl �vhici, ��a�� �p�ear wilhin f� ���:��r}� of tvwo (2) y�ar� i��m �hc clr�te af �S��M� �c���ta�ce of t�� wc�x�c ursless � loitig�r ��eric��i i� s�cciFied antl ti���l1� i�IlYil]S71 a�uori a��c� SU��iL`,1GIlt i7i�lFi��l7r�C�C[: bo�� in the an�oun� {,t' 1 C1i} �crcc�Yt c�t' 4fne �muuiy� of" �EY� co�1t�'�ci �v���c�� �h��] asstire tlze perf�ri7��n�e o� t�lc ������ra� �Ka�r�nky as t�bc}v� u���ir�ed. 'i'lie ��v�er v,�il1 give nol�ce �f obs�i�red �Jcf�cts u+�1h r�:�s���table p��nmpin�s:t, �Lny i•efci�cnc� to any shc��t�r pe��io€� of tizne c�f v��arr�tr�t}+ c�ntaanec� els�wh�� wi#hifl the spec��icatia�s ���all �e reso��rc� tn i�a�rc}r nf this ��x.ci�'ica�ior�s, i� l�eing tl�� City's i��er�� t��at tk�c ��,�tra�t{�r ��kar��tc� rxs wor�C far a pe�-�c��i �f two (�} ye�r� #�xl���uir�g tV��. c�a�� o� acc�pta�Yc� of 11�� pr�j�;ci. in �t��.x Sp�cia� Lr�stn�ctfor�s lc3 �3iil�ars, "ff�1�4�' c�nt3��ts p1ae� thc fal3��wtn� ir� li�u of i�re exis�an�; p���,�r�pli �. 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D-8� SA�31T'��Y S�VI�EF� ��R1�1�� ��EA�J�k.l�'� .................................................................C� D-30 ���MP�F��R`�` PAV�Eti+1�E��` k��P�41F� ...................................................•-----------�------.........�9 �'i o�����2 ��-� �J��� � ` ����►��� �.���}�����:� — ���a�ta�� ��-A P��� D - SPE��AL C�I�I�ITI�l�S � This i�art €] - �pecial �onditions is corr�plimer�t2�ry to Par# � - ��n��a� �ondlli�r�s �f 1�7� ��nlrack AnylhEi7g co�t�ir�ed in kFtis F'ark �� 4i��� I� a�tdi�iv� ta �r�y �rovision in Pae� �-�e�7eral �orrc�itior�� of l�e �o�71ra�E �r� io be read t�g�ih�r l�r�� conflick t�ietwe�n Parl C� -�errerai �or�dilions r�f tk�� �ontract a�rd this Part D, P�rt f� shall ��ntrol FOR- ��UT}-c�i�E EI {� �-fi� ���lTRA�T 3 �lI+AT�R TF�A�I�N�I�SI�N [l�Alh1 - PI�IASE � ��I�i 1N�k�il-I_ T���� D�� PR�J�CT ND. 3��8 VVATER P�2�,�E�T iV�. PV�.+77-�fi4�7�1�04�� S�V11Ck� Pl��J�C7 ND, P�4�O-Q7'�5�017�32� D�1 AWARD U� COh#'��2A�C�" 7he �ity feserves #h� right to ���r��vr� w�kh��t �bliga#ion �o ih� cor�trackar, any p�rt of t�e projc�#, or #�� �i3#ir� project, a� a�y time �efore th� �orr�rac#or be�{n� an� consiructiar� work �u��rori�ecJ b�r #h� �it�r, Award, i� �acte, siti�l� be to the i�ws�� res�or�s�ble bidder, �f`I7� fr�flowing sh��l ��piy for contr�ct docua-nents vui#h multipi� ue��ks o� work. Eac�r ur�Ft r��reser�Es a s�para�e pr��ect, ea�h wikh an ir�dMvadu2�! �111rV�� S�}�CkflC�tfOf1 ae�d prapn��i s��rE�n_ The propas�k ��c�ion� ��e arran��d to al�ow praspecti�� bidders to submit bi[�s on a�re �anit. som� of tY�e un�t�, �f all of th� u�its. Aw�rd of �:ontra�#�s�, if mac��, sh�l1 be xo kF�e Iow��# resp��rsible hidd�r f�r �ac� indiv�c��a] unit_ kf a cor��ractor is th� low bidd�r on twn ��rits or rnor�, a sin�le s�t �f �on#ra�t �lacurne�rls consisting c�f all ap�l��abGe �,nits will �� �re�k�d and o��� singl� �ward o� �o��tra�t shall be made. The ��ntra�t�r �kt�li �orr�ply tin+ith fhe �i�y's hrINV�� �rdir��r�ce on ��ch untl, Bidders �Y���G submrt kn�ividual ae�d se�afate m�r�tl�ly f�f1+VB� reports for e�crf l�nit Fncluded in th� �on#r��t, �on�tructi�n tirroe �n all u�its wi11 run concurr�r�tly, For s�t��Ei�ns tnv��vir�g ap�raved �or�tr�ck� with rnulti�le 1�nils, #he kot�l a�low�i�l� cor��l�uc:#�or� c�mpletior� time p��i�d for all �he ur�i�s shall be ��� sam� as �h� ur�ik with the koe�gest constru�liort l'i�n� ��rlc�d. D-� �UBlUI���I�N OF ���TRA�'f DO�UNl�N7�, ��1�l��Rl3CTIDN ��`AF�'I' TIIk�E AND PI�E-��f��T�tU�710N SUBMITTALS T13e cor��ract�r(s} shall execut� ai�d retur� tY�� contra�t docume�rt� ta tk�� ��{���kment of E���ne�ri�g withir� i�� {rt0) worki�g tia�s aft�r natifi�a#i�a� by th� �i��+, P� I�re���ns�ruc#ior� me�#ir�g date w�ll be �st�l�Irsl��d and no#ed ir� t�� ��tt�r to �or�te�c#��. The ��f�clive u+o�k o��er da#e v�rill be set a� the �xre-�c�n�tr+�cti�n conf��ence. TI�� �ontractof(s} s�al� be re�utre� to �#a�t c�ri�truc#��n �n th� pr�j�c� no 1a��r th�n te�r ('EO) c�l��tiar workir�g d��+s ��t�r the pre-c�r�sEructian rrkeeting d�#e, un��ss a c�ifFeeent d�#e is �stabl�sh�d �r� a h�o#ic� ta Pr�ceed. The �iky �h�ll b�gin to c�a�ge lirr�� �n #1�� pr��ect t� khe contractor el�ve�r days aft�r tf�� pr�-�or�stru�#ion mee�ing �#�1�, t�r�l�ss � diffe�ent d�te is ��ta�li�h�d ir� a �l�t�c;e to �rocee�. �er �i�y orc�ir�ar�ce 1�4ri, as �rn[�nd�c� �ry �rdir�ance h�o, 1�7'81. the conir�ctc�r{s� �l�a11 sul�mit if�i� ]�tt�rs of in#�r�E or � c�py �f th� �gre���enls with certifred fV��V�+BE sti�bconl��c[�r�s� �t ar ��fore #I�e pfe4c�ansEr�ctian �onFe�enc�, 7a expedil� �11lWB� cr�r�xpfi�nc� �ontractors a�e strongly encour�g�d to s�bmit #h� �x���l�d I�tkers �xf irx#ent (v�rifi�r N�lU�B� s��c�ntra[:#�rs} �t �i�� lirnc of s�bniil#a! at #h� UTILIZ�T]Dh� F�f�i+ll o� �00�] ��17FI ���ORT F�F�l1�. �h� I�t��r{s� rrrusi be ��r � ���a S �-�� ���� � � �����l�l�,. �i���}������ sigr��d by bo#h pa�li��_ Mf the con#ractor�s} fails to s�br�ri� i�h� letter{s) or agr��m�r�t(s}, kh� corrtr�ctor�s) wilk not be aII�vV�d to b���i� work. Tim� or� th� prc�je�k wi�l �t�rt f� ac�umulat� �1 th� �rid o# t�r� tee� �"k0) da}r� �� �tipu�ax�d aE�o+�e, �i�tdi#i�rtak saa�r�itt�ls al� time of pr�-cortstructi�n rn�e#in� sh�alf in�lud� {buk r�o# I�rrrat�d #o}; ��r�tr��tors 1+V�rk Ptan ar�d ��I�ecfule i�is�osal �i#� f�r UV�s#e iVlaf�rial ���4orm2�kian �ub,C�ontra�t�� Id�r�t3f't�ation Trench ��fety besign {ii r�qui���i} ��r�fFned ���c� �r�try Pr�grarrx �l�m� ar�d r�u�be� a� � R�esps�ns�bl� persarr for off haur �n7�r��nci�� !'ro���t �c�r�du1� �+1���.h i�ru�t reil�ct � proj�c:t �or�tpleti4�n date Eo be dei�rrx����d �y+ the car�pi�kion time pe�i�� sl��ul�t�� in kk�e �roposal seclior7_ Th�� pre�cons#ructi�r� �o��ore��e is in#�r�de�d as � farurri betwe��� th� can[ractor �r�d tF�� 2�pp��apriat� �it�r �t�ff to go ��+�r t�k� pro���t 'rn defail �i�d to af���d khe �c�nlr��R�r th� o�partuntty lo su�rni� �II t�e requi��c� d��um�nts lis�erl ab�v�, If th� contr�c�o� ��i�s to submii arMy �f i�re re�}uir�rx doc�m�n�s, tl�� co�rtr�ckor v�ill rrot b� all�w�� to l�e�ir� work; how�v�r co�tr�ct time shall h��in �� st����lated in this p��agraph. D-3 ��N�i�AL 7he ordee �r ���t:ed�r��e Jr� c�s� �f cpnfJi�ks ar c�is�r�pa�ci�s b�#w��r� v�ri�us p�rt� �f th� �or�tracE Do�urn�nt� s��bj�ct #� the rulin� �f the E�gin�er sl��ll g�:n�r�Hy, b�t nat r�ec�ssarily. folfc�w the ���id��ines list�d #��I�w; �. Plan� �_ �ontract Doc�.�m��tks 3. Sp�cial �or�dilinr�� Th� f�El��uir�g ���ctal �or�dFtions shall be a�p�rc�f��� tc� #his pr�je�t an�l sh�l� gov�rn o+r�r any �or�flic�s wi#h th� �on�r2�l ��ntract C1oc�mer7t� under #�r� �rov�sions sfat�� ab�v�. TI�� �orttt'a�kor sf�all �e r���ort�ik��e for ��fects i� l�is pr��eci �lue to f�ul�y rn�#�rial� antl wvrkmanship, or both. foe a p�;riad c�f �r�$ ��} ��ar �rare� date of Fm�l acc��tanc� of �his proj��� b�r �he �tty of Fo�t 1N�rth and wiR1 be re�uir��f to replac� at �i� ��p�nse �n}� �art ar all of thEs �roje�# �+iiic:f� be�oine� defective du� t� ihes� caus�s. �ubjec� to �tl�difi��tians �s ��r��r� contain�d, th� Fork Wvrth W�k�r �}�partrnent's �en�T�l �nnkr��:l Doc�ii�ier�ts �r��l ����ral �p�cific�[iorrs, wiih ��t�st r�vi�i�ns, 2�re rnad� a�ari �F ih� ���er�l �or�tr�c� D�cuir���#� for th3s pra�e�t The Pa�r�s, tk��s� ��e�ial C:�rrlr�ct [,]v��m�nts arrd tl�� ���I��, re�ulaiior�s, r�r�tairern�n�s. inst�uctfc�r�s, dr�wing� br �e#ail� ref��red to b� r�3��t�,f��lia�ers �arn�, or idanli�i�ation inr.luqle �€��fein as s�e��tyln�, r�f�rrin� or irr3plying pr�d4�ct coe�trai, p�;rfor�nan�e, q��lily, �r rrthcr s�all b� bir�clir�g ���an �h� �oi�tractor_ Tl�e �p�c:,fE�:�li�n� �r��l drawir��s sti�ll k�e �an�id�re�k �o��ef�tive; Cher�for�, w�rit t�r ma�keri�� call�d �or b�+ on� and not �k�own or m�ntianecl i� th� other sr�all b� accam�ti�hed �r furnish�d in a fail�#�,1 r��nner as tl�o��h re�u���d by all, An� �ontractor p�rformFn€� a���r v�+�rk �r7 r�rl Worth water or s�.nE#ary s�vv�a� €�c�lilies musl be pr�- qu�lif�ed w�#h tl�� 111+���r C3�p�rtmer�E lo p�rf�rm s�ich u+c]r3c Ir� accord��ce wii� �ro��dures ����rz � ���•� — ���� � - .�'7������ ���������i� describe� Fr� the curr��n# �t�r! 1N�rth 1Naler Dep�rt�nen# �enc�ral ��e�iFi��t��r��, wl�ir,� ger��r�� �pe�Efi�aiions s��al1 �ov�re� per�armar�ee cai �II s��h �vark_ TE�is �anir��� �nd prc►��cE, wl�er� ap�lical�le, m�y �is� b� c�ov�r��d by the lwo f�ll�wir�� ��M�lishetl speC�f��at��rti�, �xc��t as rno��fRe�i b�+ tl�es� �pe�i�! �r�visions: � ��`A�C��F��� �P�[;IFl��T1Uhl� ��R STF���'k" !��}D ���}R�u1 D�AIN C:��1�TE�U��I�� � �IT1� OF �DRT V�10RTH �. ��,4f�D�,RI� �PE�IFI�ATI�iV� �DR PUB�l� 1NORht� �Di�k�TF���TI�� - �lO�fihl ��C�Tf��. T�}U�� Any c�nfii�� b��ween fhes� �o�aira�l c�o�:um�nts and the ab�v� ��ublk�aii�ns �hall b� �esol�+a[i irr favoT af these �ontr��t �i�cum��ts. A co�y of eith�r �f the�� specifc�#ians m�y k�e �ur�has�d at #k�e �f#�c� of the Tr�nsportat�ar� and P�blic Works D�r�ctor, '1�00 Thrt�ckrn�r#o�r �lreet, �r�d Fl�or, fU�t�n�ci��l BuiEding, F���t 1,+VortC�, T��ca� 7G1 ��_ The s��cificatians appli��ble [o e�c1� pay iterr� ar� ie�dRc���tl by ��� cal!-�u� for #i�e p��r �iem by t�re de�i�r�e�. If not show�, th�n applic�bJ� }��b1i�h�d sp���f�atian� ir� �i�he� of #h�se documents rna� b� fol�ow�cl �t tl�e dtscr��ion of ih� �on#ractor �en���l P���+rsians sha�l be th�se of th� Fo�i V1�ori1� dacum�nt rat���r th�n Divi�aae� 1 of #ri� I�orth ���rtfal Te�tas dncum�rrl. B�d�e�s sh�ll r��t s�parate, detach or �'ern��+� any �ortFon, �eg�rient or sheets f�om #h� contract dac�irrse€�t �t �rt�r tirr��. Fa�l�are ta b�d or ft��l� ex�cute car�tfac� r�vithout r�tair�ing c�s�tra�t d�ce�ments intact rrtay k�e grounds f�f rlesignat�n+� b`stJs as "`non-res�nns4►re" �nd rejectir�� �id� �r �o$dir�� cor�tfact as ap�ro�ria#� �� cleterininer� by #he ��t� Enginee�. I�l7���F��`�P�TI�h] �1�D PR�F�A�E�TI�� �F PROPD�AL: A�. I�E�IIIERY �F PROP��A�; Ak� proposaM wil� E�e ���sld�red �n���s �# Ms delf�+�r�d, a�corrt�a�ti�d ��+ tts �ro��r Bid �ecu�wty, to the Pt�rck��sie�g IU�anager t�r his ��preser�takiv� �t tl�e ❑��i�l locati�r� �nd s#�ted #4�r�� set f�el� in th� "CVokice to BEdders", It is #h� 8idd�r's sole r�sponsi�ili�y to �tvli�+�r 11�� pro��s�� �# #he �roper time ka the prr�per pl��e. The mer� #a�t l��t a pToposal wa� �is�atcit�d wilk not be consid4r�d, �h� B�dders must hav� the �arop��2�1 2��ku�lly [i�l�vered, �acF� pro�os�l �i�a11 be �r� a seale�l �r�v�lop� plainly marfced wi#� kl�� t�.+ofid "Pi�OPO�A�.", ar�d t�e r�amc� or c�es�rF�iF�n of #I�� proj��t �s [#esigr�a�e�i in Il�e "�o#i�e ko �kdd�rs", Th� �rivekope shall be ��3dressed to th� F�ur�h�si�g C�ar�a�er, �ity �f For# W�r#� Pu�ch�s�r�g Dkv�sior�, E'� B�x �70��, ��rt Wort�, T�x�s 76'i0�, B_ V1�ITk�€�F�I�,VUI�V� PR�P��AL�. Prop�s�l� �c#�ally fi3ed wit�r the i�4�rc:l��sing �ria�ra+�erc�nno# I�� w+EE�dr�wn prior #� t�� tintie s�# f�� ap�ning pr�pos2��s, A �'�qu�st for �on�con�a��r��oon of a �ropt��al m�st he mat�� in +r�r�t�r�g, adc��ess�d t� klti� �it�+ 1�har�ager, �nd �rl�� ur�th hir� �r�af t� �he fime �et far the op�nir�g �F prop�sais. AF#er �i� p�op�s�l� iti�# reque�k�d ��r n�r�4 �onsi��r�#ion arc a��ned 2�nd publi�Ey read alc��ad. �h�� �r�p�sals for whi�F� n��-��r�sa�e��iian r�q�e�ls have been pr�perC�+ Eil�d ��a.�+. �� ih� ��ti�r� o� �he �wa���, �e return�� �nope�ed, �. ��L��F��1��H1� f�ODIFI�I�l"fD�i ��' PRO����A��: l�n� bid�lee may m�dify F�is �rop�s�l b� t�l�gra�hic comi�nuni��tior� �# ar�y t�me prior to Ci�e tFrr�e �et for np�ni��� �ropos��s, pro�i�kecl �uc#� telegfa�i�ie ct�rr�r�rrun�c�k��n is ����M�+��1 by tl�� I'ur�Fr�s�ng fl+lana�er prior !o th� said pr�posal op��ing fii�e, �nd pro�id�d ��urkl�er, lf7at ##�� �ity Man�ger Fs satisfke� tha! a+ruri�ken os.rr��� S�-7 ���� � � ������� ���������� a�rd �i��ly autl�er�ticaxed con�irr�atiar� of s�ch tel�gra�h�c com�riunicati�n ��+�r tk��e s��n�Eur� �f kh� bid��r was rr��ii�d pri�r Ic� �f�� pr�����1 openir�g t�rr�e. Cf s►i�h �ar�firm��iorr is r��t r�ce�vec� +ruitf�in forlyTei�{h! {4�3} ho�rs after the �rop�s�l v}��r�in� k�tne, �t� further cons�rf�rakio� ��II �e �iv�r� �� kF�� �ropo�al, DA4 �MIT D,� PRC�.lE�T [}E�1�4�A7��N �ons#r�clir�r� ur�d�r khes� �p�cial I�o�urr�er7x� sh�l� be perforrn�d �r�d�r th� Proj�ct €�esi�n�tior7� F�ra�ect �,10. P1+V71-O�OiT01�0�t30, P�A6�Q'�4�8��1l5��Q. D-G EQkJAL EMPL�YM�h1T P�OVI��O�V� �a�#racio� sMafl ca�r�ply +r�i�l� �it}� �T�inae�c� h1u�r��er 7218 as �m�nci�d b�r �ity C�rc#in�r��� hluml��r 7�Q� {Fc�rl UV�r#� �ily �ode �e�kior�s 13-�1-��k ki�rougl� 1��A-�9� pr�hibi�3r�g �iisc�ir��in�lior� �� err�ploprrt�n� �.�ract��e�. "1`I3� �ot��r��t�� �h�ll p�st tE�� req+�ired n��i�� to l��i e[#ecl on lhe prpj�ct �it�, an� at his r�qu�sk, v�rill be p�avided assisian�� by kt�e �ity of Fork Vllorth'� E�{��� Emplo�r�er�# �ffic�r wh� wi�l re#er �ny q�ali��d a�pli�:�nt h� m�y F��ve �r� fiJ� r� F�k� c�ii��� to 4h� ��ntractor. Appropriate natice� rr-ra� b� �ct}u�r�d i�rorn tl�e Eq�al �rrtpl��rn�n� �ff+��� �-7 PR�-��?�I��RU�71�N ��N�EI����� �efore th� protec� wa� or�er i� issti�d, a pf�-�an�te��tron cot�ferer��o s1�a11 b� ht1�l wi�1� r�pres�r�iatives o� l��e fatlowi�3� ager�ci�s pr�s�r�l; �iky �ngir��eri�ti� C]e}��rkmenk, ��#� 311fate� � D���rt��r�t, �tty F�uf�lrc V11orl�s �epa���n�nt, oth�r in#�resk�d �ity De����trnei�t� ��4�ch a� Trafii�), ihi�ra�ted t�tility companres (s�ach a� gas, t�Eeph��r�, ar��l �lec�ric}, �]�sl�r� Cngin�or an�# #�� __ suc��ssful �anl��ctor_ �on�ractar sh�ll s�bmrt � sch�dulc o� oper�tians at i�i� �re-c�n��ruction �oitit�r�rr��. D-8 CDOREMINIATiON MEETING� �c�r co�r�irr�ii�ri purp�s�s, vu�ek�y me�tings at ikle jab site m�y fb€� �eq�ire� to m��ntain �h� proj�ct an the desir�d scf�ed�l�_ T�� Lontractor shall b� pres���t �k ��k rn��tin��. D�� �MlT D-1� Bl��I�IK�OWN O� BID PF�OPD9AL Vtilll�l3 f��41����C� ��+ ��18 Ef1�I�lE�f, tl�e �ontr��tot shall �urtiisfY a cost l��eakdowr� �f �h�ose hid it�ms �h�+nrrf in th� �'r��t�sa� 2�s I�rrnp sur� iterr��, 1`hi� informa#i€�n is for t�se ir� the preparatior� �f a reco�nmenclat�on ta th� �i#� for awaed of cont�act D-4'I PRC?JE�T �L�A�I UP The �ontractor sh�ll be �war� tf3at k��pir�g �h� pr��eck sit� �r7 a rte�t �rrd or�lerly �andition is �ansicle�ed an 3nt�gr�l �rarl af l�� can�eacted u�+aflc ar�� as suc�7 shall b� ��r�sid�red s����idiar� ka t�r� appr�pti�#� I�i�i rtc��rs, �I��r� uf� wc�ri� shall l�e ��ne �s direeted by tha Eng�nee� as 1k�� work pr��re�ses or as ra�e�t�:d. If. ir� It�� api�rion of th� �n�in��r il Es n�cess�ry, c�ear� ��r s�all b� done ol� � d�l�y b�si�_ �I�aa1 up +Narlt shall inCfu�1�. bul nok be �in}Ited to: ����mz ��-8 ��r1� � " ����1�4 �r�EV�k�i��� K. �we�p�ng 117e s4re�t clean of dirt o� dek�ris l., �t�rir�� �xcess m�teri�l �n �p��r��r�at� �r�d ofganizetl rr�ar�r��r P�A_ }{e�ping �ra�h of any kir�d off �# res�de�rt's �a��p�rly �acY� �la�� a�� ►�rork �rogress�s, �c�nlr��lar ��rall �tc�re r��ter�als 2�r�d cle�n �p it�� w�rk sit� s� as to r�7inirt�i�� int�fru�tion of tF�� us� anti �njo�mon# qf privake praperiy. Addili��r�lly, a� work� is cornpl�ted o� �ny pa�tic�l�r }�n�+�t� pro}��*rty, t1�� con€�actar shall re��o�e tl�2�k prop�ri� lo tl�e con[�iti�n i# w�s In prior �o t��e w�rk. �� well as n72�ke th� n���ss�fy r��air or r��Eac�mer�t of ar�y d�ma�e_ E� tn� �ngin��r �o�� n�t f�cC that ti�� jobsk#� #��s �e�n kcpt In �n o�de�ly ��i�diiio�, t��r the r��x4 �st��nate payrn�nt (�r+d a�l sti�bsec�u�nk p�}�rner�ts un#i4 �am�]lete�� th� ���xroptiat� bGd it�en��j uwi�l �e re�luced by 25°l0. p-1� C�P�TF�0.�T�R ��N�PLIAN�E WkTki 1N�F2K�F2'� �OMPEiVSl1TI�Ti LAVk� A: �or�tractor'� W�ra<�r's ��mper��ation ir�s+�r2�n�e. �o�rtractor �grees to �rt�vid� ta the �wr��r (��#�} a c�fki�t�ate showir�g fl��t El I��s �b�aFned a�oiicy of worEc��s compensation �n�uranc� ��v�ring e�cl� [rf its emp�oy��z employ�d �n k�e proje�t in corr�p�iar�c� wit� �t�te 12�w, �lo t�l�kice � to I'roce�d will be issued un#il t�a� �ontra�tar h�� �t�tr��l��d wi#h �his s�cti�n, B' �ubc�niractaiJs �1,+ork�r's �ompens�tior� kr�s�r��r�. �or�tra�#�r �gre�s tt� requi�e ��ch 2�nd ev�ry ��fo�ontractor who will ��rf�r�n woeic an ti�e p�o��cl to pr��+id� to it a c�rtifcate fr�m �uch subcor�t�ael��� s��tir�� tf�a� the s�b�ontr�ctor 1�as a policy of w�rk�rs comp�r�sak�on ins��an�e �o��r��g each emp]oy�e e�t�1}�lo�o�f on the p�oject, �ontra�t�r will n�x p�rmit aM�y s���ontr�ct�r #o perForm wo�k �� khe pr��ect unlil s�ch ��rtkficaie F��s b�en ���uired_ �ontractar sha�l pr�+�ide a copy af all su��t c�rkificat� to th� Owner ���k��, �- 1�forker� �omp�nsat€or� Ir�suran�e ��v�raQe 1, Defir�i�ions� �e�ti��c��i�r� of co�+�ra�e ("r�rkif�ca#�"}_ A copy �f � certif��at� of ins��anc�, a cer#ificate of au#i�ortt� to �elf��r��+�r� issue� by tl�� �om�r��ssi�n, �r a covera�e agr�em�n� (T�N��-�'t, 7W��-B2, TW��-8�, or �W��-8�4}, sho��ng sta#u��r� wotker�' �ompea�sation ins4,�ance c��+��age #or kh� p�tson's or entr�y`s �mpl��+�es provitling ser�+ic�s �n � pro�ect, fo� tl�� duratior� of kl�� pr�}��t, D�r�#ior� �f th� pra�ect - itt�lu�les th� tim� fram th� i��gir�ning of th� work an the proje�t ur�til the �ontract�r'slpers�n's work �r� k#�e prt�j�ct has b�en �otn�le#e�i �nd acc�p��� �y trfe gov�rr�m�nt�l �r�tity. Persans ��ovadir�� ss�vices �n kl�e proj�ct {'�subc�esC�a�t��" in �4i]�,���}- includ�s all persans or �r��ik�es p�rformir�g ��I or ��f'k �� the senri��s t�� c�t�tractar hes �ndea`ta�Cen to �erForr� an t�� pro��cl, r�garc�l�ss of wh�ther #I�at pers�n co�teacted dieectly v�+ith th� �ontr�ctor and reg�r�l�ss t�f w����her k�r�t p�rs�rt 1��5 �r�}pl�y�es. �liis includes. wit�ra�t l�rn�ta�ion, ir�depend�r�l �or�tractors, subC�t�t�aCCors, ke�s�r�g �:�mp�r�i�s, rna�or caeriers. own�� operators, em��oy�es of an� �uch er�tily, or employe�s of any ent+ty which �x�misFres ��r��ns #o prvvir�c senri��s or� 11�e p���ecL "�ervices" ifi��Eud�, wilha��t Ik�il�#�a�, pro�rEding, hau[i�g, ar �el�vering o���r�� S�-� ��}�� � - ����+�J�4�.. ���������i� — es��Miprrten� ot mat����ls, �r pTavidrn� I�b�r, transporfi�[ir�n. or olt�er ��rvic�s reN2�tetf to � pr�je�t, "�e�vrces" d�es not in�lude acliv�ii�� unr�lated to lhc� pra���k, ��ach �s foodJL��v�r�s�c� +��ntl�rs, �ffi�� su��ly deliveries, ar�tl �i�liver}+ �f p�r���l� t�r�lets, �, �I`h� C��ntr�ctor ���all ���vide �over���, I�ased �r� �ro�er re�o�tint� �f cl�s��ftC�ti��t codes ar�id p�yrofl am�unts a�ti� f�li�g af �rFy �ov�ra�e agr�:�rti�h#,, which rrte�t� th� s#�t�Eory re��irement� afi ��xas La�or �c�de, ��ction ��fi ,� 11(44j ar all er��ts�y�e� �f th� �on#r��#�t provi�l�r�g s�*rv�ces �n �he proJ�c�, ft�r the d�rati�n �f �h� pr�je�E, �, rhe �c�n#r�c��r m��st pro�icic ���rkificate of �ov�r2�ge to the g�v�rnmer�t�l en#ity prior �o �ei�r� �war��d th� c�nfracr. �_ I# th� coverag� p��icxd shown on �h� �o�#ractors c�rr�nt c�rkif+cate of caver�g� er3�s �It�rang �h� #�ratit�r� �f t�e pf��ect, fh� cor7�ra�tor rrr�s�. pri�r i� khe e�3d o� #i�� ��v�rag� per�o�, f�l� a new certi�cate of cov�r�g� �n+ith t�e goverr�rn�ntal er�t.ity shou�in+� t€�at cov�r�g� f��s ��en ex��nd�c4. F. Th� �ontraclor sfti�ll obt�ir� �rom �ach ��r�an pr��rrdir�g �ervrc�� an a�ro���t, �r��l prnvide th� ��vern�n�;nial �n�aiy: �t. � c�r�i�c�t� o� �cav�fa��, pri�r to thal p�rsc�n bec�ir�ni�rg w�r� or� fh� pr��ect. s� t�e g�v�rnrx�c:�l�I enl�ty wi4! �»�re �ri fle c�rtif�i�ates of coverag� showing cov���ge f�rr all pe��oRis prav��lirig s�rvic�s ar� t�e pr�j��x; and �_ IVo I�k�r i.han se5��� days ��te� fi�ce�pt by tF�� contR�actot, � r��w ��r#ifi�2�ke of cov�rag� sh�win� �xtensian r�t c������e, if ti�� ��v�rage �a�ri�d sh�+n �n tite curr�nt certificate of �overa�� �nd� tl�rir�g t�r� dur�ti�n �f #he pro�ect, �_ The contractor �E��II rekain all r�qu�r�d c�r�i�Ec�t�� +�F c�ver�g� for th� dur�ti�n of tl7� pro�ect ar�d f�� on� y�ar ther�ai��r, W_ Ti�� can#racfar shall i�o2ify ihe g��err�m�ntal ��tiky in wr�ting b}+ c�rti��d ��FI or p�rsonal d�liv�ry, wi�htn ten {��} da�s �fEe� th� con�r���or knew ar �l�o�ld h�v� �t�rov�n„ of any chang� tl��t m�teri�lfy af#���s �I�e prov�sion o� covorage o� �r7y p�es�n pravidin� servFc��s on #he proj�►�l, I_ The c�r�kra�#�f sh�ll �os� orr �a�h proj�ct site a r��#I��, �n th� t�xt. farn� and manr��r pr�sc�-ibed by t��� ���c�s 1Nork��s �or�p�n��tion ��mmission, informing a11 ��rsqn� �r�vidie�g s�nric�s �n the proj�ct ti�at khey ��� r��uir�tl to b� �ov�r�d, �n[� sta�ing �raw a��rs��ti �r�ay ��rify ��verage �n�i r��orl la��c �f �c�verage_ J. The c�ntr��:tt�r shall cor�Er��#ual�y requir� e��h p�rson w�t�w wham i# corrtr�cts to prov�d� serv�ces an a pro���:t, lo: �fi. Pro�id� cov�r���, bas�� �n prt��efi r�p�rtrn� �r� c�a�skfaca#ia� cor��s and p�yrolk �rn�iints ��td itlir�g �f an� c�v�rage ag���rrk�r�t�, wEricl� me�#s t�r� statuto�y requir�rrt�r�ks �f T�x�s �_ab�r �pde, ��clion 4Q1.��'�{��1� f�r �fl pf its emplo�ees prov�ding s��vi�es orr tl�e pro��ct, for the durat��r� caP Ih� {�ro�eck; osr� �� ���'I {] —— �� 1lf1�1 I ❑ � �I���rl�f� ��JL`i�1�4�Ia`1� �. Pravide to the Car��faclor, �r�q� fo t�r�� p�rs�n begi�rning work c�r� 1k�� pr��ect, a��rfi�icate vf �o�+�r�g� sl��v�ir�y �a7at �aueragc I� being }�rouid�d ��r afl ernploy��� af E�e per��n p�ovlding servi��s ar� CF�� �roj�C�, f�r tY�� dt�ratior� of Ihe p�a�e�t; �, ���v�d� �he Contr�ctor. p�ior k� �k�e end �f i#�e �ov�r�g� �eri�d, � n�w cer�ir�2�t� of �a���age s#�r�wir�g �xk�rrsi�n �f cc��et��o, if the cover�ge �eric�d showi� ort #he currenl c�r#ifi�a�e� �i co+icr�r�� ��tds durir�t� the dufation of th� pro���t; 4. �bkain frorn e�c� other ��r�on +r�l#�� v�rF�om Ir c�e�tea�ts, and �ro�+�de to #he �����r��t�r. a_} A c.��tifcat� af cov�r�ge, pri�t t� #h� o#h�f }��rs�n b�gir�r�in� w�r�C on t#�e proje�k; �n�i �_j � i��w ce�tiiicate of covera�e �how�ng �xtc�ns3on of coverag�, priof ta the �r�d of t�� ��+�r��e p�r��d. if #�7� coverag� �etlod s�awra on #he c�r�en# csrkiii��t� of �ov�rage encls d�ring !he �Jur�tron bf �i�e pr�j�c�, �. f���ai� all r�quir�cl c��'li��cates of.cou�ragr on �ile far t#te dur�t�on a� the proj��t a�td ��r �r�� �ear th�reaf#er, G_ fV�iify #h� g�v�rnm�ntal entlty in w�ik�r�g b� ��rtified mail ar p�rsonaj d��iv��y, within #�n {1�} d�}�s �fk�r khe p�rsoi3 kn�w or �ha�ld l��ve kr��wn. af �n� c�t�ng� lhat materiall]� affects the �ro�+rs��n �f �over�.g� of �r�y p�rsa� pr�vidin� s�rvices or� the proj��t; �nd 7, �ontr�ctu�l�y ret}uir� ��ch perso� with wh�m il co�tracts. to perf�rrr� �� rc�quir�d by �a�agtaphs (�}-{7}, with the ��rkitic2�tes of c�verage to be p�ovitl�t! �o ti�� p�rs�n �or ++�f}orn they are providkn� s�rvi��s. 8_ �y si��ing �his �ontra�t or p�auidi�g or ��using to be provided � c�r�l�cat� of cover��o, �he c�r�tra�#or is r�pr�s�ntlr�� #� tl�� govarr�men#�I entity that akl emplo�r��s of t�� cor�tr��tor vwho v�rill provtde �erv���s on #�� pr�ject will b� �ov�r�d �y worker's compensatiar� ���+�rage for #F�e c�ur�#ior� o� t�e {��o�e�t. #hat l�e c�v�ra�e wil] be based �r� pr�per reporling of �ka�siFication �od�� and payroll �maunt�, a�d #�at all ��ver�ge ayfi�e�ents uvi11 b� fiie�l with #1�� appropriat� ir�sur��c� c�rrl�e ar, irr th� ���e of � sel�-ir��ur�d, wil1� ta�e �ommissi��'s Division of ��I�-�rrsuraa�c� ]�egulaiio�r_ Providtn� faise oe misl��dir�g ir�f�riti�ali�r� rnay s��j�ct the con#r�ct�r to �dmii�ist����v�, �riminal, ciuif pe�t�lkr�s or at�er civil a�t�or��_ 9. 71�e canlr�ci�a�s Fa��ur� �o �ornp�y wik#� ar�y o� tl��s� provisi�n� �s � br�a�h of ��nlracl by #Y�� �on����ta� which �ntit��s ��I�e go��rnrnenial �ntl#� to de�lare tkte �ontr��t �+�id if th� cor�tractor does nox rerncdy !he bre2�ch witi�in #e3� days ai#�r receipt of r�otice o� k�r���� frorn khe gov�*r��rriental �n�i�y. �{, 7Y�� �:on#r��ior sh�ll pos� a r�oli�e or� ��ch pro�ect s�#e �n�arr�rng all �ersor�� pfoviding sor�rc�� �n #h� �ro���k ll��k th�y �rc� r�q�ired ko f�� co����d, arrd sta#ing I�ow a persa� m��Y verify c�,rreni cover�ge and report failure t� }�rovic�e �aver���, This noti�� do�s r�r�# ��ii�f� �ther �c�sfirtg r�quif�m��t� ir��{�oserJ b�+ #h� 7e�c�s VV�rk�r's �amp�nsa#ion A�# of at��r T�xas 1Norke�'s Con��er�s�#it�r� Carr�rr�issGor� rul�s. Th�s nolic� rr�4�s� ��e print�d w��h � tilJ� ii� aE I�ast 3� pvir�t b��d t��� anci tex� ir� �# I�ast 19 poarrt ��rm�E Cy�s, and s��l� C��� In bc�th �rtgli�� an� ���nEsh an�i �ny otE��� la��uag� con�m�n t� 1h� worker pop��la�a[�r�. Th� text f�� lh� n�fices sh�la �e �he foGl�w�i�g t.exl, 4Vath�l3� �Ci�/ �ddl�IDf1Sl 4V4rCig Or �Y1���ES: a:�rr�mz ��-'i '! P►�1��` 1� - �����AL ��IVDlTi�1V� ��RE��11R�� �NC�R4{ER'� �OG1+�PE�I�JITlO�I �DIJ�RA�� �I�� �aw r���iir�s #h�# each �orsor� wotltirr� qr� kt�is ��k� or praviding service� i���at�d ta khi� �c����tru�#ion proj��� musl b� �ov�ee�i by vu���C�rs' corr���r�s�ti�rr� ins�tt���e, �'has ir��lude� pers�n� �roviding, #�auli��g, oi� ��tiv�rn�g �c�uapm�r�i or materials, ae �eavi�ding labor or �taG�s�orEa#rt�r� or �lher ser�i�:e r�lakecl lo ll�� proj�ct, r�g��'�i��ss of ��re i�1��rtily r�# th��r �m}�layef ar s�aEu� �s an ��r�pl�y��..� �all �he ��xa� UV�rk�r's �om�r�ns�tior� �an��mission at {',.3�����1�-;378� #c� r�c�i�re inform�kEc�r� on 1�7� le��l req�irem�r�t fqr c:ov�r���. t� v�rify wheth�� yo�r ern�alo��r �as pr�vi��d �h� r��ui��d �ov�r�t��. vr to repart arr e�nplay�r's faiEur� to prnvid� co�c�ra��", D�13 MIh10RfTY �4fi+Lp UV��lI��S �U�Ih#E�S �NTERPRI�� �NlJUUI��� ��1111�1�1�►iV�� Ir� ac�ord�nc� witi� �ity� c�� F�rt INorkh Drdin�nce Na. � 19�3, as aix�end�d b� �it� �f For# 1Ncrr�f� Qrdinanco No_ '13471, ti�� �ity �� F�rl Wo�th h�s ���Is for #he p�rlicipaiiorr �f �ninor�#y bu�iness �nt�rptises anci w��t�erti busin�s� ���i�r�r�is�� Ir� �ity ��r�tracts. Th� �rdln�rr�� is �ncorparated irp E���e speci�ica�i�ris i�y �'�f�r��rc�, A ca�y of t�� Oedlnanc� m��r be �#�t�in�d from #he �ffi�� �# the �it�r ��cret�ry_ ��Ilur� �a eo�z�ply �+�tli th� ordGr�anc� sh�ll t�� � rr�ak�ri�l k�eea�h �f c�ntract. �he h+�J�NBE UTI�.f�'A�I�fV r�RNq, N�1WBE �O�IL� WA111�#� ���Nl �ND G�OD FAITH ����R� FO�hA, as a�plicable, must be submitt�d wit��rrr five ��} �w�y busin�ss days aft�r �id op�r�ing- Faikur� to ram�iy shall rend�� i�c bic� non-respar�s�ue. E�pc�r� r�q��st, contrac�ar agre�� t� provic�� t�c �iky ��rnp��#e 2�nd ��curate inf�rrrrati�n re�a�dir�g actual wc�rk perf�rm�d by a A+linoTity ar Utilam�rt �usin�s� Fr�terpfise {A11NVB�} or� ih� cont�a�t a�d p��ment l#��r�of. ��r�tr��k�r furlh�� a�r�e� to �e�mit an �uclil arrd�ar �xarni���ti�� �f �r�y hv�lcs, r�cards or file� ir� its po�sess�ion iha# will suk�st�r�tiatv ih� ac#��f worl� perform�d �y an NE�C ar�dlor 1N$�. 7h� mis�epeeser�tatior� of �acts {ot}��r ll��r� � ne�lr�en# mis�epres�nlation) andlor th� com�x�i��ioe� o� fraud b�+ ltY� �t�r��r�ct�r will t�e gro�rn�s fo� ter�ina�ioi� �i t.h� cartitr��t �nd�pr irritwatin� �c#ion utid�r �p�rropTia�� f�d�ral, siat�, or local �aw� or �r�linan�:e� reEating ta �alse st�t�m�n#. �ur�her. arry such i�isr�pr�s�r�tation {�k��r th2�n a ne�iig�n� rr�isE��pres�ntation� and�or e.nmmi�sian of fraud wi1C r��suRt in lhe �otttr�c[ar b���t� d�t�rrrtiri�d to be i�r�s�artsible �r�d E�2�rred �r�m pa�ticip�tirtg ir� ��#}+ +r�r�r�C �o� a p�r�od a� t�m� o� n�l f�ss th�n t#�re� ye2�rs, Ti�e �ii� will c����id�r t�� �onkr��lor`� �erformanc� r�ga��ing its lti+i1�1VE3E pr�s�r�m irt th� e�+al��ti�n �f bid�. �a�lt�re to co�ply wll� ihe �ity's Il�1Wl�� Drd�n�nce, or �a dernonst�a�e "�good #:�iih e�fo�{'� sl�all r�sult ir� �#�id t�eir�� r�nc��r�d n�r�-ros�on�ive to sp�cifi�a�i�n�, ��rttrac:tor shall provi�i� �o�x��� o� sut�ct�nkra�ts or co-sign�d le#t�rs oi ir�t��t wil� ��prov�rJ GI+x�INBE �t�b�or��rac#ors prior lo rss�larr�e af th� i�l�ki�� �o F'roraed, �o�tr�cto� fihall a4so pravide rr�a�thly r�ports �n utili�ation �� #h� s�b�r�nt�acto�s ta th� �i#y's M�1+1If3E affic�_ Tk�e �ontr��tor �ri�� ���rrt fir�E ar�c�l s�cnnd t��r �ubcontr��t�r� �nd��r s�rpp�i�rs �ow�rc� rr���k€r�g ih� g��l�, TF�� ��ntractor m�� ca�Mnk t�w�rd its goal � porkion o� �hc total dollar amour�t of ihe conlract w�f�� � jnirrt venture eqstaf io ll�e p�resnta�� c�f �i�e l�+lll+V�3� parlir,���kion i� t�e join� ven�ur-e �or a c€e�rly d����r��;d pnr�it�ri �i thr� work ta be pe�fi�rmed_ Afl Ni1V�IB� canlr��tor� �rs�d in m�:�#in� the c�oaGs m4as�: b� c�rtwfi�c� pr�or [o tht� �vu�rci �f the �ontract. Th� EI+�lWE3C �ontra�toT�s} mus[ be c��•ti��� by �ilh�r #h� �Jc�rkh �e�rraE Tex�s f�egion�l ��r�i���:aRivn Ag�ncy {[�i�l'��G�� or �'�ex�s beparfm�nt of Transportali�n (-���xC�O��'}, Hig��v�ay Qavisiorr and m��st b� la�at�� �i� ki�� r�in� cf5rf.,�z ��-1 � �'� P��T b ; SI�E��Al� ��iVDI`����V� � (9� cour�ty ma�k�t�l��� at lirn� of bit�. �he �orrlra�tor �h�ll �ok�t��# 2�Ik s�x�h h+�l1NBE stahc:�nxr�c�ors or suppM�e�� prior to li�tii�� tfiem on #h� �VIJVVf�� �+tiliz�tior� or �vo�i faiR�r effark �orrns �s applicabJe, �`�il�ar� it� conia�l khe lis#�d i�1�1NBE su�contrac#�r �r su�pli�r pri�r to b�� �p�ni�g �ay �es��� ir� th� r�je�#ian �f bi[� a� t�on-r�:sppr�sive, l+Vhenever ��#��r�ge �rc�er a�fecis k�r� urorl� of an E1�lWB� s��hcontr��tor ar suppli�r, tY+� hAM1D� shall b� gi�+e�t an op���t�n�l� #� �erforrn the w�rk� V1+���nc�v�e � cha��ge o�der exc��ds 1�°!0 of lri� ar�g�na1 cor�tract, kh� �l1+VB� �aardinator �h�11 �I�#�rmine t��� goa�s a�apli�able to the wor4t ko be perf�r�ne�i urtder t�� cl�a�r�e arder, Duri�g the te�m o� the �ontra�t t#�e cor�tr�t# s#��ll; 1, h.+take no �a�justi�iet� cl�ar��es or d���t��n� in �t's [U�NVBE p�r�icip��ion �or�rnitrrtent� submatke� wit� or su#�s�c}���� lo #I�e bi�i, and, �, !f s�E�sta�ti#�al sub�nR�#r��#Gng andlar s�bsfanlE2�k st��pji�r �ppnrtu�rit��s �ris� d�rrir�g the term of t�e c�ntrac# wf7�c�r ��� con#ra�tor 1�ad represer�ted i�e v�+ould perf�rm with I�is f�rc��, #k�� contracto� sl�all nn#ifi� th� �itp b�f�re �u�c��tra�t� o� purchase art�er� a�� let, ar�d �h�ll t�� r���ir�d i� �omply with moctii��atiori� to ��a�s a� de#�rr�i�e� b�+ th� �kty, an� , �, �u#�mit a R�QIJE�T �C?R APPR0I�A� OF �HAiV�� ��RM, Tf t�re c�ntrack�r d�sar�� ta �}�ang� �r dt�l�te �e�y af �h� k1+11VV6� �ub�o�titra��a�s ar suppliers_ JustificatRbn f�r cl�ange m�� �� granted �4r #he �alCowir�g: a. Fail�re of �ubc�nt�act�r to pr��i�l� �vid�nce of c�ver�ge by 1Norker's ��rnpens�iion fr�s�rance, �. �ailua`e �f �ubc�ntrackae �o }�rovide r�quired g�ner�l 6iabiliky �f oth�r ins�r��r��e, c, ��ilur� of Su�c�r�tractor t� �xe�ut� a sta��d�rd �ub�ar�#ract form in the arr�ou�t af t�e proposa! u��ti b� tftio �ontra�tor in pre��rin� his hANV6� P2�rti�i�a#ion plar�, d Defa�,lt by trr� A.+�l�l1rB� su���r�irac��r �r sup�l��r i� #he p�r�or�rr�r��e �f th� s�bc�ntractor, Within ter� ���} day� af#er fir�al pay�ner�t fr��x� #h� �ity. the cont�a�ctor s[�all �rovide t�� f1�J3N6� C�ffice with d�cum�r�tation ta r�Fl��� fin�� par#icipa#ion �f each ��b��r�tractaf s�d suppf�er use� on tlti� �r��e�t, i�cl�sive of MIWE�Es_ D�'I� �A►LEND�4R DA,�f Dele�e parayrap� �1-9 ,�4, in ��rt �-��neraM �br�dikit�rrs, in its �nti��#y �r�d subs�ik�rte t}�e f�l�ow�r�g rr�w �aragr�ph; �1-1 �� �al�nd�r_D�r: ��aken�ar da]� is a�� da�+ o# #he w�e�C �r r�nor�th, f�ll c;al��tlar d�ys a�� c:ount�d in co�n�utFr�� cor�tr2��t ti�� an� f�r d��errr7ining liquid�ie�i d�iria��s, iF any; ir�w�ver, tl�� ��nt�a�kor tnrill nol b� al��wed ko work on �ur�d�ys t�r �n�r h�iidays �bserved by th� �ity of �ort Wo�th. ��rr�roz � �� � � 3 r���� � � s��c��� �or��i���rv� �-�� ���������� ���� � Any anrl �II work sp�cifcall}� gov�rn��i by d�cum�n��ry r�qu{r�rr��n�s for lh� pr�ject, such as c�nc�i�it�r�� ir�pos�d I�y ih� P�a���. tl�� CC�JI��e�l ��€7tC��� Q�C4r�Cl��ktS or th�se �peciaj �or�tr�ct f.'�a��������l�, In �vF�icl� na s�a�ciFi� il�rn f�t b�� �as ����ti pr�vid�� far rn tl�� I�ropc�sal, sh�11 �� �ons�d�rec! as a su}�sidiar}r i�em of wark. th� cost of which shafl b� ih�l�ded in �#�e pricc �Md in the Prcrpo��l �o� ��r:i� I�id i��m, ir��:lu�iin� bul nal lin�iked l� surf�ce r�stora�inn, �en�oval �r�d r�pl�c��r��r�t qf i�ncirrg, a�rl c���r��p. p�9G WAC� F��4TES ��c:�ior� ��-�,'�� of tl7v ���er�l ��r��lil��rt� is d�l�#�d and replace� +firit�r ih� �ollov�ir��; (a� �h� cor7ir�ckor �h�li �o�n�l� wi�h �IC req�ir�rn�r�#s �i �i3�pt�r ��58, Tex�� �o�rernm�ni �od�, including the p�y��ei�i �f not le�s {han Eh� rates detennined by th� ��ty ��urtc�l of �1�� Clt�r of Fort. V'Vor�tli t� b� the pr�v�ilin� v��g� rates �r7 ac�ort��r�c� v�r�th �h�p�er 2��8, Texas �a�rerr�m��k �ad�, ��ch �rev�ili��g wac�e rat�s ar� inciuded irt thes� c�ntra�# doct�menls_ �h� cor�#r�ckor shafl, ��r a��ri�� �f #hree (�} y�ars t�llo+�ing th� c�at� �f �c�ep#ar�c� nf t�e w��k, mainta�rr r��ords tE7at show (i} tl�� naiii� �nd �cc�pati�n of oa�h worker employe�l 1�y #h� cor�tra�kt�r in kh� cor�skruction of tl�� +nror�C pr€�vided �or �r� �his ��ntract; a�d (iij lhe actual p�r dl�m v�+age� �aaid io �ach w�rk�r, 7h��� r��ards a�all �� o��� �t al� r��s�nabl� haurs fc�r Ens��cti�n by tli� �ity. �fie prpvisions of D�3 �ighk to �udlt pert�i� �o thi� �ns�e�tion, �'I�� c��rlr��t�r �hal� incku�e Rr� ik� s�bcor�ira�k� and��r �h�ll ath��wis� r�quir� �NI �� iks s4ab��ntractors lo co�n��}� with paragr��hs �a� and {�� abor�e, V�l�ih e��� �a�ti�� p��rmer�# ��t�rrti�te or ���r�4 p�ri�d, w�tirche��f is 1�s�, an �f�ic�avi� ska�rng �I�at the coniraclor has corn��lied uvith 1�re re��irenrrer,ts af �h���te� ��;5�, l`�x�� �ov�r�rrrent �od�_ TE�e c�nlr�cto� s�aEl po�t #Y�� prev�ilin� w��� r�tes in � conspicu�us p�ace ak ti1� sit� �f tl�� �roj��k al all lirr���. Tltie I���r cl�ss�hir.�lio�rs �nt� mir7irrrurn w�g�: ra#�s set f�rtf7 h�rei�r �avc b��n pr�d�ierrnin�d by� ihe �iiy ��uncl! �f kt�� �iiy c�f Fr�rt 1N��Eh. 7exas, i� ��CO�C�2��1C� Wkih �t2#li#Ory re�}uirerxt��tits, �s b�in� th� �r�.�va�lir�g �lassif�ations and rates th�at sna�l go�+�rr7 0� ail work performed �y l�r� �ontra�ck�r or �n�r ��l�contr�.ct�r �r� th� s�i� o� ti�� �ro�e�k �o+��re�l k�y khes� �c�rr#ra�t Docurr7�nts. ln rtio ev�rr! sl�all I�ss tl�an tftie f�llawkng rates af wa�es be �aid, ����� 5��� 1 � I���T D � �P��l�L ���D�TI��I� �t�rr��� �o�r v�ra��� wi���w�►� �or�s��uc�r�or� PRE1lAlL�I�� 1NA�� i�AT� FD�2 20�0 ���#����I�I�TI�IV l�ir �onditinr�ir�g Nlec�anr� ,�i� ���7dit1o��i�rg �llec��ar��c F-C�Epc�r Acousti� ��i�ing Ir�stailer Aco�s#i� ���lir�� Ir�stalfer F-le�pet As1���tos 1+V�rke� Br��lc�ayer{Skon� �ason �ri��clay�r��lon� i�ias�n H�I�e� �arper�ler ��rp�nk�r ��elper �oncreie rini�l�er ��n�ret� �iR�ish�r FGeip�r ���cr�t� Form Buil�er �orrcr�#e Forrrr ���ilr�e� �-lelp�r Drywaik �`2�p�r Dr�rw�ll Taper l-lelpe� �a��tric�ar� ,�o�i�re�rn�n Clectrician Hel�er �fectronic Techn��i�n �le�lrona� '�'���ni�i�n Helper Floor L�yer {��r��tj F1oor L�y�r (Resi4ient} Floor �a�er HeC��� C�aa�ier �I��i�r Helper Ir�su�afor InsuC��or k-ie�per Laba��r ��mmon RATE ��,1���IF1�AT10N Lab�r�r �kila�d I��t1��f L�ther ��elp�r fVlet�l E3uild��g As��mb�ler G1+��lal Buil�f�ng �ssembler H�I��r Paint�r P�Gnt�r We1p�r Pip��ktter �ip�fitter H�lper Plasi�r�r Plast�rer H�Iper Piumb�r Pl��r�ber Helper ��info�ci�c� �t�el �etter Raofer Ro�f�r F�elp�fi �h��k I�ll�t�l 1Narket �he�t A+1e#�G 1N�rk�r I-�Eelp�r �h��tro�k lianger Sh�e#rt��k H�r�ger I�E�f�er �prinkl�r �ystem Install�r ��rEnkl�r �ys��m Instailer F�t�lp�r �teel INorker �tructural .5�e�k V�1ork�r �truck�ral 1��E�o� ���Cil�f UVeld�r Hel�er FtATE �1 �_3� �94,�Q �� 1 C7� $1�.0� � 8,7U $1 �.�3 $ 8.3� $� 7.�� ��0,18 ���.�0 �,11,0� �'i6_91 � �,7� ���_�0 �11,57 � 9.33 ��I � _�45 � 9,5J �12.�1� $ �.6A �16.87 $1�_13 $��_�6 �r $.$� ���,70 �� 1 _7� $� �_�� �1 U_75 $14,�� $� 0,88 �1 �,50 $17,2� $"l0_1� $� 3_�� �94,38 �12,�8 � 3.7� �'I � .�7 $ �,4� $�I'1.3� � B.OQ $17.4� �"! 1 _3� �12_�0 � 8. 5Q �17.�0 ���.�� $13. 50 ��V�_02 �1�,$0 ��I �_0� � �.4� � 7.85 �LASSIF��A�I�N ftA�E ��A���FI�ATI�h� 1-��A1f`f EC�IJIF'lu���}1` �I'�1�A�'�R� �rane, �I�rnsY��l1. S���h�e, Derr't�� �1 �_�� F�ui�dalion Dr�EI ��e��#�r Dr�o��ine. ��7ovel Front �nd Loa�er �perator �oTklift D��e�ator � �,�3 Truck Dr{�rer R,4T E $13. QO $11 �� $1{]_3� o�rf��� ��-'I 5 ����r � - �������. �a�����Mo�t� I-i€��-EIIUAY f•i� �AVY} CDN�TI��J��I�N ��pYralk R�ic��• Asp�alk S€�ovel�r Batchit�g �''I�nt 1l�e�gh�r ���perrte� {�ou�i�) ����cr�te �ir7�sh�r�l��ving �o�rcret� Fihisher I�i�fp�r �P�vi�g1 �a�icr��� l�ina��er��lr�f�k��es f-I�g�er Form f3�ild�r��lfuctur�s �c�rrn ��it�r-Pa+�ing & �urbs �or�7� ���t�r-�Iruclur�s Labarer,�ornn�or� L�bor�r-Uiilit� Mechani� ���vi�er Pip� Layer Plpe �2�ye� H��p�r A��halt �istributor �pc�rakpr 1�s�halt f���rtr�g A+1acf�i��e �perak�r �oncrete �'a�+rr�g ��,v�r �rar��, �la�n�h�l1. Backhne, Derri�k, �ra�li���, �fnavel {� 1 1J2 �Y) �ran�, �I�m�l��ll, �ac�Ch��, D�rri�;i�, �ra�line, ��nvel {� 1 'Ef� �Yj �"� 0.3� $ �,75 � 9_G5 $13,£�4 $'��,�6 � 9_7� �'�3.�4 $ 7. �� �� 3,�4� $1�,2� $ 9.75 � �,8� $ B,��i ��i �_�5 $9p_73 $ 7.3� � �,75 �11.45 �1 � .p� �10.�3 $'� Q,�O $� �,�� �ror�t �r�d I_oader (�'�� �Y & L.ess} 1=rr�nt End Lo�d�� (ov�r � tfz �Yj A+li11i�7g �ul�chin� �perator Ni i�ce r R�1o�or �ra��� Op���tor {Fine �rad�j Naolar �r��f�r �p�r�t�r P�v�ment P.+lar�ing �+1a��rine Roller, �t�el UVl�ee� Pl�nk-�+lix Pavemertts F�o�lc�r, Sk�el 1NI���1 �kher �latw�r��;! ar Tarnping Roiler, �r�euma�ic, �ef�-Propefl�sJ �cra��r 7rav�lir�g f�lixer ��ii7�vr��rr� �te�! �ekker (�avlt��} Tru�k Dri�+�r-�in�ie �1x1� �I_ight) Truc:� Driver-�'and�n Axl� ���ni-Trail�r Trt��k Driv�r-f�owboylF�o�t Tr��ck I�river-�`F�r���t Mix Tr�ck Driver�lNRn�h $ �.9� � �J.3� � �, �l (} ���.D� $1�,31 $'� 3, 75 �11,i�� D-'17' �A��MEh�TS +4{�tQ PERNfIT� $ 9,8� $��.12 � 8,02 �1�.0� � J,7� $ �.0 (l �"10.2� $�0_�� ��Q,�3 � �.8 D Th� ��rf�r��r�r�ce of #hi� con�r��t req��r�s c:��k�in t�m�orary cor�stru�ki�n. rf�ht-of-�n#ry �gr��NY��nts, �e���or p�rrrrats r� p�rfarm work o�� p�-ivat� pr�periy, Th� �il� �ras at�er�pl�tl ko obtair� the �em�or�ry cons�r4��#ior� 2�r�t}1or ri�ht-�f-errtry a�re�mcnts �vr prop��i�es wli���� C;Or�siruc�ipn 2��tiV�ty is rl�cessary on �I��+ ow�ied ���k�lli��, su�h as sew��''ir�es �r rr�ariftiol�s, �or I�ca�ions wher� th� �Ely was urt�bl� �o ab#�i� th� ea�em��# �r rFght-of-�ntry. il sF��ll k�e th� �or�iractor's r�s[��n�ibi€i�y �o ��t�fr� thc a�r�erner�E �rior to b�ginning wprkc on ��bj��t �rnF��el�. Thi� shall b� �ubsidrary #c� tl�e �or�tra�;# Th� agr��m�nts whi�f�� tl��� C;it� h�s o�t�Fned �re 2�vz�ilable tc} ih� �ontract�r �br r�vie�n+ b� �onEa�{'Er�g t�re pl�ns desk �t �I�e Dep�ttm�rrt �f �ngie�e�rrng, �ity o� �qr4 1Narth. Also, it sl�dll k�� the r���r�ri�ibility of the �orrtr��tar to �btair� w�i�len p�rmi�sion �r�m pr�per#y own�rs to perform ��ch �+�rark �� cleanout r�p�ir �n�l �ew�r s�rvic� te�la���r��nt ar� privat� p�operty. �o�7f��r;tor sF��ll �dF�er� lo ��I t'�quir�me�ts of F�ar�g�aph �8-S.'i� of kl�e G��n�ral �c��7lra�t Dc�r,um��rt�. �"h� ��r�t�a�ior's alte�tion i� directed to th� �qr��me�t kerMr�� �long wil� ���y sp�clai ��nciitior�s #hat ma�r h�v� I�een imp�sed or� th�se �g����t�n#s, €ay #t�� pr�p�rty own�rs. Th� ��s�:me��t� ar,�J��r �rivat� pro�erl�r s#���I kre �lea�ecJ u�o af�er us� an�# r�stored to its ori��n�t �oG�idition �t h�lt�r Ir� ����t �ddiCtori�1 work roc�i�n is requir�d b�r ��e �a�rlract�r, il �h�ll t�e l�e ���a�u� ���'f � � — r ��,�� � -� ����i�,� ��rvaw����� ��r�#rac��r's responsil�i�ity !a obtain wrik��n p�rr�ission �rorn the �aro��rl� own�rs G�r��l�ecl �or t#�� use of �rJcEa#to��al pf�periy �eq�ir�d, �lo ad�i�iona[ p���r�n� will b� �flowed f�r �his itern TI�� �ity ilas ak�k�i��d th� necessary [i��u�r7�nta#�io� for raiEr�ad a�d1�r �ic�h+��� �vr�rrits f�quir�d for ca�s�ru��ion ot thas project. The �ar�tra�t�r s�al1 be �esponsihl� �or carnpl�in� �r�ith �II pravision� of s�ch p�rmi#s, 1nct�ding �bt�i�ing #hc� �equi�+E� in�urance. �nd sh2�il ��y ar�y ar�d �I� �qsls ass�ciated vu'rt1� or r�qui�e� bp !h� p�emi#�s), ik �s #he �ontr��#v�'s re��onsibili#y to pro�ide the requir�[i fl�gmer� andlor prv�+i�� �aymenl to 4��e approprE�t� railro�dl��cn�y fo� �II Piagrn�� durir�� c�ns�r�clion in r�rlr�a�l�ag�n��r rigYrt-ofYw�y. Ar�y �nd �Il cos#� as�ocialed wE#h c��np�i�nce with p��rnits(s} in�ludir�g payrn�n# f�r flagm�n �#��Ik �� sut�sidiar� ta the project p�a��_ �!a additinrral �ayrn�r�t will l}e a1C�w�d ��r this it��, D-18 ��OF2�I�+lATI�N �f1J17M FQRT WOF��'�I V1�AT�R D��A�I�TM�NT Dl1�Ii1� t�'1� �DIr3St�I.RC�i411 p� �I11S pft�j��t, i# vwill b� �eces�2ry #o de�cti�+�#�, for a��ri�d �f �imt�, �xi�#in� iines. 71�� ����tract�� sh�l� be req�ir�d to �ooTdina#e tin+i#h lhe 1N�t�r Dep���ment ta d�tsrmin� th� #�es# #in�es for deactiva�ing ��d �ctivating 1f7c��� tir��s, D-'19 �]AI�fiAG� TQ PRiVATE I�R�PERTY Th� �ontractor sh�ll irnm�c#�ateiy r��air or r��l�c� �n� rlaRrr�ga k� private �r�perly. in���dir�g l��t noi lam�teti to �����s, w�kl�, pav�ment 2�r�d wat�*r and sev��r �ervices. �# no cost t� #��� Ov�rr�er, �his sha�k L�e subsidiary to the c�nkract a�d r��# � s�para#e p�y item_ D-2D ��10P DRAWih,x�� Sh�p €ir�+�ings sY��ll b� �u�rr�itked by t'h� �ar�trac#or to tt-re �on�tru�tion Er�gi�e��, for aiM oq�ipment �r�d maEerials �or this p�aje�i, ��r�tr��tor stt�al �ubmi� s�ve� (7) c�pies of sha� dr�w�r�gs. lay��ts, rrranufact�rer`s [��t� and r�at�r��l sched�l�s as rr��y be requ€�ed by th� �cnt�in�er �o� �ts �eview, �uc� eevi�w by t1�e ���gir��er s�rali inclusla checking f�r general c�nf�rrn�r�c� w��� #h� desi�n c�nc�pt a# th� pr�j�ci ar�d g��te�al ct�r��g4i�n�� wEth tnforri�2�tion gi�+�r� in the �en�ral �ontra�t aocurrte�ts, fr�di��t�d ��lion 4�y th� �ngkn��r, whtch m�� res�lt fr�m i�i� review, sh�ll not co�stit�t� c�r�curfer�ce wt#� an� devi�ti�r� f�om #he plar�s and ����wfications ur�l�ss �u�h dev��t�ons ��� spe�i�i��lly+ i��n#k�i�d k�y kl�� meih�d t��s��ib�d belo+n+. and furki��r shal� nat relieve tl�e �ontracivr of r�sgortsEi�flil�+ f�r error� qr ornissions iiti th� submitle� d�t�, Pro��ss�d si�t�p �rav�rin� subr��i##�1 �re not ch�n�� order�, i'h� purpose of subrnR�tals. by ihe �an�r�ctvr, �� to dem�ns�r�t� tt�a! the �v�tractor und�rstands �h� [�esign conc�pt, ar�d th�# he d�mo�strat�s hrs ��ri��rs�a�din� #�y indic�#in� whi�h ��4�i�rn�nt �n�! mate�ials i�� i�xends Eo fuenrsh ar�d ir�s#all, �nd by d�ta�ling t�e f��ri�a�fi�n �n� 1f1�t��I�t1Qfi met�ods he Gnt�n�s to use, If devi�tions, dis�r��anc��� or conf�icts #aetw��n s�bmif��G� and the d��ign �rawings ar�d�or specitkc�tior7s ar� discov�r�d, either prior to or af#�r su�n�l#k��s ar� pr�c���e�, EF�e d�sign dr�wir��s and �pe�Eficatiar�s sh�E� gov�m. Tfie ��n#ractor �h�ll be ees�onsibl� �or al� c�i�r7er�si�ns which �re to b� r,o�fr�ned �nd corr�lat�d at Eh� jab �ite. fabricatior� proc�s�es �nd t�chniques �f cor��t��uc#ion, cot�rdir��#��n o� �Fs wvrk with th�k af o�h�r #r�de� �rtd satisfactary {�e�f�rman�e of his wor�_ Yhe �or7tractor sh�l1 �f����C an�# verif� all me�s�rem���s and re�+iew sti�b�ittal� pr��r #c� subrr��ttal, ��� s�g� or if��ti�� a sC�tem��rE ir��Et�d�d +,+�+it1� tl�� su�mi#kal, W�l1C�l S1�f�1fl�� �Ofll�ll1�11G� wi#k� �i�� p1a�s �n�i sp�c€fica��ior�s and dim�n�i�r�s ���itabl� �or l�� applic�#�an_ #�ny de�i�tioi� �eorn th� spe�if�ed crit�ria sk�ail b� expre�sly �t2�#ed ir� +�riti�g in ihe s�bmilt�l, ��r��r� ��-17 -- R��7 � � �PE�]�IL �G�D��I�C�� ��op ciraw�rtigs sh�ll l�e subr��itied #or th� f�llowin� it�rris �ri�r t� in�k�li�t�an: 9 _ Ait pi�se �_ Rein�or���l �[e�l f.�E�ric:aii�n for sk��ctur�s 3, �2�st Iror� s�r�ic���r-�I �p�4jrtenaric�� �h�� drawir��� rn�sk f�e approv�d �rt writing l�� �he Er�gine�T �rfor to lh� ��art of work_ D-2� C�{}S�IhJ� OF �}(1�7'IiV� U�rLITI�� Vtili��r� a pro�uo�eci u+a#�r J�r�� cr�s�es �v�r � s2�nit�ey s�w�r vr s�nit�ry s�w�� s�rvi�� line and�crr prap�sed s�u+��• �rr�� �rosses o��r � w�ter lin� anal t�re clear vcrYi�al cfi���n�e is I�ss tl7an J��et b�rr�l #o barr�l, �h� s�niEary sewer oe sar�it�ry s�wer sen+ic� lir�� sF�all b� rrka�le w�#er ligl�t ar b� cor7slr�t�t�d of cEuctil� irv� pipe. �Th� re��i��ed ��ngth �f r��lacear��r�t slti�ll �ae c�et�ernirred by t�r� �ngine���. �I`h� rrtia#er�aJ dar �arritary s�w�r rn�ir�� and saR�tar�+ aew�r l�terals sh2�ll tr� �lass �1 i��ct�l� I�on Pip� with poly�thylcr�� w��pping. Th� m��eriaC for sarr�tary �ew�r se�+i�� Iln�� s�rall be extra stren�kh �asi irar� spil �Ep� wilh p�f�r�ki�yJen� wr���pin�, Adap��r fil#i�7r�s sh�ll be a Uf�tilc��T� O� f]�O�f��"k� �f}41�Iifl� i��'EfUO �—��� VdJt�� seri�� 300 stainless �t��l �ompresslo�7 �tr�ps, �2�ltfill, �rttings, ti�-ins and all �th�r as�a�i�t�d ap��irte�ances r�q��r�d af� ����n��l s�l�si��aey war�C, tf�� �osk of whict� sh�l� �� includ��l in the �ric� bfd in the Pr�pv�al fof e�ch �id iterr�. D-�� E}LIST�I�� lJTI�lTIE� AHp IMP'R�V�MEh1T� Th� plar�� shotin+ k�� I�c�tians of all �tn�xn+n surfac� ��d �ubsurfa�� �kr�t�kur�s, Haw��+�r, ��I�e Owr��r assuFn�s r�t� resporrs��fli�y for €��fur� �p sk�[s� 2�r�y ar a�l of these stru�tures on th� �lans, ar #t� s3�raw il��Nr� In t�rerr exac# I�+caiion_ kt is rr�uku�ily agf�ed ti�at s�acF� �all�ur� s��El n�# be cansi�er�d sufif'rcient t�2��is for �I�ims �or addFtior��l c�mper�satior7 ft�r �xtra wor�c or f�r ir�creasanc� th� p�y qUantities in any rr�2���r�e� w�r�iso���r. Th� ��rtf���t�r shaEl b� r���o�si�lr� ��r v�rif�ir�g th�c� i��atians �f and pr�tectinc� �II �xisiin� ut�li[i�s, s�rvi�� �frae�, ar other pro�ei�y �xpos�d by h�s ��r�strucfiof� o�eratlorrs. �:�r�lractor s�aH r��k� �CJ r�e�es�ary pro�+isiu�7� for t3�� su�pt�rt, pr�t�ctior�, rtel�catron, ar�tl��� tern�orary r�l�c�tirt�r� of aMl ut�iitp pal��, g�� lines, tt�l�phon� �abl�s, �trlity servi��s, water mains, sani#�r�r sew�r lir��:s, ����Rri��l cak�l�s, r�r�in��e pipes, ��d 2�11 �thor utilitie�� ant! siruclur�s b�#h 2�b�v� ��rl b�iaw gr���nc� durii�� cr�r���ruci���_ �h� �or�tractor is fiahle for all d�rri�g�� doi�� to �u�l� �xistiRrg f��ilities �s 2� r�s�lt of �i�s t��aerat�ons �nd �n� and a�f �ost inc�xrred For thti� prot�c�i�r� ar�dl�r t�m�or�ry �eloca#i�r� �� �u��r fa�iliii�� �re d��tnod subs�tfiae�+ work and il�� ���t �� sa�� a��� shtall �� incl�ded ir� th� cast bid �x�r aGnear foot oI pip� ir�s�allecf_ iVO WDDIT���A� ��MP�N�f�TI�N 1+VIL� �C Io4i�L01N�D. V1fh�re ex�stir�� u�FIiG�� �� ���vi�e 1in�� ar� �ut, brok�n or d�m�ged t��e �or�#r�ctor �hall rep�ace pr r�p�ir #i�� u�ilfties �a` se�ri�€: li��s �+it�r lhe �art�� ty�e of arrgin�� �x��t��i�l ai�t� cor��tru�tion, or betler, �nk�s� o�herwis� showi� or no#��I on the p��rrs, at h�� ow� co�t �r�� �xpens�. �"I�� �c�ntr��kor sh�ll Imrn�di�tely n�k��y th� Owr��i• qf ki�� ��mag�� utilily �r servic� lin�. i�le sh�ll coop�r�te v�+ikh th� Own�r� af all �Eiliti�s to locat� �xisrirr� und�rgraund f��:i�i#i�s ��d r�oti�y rC�e �ngin�er of �n�r ��nflicis in �r�des ar�c� alignr��r�k Ar�}r and a!I p�rr��an�nl s[r�c��ar�s sucf� �s ���k�ng !at surf�c�, �en�ir�g, and li�e �trut;t�u��s �n �fkf��r puhli�: €�r pri�+at� �Toperly sl�a�� be r�pRac�d at n�r c:ost to ih� �ity by matorial of �q�aal vatue and q��l�ty �s t�at d�mag�cl, a����o� � ���18 __ �J'�1"� l L� - x�'����rFf'1� ����1 l 14J1�#� In �ase it is ne�ess2ry #t� �h2�nge or mov� kh� �ro��rky �f ar�y own�r �f a p�bli� 4�lilik�. s�cn �eop�rly s1�21i t�ot be mo�+�d ot ii�terfer��l with �rrl�l ofder�d io �Is� �:� hy kh� L:ngin��r, r�e rig�rt as r�s�rve� #o #he awner of p��blic util�ties ta �n�er u}�on t��� ��m�ts �f th� pro�ect for the pti�rp�s� of n7aki�� such �h2�r�ges or r�p��rs pf iheir prop�rt� 11��t rnay b� rr�ade �recessary �}+ perfqrrnance of ti�ris conlra�t. The k�tility l�nes 2��d �ond+�l#� ��oti�+� on #1�� plans are For ir�f�rm�ii�n or�ly �nd �r� n�i �uara�t��d 4�y the ���y of th� �r�gir��er to be ��c�rate a� t� exte�t, lot��l�[rr�, ar��i �i�.Fpth; kh�y are sha�n or7 tl�� pla��s as tF�� best inforrr�ata�n �vai���le 2�� tl�� klm� of d�sign, fr�m #�e owrre�� t�f t�� u#iliti�s �n�o4ved arrd �rorn evid�rr�es four�c� on k€�� grou�d, D-�3 �Ot�1�TRl.�CTI�� �`RA��i� �V�k PIPE�IN�� It is ap�arent thak c��kain cortstru�t�or� v�hicl�s �o�ld �xceed the load veari��g ��p�cii� of th� pipe �+n�ler sh�llow #��ry �pr��#it�oe�s. lk wril �e khe r�s�ansi�ilGl� of tf�e ��ntract�r to pratect ba�h t#te n�w lir�e and the existing line� from ti���� p�s�ibl� �xcessi�e loads, 7fie ��n�r����t shal� nat� ak an� #i�i�, ��o�s tC�� �xistEr�g or r�ew pi�e wit� ��ru�fc del��rerin� naw pipe to kh� srt�. A�± d�m�g� #o tl�e existln� or �ew pipe will !� re�air�d or replaced by t#�e �or�#r��#or, a# th� ��ntr�ctof'� ex��ns�, #o l�� satisfactioe� v� the City, Ir� locat�ons �rvhere it is r�at per�nk�sibi� tc� cro�� �he �xisti�g or �r�p�se�i pip�s without 2�dditior�al protec�ian th� �onfr��fvr ma}� el�c� ta p�o+�l�fe �[�dFtior�al prt�t�ctFon of #h� �E��� �o th�# rnor� fre�u�nf ���s�ing� af �he pip�s �r� �1iaw�d_ it still is, k��w�ver, th� r�spor��ibilit�l �f ti�� �or�tracto� tc� rep��r �r�y ��m�g� ta th� exis���r� o� }�roposetl lin�s, if l�� dar�tag� resuafs �rorn 2�n� pY��so o� his cor�s��uct�or� op�r�tion_ D-��3 T#�A�FI� ��fVTROL Th� �+�n#�'actor will be required tb �bt�in 2� "��re�# [.�se P�rm�t" pri�r t� �t2�rtln� work. A� part �f k#�e ���#reet kJ�e Perrnit'" � kr�F�� c�nta•oi pl�n is re�+�ired_ ih� �onlractar shall b� resp�nsibl� f�r pro��din� krafifi� cantrof dtarirxg #I�� �orrstr�ctia�n af thi� p��je�t �onsis#ent witl� th� provisions set �ort�t rn �he "L�f�s# �d�tron T�xas Ma��u�k or� Ur�i�orrr� Tr�ffic ��ntrol Dev�c�s for ��reets and �lighways" as�ued under th� auki�ori#� �f t�e "�ta#e of 7exas �.lni�arrn �let Regul�tir�� �`r�ff'R� on F�li�hway�,,� coc#ift�� as Arti��� B7Cl1d 1��rnon'� �ivi1 �tat�ite�, �erk�nen# s�ctions l��rn� ��ction Nos. 27, 2�, 30 ��d 37 _ 11 lraffic �on�ro! p1a� sf��kl_ b�_su�rr3itt�d fior review to AAr, �1�arles R_ BurlceEt, �it�+ 7raffic En ic�r ��..�$1�_ S��Y$7�� ak least 90 wo.rkir�g daVs priar ta �he..�re-col�s�ructi��7 cortf�f�n��_ �lt�aur�h work w�lk nat t�eqin �r�ttl #h� lr��f'ic corttral �rian h�s.l���n. revieti�red. #�re �onir�c#�r'� t��'n� wi11 be�r� i� ac�ardance wit}� t1�� tii�re frarn� est�bl��hed in �he ��tic� to #h� ��ritrack�r-- --- - T#�e ��ntR���#or wilG no# r����� ar�y r�c�ulator�+ si�n, �ns#r��liona! sa�n, si���E r�ame s�gn a� �tri�r sign which has h��n �recte� by t�� �ity. If it is det�rmin�� th�t a sEgn miist be remo+red �� ��rmi� ��q�a�r�d ca�nstructior�, ik�e �on#ractor s��ll c�nt�c# the 7���sp��#2�liori ai�d P�blic UVorks ��p�Rm�nt, ��gns a�d {Ula�kings �i�r��4on, (Plione i��mber �71-�'!��) to reir��ve ll�e sit�r�. M� th� �ase af regulatory sigr�s, th� ��ontractor rnust repla�e th� permaner�t sir�r� uvith 2� t�rrtiporaa-y sign rro�e#i�g IY�e r�t��irernent� o# the aba�e-��fer��+c�d rrt�nual �r�d ��cl� l�rn�or�ry sign i�iu�t b� irrst�lled pr�or to the r�mov�f of kh� p�rR��n�r�i sagr�. If lk�e #�mporary �ign �s e��� inst2�llad �orr�c�ly ar if �� does n�t meet �fi�e r�q��rcd sp��ifica#�ons, �he p�rmanent sign �h�f� be ��f# in �lac� ur�ti4 tl�e terri��rary sigr� re+�uiren��nts are ax�el. V1J17c+� cans�rucfion work is �cxm�ret�d to the �xtent that #h� p�rman�n# sign can b� rein�t�ll�d. #�r� ��ntrac��r �hal1 ���in cont�cK the �igr�s �nd h112�rkkr�gs �r���ro� S�-19 ��f'�� � '~ ����r1�L �+�IV�1����� �iv�si�rr kn r�ln�#a11 i�r� pern7�Gti�nC si�n and shall I��ve his k�n��poR�ary s��n in pl�r.e u��tll su�h rei�rstail�ti�r� i� com�E�t��i. Tl�e �n��1r�t��o� �hall Iirr7aC h�s w�fhc within a�� c�ntinu�us lar�� �f kr��fic �t a#im� ko mirrirnrz� �nterrupiiorr to 1�7e fi��n+ af tr2�fific. Work shafl i3a� be p�r�oTrx�ed on cer#�in Io�ations��tr�e�s �uran� "pr��� iraffic p�rio��" �s d�termarra�ion by ll�e �ity 7r�fiic Er���n��r a�tici �r� a��ordar�ce wi��r ih� applicabl� �r�v�sion �f t17� .-�it�r �i Forl INo�kh Tr�ffic C�ntrof �landbool� for ��r�stTuction ar�d Nl�r�7t�n�n�e 1+Vork A��a�,�� 7h� ��st �f thc #raffic �otYtr�l �s suhsidiar�r woric a��i tl�� �as! of sam� �1�alf he incl�ad�d in th� prlc� bMd far p�pe cample�� in �face as bid ir� th� �rc�p�s�l, ant� e�a other compcn�;�ki�n wMll b� �Ilnwec#. D-25 PI�YM£N� I'aym�n# #or atl uworlt and rn�#�ria1 irr�+olv�d �ri s�lu�gin�. �I��nd�r�inq, andlor r��n�vi�g of �����ir�g fa�ilF�ies sh�ll �� includ�d ir� lhe li�r�ar �o�t bid �rico of lhe pip� ��c��t �s follaws; 1. �epara�e payn�ent wi�k be rna�#� for rem�val o# �II tire t�ycfrants, g�.te �+alv�s 1���n�i� �r�d larg�r, ar�d sanit�ry s�w�r ma�hok�s r��ardl��s o� location, �, Paymr�nt u�+ill b� ma�te far s��uag�n�, ���n�i�n�ng, an�Ja� r�rnr�ving of ��I �ki7�r ��€a�ting facil�ti�s wh��n satd f��3lity is not b��ng r�pl�c�d ir� the sam� irench, i_e_, w17�r� r�rnoval r�quir�s 2� s���r�te �r��ching ap�r�tian, D-�� ��JI17 ���� DETOUk�� Z-h� �ar�tractor �ha�l �ro�e��t� ��s w�r�t ir� su�h � manr��r �� ta cr�a#e � rnlnim��m af int�rru�tion €o t��aific and ��d�str�ar� facili�i�s and t� the fiow �f u�Y�i�ul�xr an�f p����tr�an ir�ffiic +r�lkl�ir� t#�e ��r�j�c# �r�a, D-�B BI�RRE��ID�S AND W{�RN�NG �I�N� E3africade�, w�rnir�g ancl �I�kaur s+�ris sY�al� cor�f�r�n i�� the �ta�ndarcl ���cif'rcati�r�s "8�rr��r� �rrcl ., Warriing an[}��r C?�to�r �igns," Item ���, andJar as sk�own �i3 ih� pl�r��, �onstr���tior� si��rir�g arrd k��rrkcad�� shali conFa�rm wi#h "1�$� T�xas lU�anual �n Unifo�m Traffi� �ontr�l [��vi�es, 1Iol, h��_ 1" �r la#est ��iitior� �f�er� of. a-�9 �}CA�M4NllTION �F �ITE It shall b� ihr� r�spor�s��iJit�r vf th� pro�pec�iv� �xi�l��r to v�sit the prt����l site and m2�k� such �x��nir��tion� ���d �xplar�tior�s as r���r b� n�cessaey �o d�k�rrnin� all cor�diii�ns +�uhi�h rr7ay affe�� cans�rucfion of t��fs pro�ect. ParticuCar attention shoul� k�e giv�n #o rn�thads o# pr�vit#ang ir�gr�ss a[�r1 �gi'�s� �n ��i����n� �rival� �r7d ��i�tic pr��rerti��, �r�oc�dur�� for prat�cli��g �xi�tanq improveen�nfs ar�d �isposrtion of �I� ma�efia�s ta b� rern�ve�, F�r�per cot��id�r�tion sho�,1�E t�� given to these detail�, d�ari�rg th� pr�p�r�#aon �f ti�� I�r�p�sal ar�d al� ur�usuaf car�diti�n� tin+I�GcF� ma�r gi�+e r�s� �o C�i�� �c�r�tir�ge�ci�s shau�� b� brouc�h� to li�� a�#�n�ian of k��� Dvurr�r prior° t� kh� s�#�rr�Fssion of t�r� P�oposaM, �r,���o��x ����� -- ' ���� � � ������� ���������� D-3� ��IVISV� �OMPL�IAhS�E Dunng the construct��n of lhis project, lhe fiontr�ctor �hal1 corrr{�M}r wikx7 �r����it ��nir�� re�uirerri�n#� of ia�� �il� t�f Fort UU�r#� �n kl�� ��� o! vac�n� �rop�rf�+ f�r storag� pue�o�e�, D-3� �VA7�1� FOR �ON�TRIl��#�IV In ordea` #o ���ur�#�I�r �neasure 1i�e 2�n����n� of w�t��� used during �orrslructiaM�, th� �ankracior wi11 instafl a f�ir�.� I�ydfae�t meier f�r �11 tem�orary ��rvic� li���_ V�later u��d dur,r�g corrst�ucta�� ��� fl�rshing rrew m�ir�s �h�t �annof �c meter�d fr�m a h}rdrant vuiE1 b� estiir�a�ed �s ���kMrat�ly as p�ssibl�, A� #�te pre-cor�sl�`u�;tion cc�nf�e�r�ce fl�� c��lr2�c�or w�ll advis� ihe ins�e�tor o� t�e r�u{ti71��� of rr�exars th�! will b� n��d�d alor�g w�th tt�e lo��#ians wh�re they wilE be �sed, �k`�7� ir�sp�ckor will d�liV�r the �rydra�t r�e#ers to th� lac�#ions, A�fter iilst�lla#k�n, th� �ontr��toc will iake full r�spor�s��ilily f�r tE�e rr��t�es u��til sucf� E�m� as th� corr#�aetor retu�ns ft�ase me�ers !c� th� ir�spe�lor �n�r d��tac�e l� the m�#er� vt+iCl be �h�e svle respor�sil��li��r oT th� �n�rack�r_ Tl�e W2�ker D��r�i�trnen� lVJete� SE�o}� wili ��r�l�a#� #h� condit�on �f l�e R�ra�#�rs �p�n r�t�rn ae�d if r����rs �r� r�eeded the cr�r�#ractor v�riM1 rece�ve �r� En�+o��t� f�r� those �ep�i��_ Tf�� issu�d ��t�r is for thi� ���c��i� �ro��ct �r�d I���t�on onM�+_ fi�ny waler that the c�r�tra�t�r �r�ay r�eed �or �e�sor��l use �nrill �equi�� a s�parato hydran# rn�t�r �bta���� �y lhe ��ntra�#or, at #h�ir co�t, frorn tfi7e U1�ater D�part���nl, D-�� WAST� f�J�T����4L �11 v�+a�i� mat�ri�l sl�alf becom� kh� �rop�r�p af #h� �onxr�clor a�d s���l be dispose� of �y t�e ��nkrac#�r at Ioc�t�or�s ap�roued by tF�e Engit�e�r, �111 ma�erR2�l sh�E] b� dis�as�c� of in su�h � m�nn�r as to �ressr�t � t�c��# a�pe�ran�e ar�c� �a nat o�str�c� prop�r drair�age or t� c2�use ir�j�r� t� street im�r�v�m�nls or t� abut�in� �rt�p�rt�, D-33 ��.��lh1UP F�F� �iIUAL A�CEPT�I�1�E �an�l cE��nup wor� s#��I! �� �on� far this p�o�ect �s sa�n as �II cc��str�ac�i�n h�s b��n compleked. �Vo m[�re t��� s�v�n day� sh�ll r�l�pse �ft�r c��np��ti�n af construction before ti�e r��dw�y. ri�Y�#- ��-way, ar ea�err�er�# I� ���anad u� to EF�� s�tis�a��it��t �f �he ��gir��er, T�� ��n#r�ct�r sF��ll rr�aic� a�fn�i �leanup of all p�rts of ih� �rror� bafor� ��cep�ai�ce by the �Rty of r��# 1,+Vorth or i�s r�pr�sen�ali�re_ ThFs c�eanu� sl�all �r���ude r�mov�l o� �II �bjt�c#��r��bta rocks, pi�ces of a��haEt or con�r�t� �nd at�er cor�s#�u�tr�� materiai�, and �n �en���l pre��rir�g tl�� �it� of l�e ►�orl� in an �rd�rly manner ar�d ap�ear�n�e, ��rr�C ����}�E�nce of th� cornp��ted �ro�ect work sh2�ll be �i��n by khe �ity+ of Fort Worth D�partme�rt of E�rg�ne�rin9- 1��34 PR�PERTY A���SS ��c�ss t� adjacent pro���ly shall b� rr�aintain�d �k �II time� unk�s� �#n�rwise dkrecteci b�+ the �n�kneer, D-35 �D�J�7Ft�l��f 1�1� SCH�Dl3�� �4fVD ��GtI��N��h�� �F WORI{ Prio� t� ex��u�R�� khe �on�rac#, ik sf�akl l�� fl�� r��pc�r�si�ilkty of #h� �ar�t�actor t� �ur��sh � s�:i��dule OLltlll1111+� t�"k$ ��'1�ECI�1��E{l �If�C��' �0� ����1 ��1c�9E �f �0�1Stf�]C�EOfI WEtf'I �t2ll'�If'!� �1"I{� �Q��]j@#C�I'i Ci�t��, ir�cEu�lir�q ��f�fci�n# tirne ��in� �Ilowed f�r ca�ar�up. a:�raro� ��-21 — — — � �`I�f1� � - ������� Li�1V�l�r��� [�-36 �A�ETY R���F�k�TIDt+I� - IN���( N�AR HI�#i 1fD�7A��� ��I��� 7�ie fallawing prt�c�dures wil4 be f�li�wed �e�ardir�� tho sub�c�ck ik�rr� on this contr��i: � w�rrr�ng ��gn r�ot le�s tf7�n five In�#�e� �y s�ven inc��s, p�in�ed yellr�w v�iEh black Ir�Clers th�� a�e I�gibl� �t twelve fe�t sk��ll i�� p�a�e�i insid� and ouks�tie v�hi��e� s��ch as cranes, �I��iic:ks, ��w�r shov�ls, �iri4fing r�gs, �i1e c[rivers, l�r�isE�ng e�uipn�e;7� �r sirraiEa� �p��r�t'�xs Tlie tin+er��ir�� s�gn s��11 r�a�i �s f�ilows; "1N���llf��a -�JN�A'4�lFUl. T� �F'ER��E THI� EQUlPN1E�1-r 1+VITHI�V �kX F�E� �F HI�H 1f�LT�1�E LIIV��_" �, E�ui�m�n! lh�k rn�y i�� �p���E��i wk#h�r� ten fee� of hi�h �+�lt��e Gines sF��ll have insul�tri7g c��e-��pa of g���c� �b�ut the boam or �rm, cxc�:p# �ack ho�s or cfip��rs, ��d �n�ulator ii�ks on th� E�ft hoolc coi�n�cti�r�s. �, Wi���r e��c�s�ar�+ io +�u�rlc vuill��n six ���t af high voltag� al�c#r�� lin�s, no#i�ic��+o�r sl�all b� grvc�n the power co��p�r�y {�'��} who wi�l er��t t�m��r2�ry rr�echar�ical �arrre�s, de- eneegi�� th� liries, c�r r�ise or low�r #h� lin�s, �h� w�rk done by #k�� [��w�r c:�rrr���ny shall r�ot �� �t th� exF3errse of #i�� �I#y �f �`art UVorth. Th� r��tlFyrr�� �ep2�rtfr�en# �halE rnair�tain ar� �c�ur�ke �og af �II s�c� call� to TXL.�, ar�d sh�ll rec�rd a�tGon ta�Cee� i�� ea��7 ca��_ 4, �k�� ��r�ir��l�r i� r�qi.iir�d #o make arr�n�a�n�r�ts with t�e TXI.� �o�r���a�y for the t�rr��or�ry rel���tion or eaising of high vc�lt�g� fin�� �# th� �arrtractoe'� sofe co�t and �xp�ns� �. EVo p�rsar� �kr�41 work wi#hir� six f��� af a hic�1� v�lk2��� lin� urltl���# protectian ��vi�g b�en t�k�n as autl�nec} ir� P�r2����rph (�}. D-37 Olh�ll7 I�m38 S�0.1Vl�A1�1� �►4�ILIT��S FOI� 1f�OF��CEFtS �p�cifi� altention is direc#�d t� ����ion �648_� of ��rt � — �enera� �or��it�on� o� !h� ���rtr��k, Q-3� �.��AL #���A�TIOh�S AI�C] RE�P�A1�IBxL.fTl�� T� YFI� �'UB�I� �`he ��ntra�l�r's �artic��lar att�nti�n Fs dire�ted to th� re��i��m�r�ts of ��c�i�an ��•6-�. "I_�ga! i��E��ions �nd Res�oe�si#�kllti�s t� #h� Publfc" �f Pat�t C: ��err�r�1 �andition� of lhe �ontracf. �-AO F�I�HT T� �IUD1T RI{aH"�' TC) AU[]IT; f�art �- fi�r����l �onditi�rrs, ��ctivn �8�� �x+1�A�UF�EP�+1EN'f A�VD PAYh+}EIVT, Pa�� �B-8 {5}, ��Cr� t�� f�llt�wi�g; "�8-$ �4 RI�HT T� AUL�I7; A, �ontr�ctor �grees th�at the �ity �halC, �nlil lhe ex�ir�lton o� t]-ir�� �3} years afiee final payrncnl under lhiis c�nkra�! �ave a��es� t� ar�d the rigk�t ko exarni�e �nr! �rt�Fc�c:��y a��y ��r�ctl�r p��tin�nt boolcs, do�um�nts, pap�rs �r�d re�or�is �f �h� �ontraetor irrvalvin� trans�ctions r�faling tc� �hts contract. �or��ra�t�r �grees that il�� �ity s��all �ave �c�ess c�K�rin� nnrrna! worki�� #�at�r� ko all r�ecessar�r �or7tr�c��� t�c:llik��s an{.1 shaEl b� pro�+�d�d ad�.�c�ua�e ;�nd ap��r��riate work s�ac� ir� arder �� con�i�icC audiCs in c:�m�liance witl� the pr�visions of Ihis section. �'h�� ��ty shall ��v� �onira���r re�son�bl� a�vanc� nalice af int�t�d�tk �u��ls. ��r�rrr� ' ��-�� � PAl�T D - �����I�L ���ID1T1��l� B, �orttrar#ar furt���r agr��s t� 1f�cl4ade in 2�11 ItS S+�bC�ntrac�� h�r�Ul�tl�r a p�ov�sion t�x ll�� e�fa�t �h�1 tfi�� suhcontra�to� agre�� th�t �h� �i#� si�akl, �ander #r» �xpiraEi�n of �ht�e {3} years �fker �i�a� pr��+m�n! und�r I�+� ��b�on��act, have �.�c�s� to �nd �k�� ri�1�� to �xan3ine a��i p�ot�cop� ��y d�rc�ctly ��rkin�nt b�oks, �#o��arn�ri#�, p�pers �17d rec�rd� of suck� sUbe;�r�EracEor, �nvofv�r�g Irar�sactior�s io the ��ak�c�ntr2�l. �ntE furth�r, t�rat �i#y sF7a11 hav� ac��s� t�uri�tig norrr��� w�rk��tig I�ou�s ko �GI su�c�r�iraclar facill�i�s, ar�d �h�ll b� pra�+ided �d�c��ate and ap�ropriate wark s����, �n c�rder ta cond4xc� �udil� �� ����Gi�r��e :+�i#h lhe provisian� �f this ��icl� togel���� wilh �ubs�ctiorr �c� ��roof, �ity s1�a11 give suk��on#r�ctor reas�nable �dvar�c+� i3otic� �f tr�k�n�led �udils, �. ��r�tractor and s+�b�on#r��tar ��re� to p�otocop� �uch ctocurne�nts �� rna� be ��uas#�d by th� �ity. The ��ty ag�e�s to fea�nburse �or�tr��#or and su�con#rackor �or th� costs of �opies a# th+� rate pub�ished in the Tex�s Adrnini�trat��ae �a��. D-�'I B�D QUAN�`E�I�S 8�ci c�u�nliti�� of tl�r� varto�rs items in tl�e }�r�p�sal ate �for c�m���ison or�ly �nd m2�y ��l f��lec� la�e a�t�al ��antitFes, 'i`�er� is n� liir�rt �o which a bid i��m �an be i�r�feased or dec�e�sed. �o�iractar ��2�k1 rtot I�e �n#itlsd to r�r�egot��#��n of �r�it �rices re��rdles� o� the fn�i rn�a�ure� t�u�r�ki�ic��. �`o tY�e ex#ent tha� ���,� c�r�flic�s with tfnis provi��o�, tk�as pr�vFsr�n carrtro�s. �J� �I�irrf w�ll be c�nsi�€e�ed i�or lost ar �ntfcip���d pr�fi#s ba��d up��t tlf�f[�rer�c�s wh e�tim���d quan#it�es v�rsus ac#���I q�antJties, D�A� �U7TIN� O� ��1N�RETE Wl�en exJst��c� concr�t� �s c�t. s►�ch �ut� sh�ll �e ma�l� w�#h a concr�te s2�w. AJC sawi�g shall be subsi��ar}+ to the �r�it ca�t of the r�spec�iue it�rr�. D-�3 �f��J��T DE�i�h��4�IC��J �I�i� Proje�t sigr�s �rs requGre� �t 2r1� ����tior�s. I� �h�ll b� �n �c�oed�n�e v�i#I� t�e �ttaci��+� �t�ure �� (da��d 9-�8-J��_ �'he �i�ns rnay �e maunt�� �n skids or pos��. The exa�ct �ocatio�s and,rrelh�ds of r�oK�r�tir�� s�raN be ap�r�ve� by t�e �r�gihee�_ Ir� additiar� to t�e 4' x 8' pr��ect si�r�s, pro�ec� si�rts sE��l1 be �##��h�d to barric�des t�se� where mannol� r�lzal�ilitation �r r�placem�r�t is be��g ������c��d, �igns su�pand�d frorn ba�icadir�� sl��ll be pl���� �rr s��ch a wa�+ tl�af sa�ns �1� no� i�rCer�e�e wi�h ref��cti�+� pair�t or �olorin� on the barr�c�de�, B�rric�de �igr�� �l��11 be ir� accardan�� wi�h F�gW�� 3�, except th�t they shalJ be �'-0" I�� �'-0" f� sGze. Tl�e fr�farmaii�� b�x �hall k�ave th� �oilawing ir���rrrra#'r��ti; �ar Qu�slioi�s an lhk� �'ro��c# �all; �S'�7���1-830�0 M-F 7;3� am to �;�f} p.m. or �8'47}877-930Q {�i��fs and �+Ve��C�ndS f�ny a�rd �II ct�s# #c�r the req�}irec� mal�r�als, labar, and �q�iprn�nt n�cessa�y for the furnisl7ir�� af Pr�j��k �kgr�s shell !�� cor�sid�r�d as � su�sicii�r}� ca�t �i [h� pfoject ar�d no acidilior�al cornpensation wilG be �Ilor��d. a�t��z S�a�� I�� i i _ _ � • _ --_ � _ _ . _ �, ., � _ _ � — � -- --- — � �� w w r I � � �� - 1'___'� r��' r�' � �_ _ �►��� � � s���r�� ����tr��nr� - � �-�� ������-�� �������,+� ��� �������,� ����������r A,[ i��:at��ns Ir� tJ�� �r�j�ck w#���e �r��ir�s ar� requir�� �o �ae p�a��d ur�d�r �x�sting sid�wa�k� �rtdJ�r d�ivev��ys, s�ci� s�c�ewal�s an��or �1�•iveways shafl be corr�pl�i�ly r��rlac�c� for th� ��ail e�xFs#ietg w��#th, i�et�reer� �xiskiesg cor�str�a�li�r� �r �xpar��iar� joints �ui�h 30{}p ps� corlcr�+#e wrlh r�i�f�ar�ir�� st�e� orG � s�rrd c�sY�iot� in �ccordanco with ��ty of F-�ort 1+Vo�� �'ran���r�'ai��nlPubJr� U�Jorks ❑t�}Bf�F]l�l"1� ���f}{��f�f ���CI{`fCr��10f}9 �Of CG�119�fR.IC}fOFl, ft�rrr 50�, !�t la�al�iarts w�er� r�a�ns �r� ��q�rir�cf to b� pl��ed �n�l�r exi�tirrg curb and g�i�er, s��h cur� and ���Ct�r s��all ba �epl�c�d �a mai�l� l�+pa �n� ���melry of k��� rem�ved �urb �n� g�tter sh�IJ be ir��t�JNed in ar.co�dan�e �viih ��t�+ o� �ort v�o�r� P��fic Wo���C� D�partrrrent �f�nd�rd ���ec���cai�an tor �ar�s�r�cti�n, Itern �0�. Payment f�r c�lk�ng, ba�k�ill, �on�rete, forrr�in� f17���i'l��S �17i� �II Q#f7�i �SS�CIS�C''C� ��7�JLJfi$i1�IlCG'$ r�quir��, �#��1� b� inc:l�rd�d '� #h� squ�f� }rarc� �ri�� of the bid �t�rn f�r cor�t��'�te s�d�w�lk c�r i�f�V�1N��r f��?o�IF. +��� ��s����.�ru�ous p��a����rvr a� nn����i�� Nl�leriaJ J��s be�r7 aN�cat�d und�r va�io�s k�ic� i#errrs ir� tRia Pr�pasai to �stab�ish unit pri�es for mis��ll�neaus pla��men# �f materia� Th�s� n-rate�ia�s sh�H be r���d �n�y tin+�re�n d����t�d by t�r� Er��in��r, de��n�]i�� �n fie�d cont�iti�n�, �ayrn�r�� far mis��JC�ne�us plac�mant a� rr�at�ri�l wil! b� rr��d� fot �nly that �ma��nt o� m�teri�i �s�d, m��s�res� to #h� n��r�st on�,tenfh �nl#, f��yir�enl ��r mr���f�n�o�s �I�c��rte�t �� mat�rial ���aJl b� �n 2���ord���ce with #he ��r�er�� �ontrac� Do�urn�nts r�g�r�l�ss �f th� actu�t �rn�urrt t�s�tl For th� pr�jac:�_ D-�6 ZYP� "�,w gJ��KFI�L �x�av�ked rnaterial �sea for �"y�� ���" ���kfiEl rrrust b� me�h�r�€c��t� �om�ack�c� un��ss I}�r� ��ntr�ctor �an f�rr�isf7 kh� �a�girre�r �t+ith sa�i�fac#ory evidenc� th� P_!, �� the �xcav�fe�1 ma��fr�l is I�ss th�n 8.` ��c�� �vid��rcc� �i�alJ b� �#�st r�p�rt f�'�m an �n�feper7der�C test�n� lab�ra#�ry ��c� m��st ir��:�ud� r��r�s�r�tativ� sar����l�s o� soils in �fl fnv�lv�d ar��s, witk� a m�p sF�awir�g tl�� lo�atiar� antf c�opth af t��e v�rious ��st F�����, �f exca�r�t�d m2t�rial is ob+�iousfy �r2�nul�r irt na#ur�, con#ai��r�� fitti� c�r n� pa�stic rrr�t�ri�l, #f�� �ng�r�eer m��r waiv� lJ�� C��t F��ar� r�qt,irem��rt, ��� �-1.��� Type "�" �ackfiN, ar�d ��,�'I �r�r�ch �ackfilf.*" � f�evis�d 3l2�18� "" F2euis�[i �41�0l�� D-�7 CRU�M�� �.IM��TOhI� BIo1�KF�L� 1+11h�rp sp��if��d ari !h� p�an� or c��r�ct�d by t�� �ngin�er, trer��:h b�ckfril on th�s pr�f�ct, Tf7� �r�aterial sh�lf c�nfor'm t� I� blic�Vl�or�ts �#�ridart���� ci���a�ans for �treet �nt� �iprrn C�rairt ��r�struct�ah D�visior� � Iterr� ��B_� - Ni�t�ri�ls and D�v�sion � J[��n �D��� - k�+1�teTials �t�urc�s, Trar��h backfrll ar�d c�m���#i�r� shalf rn�ott�� req�ir�ni�nts €�f ��-� �x�a��trc�n �nd ��ckfif�, �v�s#nactiorr �pe�k�icalrons, Gc:r�eral �ontract Docurr��n#s. Payr�en! for cru�h�[f I�rn�stor�� ���kf��i in p�ac� sh�ll b� �nade �� Ch� �.init �ri�� bi�f i�r Eh� Pr��osal rrtuRiipfi�d !�y l�re qu�ntity �f �a#e�i�t us�d rn�as�r�d in a�c�rc���rc.� wilh ��-� 'f6 h1��as�rem�n! �rf ���kfifJ N1�ler�al�. �p�s[r4�cl�pr� �pe�i�R�aCi�ns, �en�rai C;on#�-acl Do���-n�nis, �����ox 5���4 F��I�T D � �PE�l�L ��I�D�71�i�� D-4$ �:�7' �O�VCi��T� �`r�r��p�rtat�or� and PubM�c V1f�rk� C1����1rn�t�t ly[��c�l s�ctia�rs fcrr P�v�rn�r�t �o�d Teer�ch R��air for Utility �4i�s Fi�u��s 1 1�7rough � r�f�r to usGng �;�7 ��ncret� as basc� r��a�r_ Sirice #1�is c�1E-�c,t irr�J�des kh� v�+��d "�onc�ete", l�e can�i�ke�t i�#ef���#�tis�r� o� #he Transpo�ta�ion ��ci Public V1f�r�s ��p�rt�n�nt is that this ratRo �pe��fk�s iwv (2} sacks o� cement p�r ��bic yard �f �ort�r�te, D-�4� TF��h1�ki �}(�AV�4�I�N, BA�K�I�I., Ah�D �OMPA�TI�IV Tr�ncl� ex��v�ks�r� ��7d b��kfill ��rder }��rkih� Io#s, eCrive�r�ys, graveE s�a�f2�c8d r��cls, w�thir� e�s�men�s, and wrthin existing c�r E�l�rre R_�,11ti1. s��ll be in ac:�ord�i�c� with �ectior�s �1�2 ������II and E2-� Exc�vation �r�ti Ba�kfil� of t�r� ��n�ral �antracx L�o���rr�nts an�i �pe�ificati�ns �xce�� as s�eci�k�d E�er�in_ A TR�hd��J EX�AVA'�J{�IV; Er� �c�or��r��� wikh ��ction ��-� Grc���r�t�o� ancl B��kfill, if th� stat�d maximum tr�hch wicitr�� ��� �xc�e[led, either �hro��h a��rd�nt or atherwis�F �Gl� I� t�ll.' �ngin��r d�t�rrrti��s lY��t !Me �e�igri lo�din�s of t�r� pipe wiEl be ex�e��l�[�, tht� �o�r#ractor wikf b� required t� �uppork #h� p�p� wi�� an irx��rove� tr�nch bott�m. T�te �x��r��� of �uc�� remcdial m���+�r�s sl�all b� �ntieek� ti�� �t�ntra�tar's ov�n. All tren�hir�g op�ralions s��a�l t�e cor��n��i ko th� v�+icltl� o� perrn�r�ei�t rigl�#�-of-way, Perma�enk easern�n�s, �n�# any #emp�r�ry c�n�t�u�tion e���rn�r�ts, �1GI excava#��n sJ��ll !�� I� strFct �om�li�e�ce w�kl� kri� �f r�ncl� ��fei�r �y�terr+s ����{al �ar�diti�rt of this d�c�m�r�#. �, �l��h1�W ���kCFILL- Tr�rt�C�es which lie �utsi�e �� �xistin� or futur� pavemen# sh2�fl be b�ckfi�EecE a�ove th� t�p of t�re emb�clme�t material wi:i� Type'�C�� b�cEcE�ll r�rrat�rial, Ex�ava�ted mat�rEal �se� faT Type ,.��� b�cl�fill G�n��t be me�h�ni��lly �c�mp�c��cl ur�l�ss tk�� ��ntr�ctor can f�rni�h lhe �ngan�er with salisf�c�tory �vid�nc� tha# ihe P,L of #1�� excavet�d mat�ria� is less th�n �3. �u�h �vfde��e sl��i! b� a tes� re�ot� f�'orr� arr inde}��r�der�# testing labor2�tory and must i��E�ade r�pr�sen#at�+r� sarxrpjes of s�ils i� a�l involved a�eas, wikh � ir��p showing ti3� i�c2�li�n �r�d d�p�h of th� �arfous tesi holes_ If �x�avated rr��#erial i� o�vio�sk�r granul�r irt n�#�r�, containir�g little or r�o p�ast�c ma#er��l, ##�e �ngi�e�r r�ay vr�ive th� tes# r�p�r� req�ireme�rl. �e� �1-�.�, T�p� ,��" or „D'� Baclt�ll, �r�d �2-�.1'E Tren�h 6ackfill �pr addiC�or�al req�ir�r�i�r�k�. INh�:n Type ����� ba�k-filE rri�kef��i Fs e�a# s�itabl�, �# the direction of the �ng�r�e�r, Typ� �°B" ba�l�fikl m2�teri�l �hall b� �sad, kn g���r�l, all backfill ���erial for ire�ch�s in �xi�ting p���d sirce#s sh�ll be irt 2����rda�rc� wFtt� �i��a�e �1, �ar��l rt�at�r3�l specifi�� Ir� �igu�e � shalk be �btained �rom an a�prave� s�urc� �nd shakl consis� �f �urabl� parti�i�s fre� o� thin o.r elor�+�at��l �i���s, �urrtp� of c4a�, �oil, loam �r v�get�bk� m�##er and shall r��et �he foilow��� gradatEon: �i�S �i�v� °I� Retalned �`�40_...— 1�� �--�-� Ad�itional�y, the cr�u�l��d 1rm�s#ane em�e�Jm�r�t grad�li�n ����i�ke� ir� �e�tton ��-3 �rWs��� Lirn�star�e for �mbedm�nt of ti�e �eneral �antra�t Do�urn�nt� �nd �p�c�fical�ons shaH be rep����� wil�r ��e foMlawing; �i�v� �i�� �" �� � �/ �M1 � �� #lo F�etaie��d 0 0-15 � €J`iit.i ��-��Q ,�rJ- � �� os����o� ����� ����' � - ������� ��r�ai��or�� AI� �th�r �ro�isions of thi� ��cliar� s1��11 r�mawn the ��rne_ �, Tf���l�l� �QEI��A�TION; All �r����� b�r}�iil1 �f��1C be pk�c�c� an �iffs par ��-�,9 Backfill, '�'r�n�h�� wl�ich I�� ak�#sid� �xist�n� ar fuiur� ��+��m�n1� s��ll be cot��pa�ted t� � rninimum of 9C�°lU �tandard Proc#�r Densii}r �A.S,�,NJ, D6�8} b� rneans of ��mping onl}r, �`r�r�ch�s wr�ich k�� un�ler exis��ng �r �ui�ii�e �avement sh�1E b� i���kfill�d p�:r �i�ur� A wit�r ��n�� �tar�dard I��ac�ar C�ensily by �e#ti�g. m�cF��r�i�al t�m�Fnc�, or a�ornbination ofi i77ethods_ �3�r�kfill rr��t�r��l io b� rlti�chanic�lly ta�7ipe� �ust b� w�lh�r� •F-4°l� �f ik� a�ti�xrurn r�oisture cor�ter�t Th� tr��� �+�ro (�) fee# �f s�w�r lin� kren�hes a�7c� the to� �i�k�Ee�n (� F�) ir�cf��s �f w�t�� lir7e m�y h� r�lEed in with h�avy ��uf�rrient tir�s, �rov�ded it i� plac�d Jn iif#s �pprc�pfi�t� to fh�� rt'��terkal b�ing us�d �nd �he aparation can be perf���ne� wi��aut d�m�ge �o il��e install�rl �ip�. The �i#}�, 2�t it� ov�ri� exp�ne�, wil� p�rfc�rrn t�er��l� C�mp�ctiorr t��ts p�C �,�.T_�. sta��aeds n� �11 #r�r�ch f��cicfill_ Ai�y rctestir�g r�quir�d as a �•�sult af failur� �� ��rnpa�t lh� ba�kfifl rnat�ri�l la ms�t the stand�rds will I�e ai lri� exper��e �f the �on�ra�:tor and wiFl b� l�rll�� at the comrr�erc�al rat�� as d�t�rmi�ed by lhr� �ity, Th�es� �ol� d��slty tes#� s�r�El b� p��f�rn-r�t� ak lxn+o {�j foot v�rti��l interv�l� b�g�nnir�g a# a G�v�k two (�� ���t �b�v� tl�e top �f the tnsfall��f �i�� and �or�#inuarrg #� th� top �f ll'ie corn��l�t�d ba�kfilC �t inlerv�ls �fong t��e tre��f� r��t ko �x�;e�d ��0 lir��ar �e��_ �I�e ��ntr�c#o� wilf be r�spor�sible fo� provi�ing acce�s a�d tr�nc� s�f�#y syst�m to the I�v�� of trench k��cict'Mil tt� b� test��f, 1�� ext�ra �orr�p�nsa#iqrr will b�± �Ila�ved for expos�no� #i�� b�ckfill I�y�r to be tes�ed �r prvv��ing #r�nch a�f�Gy s�rst�m f�r #�s#a �vr�du�ted b� tl�� �iEy. I�_ hA�A��.JI�EMF_�T �1fVU P�1YA+fEN�'; �!I mat�rial, in�lut�inc� any �nd �II �f�+pe ��B„ b��kfill, �nct Eab�r �vst� �f �x��va�ion ar�d t�ackfill will t�e in�lutf�d �ri #h� }�nce �id p�r lir��ar f�at �f v�ater �nd sew�r pip�. EV{_��-#'Al� IT��lI y 1lUASH�L� f�C]�IC; �fl washed roc� u���l f�r ernbe�mer�k Qr ����C�iMI �r �s oii�erw�s� dir��#��I �3y th� �n�ir�eer sh�ll b� wasl3�r.J, �rus�red s�o��e a��l shall �ne�t th� folEowing gra�l��ior� �n�l abrasiarr: {Actu�l w�sh�n� not r�quir�ti if �r��latior7 is rn�#) S�ev� Size y ,. 31 '� f� J14�• � �� °I� R�taln�d 0 V' � � �J��� �V- 1 4J� ��4 � U� Los�►r�c��l�s Abrasiar� �"��t 5�� Nlaxin��m wear p�r�1.�.T.M. Designatlor� �-1�1, D��O PAVE�hJI�NT R�P�IIR (��-99) �h� �n�t pric� hid u�rder �hs appropr�iat� �id i�om �f th� propt�sal shall ��►�er �II c�st for pravidin� pav�m�nt r�pair ����f to or skip�riaf in �omposstian, �hick���s�, ctc., to �xistrng p�v�Tner�l as d�ta���.xr1 l�i ti�� Publi� UV�rks D�parl����r�t typic�l ��r.�i�r�s for P�vei�rt�n� �ntl T'r���ch �epatr f�r lJtiltly �uts, ��gr���s ��0�-1 ihra���� �0�0-�. ��r�oz SC�2� ��f� 1 � - w71���i��� ��1�i�4�1�1Y� �4lI ��qu�r�d p��inr� cuis sI�aIM be made wilh a co�c���le saw in a k�ue �nd s1�e�gR�t lin� �e� bokE� si��;s of ��re trer�cF�, a minimum of �uv�lve {1�� in�w��� �ulsid� lh� tr�r�ch v�+alls. Tlxe kr�n�l� sha�3 �e ���i�fill�tl a��d �1-�e io� rkii�� �9} ir�ch�s s�a�l1 1�e filled wit1� r�t��iir�d ma#eei�ls �� s�r�wn a� �avR�� d��t�il�, cor���a�led �r�d level w��l� the €inish�d sk���k sur��c�. This finEs��d �rad� shall b� main�ar�ed ih 2� s�rv�r,�abl� �os�t#itGon u��il th� pa�ri�r� I�as b�en f�pl��ed, A�I resid�a�t��� �l�ivewa�rs sh�ll krc accessfble at nigh�t and aver weekei�ds_ It ha� I�een c!�#�rmir7�d b� �h� Transp�rtali�n and P�haic 1Nc�rks S7�p�rtr�'��r�l �hai lhe sirip �� �xistir�g HA+��� paveix��nt b�tween tl�e ex�s#ir�g g�alt�r a�d tl�� �d�e of Il�� tee�r�c�r pa�+err��nt r���ir wiH n�i h�ld up if such �lri� �� exis#i�tg p�v�m�nt is #wo {�} €��x or Ees� �� wie�l�f�. Th�r�#ore, a# tfie lo�ations it1 t�1� pr��ecx wh���� tE�� #t�r�ch WaGI 1S xhr�� (�j �e�t �r aess fr�rf� k�ti� lip of t#�e existirt� gutter, #h� �or�#�a�tor sh�ll b� re�uired ko rernove t17e e�cistir7g p�v��g �o such guiker, T�� �averne��t re�air sk�aH then �e m2��#e fro�r+ � minir����in d{s#ancs of twelve { 1�} ir��h�� o��lss�ia #he tr�nch wall n��r�sl #h� �en��r p� th� str��t to the �utter IF�e. l`k�� �a�r�rrMenE s��al! b� r�plac�d wit#�r�rr a maxie��im of five ��p workint� d�ys, pravfdin+� �ob placern�r�t �andltions wili p�rmkt rep2�v��g, !f }�avit�g �or�ditions are nat �u€t�#�Ge �or r��avi�g, i� the t���n�or� t�f k�r� Own�r, the r�paving s�a�l be done a# the ��rli�st pos�abl� ciat�_ A��rrr�if rn�sl b� ob��ined from tE�e Dep�r#m�nt �f �r���n��ring �ons�eu�ti�t� �erv���s ��clit�r� by the ��n#rs�t�r wn canf���rnance u+ith OrdiR�an�� �la_ 3��9 andlor �rdMr��r�ce iV�, 7�2 to rr�ak� utilily ��ts f� �he �lreet. A Clt]r I��p�c#or will �n��ecl �he pavin� r����r af�er ���7strucEi�n. This p��m�t r�q�ir�m�nt may bs waiv�d if wvork is b�itt� don� u��#er a P��f�rmar�c� Bon� ar�d ins������1 �� the Depa�tm�nt of Er�gine�rNn�, D-�9 71��N��1 �AFEYY �1f�TEM �OR WAT�R D�P�4F�TM�NT PRO.�E�T� �h�Llf A. �E�l�f�L T�is ��ecifEc�tla� c�►�ers the trench s�f�#y r��uirements for �II �r�nch �xcavatior�s e�cc��din� d�pth o� �v� (�) f��t in orde� to pfotect work�r� firor� cave-�e�s, The r�q�are��rrt� of this item ��vern �II tr�r��k�es for rn�in�, rnan�ol�s, v�ulk�, service lir�es, �e�d all ot�er ap�url�r�ar���s. T�� ��sign f�r il�� #ren�h s�f�ty sl�aMa b� signed �n� seaJ�d t�y a R���st���d Prof��sran�l �r��ir�eer licensad ir� Texas_ B�7f��JI�f�RI��; The k2�test v�r���t� �f 11�� U_�. D��a�tm�r�� �� L�b�f, Oc�up�tional ��fet�+ �nd H�alth Ad�ninistFatron �#ar�dart�s, ��J �F� P�rt �8��, ��b-�a€t P- Ext���tions, �r� hereb}� made � par� of l�k� specific2�tior� ar�d shall be the mirrin�ur� g�v�m�n� r�quifem�r�t� �t�r trench saf�#y. �. D�F��11T10�l�- �'F��iV�H�� - A tr�nch is r�ferre� t� a� a r��rrow �x�ava�ior� m2��� ��low #t�c� surface of the ground irY wfiti�l� li�� d�pxn is �reat�r than the width, u+���� t}�e width m�a�ured �t #!�e k�otiorn f� �ot �r����r t�an fift�en (35) f�et, �. BE�]��Glf�� S`��T�M - E3�n�1��r�� m�ar�s �xcava#in� Kh� sides of a trench to f��m on� �r � ��r��� af hor+zontal level or ste�s, usu�a�ay with v�r��cal or �t���-ve�t�c�l ��ir�ae�s betwe�n I�v�ls. �, �L�PiI�� �Y��EA+1 -�loping means excav�kln� lo form sid�� o� a#re��1� lf�a� ar� incl�ne�i away fram �he �xcavation o;���+ro� ��-�7 �� � PAF�T D � �PE�I�L ��I�Dq�I��� �, SHIE�,I� ���TE� - S��ic��� use� irr tr�n�l��s are genaraCay re��r�•ed to as "�r�r�c� 1�nx�s" r�r .�trench shielr3s" �l,ield r���ar�s ��trK��ture �h�� is �bl� io wit�7s�anc� f�e forces Gmp��ecl c�n it k�y ��ave�ln �nd pr�t�cC worl<�rs +r�i�h€n the struct�re �t�i�l�ls c�n b� p�rrn�n��l sirt�ct�r�s �r ��r� be des�gE��d to b� porkaC�f� ��d �rr�v� alor�g as th� worl� pragr�ss�s. �k�ields can �e eilh�r pi�e-manuf��iur�d �r ���-k�uilt k� acc�rd�nc� wi�i� (��HA st�ndar�f�. �: SH�RIN� �1'�7a; fVl -�horin� m��hs � steucfure suc�� �s � r��t�E hyc�raufic, mechanic�l or ti���r system that supp�r�s th� sid�s of a lren�h �nd w�rici� �s desi�r�eti l� �r�v�r�k ��v�-ins, �ho�-in� �y�t�rns �r� g�r7�r�ll� c�mprfs�d r�f �r�s�-br;�ces, ve�#ica� ��ils, (u�ri�htsj, h�ri2t�r�tal r�ils {w�l�s} 2�ndfar s���tin�, �. M�A�I.fF��MEN-T - Tr�nch deplh rs ��� ��rtf��l rr�sas�r�merrt fr�m khe kop �f lhe �xistf�� gro��nd #o #I�e b�ktam of I}7� }�i�� �� slruc�ur�s, Ti�� q��an#ity of #re�rch sa��ty s�stams �t�a�l b� bas��l on tl�e Ein�ar foqfi arno�r�rt of Eron�� c���t� great�r �han ��� ��) f�eE, E PAYNJ�id1` - Pa�ri�er�� sFa�q be fuE� cornperts2�kion for sa�e�y s�rst�m d�sigr�. I�E�vr, #ooEs, m�a#�ri�l�, eq�i�m�n# �ncf �nc�der�t�ls n��essary for tho �n�rall��i�rt �r�d ��emo�r2�l of ire�ch �afety sy��erns. D*�� �IAI�lTAR1F S�V4tER MANHOE.E� �t. ��N�f�AL.; Th� ir�stallalion, rep�ac�ir��e�t, �nc�lor r�h��€]iia�io� of s�rritary sew�r m�nY�oles urill t�e �equir�d �s shnwn ar7 ll�� �lan�, $ndl�t as d�s�r�k��d €n thes� �p�cFal �or�iract f.�oc��rte�tik� irr �ddlt�o�� to �hc��� locat��3 in th� fi�l�l �nd ident�f�e� t�y the Errgin����, All m�nt7ol�� sF�al� be in accqrdance with se�#ians ���14 N�ateeial� ��r �anitary ��+r��r [V}�nh�f��, lf�lv� Va�l#s, Etc., a�rr1 E2-1� Vaull 2�nd AA�nhofe ��r�struction c�f the �eher�l �orti�r�ct C}o�um�nts �r��i �p�crfic�tion�, unl��s �mend�d or s�per�a���1 b}r requirem�nts of th�s S��c�ai �ondifi�n. 'I, �QN�F��i� �OLI_AFZ�: �orrcret� c�il�rs u�ri�i i�e r���ir�c� �� 2�k1 m�rrh�l�s �pectfre� as por �igur� 1�1, �. 1N�TERTI��1�` MA1Vf-IOL� If����T�; 1N�tert�gl�t ��slc�t�d m�nl��l� in�erk� sha�l �ff ir�st�lit��l �n all sanita��r s�w�:r rr�anhoG�s. Ir�s�rrs sha�l t�e �anstruck�cf in �ccordar�c�: wiih ��rt Wori� V1fa�[�r I��parErr�ent �t�nr�2��tf ��E?0-� and ��rali t�� f�tt�d �i�d iitiskalled ���or�#ing to the ix�anuf�cEur�T's e�cornrnen�ations. �#ain��ss �ke�l m�r�h�l� irtser#s shall be r�qufrc�d for all �ape diarn�i�rs 'l8'" a�d �T�a�or_ �. LI�� H�L.��; All fifil 1•r�les sh�ll be p€u�gerl witY� a�r�m��st c�r��fe#e �l�g. Th� Gft �ol� sh�ll be s��l��# �n ki�e as�ts�d� t�f tk�� mar�haae witC� Rarn-I��k ar �n ap�qr��r�t1 �yu�k seal�r�k, 7�� li�t Iti�le �h�ll �e seal�d on tl�� �r��it#� vf t17� mar�h�le wil�r �uick s�ltin� ��ment grout, 4. I�II�AI. RINI E��VA�IO�I�: IUl�r�hol� rir�s in parkw�ys, lawns �n� �fh�r impeoved lan�Js sf��ll be a� an �I��+at��rr not marc t1��n a�ti� (1) �7or I��s t��an one•��ralf {�12} �nch al�ova kl�� s�rraundirr� ���urtd, Backfill ��t�ll pfovtd� a�k�ifar�� �knp� frc�rr� Ih� t�p of rr�anMole �as�ir�g fpr not Eess th�n k}�r�� {3} ���� �a�#� d�r��tron ta existir�g fir�is�r �fa�l� pf tl�r� graund, ��e �r�d� of all �urfaces sh�fl � check�� for p�o��r sl�p� �r�d gra�ie by �trirrg ainrng th� �r�tar� ai`ea t��ard��3 n��r ��re n7anhc�l� ��g�� ��-��3 � L P�I�T � - ����IAL ���l�ITI��#� Niani�oles in �p�� felds, unirnpr��+e±d ��rrt�, or dr�in�c�e ���,rs�s sf�all ba a4 ar� �1�va#ioa� sk�owr� on �h� t�r�w�n�s �r m�nimu�rr of 6 ie�c�es �ho�+� �r�de, �. NIAEVFI�L� �C]1l�I��; Akl li[#s �ha1f Y���� C�ick slots an lieu of pi�k �ol��. Nlanhole #�ames a���l co�+�rs shaka b� Ar1cFCwnle�r� TYPe fV. wifh in�i�rrtad to� d��i�n, ar equal. w�th p,��c sl�is �ov�rs sha11 set fltish wi#h t�te rim s�f #�+� frame a�d sh�all hav� �ro 1arg�� th�n 1f8 �T7�h gap belweer� Il�� frairie �n� cov�r_ 8�aring su�f��es sY�all b� rt���#�in� �nisl�ed. La�ki�g rr�anhole I�c�� an� frarnes vul�1 }�� ���#rict�tl #o ao�ations with�o� th� 'E0�-y�a� filo�dpk�in �r�d ar�as spe�i�icaity ��sign�t�d on tl�� plans, �ertai�t�ed D�ctile Iron Nlanhol� Lids and �ra�n�s ar� accep�a�i� For us� wl�ere lo��cing li�� �re sp�ckfiec[, B_ �HA�LLOIN �Of�� 1UI,4�1MDl.E�� �haalow rrkanhale canstr��tkor� will t�� used +:�he� �'n�nht��� d�plh �s four ��1� feet t�r le�s. ��II sh�ll�w c��ie n7�nF�oles sF�all �e but1� in ��cordanc� will� ��gu�'� � Q� All s}��Ilow cone manholes sh��l �r�ve � cast iro� Cici ar��i fr�nti� wi�� �ick slots. �t�fiE: Nx�l�VH4�.E� P�F� �I��J�� �OG UVILl. i�QT �E A�.��V�1�Q_ 7, N1A�1H�L� �T�P�; h!o m�nh�Ee �te�� are t� b� ins�all�� �n �n�+ sa�Rtary sew�r rr�anl�ole, �. E}{TEF�I�R �URFA�� �C7�71��; Ext�r�oE suefacc�s �f ail n�snho�es �h�li be ���t��l with tw� rr�o� �o�ks af cqal #�r e}�axy, I��p�a�s "BG#��x��sti� ��}�er ��r�Ec� f�lack" Te�emec "4�, �5{� W�avy Tneme�ol��� or et#u2�1 to, a I'rrir�irflum or �� rr�iis �ry fiirr� t1�kCk�1�SS, �. ����aoLC ,����vr s����r��: ��i €�te�ior an�Jar ex��r�or joints or� conc�et� m�n�ole �ectian� cor�sl�ucted foftl�e �i#y of ��r# �'�+orth 1N�ter �epartrr�ent, �x�ludtn� o�ly khe joG�ts usin� � kr�pped #y�� perfiorrl�e� O-ring rubb�r gask�# s��ll re�uir� Bitumas�ic ��ini s�aJan#s as p�� F�gt�r� fVl, This �ealan! s�t�ll �� pr�-fqrrn�d an� Irow�lat�le �I#urn�sti� as manufactur�� by #{e�t����l, Rarr�-hl�k, �-� �ta�k, or �t�u�l, T�� joi�t s�a1�r sl�aii be suppliet� Mn �ith�f extrud�d pipe f�rm or su�tabl� cros�-s��tia�a� ar�a or �I�t-ta�2 and sl�all be �i�ed �s re�orrEmer�de�i by+ tl�� rr�a�uf���ur�� �nd appt�ved �� ti�� Enginee�, Th� j�i�t �e���r shall b� prat�ct�d by � suitabl� ren�ovable wrap�e� �nd shall no# �r� a�� way c�e�p�nd on o�c��#���on, �vap�r�#�on, of any o##�er chemi�al ��tior� ��t �iti�e� its a�l�esi�+e properlie� or �oh�s�ve str�ngk� TF�e J��n# s�al�r shal3 rem�in totall� fl�xEi�C� wFl�rou# �h�inking, harc3en�ng, �r o�ctdizir�g re�ar�ll�ss of the l��gtl� o� lim� il is �x�osec� to the elements, Th� man�f��turer sh�ll ftarrr�sfi� 2�r� �ff�tl��ik �ti�siing ta �h�e s�c�essful u�� of the �roduct as a�re�forr�7ed 1lexible joir�t s�alar�t on �ar�creke �ip� and mai�hol� sectia�rs for a��rlo�4 of at �easf fi�+� years, k��:{�i1��C�]�11 Ii�����LATIC�h� �F .!�li�T ��l���lA1T� �ac�7 grad� adjus#rnent r€n� a�d rrtianh�le �rarn� sk��ll �� s��led +n+ith the �b�v� specFfi�d I"1'h���flr��S_ AII �U���$S �Q I7B kil �0l7tr��t 4V]�Il �Il� joini s�al���t shail b� th�r����ly �I�aned �f tS�rl, s�n�, n�ucl, of other for�ign rr��ik�r. �, primer shall b� s�plied ta a1� ��,rf��e� prror to �r�staflin� the joir�t sealar�t irt a�c�rda�c� �rail�r th� recammend�#ia�� b�+ the ma�ufactuf�r_ Th� ��s�E�ct�v� th+rapp�r shaq remair� on th�� jain� se�lar�� until imrr��di�#ely �ri�r ta tE�� placern�nt of lhe pipe ir� �h� lr�r���t. P�ft�� ��mo�+�l �f kh� pt�k���iu� wrap��r, kl�e joir�t �ealan! �I��II #�e k�pt �:I��r�. Ir��t�ll fran�es a�rd �ov�r ove� mar�hole ��e�ti�7� with ta�e bottom o� the rir��� r���irrg on Baturna�tic joant s��1�� Ff�mes 2��d gr�d� rings shafl �est on tw� (�} �ows (insi�e an� c�ulside} of �iE�mast�� �o�i�t s�al�r. �srr�r�� ��-�9 ���� � � ����M�� ���������� �_ ���1l�IM1J� 11ND1�F� AC7,��r��ri�� �:.�ci��ri�� nn�n��-Ro���; �x������ ����r��,��,i�k� r�,�� d���t, �aw ��i� i# �n pav�merti) adlacer�# ta lhe r��r�l�ol� to expas� �I�e er�tire rnanh�le fra�rre and 2� inini�rrurn of fi incl�e� �f ki�� manh�Ge w�ll Ic���ing ti�e s�d�:� of ti�� tren�:h n��rly �+�r�k�al. R�rti-Eav� rn�nE��l� frarrie frorn the rr�ranl�ole �tr����re 2�r�d �bserv� the cor�d�#'r�rr q� t#�� �ra��e and n�rade rira�s, Ar�y I'rarn� �r ���d� rirti� th��l is n�t ��G��hl� for �Rs� as deterrn€�r�d hy kh� �r�c�En��r shall be r��lac�d. Grade rir�gs lhaE are conslructet� nf brick, I�Io��C �t�sL�riafs otl�er k��n �re-��si conc�ete rirtg�, or wY��r'� n�c:�ss�ry 2�r�d 2��pr�+��d by Ihe Cn�ir���r, ��r�ll #�� r��Eac�d �rri�h a pr�-�a�# fla�#o}a seciiar�. f'rc�•cast c�n���te rings, or � pr�-�asl �oncr��e tla#tap �ec�iar� +rwill b� lhe or�l� �d��sFments �11c�v�+ed_ �n brick ar k�lock man�oles, �e�la�e th� �tpp�r ��rkior� of the rrtan�aM� ta a point ��4 �nch�s be��w iM�e fr��xte. Ef 1��� w�lls �r cone se��ior� bel�u+ ����s 1�vaC are s�rucluralCy �nsound. r�otif� ih� ��gin�ef pfio� ta r��4ace��nt of lhe gr��ie rings and m��ht�l� frarn�, �xi�#ir�g bri�kv�r�ric, if d�m���� b�r tPi� ��nt,r�s:tor, shalE b� �`��lac�d �t tk�e �or�tracta�'s exp��se. 1Nir� br�osh rr��nhole f�am� ar�d �xposed manhol� surfiac�s ir� remov� d�rt and I�os� debris, �oat exp���cl ma�hole su�fa��� wir1� an a�prt�v�d b�rrt��r�g ag�nt fo�lowed by an app�icatipn of a quick se#tin� hyciraul�c cement #a pfovid� a smaoth w�rEcir�� �urf�c�_ If #he inside drameter af tf�e rn��l�ol� i� to� I�rge ko s�f�l� s���Oort n�w �c�justmerr# r�r�gs o� frames, a fl�l #op sec�i�n sl�all b� i�rst�rll�d, J�ini �u��ac�s b�lu+��rt th� fra�rn�s, adj�sl�n�ni rings, �nd c�nc� sec���n shall be �r�e �f dirt, s�ones, �e�ris �r��l �rc�ids �� er�sur� 2� v��#�rkigh� �e2�1, I�l�r,� fl�x��le gask�t ja�nt mat�rial alang the rnsicic� anc� a�tsacf� edge of each jaint, or use tro+r�r����l� rn�teri�l Fn I��� of pre- farmerf g�sket materiat_ ��sition lh� b�tt .jaie�t of ���� i�rrgth of joir�t rriat�rial on op�sasit� sld�s �F #k�� m�r�h�l�. No s#��l shFrr�s, w��d, ston�s, o� arry �rM�t��ia] not sp��kfi�a�Ey a�cepted I�y t�re �r�gine�r ma}r kre use� #o +�t�t�in f�n�� s��f2�ce �f��+a�ion of th� mar�h�l� f��m�. Ir� �au�d �re�s �r f�itur� p�v�d area�, cas��n�� s�r�kl k�e In��all�tl by u�ir�g a stralr�ht �dge no# I�ss t��r� t�n ���} f��t kong so thak tfie to� of the �as�ing wi14 �o��f�rrrr t� the� �I�p� �r�[� fir��s� �I�v�t��n �f #f�c� p��+�c� sur�a��. "{`he #�� of tiie casting s�rall 1�e 118 ie��i� belaw the fnis�ed ef��+�tion, A1lowan��� €�t lh� cvrxrpres�i�r� �f ihe j�i�# rn�tc��a�i shaGl b� rrrade to �s�ur� � pr�p�r fina� gr�d� slevat�or�. _ 3_ �XP���D EXTER�Of� �URFA���: AI! �x�ased ext�riar sur�ac�s �hal1 �� coated �vith luu� rna� ��ats c�f c�ak tar �p�xy, K�p��r�'�E�l�Uk7ic���IC �L1�7@f ��fVIC� BI�CiC"; T��eme� "��- �45� �k�av� Tn�rrreca!", or equal, #o a min�mum of "f� m�ls dry film thi�}tr��ss. �#. The ext�rior surface a[ all �re�c�st s�cEi�n �oints sl�2�ll b� kf�����+��f71y cl�a��d wi�h� a+rv�t� I�ru�l� 2�hd ih�r� w�t�r}�roo�ed wikh a���-ir��:h #h€[:k �oat �# tfowelak�l� biturn2��ti� j��nt sealant from B�ihches k�elc�w l�0 6-ii��hes ab�ve the ��Er�t, rk�� �o����f �criRit s�rall th��n �� wr��ped v�ith G mi1 pl�s#ic trr �rr�tect !#�� �eal�nt ir�m dam�g� durir�g backfk�lir��, �. ��A��lf��il�l�h17 Af�L7 P,�Y�u1��T: '1-f�e �ri�� t�wd for rr�w mai�hak� ie�s#all�tian� shali incfu�e all I��ar, �:��iFxm�nl, arid ma��ria�ls {��±��*ssary for const�uc#io� �f the r�anhola �r�clt,�ling. b��k nok iirn�te�i lo, joinR sealing, �i#t hol� seal�ng �n�l extera�r s�Mr��c� coaking, Pa�+m�nl sF�all not in�:�uc�� p�verr7�nt repl��r��7enl, whic:h iP r�qu���ed, sha11 b� �aid s��a��t�l�. o�ravu� ��-3� PA�F�T D� - �P��IAL ��i�C�l�l�i�l� T�� pric� b�d #or re�or�slruc#to�� af ��cEs4ing r�an#�rales shall �n�l�de �li labor ��{�i{�m�n# a�d n�aier��ls r����s��ry f�r co�stru�#ian o� n�w rr��r�l�nl�, includi�g, hu� no# li��ite� ko, �xcavaiion, I�����iIM, d�s�osal �of ��alerials, join# s��lir�g, lifk hale s�alwn� �nd �x��riot s�irf�ce �c�a�i�tig. F��ymee�t shaN n�l in��ud� paver���t r�p�acement, u�f7ic�� �i r�c��irod. sha�l ba p�Fd s�p2�rat�ly. 1'h� �ri�� bid for ada�R�tin� �r�d1�r ���1Fng af exi�ting m�nhol�s s�all inclu�� ��� iak�ar. ��ui��nenl anti tn�t�ri�ls r�e��ssary for adj�sting �n�i�o� ��alinr� #�e inarritc�leF Ir1C.�UCi]Il{,� �LII t10� limi#�d i�, jc�ir�# s���i��g, liftk��ke �e�iing, �nd 4xk�ri�r s��r€��e ��ali�tg. f�aymen# f�r �v�cf�ke colia�s wilk be m��l� per �ac}�. Pa�mer�t for ma�h�l� �r�se�ts wF�l t�e t�ad� p�r ea��r, D-�3 �Af�171�RY ��WE#t ��F�11���� �r�y �`e�on�ec#ior�, ��locatkon, re-�oule�, r�plac�ment, or r�ew sanit�iy ��w�r ��rv�c� sl��ll b� �ec��ir�d �s ���wn �n k�� plans, ��dl�r �� des�ribed In ihe�� �p����l �on#a�t Da�urn�nls ii� �t�ditiort �o k�oso lo�ated dn the fiekd ar�d i�l�r�ti��d I�y #I�� Er�r�in�er as aciive s�w�r lap�, The se�vic� cor�i�e�tit�ns �h�ll i�� cor�s�r�cterti by t�ti� �or�tractor u#iliairrg st2�nt#2�rd "factory mar�s�fac�ured #�es, �k#� ��pro�+�d �a�tbr]r r�r��t�fia�lur�� saddle taps �r��y l�� us�d, t?u�� onl� �S diCeCteci �y #I�� �ngineee. �'h� d�ci�iori lo use s�dt�le t�ps �s o�pose� t� #ees s#��II �c3 mad� �� a c��a by ca�� ��sis, Th� �ontractar sh�ll b� r�sponsrbCe �or c��rdi��#ir�g the sched��ln� of #�pping �r�ws u+ath ���Id�ng �wners �nd #�r� �ngi�eer �n ord�r th�t t�a +�rark be ���fvr�ti�d in �n ex�editi�us m��ner. � m+nim��m of �4 hours advaitic� r�otice sh�11 bv gw�+er� wh�n tap� wi1G be requir�c�, �ev�re�l serv�ce conr���#��ns shall �e ma��kak��d as s�ecifie� in se�tion �fi-6_� 5, A, ��VIJER ��RVG�� R��C��I���il�l�; W��en sew�F service re��r�r�e�tior� ts c�Ml�d �ar t�e ��ntr��tor s�r�El veriicakly ar�just th� �xisti�ig s�wer �ervic� lin� as r��uir�d fOf r�COr1r���ti��3 BfiC� fLkffllS�1 �[1�W �$�7- TI7� f�kings �s�d far v�r#ical ad�us�rnent sl��Il �o�sist �f a rnaxirr�um #�er�d �f �� degrees, �'h� #ap 5hall be Jo�ate[f �o �s ta line �� witl� tY�e servic� �ine and a�+oid any h�rixor�t�l �d�u���ent, �or op�n cut applEcations, all sat7�tary sew�r seruic� Eir��s sYr�ll b� re�lac�d to lF�e �rop�rky or e��em�nt lir�e, �r �s directe�i by ihe �ngin�er_ ��nita�y sew�r �er�+�c�� �n s�+���s being r�h2�bilr#ated �sin� pi�e �rikarg�m�r�# r��fihods �i�al� b� rc�piaced to tl�� p�operty �r �as�ir��r�t line or �s directe� �� the �r�gFr�e�r, f�r�cedur�s liste�i belov� for ��w�r ��rvi�e �epl��emen# s�a41 be adhere� to fq�r th� insla�laiion of �r�y s�w�r service lie�e inc�ud��g kY�e inc�d�ntal i�ur ��] ���k �f s�rvice Mi�te w�ich i� ii�clu�e� in ih� �ri�e bid f�r ��nikary �ewer T�ps, P��rn�nt #�r �voric su�� �� ba�E�itll, sa�d�es, tees, fittir�g� incide�tal four {�} Feat of servi�a IiMtie and all other a�s�c��tecf ��purte�a���s r�q�,ire�i sh�il b� inci�d��i k�3 !�� �r�c� bid f�t �anitary ���+�e Taps. �. S�WE� �E�1fI�E R�P1rA���1��}7`: f�ll t�uitdrng s�w�r s�ru���s er�co�ntere�i durir�g constru�tion sh�ll b� adJu�ted ��dl�r rc�plsced by ihe ��r�iractor �s �ir����d by #1�� �ngin��r �� requ�r�� fot the �onr7�clior� �fi the �ew�r ser►ric� li�e. If tlti� s�w�r servic� lir�e �s ir� suc#� COf1�1#30i1 Of ���UStkll�il� f��CA5Slt�t�� �Il� ���]Ie7C�R7�f1� Ofi t�"I$ S�.*W�f S�IViC@ �Ell�, all w�ri� sh�l! b� ��rform�� �� a li�erts�r� �k�rnb�r_ Tt�re iang#h o� the rep�ac�m��k shall �e d�termtne� b�r �h� �ng�neer. AN sew�r s�rvices �h��l l�e insk�ll�d at a minimus�r o� iwc� ��) perc�r�l slope or as approv�d b� �h� En��nee�, For �it�+�tions involvRng s��nr�r sefv�ce r�-routin�, wh�th�+� or� p�,blic or private prop�rt�, the �or�tractor s��all v�rify I�r� �levatiana {showr� on t�e pEar�s} at ihe buil�ing c�ea�t-�t�# 2�nd also �� fh� �rapas�d carrr�ect�t�n p��nl �n ��� sew�r m�in i� o�der to ensur� tl�a� th� Iwo ��) �er��nt m�n�t'r7urt� slo{�e (�r �s srse�if�ec� b� th� �r�gi���r} r��ui��tx��r�{. �s sa�is�iod_ �levalloris �hall aisa b� �rerGried 2�i ��� t��nd loc�t�ons or� tk�e servic� re-ro����. A�I elevatiarr in�orrr�ation �btaine�E L�y kh� ��rrkfactor �h�ll i�� sub�nift�d to #I�� Irrsp�ctor Th� a;���.�o-� �C-� � I� ��I�T D - �PE�1�1L, ��IVL7I�I�I�S � �ng�n�er �h�ll b� �r�rr�edf��el� notifi�d in 117� ever�t t}�at #�� tvvo (�j �ercenl mlr�ims,in� �i�pe �s r�ot satisfi�d. �n t�a ever�t l�at th� ���rt�acto�- cE�t�rrnGnes that � dif�P�.��ent aaic�nar�en! for llr[�.5 re- resuCe i� m�r� ben�fi�iaj ll'iar� �how� or� ir7� �alans, Ehs �c�r�tr��tor sl�alE o�;�in an[� su��mbl �EI r�l��+�n1 ���vatiarr inforrn�iion frxr th� n�uv alignm���E to the Ir�s�a��t�r a�� shalE b� r�sp�nsr�l� far er�s�aring tha# t��e �n+o ��) percc�nl minam�im grad� (or as approv�rJ k�y tl'Ge Cr�g�ne�r) is �a�isf���i. �t�r���e�liorM tc� t��� �xis�i��g seu+er s�r+�ice �ine s�a�l b� rn�d� wi�� ��apro}�riat� �cfa�t2r �iitia7�_ T��e fi[l�ng sha�l be a ur�lh�n�: r�� �eaprene �ou�lrng �l_�.T.�+1, �,��5 v�ith seri�s 30� staini��� st�el c�m�r���ian s�raps The cor��r�ctor sh�iJ �aklEiz� s��red�le �40 �11� far al1 ��r�itary s��+�r s�rv�ce re,rota#es or r�lo��tat�ns I�c���d �ri pr�vake pr�p��ty FiJk��i1�fFT1���, tt�e cant���tor s�aC1 �itiCiz� t�r� s�rvi�es af � lie��sed pl�mber �or 2�MI s�rvic� lin� vdt��'k on private �rope�ty. F��rmik{s} �n4as�� be obta�n�d frar�'� ihc �Ity of �p�l W�r�th I�e►+�lo�arne�3t ��parkmer�t �or �II servic� lir�e work on priv�t� pfap�rty an� all �ervic� lino work on �riv��� pro�e�#y r����# be ap�rov�� b� ��:ity oF �ori �NortF� F�lu�rii�Frl� Ittispsci�r_ A copy of th� pll��bing p�r{tlit �hall b� provlded to th� E���in�Gr �ri�� to b�gi��r�ir�c� work on kh� sanitary �ewek� s�rvl�e re��ouE� �rtd pro�f of fir�al ����pEan�e #�y the PIur�7b�n� Ins��ciar sh�11 be �r�videti to Che E�rgir���r up�n cornpl�#is�n of the �anitary sew�r r�-res�at�. P�yr��nt for wo�k �r�c� t�a#�rial� �u�h as bac�tfill, pi�e �al�ir�gs, s+�tf�ce r��tora[ion on prtv�te pro��r1�+ {t� mat�� �xisting�, ar�d alk att��t �ss�ciated woi•k ��r �ervi�e f��l�c���nis in �xc�s� af fa�r {4} ]kn�ar f�et shall be includ�d in Ei�� fir��ar fo�t pr�ce hid for s�ra�#�ry sewar servic� Jir�� re�l���r�s��t on priv�t� prop�rt� a� {��biic rigl7k �f way, Payrn�nt f�r all v�rork and r��t�rFal i�a�+�l�ir►g th� ��t�p�� sh�ll b� it��lud�d iri the �ri�e b�d foG s�rr�tary� sewer servi�e ta�s, D-5� �7�T U�ED D-5� R�hfl�llA�, SALVA�E, Ai+f� I�I�AN�I��VM�1�7" �� EXI�TiN� ��4�II�ITIE� �lhy remorral, s�lv��in+� an�il�r �ba�danrr7ent ��f �xist�ng f���litr�s w�il n��ess�e�l� b� r�c�uar�d as shCtVl+�l c�Cl tEl� pl�flsF and�or d�scrrb�d I�� these �p�cial �;ontrac# €�p�urn�nks in a�di#ior� to t#�ro�� 1t�c�t��i in tNa� �i�ld ancl yd�nlified b�+ t�e �ngin��r, Ti�E� work sh�li b� d�rr� in accor�ar�ce with �ec�ion ��-1 5�af�+�gin� bf Ni�t��ial ar�r� ��-�,7 R��r�ovang P�pe, of t�re ��r����l �or�tract Doc�ux��r�ks a�d S���eclfic��tiar�s, t�r���s� am�ndec� or s,�persedec� by r��uir�rnQnk� of l�is ���c��l ��I�(fit�an. q. ;A�11��� �F ��I��I1�l� UVF4T�R M��'�I� P�iVp �+1��T�R 8��: Exist�r�g wat�r m�t�r �nd rn�ter k��x s����l �� retr�auec} artd re�turr��d to tf7� V�+�#er ���arlrn�nt w�r�Yi���se by tha �o�tractor i[� �c��rd�r�ce with S�cti�n E�41.� ��t�+�ging �� A+1at�r't�E�, 13, �A�11A�E �� E�I�TIhI� 1N�'F��t A+IETEF� �fV� ��NCRETE 1IP�UL�` �.iD; Exist�ng wat�� rrreter �nd �oncret� varulk Rid shall b� remav�d a�d r�tu�ned to l�� 11V�t�r Dep:�rtrr�er�t wareho�se by t�e �ontractor in 2�cco�rdanc�: w�kh �ectiar� E�-1,� Sakv�c�iflg of k1��ter��l�, T��� co��rek� vau4i sh�ll be demoGish�d �n �alace to ��oint �o[ I�ss ik���� fi8 inch�s b�Caw #inal gt����, Y'he r;pr1C�"�'i� �d�Jl� sl'M�I� tl�erl i�e l��ci5filte� �n� ct�rri�Jo�CI�d kr� a��ord�nc� wilh I�����III rt�rel3�od as s�ec���d Fn ��c��on ����.� E3ackf ill ��ckf�IJ rr�at�ri�! s��ll b� su�tat��e �xc�va#�d maReriak ���x�o�red by kh� Fngir�e�r. Su�face r�sEor�iion shall be ��m��ti�l� wi�F� existing surra�r��lir�y s��fa�� ar�� �}ra�i� ��A�L1C��� OF E}CI�TIhlG �'IRE HY�7R�1NT�: �xa�ting fire hyrlr�n�� sh�dl t�e refnoved ar��l rc�lurr��c� t� kh� 1IV�ter C]�partrr}er�t �r�rarc:ho��e by �I�� �a�tractor ir� accordar��� wi#h ���tion �:�� �a�rz �S�-�� � : �f1�� � " �7����f'l� �r���1�I�IV� ��-� ��aivag�ng of �a#c�r��Es_ �h� vo�d ��rall k�� baci�fi�lc�l artd compa�ked irr ac�ordanc� w�th ��c�Cfill �e���od as speci�ie� in ���tlon ��-�.J Ba�kf�lE, I�ackfiEl rr�al�rial sl�all �� s�t#�bCe �x�a�+�t�d ����keri�l 2�p�arr�v�d by khe EngG��er, S�rf�c� r�staration srRakl b� c�rr�patr�Ee wiRh exksli�g surfo���diny surf�ce a�rd gr�de. U. �AI�Vf��� OF ��I�'1'Ih1� ��1T� 11�ILIfE: �xisti�rg g��� vaEve a�d valv� I�ox �nd 1id �haN b� r�maved and ret���ed lo l��� V�later De���trn��rt warehous� by th� �ontract�r ir� a�c�rci�nce wilra �ec�i�rt ��-�,5 S�Iu�gRi�� c�f fl��#�ri�i�, Th� void ar�a caus�d by th� v�lve r�Fr-roval �h��l he ba�lcf�kl�d �r�d �;an��acte�i i�r �cc�rdance witE� back#ili mexhod �s specwf��i in �ec�lor� E�-�,9 Backfill_ Ba���i�l n�2�terial sl�a11 b� suil�hl� �xc�vated r�aterial appro�te[� b� lh� �n�inee�`, �urf�ce res#�rali�� ��a11 be c�mp�tibl� wiih �xis#I�g s�Eri'�tir�ding surface ant4 gf�d�_ If ihe val�+e Is i�r a ca�c�ete v��it, th� �+auit sh�11 �� ��rri�lis��d in place to 2� p�ir�# r�o less t#��rt 18`` b�j�w �rr�aa gra��_ �, ���l�filOhl{�1EP�i �F E}C1��F1�3� �A�� IIALV�: Existing gate valve �nd box Ild �hall b� �rbandon�d l�}� fiest ckos�ng tC�� value to t#�� #ully �Iosed }�o�i#'tc�n ai�d d��nolis��ng #Yr� �2�Ev� box �r� �l�ce �o ��roin# n�� ��ss Ihar� '�8 G��ch�s t�e�ow fir�a[ ��ad�. ��r��rek� shall t�rer� k�e used �s backfiil rrlat�r�a� l� rr�raich exis#ing gr2�tl�, F, #�BAEVD�h1h�E�1T �F ��1�7ki�J� 1fAU�TS; 11�u1t� io b� d�rnaifsE�eci �n �I�c� s�rall hav� tap slab �nd lid r��oved ar�cl vaulk wa�1s d��rroiished tr� a� pain� nok I��s �h�n 18" b�l�w ��r�! +�r�d�, T#�e voGd �r�a �aus�� �r�1k th�n �e backf��l�� and compacte�i in acc�r��r�c� wi�h t�ackfill meth�d as specEfGed in ����ic�n ��-�_9 Backfill. �3aci[fill mat�rwaC sF�all be suit�t�l� �xcavat�d mat�rial �ppr�vs�f by th� Errgir�eer, �urfa�� �es#or�#�on shal� b� c�m�a#iF�Ee wiEh tk�� �xis#in� surrounding �ra�d�, �, �18�4�1Q�iV�1�l�hlT C}F iulAl��lOL��: N�anholes to be ab2�r�done�i Ir� �I�c� sha�l have �11 pipe� �nte�ing or exiting #h� sir�c#�rr� plugg�� wikh I�an c�ncret�, �arrhola top t�r c�n� �$�t�on shaiG bo refnoved to th� top of the f�ail I��r��l di2�me#�� se�ti�n, �r ta paint not iess th�ah 1� incf��s beMow �In�l grade. T�e slruct��re shall th�n be bacf��lle�l a�e�d ��r�r�p�cfed in acco�dan�� wilh bacEc�ll metF�od a� s�ecafi�t� i� S�ction ��-�,9 Ba�i�fwll. BacEcfill rnat�riaE may �� �ither cl�an v�+��i���i s�ntl af �1�an, suitat�€e exc�vated rnate�tal �pprov��# h�� #h� �r�gineer, �urf���* rest�r�ti�r� ��tall b� ���r�p��ibG� tin+ilh surrot�nd3ng s�rvic� s�rfa��. Pa�rroent for work ir�volv�� in ba�kfi�Eir��, �luggi�g af �i�e�s) an�l �il ather a�purt���anc�s r�q�ri�•acl, �F�all be �nc�udec� kn th� ap�r�prwa�e Dad ik�m - Abar�d��r ExE�tir�g ��w�r �'lant��le. �I R��ti+1�11�L D� �UkAiVNDL��: p.+}an�ofes ta k�e re�nove� �l�a1! h�ve al! p�p�s e�t�ring �r exi#ing th� s#ru�tur� disc�nn�c#ed, Th� comp�ele mar�Yra�o, in�l��ing top or cor�e ���tion, alE f�ll bar�el di2�m�ter se�k��n, �n� bas� secti�n shall �e rerrx�v�d, YI�� �xcavatian ��a11 then I�� i��ckflled ��� �o�r�pacted in �ccor�ianc� +r�+i#h �ackfll m��fnod as speckfie�i in ��cti�n E�-�_J 8ackfilk. Bac�f�ll rn�keri�l rnay b� wit� �y�e � BackfiGl or 7`YPe E� E��ckf��l, �s �pproved by ti�e �r�c�in�e�, �urface r�storation �haN b� carnp�t�b1� wi#kM s�rrour�drng s�r#ace, �UT�Ih�� AfVD PLU��Ih�� EXI�TI�I� �+1JAEhl�; Ak ►+2�ri��s I�cations on this ��o�e�t, it r��y b� �e��r��d #o c�t. Plug, a�d bl�ck �xisti�g w�#�r �t�alnsls�rvicss �r sanrtary s��r��r maEnslsen+ices i� ord�r io �band�n thes� Mines. ��lt�n� ar�d pl�a�gu�g existir,r� rr��ir�� �ndlor servic�� sh�il �e car�si�dered �s ir�cid�nl�l an�i �II cost� ir�c�irred w�lE b� ��i7sider�d lo �e ir�clutf�tl ir� th� iinea� Po�l b�d pric� o# tl3e pia�e, ��nkess �e�ara#� tr�r��hing is r�q�ire�, o�� �,2 SC-33 ��. . ���� � - �������.. �r��������� J, �2��lIC7V�li. OF EXI�'��IV� }�fP�; 1N�rr�: r�moval o� l�e existir�� �E�� is r�quir�d, it shall be tl�� Cantr��tor's r��por�sib�li#y �o �raperf� t�ispos� �f ��I rerno��d �Gpe, }III �ernaved 5�aive�, i�re hydran�s �r�d rneler E�ox�s sh�ll be �t�l��+�r�c! lo W���r D�paa�m�n# Ff�ld Op�raE�or+, �a�orage Yard. I�. 3�AYN���JT: Payrrt�Rtit For �fl w�rit �nd �17a��rial in�+olv�� in saavagin�, a�a�'r�onir�g a�dr�r r�rrs��ir�g �xisiin� F��ifaties shall lae in�l�id�d ir� k#1� Ell���r P��t �Id prF�� of th� F����e. �xt:e�l �s fiallatr�s: separal� pa�m�nt wili b� tr�ad� f�r rerr�ov�l af all fir� h�drant�, c�at�.� v�lvcs, 'I� inct� �nd I�r��e, and sanitat}� s�w�r mar�hoi��, re��rdl�ss �f tpc;a�tioi7, �`�ym�nt will b� mad� f�r �aEv�gin�. �ba�c�c�nin� andlor removir�g al! �#her e�xistir�t� faciE��k�� wh�i� sai�i f�ciCity is �7ot beiri� ��plac�d Efi lhe s�r�� tr�nch {i_e., �l��r� rer�nv�l re���ir�s a �c�p�r�#� lr�r��h} l. A�AfVE�O�1�u1CI�T OF E�I�TIhf� �E�V�i�t L1�1��: Wl�ere plans �afl far abarrdonme�t �f existi�g s�w�r rt��ir�s �fter tY�� c�nst��actiorr of a n�w sewer m�in, #he �or�#ract�r �h�ll b� r��pon�il�l� �r N Fr�s�e�tian ai �OOalo �f th� ��c�strn� ���v�r m��r� to #�e �bandaned to make a� �ir��l d���rmir��tFon �h�t �il �xisii�g ��rv��� car�r�ectio€�s F�av� been roCoca#ed to #�r� n�w i7�iair�_ Onc� #��s �le#��Ix�inat��n I�as b�on �na�e. t�r� existin� m�ir� will kae �har�dOn�� �� rn�iiC�ted ��ov� in Item I. D-�� D�7��7"l��L� WARIVII�� T�►�E� I�etecka�le ��nti�rgr��n� u��llt�+ w�rR�ing tap�s u�h€ch car� �e I��;ated fr��rr the ��rr���e by a p3pe det��tor sh�lk t�� inst��k�t1 dire�tCy 2�ba�+e �ron-rn�talli� wat�r �nd s�n�kary ���v�r pFpe. 'f h� ci�l��t��le �aQ� sl�all be "Det�c# T�p�" f17��iL4f�CtLJk'Li3 b� AI�Bn �y�terr��. Ir�c.or approved equal, ar��a sk�al� cons��t of a mie�irn�r� �Itii�k�7��� 0,3� mils �t�Gt� �I�mir���m f�i1 encas�d in a�ra#eclivc� ine�t p3es#ic �a�kel ��r�t fs irr�pervi�u� to �fE icrtown all�al�s, a�rds, cY��mi�a� r��y�n1s a�td solv�nts foun�t in �k1� SOIi. �F]B Rlki]IRIUFT7 OVf.fFIH t�11CI��i�SS O� C�YG f�p� SI'1�II �)� �J.� I1lIIS, an�i the wid#F� sh2��l rtot b� �es� khar� !wo �ncl��s w�th � i�ntr�im�rn u�7il w���F�l �f ��f pr�ur�ds!'[ in����'l0�'. Tl�e t�p� sh�ll h� color co�led a�tirl Imprir�ted tin+IF�� fhe rr3es��ge as �ollows; Type of �lti�rt� ��1�� ���J� �Na��r ��w�r ��fet�r 81u� S�fety �reen Legerrc�� C�utlon! Buriecl 1+V�i�r �in� ��lou+ �aution� Buri�d �ew�r �ine �elow Ir�stakl�kion of �et�ctable k�pes �hall h� �er rnat�ufac�ur�r'� re�ommer��lati�r�s and �h�ll k�� �s �I�se ia th�e grado �s �s �r�'a�li��l f�r optimum pR'�te�tion and detectabil��y A�Ilaw a rniniRt�u�T� af 'E8 ir��:k���s �e�b►+��n the Cape and �h� �i�e. Paymor�� ���� +n�orVc such �� bac:kfill, b�r�di��r�, E�la�k�rt�, det��tahle #ap�s, ar�d all oih�r ��s��iat�d appurtenae�ces f�q��r�c� s�rall b� includ�d in th� �rnit �rir.� bi�l ��r ihe ��pra�r�aie bid item��}. �-57 PII�� �LEAh41N� J�ir�ts shall be wiped and �hsr� inapect�d �or pr�p�r irrstafl�iion t�y lf�e r�sp��tors. ���h ��3n1 s�rall b� �w��3f ti�ify �n�l kept ckeart during i�s#�llatiorr. �#�rr7p�rary i���ht �xlug sh�ll �� i���ialJ�d o� alk ex�ose�i pipe er��s d�rir�c� an� ���r���i af wor6c stop�a�e �r:�f��a� S�-�� ------ --- ------------ -----�- ���T D � �I�E�i�L ���ID�TI��I� p-�8 �ARRIC�DE�, WARNI���� A�1D FL.�►�MEN I��f�r�nce ��rt C-�en�rax ��nc�itions, Sect�an C6�fi.8 Barricades, W�rnir�g�� and Watcliir�e�ti: ll, UVh�re�+�r the word V�atc�rnen app�ars In this p�r��raph. �t s�ail �e cC��ng��i t� tht� worti Flagmen B. Ir� th� f�rsk par�graph, li�e� fMv� (�� ���I �ix (��, change th� p�rase "t�lte all su�h �t1�er prec�utionary rr�e���r�s" to "take ��t re���n�bl� r�c�cc�sary me�sure�'", D-�� DISPOSAL �� ��'��LI�I�.L MAT£I�IA� Prior ko the di�pos�r�g of ��y s�oil�fill maE�rial. the �on�ractor ��a11 advise #1�� Dieectar o� �rtgir�e�ri�g I]ep�rtrnent, a�kirtg �s th� �Gty afi F�e� 1�Vorfh's Flot��i i�laan ��mi�i�tratof �"l�dministratar"j, �F tt�� 1��aiior� �f all ��tes whe�� #he �ontrackor Gn�ends to ��s��s� of s�ch m�leri�l ��r�tr�ctoe sl�a11 n�t tiispo�� of sucf� r�ia#er�a1 u�til ti�� pro��se� �ite� h�v� b��r� det�r�n�rte�i by th� �drr��n�skfator ko rn��� tl�� r�quir�rn�nts of 11�e Flbor� P1�in O�•�ii�ae��es af th� �ily of �ork Worth ��rdi���ce iVv. �'1��7}_ �1�1 c�fsp�s�l sit�s rr�u�t be appr�ved b�+ t�r� l��mir�is�r�t�r to ek�s�r� ihat f�lir�g is nat o���rring w�ti�i� � flaodpla�n w��houl � p�rmit_ l� floo�ipl�in per�r�E� c�r� b� issued t��un �pproval af n�cessary Er�gine�r�ng studies, No f�li p�rmit is r�rquired if �lispos�l sikes ar� n�# in a Fl�odpi���. A{�pr��al of the �ontra��or's disp�saE �ite� sh�ll b� �vid�nc�d b�r a 1�tter ���n�d I�y th� Adrninistratt�r �t�#�ng that t�e site is r�o# in � knawn fEood plain or t�y ��=1ood Plain Fill I�err��it �ui�o�izi�7g fill within the fi�od pl�in. Any ex�e�r�es �ssociat�d �r�riih ob�aFn��g th� fRll permi#. ir�cl�ding �n�r necessary �ngineering s�u[ii��, s��ll be �t t�te �or�tr���or�s e�tpense. In t��e event th�t �h� ��r�tractor disp�ses of sp�illfGl m�terial at � si#� wi�hout a fll �ermat o� � I�tker froir� th� adminEs#rator �pp���+in� t�r� dMsposal sit�, upan no�ifFcation by 1he �1ir��tor of Errgi��erin� D���rkrneni, �on#ractor �i���l r�rr�o�� #he �poi3lfill materi�k �t its �xpen�e an�f dispose �f sucf� materials i�r a���r[l�n�e wil� #he Orckitt�n��s of tkre �i�y+ and tfn�s se�:ti�n, D-6� ME��IA4�1�� �4fVC� i�11AT�R�1lLT�IlEh1'� l.l�l� The �ontr�ctar shall be r�c�uir�d �� �xe�ute a r�l��s� of r�ech�nics antl r�tiateria��-r�r�'s li�r�s upon r���lpt of pa}���er�t, D-B'I SUBSTITl3Tr��1S Tk�e s���ifRcations for m�t��ia�� set out t�e m�r�imtrm star�daft� �f qu�ll�� v�rhich khe �ity l�elieves n��e�s�ry t� prnc�r� a sati�f��#ory p�oject_ h1a subs�ktuti�r�� wi�l be pe�itked �htGl the �ontractor ha� received wrwkte� p�r�ni�sior� nf t#�e �ng�r���r #o m�Ece a s�bs��itu�ion f�r the m�teri�l whicl7 I�as been sp�cified, 1{Vi�er� the t�rrn "or er����l", or "'or ��pr�v�� �qual" is used. i# is un��rstoarl k��t if a rnat�r�al, �rodu�t, �r piec� of �quiprner�t b�ar�ng the name so �s�d is furrti��re�i, ik u�+ill b� �p�r�u�ba�, 2�s Ih� p�r#icul�r tr�cle r�ame �rras used for #he �r�rpose a� establi�hing a�tanda�rd of q�€al;ty �cceptahle to the �ity, I� a produ�l af any o#her r�a���e ws pr��r�s�d far use, the �n�ine�r's appfo��.l l�er�o� must b� oblainec� k��f�rc� the propo�ed substG#u#� is �roc��ert� by !h� �ontra�tor, V11i��re th� t�rm "ar e����!", or "or a�pro�+�d e�u��" is nat used �n the s�eciftca[rons, #1�is �o�s r��t nec�ssarily �xcl�d� ak#�rr�atrv� items or mat�rral or e�ui�rner�� which rt��y a��orr�pllsh t��e m#er�ded ��fps�s�_ i-low�ver, ti�e �ontract�r sh�ll hav� the fuil r�sponsibility o� �r�ving th�t th� propns��i su�stitt�lion is, an f�ct, ��us�. �r�d �Y�� �ngin�er. as ti�� tepr�sen#ax�va of th� �ity. �h�ll be �i�e s�le jud�e �f lh� acc�ptabiiiky of s��bslstuticns. The pr�vfs�+�ns of l.��rls sub�sectFor� �s r�lated �o "sub�iiMulio�s" s�r�ll 1�e applkc�bl� to �11 section� n# #I�es� s���ifE�afi�n�. o�r7�ro� � S�-�� f �f�� � ` ����i�1"1� �r�l'#�1���IV� �-62 PR�-�ON�TREJ�TION T�L�111�ION II��I����`IUN C�� �AlJITARY �EW�R A. G�N�F��: Prior ta i�e �eco�stru�t��r�, Al.� 5���»rls Car �ki5t11�� sar�itar� s�wer lines to be 2�b�n�l���d, r�move� ��xce}aE w��r� �eing Fepla�e�l in �he s�r�e loc�ti�n}. �r re�ra��iEit�l�d �pip� �r�larg�rr3�t�t, cure�l-in-�la� �i�e, fold ar7d #�rrn pip�, sl��r-lir��, ek�,). sl�al� �� clea��ed, and a t�levi�ion ir�s�ectiar� ��:rft>r�x���l to ici�r�lify �i1y ��tiv� sew��- service tap�, oth�r sew�� j�#�f��S olr1� �11��f �OC�tE�}k'�. 1Nt]r�C �h�11 COf�SlSt �i �urr�ishing all lah�r, m�#2rr�l, �nd eyu�prnen€ r�oc�ss�ry for �he ��eaning �nd Fnsp��tion of ki�c s�w�r iin�s by m���s of clo��c� c�r�uit �elevisior� S��isf��#or� �����utia�s shall b� ta�Ce�� ta prat��t ti�e s�wer 1�r��s fr�m ��rr�a�e lhat rt�i�l�{ I�� Gr�f�i�f�� bp ihe �rr�proE�er us� af cleariin� �qt�iprr��nk HkC�i� 11f=�OC17Y JET {1-�YC}f�O��EA�II�#�) CQI.JII'A+1��17: �'h� i�lgh-u�I�cG�y seweT fane c��aFiir�� eq�iip�r�ent sk��IJ b� cortstru�led for vas�+ aord sa�� a�eratror�, Tfn�e �quipn��n[ sr�all 2�I�c� hav� � s�lc�tioi� of two or more hw��h�veaocily �vzzles �`h� n���l�� sh��C be ca��fale �f produc�r�� a scourin� a��i�n �r�m 1� to �� d�grees in alk ,i�e lines d����n���d to b� ci��n�d, �quipm�rkt shall a1�o ir�cEud� � I�i�F�-vekqciky gun �or was�i�g ar�d scauring manh�le walEs 2��tid fEo�r, 7'he �u� s��il b� capabl� o� pfoductng llav�rs fr��� � fi�� �pr�y to ��ofid �irearn Th� �qui�men� s#�all c�r�y f�s s�wn wa#�t #anpt, auxiliary �ngir�e�, p�mps, �nd hydr�ulGc�ll� drivc�n i�ase r��l_ H�t�rauli��€�y Prop�ll�d �q�iprne�! s��i� k�� t�f � mov�bl� rl�m typ� �r�ci be co��truot�d ir� s�ch � way kl��f � pc�rtioi� �f ti�� dam ma}� �e coilap�ed at arry #i�r�� �iuring tho �fe�rrir�g ap�ra�ion io prat�c� ag�i�st �lt��d�n� o� Eh� s�wer, TI�� mavak�l� dafn ��r�ll be ��u�l in tli�rn�;��r �r�ur�d t�re o�.ater ���riph�ry to e���ur� e�rrtpv�� of �reas�_ If sew�r cleanin� b�lls ar othe� �qsa��m�nt whlcl� cannot I�e �otlapsed �s usad, s��c�al �r�c��ti��rs to prev�i�# flo�die�g ai kl7e s�wers �r�d pub�ic ar privat� prop�r#y s�all be �aken, 7h� f}ow af s�+r�+agc� pr���itit in th� s�wer lirres sh��l b� tatili�ed #t� �rovid� n���ssary fluid far �y[����I�c c4��r�ir�� d�v�c�s wh���v�r �ossibi�, �. ��E�4NIN� PF�O��DURE�: �h� desigr��ted �ew�r rnae�holas sh��l be �lear��d t��it�� I�igl�-v�i�c:it� j�t equi�m�nt. T�� equi�rn�r�t s1�alE k�� ��pabl� of femauir�c� di�#, g�e���, r�cks, sae�d, and �rt1��r rr�2�t�ri�fs an�l ob�tr�rction� from t�r� ��wer lin�s �nd r�anha��s_ If cfeaning of an �r�kire �ec;tion ��nnot be succ�ssfull� �or€atmecl f�orr� �n� marth�l�, tr�r� et��aip�r�eni �k�all t�c �et u� or� #�e other Rr��nhole an� �a�arr�n� �gain al#emp�erl, If, a�a�ln, �u�ces�ful cleaninq carirtot k�� p�rf�r�med or et�ta��arn�r�t F�il� t� trau�rse #he �nE�r� mar�hole s��tior�, il tin+i�l Uc� �ssumed tf��t � rr��xor btackag� ex�sts, and t�re ��eanin� e#fart �h�k1 be ab�n��necl. 1NI��r� �ddttio�al cjua��iiies of w�te�� frc�a� fi�e �ydr�n#s is nec�ssary lo �va��i d���� ir� n�rmal wotk�n� pra�dur�s. �.he +r�ater sf�al� be cor�servec� �nd nc�� us�d unnec������ily_ hl� fir� hydrant sha1C be ��s#ru���d in c�s� �fi � tGr� In �h� ar�� served b}� the J�ydrant. Befor� ����ng 2�n� w�l�r fr�rr� lhe �ity 1+V�t�r �istrF�utk�n �yst��r�, �h� �c�ntra�lor shall �p�ly for �nd r�ceiv� �errr�issic�ri frc�r�� #�� 111��#�r Departix��r��. Th� ��ntractor sh�ll be r��p�n��k�l� for th� wat�r met�� a�d eela�ec� �t�ar��� f�r th� s�tup, includlr�� kh� w�#�r �s�g� f�jil_ All exp�r�se� s��tl E�e constd�r�d ir�cid�n#al to clear�ir�9- 3, DGBRi� REh.+r�311A�. Ah3C} �I�f����lL; �111 si�idge, d�rt, sand, r��k. �r�as�. ��d ��Fs�r �oltd or s�misc�li�l ntaterial r�suf#ing frorn t1�� cle�nknc� aper�rtion shail b� r�maved a# tY�e doweMstream rr�ank���ke nf th� ser;tinn i�eir�g �lean�d �ass�ng �r►�tert�l from m��f�c�l� se�ti�n �o rn�s�k��€c s�ct�an, wYrich could ca�Es� i�nc s�app�y��, a�c�krnula#ions af san�1 in wel w�lls, or clamage �umpin� �quiprn�nt, s�rall na! b� p�rm�kted. o�r�72 SG�3� PAF�T D - �P��M�� ��N�MTI�1�� ��,II so�ids or s�r�isoiid resulli�g fforn lhe cle�ning o�erat�ans shafl k� re�7ovecJ �r�� #he �i�e �nd dispo��d of at a�it� cl��ig���ted b�r the �nt��r����. 1�1�1 rnater��ls sl�all b� rerrrove� ffom lhe sike n� ��s5 �fk�n th�n at the en� of each woricday and dispossd �f at �o additional cost tc� ��ti� �i��. Uh1Q��2 N� �IR�U�i�TAN�E �E-IALL �EVVF��� �I� ���.I�� I��iV1�1f�1� 71�����`I��N� �� pU�+1PED ONTO �TRCET� �R IEVT� D���H��, �AT�I-� 8�1�1�1�, �TC}R[l+l IIRAIN� OR �f��VI�A4F�Y ��V4+�i� N1,�f�H�LE�, t�. -f�L�1fI�I�N IN�P��TI��# �G�IJIP�+I�NT Tlti� tel�v�sion cafnera us�d fo� l"ere �i�s��ction shall be one specii�cally tt�signed and ca�stru�ted for s��l� inspect�o�, L�gh�ing for the ��m�ra s�ali b� suitabl� ta �Ilow � c��ar pi�ture �f ih� �n#i�� p�rlphery �f th� pip�, ih� cai��er� sh�Ml b� �per�tGv� in �OQ°l� laumidily �or�ditE�ns. The car�era, xelevisE�n m�nikor, a��d o�hef �arnpanents �f th� vid�� sy�kern �hall be �a�a�l� o� �roducing pictur� qt�alil� to the satisfaction of t��� Engir�c�er; an�i 3� €��rsatisfac�ory, equipment sh�ll bs removed and no ��ym�rrl v��ll be mad� �or an �ir�s��isf��tcrry inspection_ �, �X�GUTlDN: 1. T�I��Ifk�kON iN�P��71�hJ: Th� cam��a shal! he mov��l tY�raugh ta�e �ir�e in e�th�T �i���#aon at a mod�tat� rat�, st�ppin� when n��essary �o ��rmik pr�p�r �lacum�nta#ion of any s�w�r s�rvtc� #aps. In n� c�s� +n+�ll ti�e teGevi�io�� c�m�ra be pul�ed �� a spe�d greater t�a�n �0 f��t per rrkinute, E1+��rau�l w,n�k��:s, pow�r tin+�ncl�es, i'l.l cable, ar�d pow�red rewinds ar at�rer device� �hat d� r�at at�struc# the �arn�ra vlew �r ir�kerf�re wa##� proper clocumei�tatior� ��a�l b� �s�d t� �no�ro #h� camera through the �ewef line, 1+Vherr ��anual�y ��erater� w�nches are used t� pull ##�e #eke�risio� cam�ra #hrough the line, tel�phor��s or o�her suitab�e m�an� of c�mm�rri�atians shali b� s�t up between th� tw� mar�ho3es �# #�e s�ction being i�spec#�d to �nsur� �ood caniin�r�icaxior�s betw��n rri�rx�b�rs of the crew, T'Y�� �r�-E�ortan�e �f_ acc�rat� distance rrkea�ur�rn�nts is �r�pi�as��e�i., Aal ta�evision i�����tic�n vi�i�� t�p�� sh�ll h�ve a foo#ag� co�r�fer, Naeasu��rner�x �or lo�a�ian �f sewee �ervice taps sh�l� b� a�av� gro�and k�y ��eans �F �x�eter d�vic�. C�ark�r�g �r� the ca�fe, ar kh� 1ike, whi�� woul� req��ir�: int�rpolattor� for ciepth a� �nanhale. wili nat be all�wed. �1cc+�racy of ihe distar�c� m�xer s�all I�� checke�l b� us� of a wal�Cing met�r, r�ll�a4tap�, or �t�er ���table �l�v�c�. and the a�c�ra�y sl�all be s�t��fa�tory to #h�e �r�ginser. T#�e �ity rn�k�� r�o guaranl�� that all a� tC�e sanitar�r �ewers to be eniered are clear for th� �assag� �f a carnera, Tl�t� �ne�hod� �se� for sec�ri�g pas��g� of th� cam�ra ar� to b� al x�e o�tson �f �h� �ontractor, Th� cos# of r�trie�+i�rg tk�e Televisian c�m�ra, �and�r a1k c�rcurristanc��, wl7�n i# }�ecom�s I�d�ed durir�g in�pecti�r�. sY�all b� �r�ci�l�r�tal to T�i�vi�i�n �r�s�ectior�. �; [�Q�UA+IEfVTATMOE�' T�I��isran Insp�cki�r� L�g�' Prir�t�dlncaki�r� recorrls �rall b� �Cept b}r th� �ant�actor ar�d vu�ll �l�arly show Ih� lo�at�on ir� reia�f�n to arr as��ace�� man#�role of �ach sewer s�nric� ta�s obs�rv�ci during inspe�k�a�t. Irr ac�cfition, �lh�r �oink� t�� signiFicar�c� s���h as localion� of ur�usual c�ndil�an�, ront�, �to��ir� s�:wer �onn�ctions, �rok�n pipe, presenc� o� �c�a� ai3d �on'�si�n, 2�r�d c��he� �fiscer��ible featur�� wiM1 be r�ec�re�e�. and 2� c�p�+ c�f �uc� r�c�r�is will b� sup�li�d �o the �ity. �s��,u�� ��-�7 F���� D i �P��f��. ��I�D#TI�1�� � 3, I�C��T��I�APk��S. JnsEan# developing, �6 rnm, or otl��� ��andar�-s��� �h�kograp�rs a� [h8 t�3�visior� pt��ur� of �ro�lar�is sh�ll b� tak�rr by th� �onirat;�o� t�pon r�r�u��l of t1�e �rtgka����, a� I�ng a�s s�i�l� pl�a�ngr2�phin� do�s �7c�k interf�re w�kh the �a�t�ackor's op��a�i�ns_ 4. 111D�D'I`A�� F���DRDI��S: TFte purpos� o� tape re��edfrrg sf7all �e to �upply a v�sual �nd �udi� �e�ord �f ��'�kalem area� �f k�r� lin�s ki��# may b� r�F�l�y�d. 1Jideo ta}�� r�cor��ng �la�+back sh�N b� �i thc� ��m� speed th�l ik v�+as r��o�ded. Th� l'elevisi�n t�pes sha�l b� turnishcd t� Lk�e �i�y f�a� revi�u+ Imr��dtat�ly u��r� eorr7�l�lior� �� l�he t�l�visior� �ns}�e��ion an�J �r�ay b� r�iained � fr�axtmum of 34 �alenda� days. �quapment �hall be p�ovid�d to tl�o �i�� I�y lr�� �ontr��lor for r�vi�w of the tap�s. �'2�p�s u�rGll k�� rek�rn�d ko sh� �or��r�ct�r �par� �or��l�tion of rev��u� b�r �he �ngin�er. 7apes shall not be �ras�d vt+i�fi�oL�� kh� p�rirrissian �f the E���ir�e�r_ If �h� �ap�s �r� �f s+actr poar qu�lity ik�at fh� ��r�irteer as �r���le k� �v�lu��� lh� c:�nc�ifion of the �ewer ilr�e or ta It�cat�; s�ru�c� conn�c:tions, tf�� C;antr��tor �t7alf b� requir�d �o re- t�C��+is� �rtid pr�vid� � g�od tape of �he lirre a! r�o �cl��k��nal cost t� th� �it}r, If a�ood ia�e canr�ot b� p��vrde� ofi such qu�fity t�r�t can be eev��weci f�� ki�e En�ine�r, n� �a}��r�ee�t far ief�vising tfris p�rtior� �h,�Gl be matl�_ f�lsa, na payrr7�ht �l�a1k h� tn��ie For porti�ns of E�n�e� �ot t�leuE��tl t�r p�r�ions wher� rn�nhole� ca�r��t be negotiak�d wikh t��� tel�vis��� ��r�era_ TH� `fAP�� SI�ALL DE �UE�MlTi�D �`� TFIE �hJ�;i���R f�R��l� 7� ��N�T#�lJ�l"I�i�l FQI� F��11f�W ��JD �}ETER�I+�IN�TIDh� �F �AC��, �.J��n c;am�l��iorr af revi�+� �'f khe tape� by #he �r�g����er, the �qr�t�actar will b� r��#i�Red as to �r.+htch sections of lfY� s�r�itar�+ sew�r are to be corrected. Tapes v�+ill b� r�#urn�� to tho �nnk�actor upon ��rnpl�tian o� re+�i�w b� t�r� Enginc�r, F4lf costs assocRat�rl with this wark sk�a4 be Gn�ident�l kc� uni� �ri�es bid #or ftem� �n�e�r T�le�+isi�n In�p�ct3�r� c�i the I�ro�as�l, �, ��1Y�.+1�P,1T �F �L��1h311V�; Ah1D PRC-��1V���2L.f�TI{]EV T�I.E�iI�1�N I�i�P������1 �F ���11TAF2Y ��UV�I�S' 'i`he cost for �r�-�q�struc�ion �leaning �n�l T�12vision Insp��k��n of �2�ni�ar�+ se�+ers shal! he p�r lir���r fa�t af s�w�r 2�ct�ia�Ey t�l��rise�l, The ��r�t�actor �hall �rovicie i:h� Er�gine�r w'tlh #��r�s o� a q�ality #ha�# #�r� parkicular pi�c� �f ��w�r �ae� be r�adil� �+�2��u�t�d �a k� existir�g sew�r coi�diti�r�� ��d for pr�►ricEirrg �pprppri��� me�ns far re�r��w �f tk�e t�pe� by ti�� En��ne�r incJt�dir7� collect+ot� �ncf �errto�al, tr�r��por#atiorr �nd �i��asal of ��nd ar�d �iebr�s f��rr� 4��e s�wers to a feg�l dua�� si��. T�i�v�sion inspecti�r7 shall in�lu�e r�ece���r�+ clea�lr�g {�7ydt�t�ki� jet �r ��n�����nical �laar��r} to �r�vi�le �itl�� image ��c�uir�d for li�e �n��ysis, 7h� prier�ary p��ose of cl�anir7� ks f�r �el�visi�n ins�e�tf�n �nd r���b�li��tioi��, wl��r� � p�rfion pf a lir�c is kti�t ot ��r�r�tr� be te�evisad ar r�h2�biEi�a��±d, Ih� clear�ir7g of t�at p�r#ion of lin� sC��ll b� Fncident�� �nd no payrn�n# shalf be ma�f�, The �ily �nak�s r�o guar�r�l�� lhat all �f the sar�itary s�wers lo �� �fi�Ecr�d �r� clear �or lhe �as�ag� of � c�tn�r�. Th�: rr��t��ds usec4 for s��uring p�ssag�.+ �E #1�e �amera ar� i� b� �l tl7e aption of tl�e {��rr#r��lor, ar�d lh� �osts rr��st be in���i�i�d in kh� lawcl pri�� �or lV Ins�acEians. The cas� �� retro��+i��g th� rV �amera, �ncC�r �kl cir�urnsEanc�s, v�rh�n it k����m�s Iodge� s�urin+� ins��c#i�rr, sh��l be inc��i�:Tital to �i`11 Inspectron. o�rr��a� � SC-38 � P�I�T D - ����I�,� ��D�1DIT���1� �'��e a��n1 sha�l also include ak! costs �f inst�lling a��d rn�ant�G�ing �n� byp�ss purr�pirtg r��}uir�d to provid� r�liable. regula� sew�r s��vice �o th� ar�� r�sid�n#s, All b��2�ss p�rrrping shall b� in�i�E�r��al E� �he projec� D-63 VA�L�UN1 TE��IN� OF �AIVITA1�11 ��1l1�fE� �1d1{��VW��E� A, �E�ER��; Th�s i�errk �haGl go�r�rr� �I�� ►r�cuur� #�stin� of a11 r��vuly �or�stru�t�d sanitar� sewer manhal�s �. C�E�UTIO�1: �. TE�T PF���EDU�2�; �anhvles �h��ll �e ���uurt� test�d prior ta ar�y �r�terior grouting witlti 2rll �onrie�#ia�a in placc�_ Lift �taC�s shall be p��gg�d, �nd �II �Ir��-conn�c�ions and g�s s��lir�g c�nn�cti�ns sh�ll �e ir�s�2�ll�d �rior to t��Eir�g. The s�w�r li�es �n#�rin� �h� m�nh�le sh�il k�e �ku�g�d and br�ced to �r��r�n# #hc� plugs from bei�g dr�wi7 i�lo �h� ix�anf7oEe_ Tl�e �lug� sY��ll be k�s��lle� ir� t1�e 4ines beyartd tl�� ��op-conn�ctEons, �a� sealir�g conn�c#ions, etc, ik�e test head sh�l1 I�e �lac�d �nsi�te th� �'��r�e 2�t #he top of t1�e mae�l�ole and ir�fJai�d �r� ����rdan�e with tF�e man�fa�#�r�r's rec�r�m�ndakaons, A v���t��'n �f ten incl��s af inercurY {1 D"I-!g� ���It b� drawn anti t�� vacuum p�m� �r�ll l�� #�,r�r�d oFf. Wika� th� vaGv� cl���d. #he level �of vacuurn sl��ll �� read aft�r �h� r�qt�i�ed #�st t�me, The rec�,�ire�i t�st t�rne sh2�!! �e determ�n�d �ram the �ai��e I i��low in ac�or�ance wi�� 11�TN1 �� ��4-9�: Tablc� I NfINIMUM TIME Ft�G1Ul1��l] FOE� VA�UUhA DR�P OF '�'" I�� �'��"H� - �"�9� i���} Dep#1� �f N�H_ �8-lnch Dia, ��-anch Di�. (�T,� h+t�nliol� h��nh�le � to 1 �' 1 S` �0' ��' 2�1' 2�' �8' 30' F�r E�ch� Addllior�al �' �� s�c, 45 sec, 5� sec. 5� s�c_ �� �ec, G� sec, 69 sec, T�4 sec. 5 sec_ 52 se�. 5� sec. �5 sec_ 72 sec, 78 s�c. 8� s�c. �'k s�c. �8 s�c. B s�c. �, A���E�T�14��E.; T�� Mrranhale shall be cansid�r�d a��eptable, If th�� dr�� in th� I�v�l a� �+�c�tu�'n �� less t�an on�-in�h of ine�ctrry �1'� H9} aft�r th� r�q4,ire� �esl tirne A�y mank��l�, +r�h�cl� �ails �� p��s #I�e init�al les�, r�ust b� re�a1red b� e�the�� press�r� groul�r7g thro��h the rnar�h�l� wal� or d�gc�ir�g tr� �x�os� tlie ext�rior wall of tl�� rn�r�l7ol� In �rder ta 1oc�#e tf7e le�k an�i s�al it witl� �n cp�xy seaEant, T�� rr�a�haEe sha�l �� fet�sted �s �es��ib�d above urilil �t i��� �ucc�ss�ully pass�d il�t� t�st. o���sroz ��-3J _ P�I�T D - ������L ���DI�I��l� Followin� c�mpf�t���� af � s�acc�ss�c�l test, tM�e manhot� st��l1 i�� resl����d #c� ��s norm�f c���difi��, �II t�m��ra�rY p�tags sF�aCl i�e rerrrav�cl, �II br�ces, eqs.iiprn�a�t, ancJ s#ebris shafl b� remov��l ��7d disp�s�d vf u3 � ri��n�er �a�isf��t�ry la tl7e �n��n�cr. �, pAYhl��f�T: P�ym��t for vac+��rrY #�stin� o� s�r�i��ry s�w�r n7anl�pl�s sl�ialf �� p�id at U7e cor��r�ct �r�ce ��r ea��r vacui�rn E�sf_ T�is pri�� �hall inc��de aEi rna���ial. I�i�ar, �qui�rr��er�k, �ntf ��I in��ci�r�t��s, iRi��udfn� aJl bypass ��rnping� r�quir�d to �om�l�te !he t�s# as s�ecifie�f t��Teir�. D-fid BYPI��� PI�INfPIt�� Th� �onlra�tor sf��ll by�as� ��t� ��v,�ag� �rour�d ti�� s�ckion or s��tior�s of �ew�r to be r�h�abll������d �r�d��r r�p�ac�d, TF�e bypass shall b� irr��e bY ��u�gin� �xisting ���astream rrranl�a�� ah� pumpir�g �h�� s�uvag� Mnta � dovur�st�e�rn mani���e or adjac�nt sys#e�r� or oli�er n3�thod �s rrM�y b� �p�r�vec� b�r ti�� Crigir���� Tt�e �um� �nd b�r��ss lin�s s�all b� af ��#eq��at� c�paci#� �r�d si�� �b F�ar�d�e ki�� �low witht�ut sew�g� b�ck�p o���rrlr�g t� F�cifit�es �or�r�ect�d to ki�� s�wer, I�Rnv�siot�� sMi�ll b� rna�te at driv�ways ���d str�et cros�rr��s #� p�rm�� �af� v�hi��l�r travel with�ut �nterr��p#Ir�g �Eow if7 t�re by��ss �ystc�r�, Urti[�e�� ho �ircu�ist�nc�� will th� �on#raclar �� p�rmitte�! ko di�ch�r�e sew�go ir�to #h� trench�s. f'ayrr�en# �h��l be irtci��r�taf to r�h�b�lit2�t�an �� r��J�cer�eGi# 4f the srwer �ir��_ D-�� PD�T-CON�TRtJ�T�ON T���11f�lOiV iN�P�CTION �F �AIVITI�I�Y ��W�R A. ��N�F�AL: Af��r cons#rucklon, AC.L s�ct�ar�s of s�nr#ary ��wer Ir�e� shafl h�v� � t�levisiot� i�spe�ti�r� p�rf�rix�od by art I���penr#�r�t su�m�orttea�t�rr hir��! �}� khe pa`ime �or�cr�ctor_ VlJork �#�alf �ar��i�t af furnishirYg a!I I�b�r, �T�at�rraR, �ncl �quipr�e�t rtecessar�r fpr insp�ctian of t�e s�wer lines b�r me�ns �f cl�s�d �ircui# tel�visiorr, �a#isfactor� pr�cauiivns s�all �� fa�C�rr to prt�tect #h� s�u+c�r i�n�s from daRr�age that m�ght b� infi�cted by Ifie iRri�ro��r �s� �f ���2�rrir�g �r��fprn�r�k, �_ T�LE1�1�10�1 I�tSf'��TlOhd �Q4JJPfl+1�lVT: `fhe k�le+�ision c�mefa use�cf for #h� Fns�e�t€on �I��JI h� or�� s}��cifi�afly d�s��ned anci c�nsir��ted for s�ch in����tion_ �ightirtg for the ��mer� shal� be o�a�ra#fve i� ��0°� hurrric�ity �oncii#ran�. The c��rt�r�F ��C�V�SIOrI mor�it�r, �n� o#��r comp�r��nts of tF�e �+id��r �y�t�m sJ�aJl f�e ca�abfe of pro��cin� p�ct��r� qu��ity t� th� s��Rs��ction af thc� �n�rneer: and if urrs�tista�tory, e��,��;rn��# sh�ll b� ren��ver� �nd na qaym�nt wil� �re m�de for an �rr��atisfa�#ory rns�e�ct�on. C �7C��UT��N: �, T�L��/i�IC3iV �N�P���4��: �'I�e c�rn�r� �h�ll b� rr�ove�d ti�rc�4�gh tk�e line i� oitf��a� �li��ctJan �# a mnd�r�te r�t�, stoppirlg wh�� n�Cess�ry t� pe�rr�it pr��er doCum�Rlta�lon of ar�y s�wer servi�e tap�. Jn �� c�se will II�� t���vfsion ��rr�era b� �ufl�d 2�� a�p�et� grea��r th�r� �0 �e�t ��r mirrute. fular��aal wincl�c�, pou+er win����, 1V c�bl�, ,�nc! pow�r�d r�wind� �r nC���r dev���� #hat d� �rot obstG���ct �h� c�'�m�r� vkc�w �r int�r��re �ritl� �ro�rer doc4��n�rrt�#ion sh�ll b� �sed ko ��rove t�ae camera �hfou�h th� s�u+ee Girrc�, 1V� mo�e th�n �0�0 �ihcar fe�t �f �i��e �n+ill C�e #e��vis�d a# ��� time f�r re�i�w b�r kh� �R�gan�:ef, INi��� m�n�al�y op��atcc� wi�ches are LJS�� tD �LJH �Fr� �Lf�Vi51i�r1 G�fri�f� 1hr{7u��k f�1� IIf1B, I�E�p}�nnes n� �Iher s�itaf�l� me���s of commuRiic�tians �Frall be sel u�} h�tv��en the #wc� manhol�s of th� s��:ti�n h��rrr� it�sp�ct�d fn er�sur� go�d corr�rnunicatioi�s b�#we�n trerri#�ers of �}�� cr�w, �s�� �aa S �Y4� _ ���� � " ���L+��`i� �r�����l�l��] 7_h� irn��tance. oi �c.�:urate d�stanc� meas��r�m�nks i� emp�r��i�ed, ,�11 k�levas�on ir�sp��li�n �rrd�o fa��s si���l have a fa�ta�� c�u�tit�r. C�eas�rerrke�# far lo�at�ar� af ��w�r s�rw+i�c �aps shall be �bqv� g��our�d by �r�eans of rneker dev�c�. 1�11ar�Cin� or� t�� c�l���, or tl�� lake. whi�h +,+�t��1tl re�{�,ire i�l�rpolakioR� for d��lh �f manhol�, t+�+�ll n�� b� ailow�d Acc��r�cy �f !h� ais#�nce �n�ter �h�ll ka� ����k�d �y use o� � w�lkin� �r��#er, rokl��-t�p�. �r olh�f s�4table �e�rR :e, �nd lh� a�curacy shall be �a#�sf��#c�ry t� tY�e Engine�r, fihe �it� rnak�s r�o �u�rant�e that aMl o# t�� sanitar�r sewer� to t�� ��tee�d are cke�r for lfti� passage �� a cafinera, The rn�th�ds used far �ec��ring pass�g� of ths c�mer� �r� ta �e a# Ehe ���i�r� �� I��e �ant�actor, TYt� ct��� or rciri�vir�g �he �'���vi�r�r� ca�r�er�, �end�r �II �ircurrEstan��s, uv�en it becom�s �vd��d �uei��g ins��c�i�n. ��all b� ir�cidenta! ko T�I�vi�ion insp�ctior�. Sanitar� s�+r�er m��n� m�st l�� lace:� v�rlth �nt���F� wa#er to fi�l �G! I�w pin#�_ Th�� tel�vi�io�r ins���tion �n�st b� done imm�d��#��y ��Ilo+u�ng �he lacir�� of #�� rn�in with n� u,rater �Eow. k� s�we� is �ckiu�, flow r��r�sl be eesiri�t�d l�o prov�d� � cEoar irna�e t�f s�wer being inspected, �. DQ�UiV1��l�`AiI�fV: i�l�vis�or� �nspec�iv� �ogs� Pr�nt�ci locatior� r�cords ��aGl be k��! by kY�e ��r�kractor �r�d will �.1�2�riy �how t�� loca#ion ir� rel��iot� to an at4jscent fn�r�l��ie of each sewer ��rvGce #a� observed d�irin� Ens{�e�tian, fi�IG t�ievisit�r� �og� �hall be refer��c�d ta �#��ion��g as s�awn on th� p4�r��. +� c�py of ih�s� televisic�r� I�gs wikl be supplie� to th� �iiy, �, p�-i�T��R�1Pk-I�; Insx�nt tl��+�l��ir�g, 35 mrn, �r o#h�r starrdaf�-si�e pho#�r�r��hs of t�� teGe�ision pictt+re of �rol�l�m� sh�ll be t�ke� �y t�� �ontr�ct�r ��an req��sk of t#7e Ef7{,�I�l��f, as Mor�g 2�s sucl� photograpYtin+� �la�s not inte�#ere with t�e �a�rt��ctor'� op�r����r�� 4. �fID��Tl�f�E F���D��l1�f��' The purpo�a �f ��pe r�cofdi�� sh��M bo to �up�l}� a�rrsu�l �nd �udi[r r��ord of probkem �re�r� of kh� lines k�a# m�y t�� r�pl�yed. Vit�eo t��e r�cording �ia���c�c snali a� at the same s�eed tr,at �t waS r�corded, Th� #E��Visian ta�es �h�ll b� fur�ish��3 t� #�� �i�y �or reui�w im��,ec#iat�ly upan ��mplek�on of #�e t���vi��on �nsp�c#ion a�d �ay be r�#a�n�� a rnaxier�u�� �f �0 c�i�ndar days, �quGprn�n# s�all be provi�#�:d to t�r� �i#y b}r the �ontra�#ar �or ���iew af �he tape�. '�`ap�s wilk be ��t��ned to th� �ontr�ctar upo� �ampaeki�r� of revi�w b�r il�e E�gineer. �a�es sh�Gl not l�� er2�s�d +�1i#ht�uE the pe�mis���n of tf�e Engir�e�r, If th� taqes ar� of suc�.��or qualllv that tF�e �r�qine�r is un�b�� tt� �v�lu�#� #�e concliEit�n of tl�� �ewar li�� or to lace#e s�rvi�e cann��lio�s, f�e Contractor shall b� r�quir�c3 �� re- -------- � � — -----.., — l�l�vi�� ar�� ��p ovi�ie �_gt��[#.lao� of ��e �ine_a# no.at�clili�na! co�t to #I��_ �I#y. 1f a��o# t�p� c��not be pfovi��� �f s�ch q�ialik}r t�at ca� #�ie re�r��wed I�� the �r�gin�er. rto {��ym�i�E for ieM�uising this port�on �hall I�� rnad�_ Als�, no p��r��rrt s#�r�11 be rr��[!� f�r p�rti�ns of IGne� nat televis�c� �r port�a�s �ru��re m�nl�o�es �anr+�t �� ��g������d w�kh t�� televi�i��t catl�er�. D PA1'Ni�NT OF ���T-��fV�TRkJ�TlOh1 7�L�11M�1�fV IfV����iM��} OF �AfVI�`P�F�1� �E1NER�; The co�l ior po�t�const�uc�Eo� T�levFs��n Ins}���ki�n of s�i�il��y se�ue�s s��C] b� per 1in�ar foo# o� sew�r t�levised Tf�e ��nlfactor s�7all provide li�� �i�gie�ee� wit[� tapes af � qu�l��� lf�al lhe p��t�c,��Ear p��ce of sewer ��n C�e r�a�ily �v��u2�k�d �s �o sew�� cor�cii#ro�s ��7d f�r �r�viding 2�ppr�pri�te rt��ans for r�vi�w �f l�e la���s k�� the E�gine�r. r�r�ru� S�-�� �� ���� �- ������� �c��v��r��rv� TeCevision inspection sh�ll include i�ec�s�ai� cicar��i�g �h�olrau�ic j�E c�r rr��ch�rtic�i �I�ane�} to pravid� video Im�g� ��t}uired for line �n�fysi�. The quant�ty af 1V ir�sp�cl��� shaf! i�e R7��asur�� as the tv�al kertgthr of n�v� pip� ir��l�lled_ A�I c��l� �sso�iakc��� w�#h th�� work �h�l! l�� Fn�lut#eti in ihe apprc�pr�a�e ba� ite�i� • Post•��onstr�ction T�ievisian Insp�c#ion. The it�m shall alsc► w�rcl��� aEl costs of ins#all�ng aG�d maft�tatni�g ar�y bypass ,p�,rrkpMng r�����r�d to p��rv�d� r�li�b�e. regt�lar sewer servGce �o the a�e,� re�it�ents. �111 b}�pass p�rnpin� sl7�ll be 3ncid��tlal Io ll�e pr�j��l, p-G6 �AIUIPL�� Ah�D Q1JA1�17Y ��h1�'�0�. 7��'C13V� �, �h� �ar��r�ct�� sha1G ��Nrni�h, �k II� ow� experrse, c��IEfi��#rans by a�rfvake Ea�bor�t�r�+ f�r �II �xraterial� pr�p���d i� �e used an �F�e �r�j�cE, Inclucfing a�ix d�si�n tor ar�y �sphalki� �r�dlar P�rrlland c��n�nt c�r�cr�t� to h� �s�d, and g�ad�ti�t� at�alysi� ��f ��nd and cfushed stone !� �� 4�sed afo�g wiEh kl�e name af tf�e �f# frorn wl�ic[� �h� m�lefial vt+as taken_ The c�rikract�r sha31 �ro�id� �r�anufa��ur�r's ��r#if���lions Eor �Il rri�nuf��tur�c� ikems kc� b� �s�d in �he pr����# and wil3 bear ��� exp�nse ��lated theret�. �. �r��t� o� i��,� �e���n cor,cr�t� m��c s�,��E �� ma�� �y t�,e ��r,�r��i��T's kaboratory at lea�t rrir�e da�s prior to lhe placing of �orrcrete using the �a�n� a�gee�at�, c�menl, and mar�k�r whic�r ae� [cr b� us�d iat�r ir� ##�� ��nc�`ete_ Th� �ontractor shall pro�+Ed� � c�rti����1 c�py o� t�� kest t�su[!� �o k�e �l#�r. C, {��ali#y cor�tra! te��tin� of fn-piace rnaterial on this proje�t will �e p�rforrxfied b�r tl�c� ciky at €ts �wn �xp�r��o. An}� r�l�s�in� r�quir�d �s a res�lt of failur� o� th� rn�i�{�i�l to m�et pr���ct sp���ii�a�i�n� wil� b� at #I�� expense aF l�� c:nntr�ctor �r�d wiq �e bik��c� �t carn�r��r�ial ��a#�� �s c�ei�em�ne� b� ta�� Ckty, Tne failur� af kh� �iky t� make �ny t�sl�s of mater�als sha�l i�� n� +�ray reli��+� the cor�#r�ctor of its r���arisF��lifi� to fumf�h� �naterials �nd or�u�pm�nt c:onforming to if�o r�q�irern��t� c�f t�� c�n#���ct. D. �lot kess th�n �4 h�urs r�otice skwak� be pravid�d to the �ity by th� �o��trac#�� #or ��era#�ons requiri�g t�stir�g_ Th� ��r�tr�cknr s�7�ll provid� a���ss an�i kr�nch sa�ety s�st�m �if r�+�uirerl) fo� lh� sik� t� b� t�st�t�, and ar�� uu��rk ei��,rt invoi►�ed i� ���r��d �� �� in�lu�fed in tkie ur��i pric� fot t�e �tem being t�sted_ C. 'I'f,� �onla��ckar sh�il }�rovide ���py of ihe lri� tick�t �ar �a�t� kaad �f i�ill mat�r�al c��lfv���d to #he jn� site, Th� ti�3cet �Fa�ll sp��if� i�� rtarr��a �f tli� pit sup��lying t�'�� f II rn�t��'G�I. E�-67 TE�POF�4RY ER�SI�N, SEDINI��lT, A�fCf W�lT�ft ROLLiJTl01� �O�l7F��� A. DF��RGP`fMON: This ftem sh�ll consisl �f tern�ora�'p so�� erosion ��d��ner�# and v�r�te� polltit�orr coniral n���sures d�ei�r�d n���s��ry t�y #k�c �r7gins�r �r�� i�� d�rra#inn �f #he �c�rrtrack. T���se cc�nirol rne�s�ires s�all at no time be �sed as � substi���te far khe perm�n�nt cor�l�ro1 meas�res ue���ss o#herwise dir��tcti t�y ik�� E,nc��n�c�r �nc� #i��� shall no� �r�cl���ie m��s��res tak�� by k#�� �C�fVYl�A�TDF� to ccr��roG co�rditions �reatecl i�y F�is �ar�str�cti�r� aperatiok��s, 71�e #e���rary m�asur�s sl�aif inc:luc�� dMic��, d�ms, berm�, sectirr��nt M�asir�s, fiber mais, j�rt� ne�kir��, l�mpoTary seerlia�t�, s�r�w mulc�, asp�r��C muEch, pl��t3� lir�eis, rubbl� lir���s. [��I�d-�a� r�t�rd�, �ik�s, slop� d���ns ar�d otk��� �levi��s, f�_ �C��l��`RUC,TI�� R��U[RENa�[VT�' Th� �n+�ine�r ha� �h� auth�raty to dc�F�rt� ef�,,lRble eart�i and i�,�5 ��li�Orlly �o �irnit tr�� surf���.� arca of ��•�dibl�-��rkh rnale.;ri�l ex�os�d �y pr�parir�g eFghf�of-way, clea�ing ar�cf grubl�ing, th� s�rface area of erodi�a�4aartY� m��e�ri�1 expas�� b� ����r�2 �� -�2 ��,�� ��= s������. �o����Mon�� �xcavaiion, borrow and �o dir�cC the ���7RA�TOF2 l� pro�+ide fernpar�ry poliul�or��co�teol me�sures to pr�v��t c�r�ta�in�#ior� of �dja��n# �#r���r�s, ather wa#e� co�rses, lakes. ponds �r ot�er a��as a� water in�po�indrr��r��. �uch wo�-kc rnay inv�lve th� �or��tr�ac#�ion of t�rnpc�raTy berms, dk�Ces, dants, sedi�xr�n# b�san�, �I�pe dr�w�3� ��d �se af t�mporary r�ul�h�s, rr��ts, �e2dlrsg, or o#I�er co�rErol devl��s �r me113ods dire�ted by th� �€�git�eer �s r��Ces�2�ly t� co�11���1 s�i! orosion_ Tern�rar�fi� pallution-contfa� m�2�s�res �h�ll �� us�d to pr��+�n# or �orr��t �r�sion t�r�� �n�y dev�l�p ciurin� c�n�iruc�ior� pri�r ta inst�llati��� o� �ermanent pollu�io� �ohirol �eatur�s, b�t are nat �ssa��a#�d �aiih p�rm�ne��� car�lfol faakures or7 �h� pro��c�, �'he �ngin��r u+ili lii�nit #�e area of }�r�p�r�n� right-af-w��. cl��ring �nt� grubbin�, �x�avatior� an� borrow �o b� �roporki�n�! to #he ��NTR11�T'�F2'� �apabil�#y anc! progres� �r� Icee��ng the �nish gr�dRr��� n�u�ching, s�ed�n�, and ��h�r such �ermanent �oile�kion�c:or�tral rr��asur�s c�r�e�7� rr� a�cordar�c� wii� th� accepie� s�l���lu1�, �hould se�sonak c�nd�tton� make ��ch Mimata�ion� u�real�skic. tem�oraf}� svil-�rpsion�•�or�teol r�reasure� �f7all b� per#�rr��t� as di���#�d b� Ihe E��ine�r, 1. 1+1laste or d�spos�l ��eas an�k cor�stru�tion roac�s s#�a�l i�e located �nd c�nstruct�d En a mae���t tha# wi�l rrr�r�i�-r�i�� #�� �mat�nt of seckirr�k�nt en#e�ing ����ar�s_ �, 11Vh�n work ar�as �r r�a#arial saurces 2�re l�c�#�d ir� �r a�ljacer�t to I�ve s#r��ms, s�ch �r��� �hakl be separaiecs fr�m th� stream by a di�e or ��h�r barrier tc� keep s�ciim��t [ram �ntoring a fCowir�g str�am. ��r� sh�El b� l�ken d�rie�g the C0�5S�fLfCt10T1 and remov�� o# st�ch b�rric�rs to rnin�mi�� #�o mudc4y�ng �f a stre�m, �. AIN waterwa}�� sh�l� be cleareca �� so�r� �s #����tG��ble �f �al�e work, plli��, c�ebris or oth�� �bstr���t��ns placed durie�g �or+�truc#ion aperat�ons� th�t ar� �o# a parl �f #1�� �n�sl�cd w�rk_ 4, Th� ���tFa�tor sh�El t�k� su�fi�i��# pr��a�t�or�s to pre►��r�t �ollutia� o� strea�r'rs, la�Ces a��d Fes�rv�ar� wik1� f��ls, oi�s, bilur�er�s, caG�i�m cE��arid� or o#ric�� kt�r�r�fu! m�t�ri�ls_ N� shal� c�n�uct an�1 ��h�du�� his op�rati�r�s �o �� to �void or mEnire�i�e sil�atian of str�ams, aak�s �nd res�rv�ifs and io �void knter#er�nce wi�h r�o�r��ri�nt of rnigratory fish. �. N���i�K.1REh�1�h3T �NC? PA1��V1�NT: A�II wor�C, m�k�ri�as an�i e�urprner�# ne�e�s��y to qra+r�d� ter�porary �r45for� cor�lrna sh�jl be c�nsid$red ��b�idi�r� l� #h� �or�tract and e�� extra p�y will t�e g�v�n for t}��s wafk, D-6$ IN�RES� A�iD E�F����lOB�TRU�"�ID�1 OF A��E�S T� DFtIV�� �he �ontractor shaRl �ro�ric�� ingr�ss and e�r�ss ta tl�e pr��ert�+ be�r�g cros�ed by t�Es car�structior� and ad�2�cer�i ��op�rty when cons�r�i�tion is no� in ���gr�ss and at r�igh#. �]erv�s sl�all be leit acce�s�ble at r�ig�t, on w�e�c�nds, and c�uring 1�olkdays_ The �ontrackor shall cor��luc# his �c�ivi#i�s ta �ninimRx� ObSir�ctl0r� of a�c�ss to �Jrives ar�d ��op�r�� dtir�ng l}�e �rogress of carrsteu�tion, N�lific��io� sh�ll 1�e made to �r� awn�r p�ior to �ris dri��way bei�r� remov�d �r+dlor reb�ilk, D-6� P#��T��TtON �F TF����, PLANT� ANCi ��1L AC! pe�}�erky alc�ng a�td ad��ce�rt t� tti� �or�tr�ck�rs' op�ral���s w�cl4adir�g �awn�, yards. s�rr�i�s, �r��5. �ic_, shall be pres�raes� or restored a�ter corrtplet�on of th� work, t� a��n[��#��n �qual to or b�tter than exisle�l �rior t� star� a� w�rlc. A�y tr�es �r �th�r larr�sca�e features scarred �r �k�m�g�d �y the �onEr�clor's o{�erations �h�kl be �es�c�r��i o� replaced s� �l�e �or�iractar's exp�r�s�_ Trimming or pr�ning #o #acilika�� l�� work vwill bc �ermitte� nnfy by �xp�rienc�d wark�rrten itti arti ��pr�v�d r�ann�r {f�o If�rnrrxin� or pr�ning wl��au� �}����,��z S�;-�13 �1�1�� � - �'����J�l� �i��i������� � t�e pr�p�rly awi�r�rs' c�r��en�}, f�rur���l �imbs of 1" d�arrF�ter ar larg�r sh�ll k�� thorc�ugF�ay treatad as so�n as �oss�bl� wi�h a xr��: wcsEind ci��ssi�s� D-7'� �17� F���TOR�ITlON Th� c;��i#r��tar shail �� r���onsibfe for i�t�storing t��� sif� t+� �rigGn�] c�r�de ��3�i cc�s�cl�licrn a�ter ��mpleiion of his nperarions ���bjeck ta a��rroval of the Eng�n��r, T�e b�s�s for a�proval kay tk�r� �r��Fr7ee�� v�i�l �e c�fad� r�skoratron #� pl�s r�inus orte-t�r�i��r (0,1� of a foat_ [1,71 �17�f OF �b1�7 1N�RTH �T�4NDARD PR�DU�7' LI�t I�rop��ed pr�ducks �uC�rni�ted ii� Ch� k�id d�c�,i�n�r�ts �ust ap�ear ir� th� I�k�st "��ty of �ort W�rth �tar�dard F'ro�lu�t List, �o� t�e biti to be c�r��ideee� r�s�oa��E�+�_ Prt�c�u�#s ar�d }�ro��sses lis��d in the "�ily af Foel INorfh �tandard P���luc� Lks�, sh�ll be consR�iar�d �� rn��fi �i#y of ��rk Wc�rEh rnini��ne�r7� l�cf7n�cal r�q4�fr�rr��t�ks, D-7� SYA7� ��1f�L1f�N� �Uh1D {�RF} f��f�UIREMEh�T� Tl�is proje�l, �r� �d�fi���� to s�a�tid�r€� ��k� �f F�rk �JVorkh requir�m�r�t�, m�y involv� cert�a�r �late r�c��ir�rr��n#s, �h�s� r�t��irern��rts. �f a�>pli�able, �r� pr�viti��l ir7 kl�e following docurr�er�ts �rtd �hc���ld fF�oro�ghly b� r��+iew�r! �nd ���npa�led by thx� conke�ckor. Ti�ey ir�clurle: 1, A#,#h�.7ime �f �on#r��#..Cloc�rrt���t �x��:�atlon • ED-1Q3-�vr��ractors �1�t ���ssuf�nce � �Q-'iO4-Re��lu�ibR� Wark r�c}uir�d to corrforrrr ta kf�es� F'�c}uir�rt�e�tts sf7�IG fp� co�rsid�r�d �ubs�r�aary ar�d n� extt'� p�ym�et�l wi�l I�� made. �`he �R� requir��x�e�ts ar� incl�ded I� Ap��rttli� A, D-73 TOP���I�, ����lN�, ����1N� 8 HYGE�G�C�1kJL�Ff1NG 'Fhis it�m shafl b� p�rtormed in �cccsrd�r�ce wi#1� #h� �ii� �f F�rt Wor�h Parks �nrl �[�rrMm�r�ity ��rvi�es D�par�rr��nt �p�cif�c�#�or�� �ar Topsoil, ��dd�r�� �r�d ��edan�. � . T��'� O1 L [����RIPTI�N: �'I�is �tern will ��rr�ist a� F�r�ris��t�g �r��l pl��ing 2� minFmum of six ��j �nc#�as o� top�p�l, fr�e frc�m rock �n� foreig� m�t�rr�k, in �II p�rkwa�rs and rn�di�ns to kh� Iln�s and g��des �� �stabli�kx�r� b�r !r« Enc�in��r_ ��NSTR4J�T�0� N1�F�C}��: 7'opso�l vui31 b� s�cur��l from f��rr�w sourc�s as rc��ire�i to sup�l�m�nl rna#�rial �e�ure�l fro�r� str�eE ��rr.��ra#iort, �111 exc�vat��t �ri�t�rials fra� s#reets v�+#�wch Rs suktai�l� for t�psail tinrilf b� �ise�1 i�� if��� par�w��� 2�r�� m�[��ans bef�r� �r�y tp�as�i� is oht�in�d #fir�m a borr'ow sa�irce_ 1'opsoil ma�erial s�c�ro�1 fr���n �tr��k excava#�on sf��fl be s�ocf<���ec! ai Ip�a#iorrs �p�rn�red b}r th� �n�rr�ee�, �rtd �t co�rr�le#ia�� of gr�ti�n� ��ci �a�+ing op����i�r��, xo�s�il sh2�ll !�s pl��ed �nn p��kway a��as �o �� t� �r�u��� � rr�ir�i�r�urn six {f} �nches af c:orrr�act�d tl��#�x af ���soif p�rlcw�y�, o��aro� SC��4� �f#�� LJ - ����F!`"1L �r�IVl�I 1 �Lll�l� �. .����� �� DE��RI€�TIO�i- �o�ldR�g wili �or75is# of i�,rn�sl�in� a�� �lan#ar�c� ��rr��tda, B�ffalo or �#. A�t���stin� gr�ss �n th� ar�as ��#w��r� t�� curbs antJ walks, o� ter�aces, in m��E2�� strips, on �rnb��ti�m�nts or cu� slopes, �r ��r su�#� 2�r��s a� �l�signat�d ��� th� Drawing� �r��4 ln accarda�rc� with the requirem�nts oi tk�i� Sp��if c�ti��r �ecomm�nd�d �uffa�o gr�ss v�ri��ies fo� soddir�g a�e Prair�e a�d 6�9 AA�1T�R1�1L�: So� sh�l� c�nsi�t c�f kiv� �nd growing Se�m�id�, �vf�ala or �t Augus#�n� grass ��cured froni sour��s +�here the soil is fiertike. ��d �a b� placed d�ir�ng kl�c3 �iori�ar�t �ta�e of thes� �rasses s�ali kr� �liv� ��rc# ��cep#�bl�. ��rrnuda s�r� B�f��lo grass sa�l �Y��II h2�v� � he��#hy, viril� r��# s�s��m of dense, t�Eck�y matted roots #hr��gh���l a lwo ��� inch mie�irnum t[��ckn�ss of r�ati+re so�l a#tach�tl to #h� r��t�_ ��, �1u�u�li��e gr��� s�d sl�a�l have a he�lkfly, viril� r��t s�+stem �f t�ens�, tt�€ck�l� rnatted fia�is t�r�u�Y�oul a ar�e �� ) ir�ch r��i�imum f�ickness of na#�v� sall a#tach�d ko xh� �o�t�, Th� sod sh�l� be #ree from ��noxio�s ���ds or oth�r ��ass�s �r�[� �hall �o# cantawrt �n� rr3att�r d�koter��us #o its g�owih or which mkght afF�c� ik� s�bs�sk�nc� ar h�rc��n�s� �r,+��� trans�lanketk, �od to be pf�ced b�twe�r� curb an� walk and �an terr�c�� sh�l1 #�� �he sam� t}rp� gras� as �t�j��er�t grass �E ex��tirtg iav�e�, �are s�ra�l be t�k�� at �IE #arn�s #o r�ta�n n�#iv� soil on th� roots of th� so� dufing t#�e pr���5s of ��cc2�v�ting, hauli�g, ar�d �lar��ir�g. �od rriat'�ri�l shall ba ke�t rnt�i�t from th� tin�e i't is �I�g �r�ti! �i�n#ed, 1N�i�r� so dire���d by the En�irke�T, the s�d ex�s�i�g at #Y�e so�rc� sh�ll be wat�r�d io t�e �xtent re�urred priof t� ex�av�tir�g. �od materi�l �h�l� b� planted within thr�� ��y� �fter it i� excavat�d. ��I��TF�U�Tl�h� �VI�THOD�; After th� d�si�n�#ed ar�as h�ve be�n �omplete� to tf�e f�nes, grades, 2�nd ��oss-s��tior�s shown oe� the Dravu�n�s 2�r�d as pravRded for Ih o�h�r �tem� af t�e car�tr�ct� ��dding of th� ty�e sp��ifi�d shalf be ���forrr�ed in �cc��c�ar�c� witt� th� ��t�uir�mer�ts h�rei��fter descrit���. �o�dir�g s�raal be eit�er `"s��t" or "�kock'; �fkl��� $�r�-nuda, Bu�falo ar �t, �1ug�atine gr��s, �, Spo# S�ddir�g �urrc�ws p�rall�i �a �he curb line or s�d�waMk lin��, tw�lve (��� i��h�� on �e�#�rs o� to �he dirn��stor�s shown �n th� �7r�wi��s. sliall be o�en��1 on areas ta b� s�d��d_ €n all furrow�, s�d approxirnat�i�r thre� (�� inc#�e� s�uar� shall be paa��d �r� #welve (��} �n�h cont�rs at prope� dep#E� sa lhai #he tap of #h� sod s#�2�41 not b� rr��re t}�an or��s�aGf �1 ��} rn�Y� �eGow k�e fir�ished grad��. �-lo�es c�f equiv��en� c�e�th and sqacin� rna� b� �se� i�stead of furraurs, Tt�� s�il sY�all be firm arc��nd �a�h blac4t and th�� lh� �r�tire so�d�d area �hall b� ��refull� raCaed w�t�'� ����.v�r, I�ar�d eall�r ���+��opir�g fif#ee� �1 �� t� tw�r�ty-fi�� {��j pa�e�d� per squa�� inch �omp�ess�o�. Fl�n�k tam}�fr�g rn�y be required on terrace�. b_ Bl���[ ��plrtii�g, ls,k loc�tior�s �� the �r�worrgs or w��r� cVire�#�d, s�d blocks shalk be �;���full� p1a�e� on il�e pr�par�d 2�reas. 'T1�� s�d shall he �a }�12�ced khat �he er�#ire d�sig�ra#ed area shall be ct�vc�red, and any �+oids i�fk �t� lhe b1o�1t soddiR3g �l��ll �� fiiled w�tfn �d�iikional soc! �nd tam�ec� T�e en#ire ��[�d�d af�a shall �e fall��l �nd �arr�ped to forr� � tharou��l�+ ca�np��t o�xfu+o� 5��45 P���` D - ����l�L ���I�ITI�I�� s�lid m�s�_ �urf�c�s r�f k���ck sor1, vuhic:rti, iri l�G� o�ir�ior� of fhe �n�irt��r. m��+ sEide cfu� lo the hsi��rl ar slo�e of Ih� s�r�a�e or n�ture of th� sail, s�all.. u�an dire�tion of �he rn�an��r, b� ��+�y�� wl��+ w�a�en ��;g� drfven �fnrot�gl� th� sad bE�c1s ta Ei�� finr� �arkt�, sufft�ienlly clase to holrJ kh� L�Eock sad firirly i�� plac�. VUh�n rt������ry, t�h�: sadded �re�� sh�l� I�� smooi�ti�d �fik�r p��r�tin� h�s t���n ct�rrr��l�ted ar�d shap�� i� confor�ri lo #h� cross�sec��on pr�vious�y provi��d and exis�fng at El�e lime s�ddi�<� ��er�tiarr� w�re b��ur�. Any �x��s� dF�l f�orr� p�a�r�ir�� oper�tlo�� sE�a�l h� spr��d ��r�iforrr��y nv�r #I�� adj�c�nt arc�� or riisp�s�d pf as d����k�d C�� kh� �n�in��r s� th�i #h� cornp��ted ��rFace vtrill pfe�en� a�ighily ap�earanc�. Th� s�dded a�e�s sha11 b� ihora�ghky wat�red imrne�iiatel}� att�r t�ey are �l�r�ted arrr� sh�11 be �;�b��c{U�:�II� wat�r�d �t such lim�s arrd ir� � rrMar�n�r �r��l c��F�ntity d���cl�ci by ih� �,ngifl��r unti� com�SJ�tior� and f�nal ac�ep��nce �f tl�� proj�ct �y th� �ily �f Fc�� 1N�rth, 3. S�EDfPJ� ����I�fi'Tl��f; "���dinc��� v�iCl �c�r�sist o� �re�uarir�� �raund, pravidir�� and p�antir�g s���i or a mixture of s��d of tl�e kir�d specFfied along �nd across s��ch ar��s as m�}r b� �i��ignate� an �h� br�v�ings and in �cc�r�{�nce wilh th�se �peckfiic��iorr�. MI�TERI�ILS: a�err�r�l, All s��d u���i rr���st carry a T��cas Tes#irig �e�d ����a �howirt� p�rity �n�i gerrrtiik7afion, r�ame, tppe a� s�ed, ar�d k1�aC �he s�ed meets all r�quir�rnent� of lf�� ��xa� �e�cf Law, ���d iurnished sh�ll b� �f th� pr�vro�s season's c�op �nd it�e da�e af analy��s sl�aw�� o� ��cEi ta� �I��fl t�� wi�l�En nin� {9� �r�on�l�s of lirr�� �f d�li►��ry t� tl�� �r�jc�c�. ��,ch vari�ty o� �eed �h�ll �e f�rmtshe[I and deli�+ered in sep�ra�� t�ags or co�t�i�ers A s�n7�fe of each ��riek� of s��d sF��41 l� furnisfi�d fo� anal�rWis and tesiing when �ire�#ed h}r the �n�in���_ TI3e spsckfied s�ed sl�all ��ual of exc�ed th� fallowing �erc�n�age� af Purwt� ant� g�rtr�in�1 i�rx` �om�rron A�am� �ornrnon B�rr�vda �r�ss Anr�+��! �y� �r�ss Tall Fe��4�� UV�sre�� Wheatgr�Ss B�affalo �r�s� Vafi�ti�s Top �ur� �ody f�ur�ly. 95°l� 9� °I� 9'S°lo 9�°l� ��] °Io �5 °lo �ei�n ie�ati�r�i �0 °la �� °la �Q °�� �0 °lo 90 °Io �0 �h� a�+r��a� 5��� wl��fi �- ������1� ��}�i�N���r�:� r�n�� ��o_�.����. UR�A�f �IREA WAR�lI-��AS��1 �E�DIIV� RAT� {Ihs.}� Pur� Live �eed �f�L�} h+�ixlur� f�r �lay ar Ti�l�rt Soil��u9ix#ur� fo.r - - � ��n����tl� Dates (�ast��n..�ecti�ns� {1N�sf�rr� �acti�r�s) (l�ll �ectGoirt�) Feb 1 Berrnudagrass �0 Buffai�grass $� Bern�u���grass �0 #o Buf#�lograss 60 Qe�mud�gr�ss �0 ��iffa�ograss 40 May � �otal; ��0 ��kal; 9{�0 T�12��; 10Q 7abl�, '���.�.��jb T�MPORA�1f ����.-��A►��IV �E�D�hi� RAT�; �Ib.� Pure �ive �ee� �PL�� D�tes Aug � � ta M�y � I�I{ I S���i�r1�} 7akl ��scu� �0 UV���een'�l�f�eat�ra5s 5� �nrrual R�re �� �otal� "E00 �OhI��RU�TI�N �+1�Ti��D�: Aft�r th� d��igr�ated are2�� ha�v� ��en carr��l�t�d #� #he I�a�e�, g��d�s, and �r�ss-sect�ons s�7owr� an tE�e Dr�wings ar�d as {�ro�+ide�l far in other Ft�m� o� tl�is �o�rtra�t. ��e�dlr�� of the �yp� �p�cified sh�ll be perforrn�c� J� �c�ordan�o with �Y�� requir�rrtents hereinafker described, a_ �+1laterirtg, ���de�1 ar�as sha11 i�� watered as dRre�ted by #k�e Engine�r so a� t� prev�r�# w�si�wng �f ta�e sl���s or �i�slodgment of #I�� ��ed, b. Fi�isF�ir�c�, �V�e�e a�plica�le, tl�� �ha�riders, slopes, �nd di#ch�� �h�ll be s�ootk�ed afke� s��d b�tl �re�aratior� Fr�s b�en corfr�le��xd and s�r�ped tt� �or+f�r�n t� th�e cra5���e�tion �revio��ly provided ar��i exEstlr�g �t th� #im� pl�n#ing �p��ations w��� k�egun. B�DA��A�T SE�DIN�; i�� s��d �r s�ed mfxiur� in t�� qua�k�ky speci�i�d sh�ll b� �nkforml� distriiaut�d aver ih�� �r�as sh�wr� on #h� Dr�urin�s end wY�ere d�rected. If #fi�� s�wi�� of ���d Is �y �rand, ra#her t�an b� rri��[�anic�l meth�ds, #hc� s�ed sha41 b� s�wn irr #w� dire�ti�ns aE ri�hi ar�gE�s to eac� o�h�r ��ec3 a�d f�rkiaiz�r shalk be dis�r�buted at t€�e s�rne tirn� pra►��d�d k1�e s�eckfi�d uni��rm �ate of �}�p�r�atio� far bqkh is obt�i��d. "�Er��shin�" �s specified wn �eclion �}� 4(�. �onstruc�ion AA�th�ds, i� r�oi appli�abl� sii�ce n� see[i la�d pre����ti�r� i� r��uire�i, �I���D ����}�NC�; S��I aver �h� ���� si�owr� �t� th� I�r�wings as dir�c#�d #� be se�d�d s�t�ll �e l�o��r�ed to a�7irn�num d�p#h of thr�e (3} �r��hes and �II ��rkF�l�� in lh� s��d b�tl sh�ll be red�c�d t� ��ss th2�� on� (1} fn�h iRY di�me��r or they s��ll b� f�moved. 'fhe ar�a shall then b� frnFshed �b lin� �nd �rad� �s s��cified ur�[#er "Fir,is�ing.' Ir� �e�#ior� D��G. �or�stru�tian A+1��17ods, �h� s��r�, or se�d rr�ixlur�, specifie{� sF��ll khan be pl2�n#�d a� tl�e r2�t� requir�� �nd lhe �ppC��a�ion sh�11 b� �a�ade �ni#orm�y. Ef kh� �owing of se�d is b� �and ra�her I�ran b�r rnechan��2�1 m�t�o�s, �eed s�all b� r�keci or �arf�wed i�to tl�e ���I to a dep#h of a�proxirnat�5� one-��c�h# {��8} inch. T�r� pja�rkerl are� sha11 be r�l�e�c� wrtk� a��r��g�ked roM��r of lhe ���u�i�packer'" lY��. AIM ro�ling of th� sE�p� ar��s �hall �� pn the �or�€ou� ��u+l•7�4� ���•47 P�F�7 � � ����I�� ��I�C�I`�'��h1� - � ��PI���4L1` MU1_.CI�I S��DIN� Th� �oil c��rer tFr� ar�� sFtovwn on t#te Drauv�ngs, or �s dir�cteri to be s�e��d, �f���l b� Eoos�r�ed #o PhcF mfnim�,m de��J� of Rhr�e �3� inch�� anci all p�rk�cf�� in the ���d b��f s��lr be r��l�c�d #� ��5� t�an on� (1) �rich Jr� dfan�r�ker, or ll�ey sF�aN be removed Th� �rea �ha11 [I��r� bc finish�� Co lir�� ar�d grad� as sF��cif��c� under "�inisFring�� ir� ��cC�on q- �6, ��r�stru��ion b.+f�#�od�. V1�at�r shall ih�rr i�� appli�d I� the ��Otiv�tet� ar�a �f rhe� seed bed ��n#il � mir�im�irr� d�pth o� si�c {�} i�r�h�s is #F�oro�gh�i�r rrr���#en�d, Afi�ar i�t� w�t�ring, wl�en �he gro�nd h�s b�coi3�� �u�ci�r�fly dry #o b� I�os� ar�d pJi�bl�, 1�� s���1, o� s�ed mixtue� s�e�ifi��J, sh�il t�r�rY be pl�rr��d al tJ�� raie r�qu�r��l a�d khe 2�p�Ficai��n �half k�� mac�� u�3ifvrmly_ IP #h�; sowin� of s��� fs bJ+ F7and. r�#her t�t�n rrt��h�r�ical rrrelf�ods, th� �e�r� shall b� sowoti Ji� #+r�� dir��tior�s �t right ���gl�s lo ���h oth�r. ���d ar�d f�rt�li�er i7��y be dis�r��u���l aE ����� s�rr�� tirn�. Arovid�d th� spc��ified unrf�rr� r�le of ��pfi�atit,n for boll� i� �bt��ned, 1�ft�� planti�rg, l�e ���d sh��l be ral���i or harrqwoc# into f17� soil fa � d��#h of ��prax�ma#el� ot���quaft�r {114) in��. 7'he �12�nt�� ��rf�c� ae�� ant� ��vin� � srno�l� s«rfac� wikJ��ut r�ks or k�2�cks, ir� b�#w��ri th�o #�rn� comp�cfirtg is c�rnpl�t�t� an� �k�e ��phalC is �p�ali�d, �h� pa��rt�d are� sh�N b� watere� s�t#�ciently t� a�s�r� �r��f�rrrt Rr�oistur� frvn� the �urfac� to a mir�Mmurn �i six ��} f���M�s rn d��ll�. The �p�,ti���io� v# �sp��l� sh�ll f�Jtow t�� la�t w����i�g as rapi�J�y �s �ossible, As�ah�lt st��ll b� �f �I�e t��e �ntf gr�d� as sh�wn or� th� br�win�s ar��f �hall r.arrf�rm to t�� requir�rner�ks �of #�e itoGx� 3t7�, ��A��i�alts, Oils �n�i �triva�ior�s", If th� iyp� of aspt�alt to be �s�d is r�at ��rown t�r� th� Dr�wings, �r �f Dr�wing� �r� ���# ir�ciud�d, #h�r� fU��-� �R�afl }�� u�ed. Applr�ati�n� of tf7� �s�#��It shal� b� �t � rate of tF�r��-tenths (0.�} g�ikons p�� �q�iare ya��. �t sh�l� b� a�p�ie�f fa the �r�� rn �uch � rrM�nn�r �o l�r�t ��ornplet�; fi�r� i� n�sl�i���c] �rrd the Fu�i�h�d sur�ac� shaN b� �oir�parativ�ly sr�oo�h I�E����i�llV� Q� J��EA� f�EJ�,fVTC� V1JIT� ��Ol. ��A��p�� �PE��E�� l�r�as wk�ere tempor�ry ��of se��on sp��ies ha�re be�r� ���rrt�d �rray b� fepfanled ��ginr�in� F��ruary rt witP� wa�rrn season �p�ci�s �s �is�etl an Tat�le 1�C�,�(�}a. Th� r�-s�erJRn� w��f be �chi�ved in tt�e �olJowing ma�tia��r, �`h� cvpl seasorM sp�cies �h�ll t�� rnou+�c� do+,+�r� to � I�eFght of �n� {'f } �n�h t� ins�re th�t sli#ys�ecfin� �quipmen# w��l t,� ��lo �� c�# through th� ��irf 2�nd ��iev� ,�d�qua�e soil �er��tratron, ��Jit-�e��ir�g, IS �Gh1�V�ti th�QiJC�� �}l� 4J�� Of �13 lr�l�jEr71�f1t 4N��1��1 GLI�� � fUl'r01�+ (�II�} i�l {R�� SOII at��l plac�s th� seed in k�a� sli# �vwtiir.l� Js tl��r� pr�sse� �los� wi#�r a cuJti�acf�er uvk��eE_ 4_ I-�1`�F�D�lJL�Fi ���Dlhi�; If f�y�lram�l�h s��tii�rg i� p�ovidec�, se�t� mix sFrall have ��ar�, pufity of B�rr�au�ia �r�ss ant� hav� a�ea•rn�r�atiorr ��te o� 9�°l0. �orrt�`��tor ��r�fl �ns�irs khat ENi� �r�ss �st�#aF�sh�s, �, ��h��TRU��'IO�i WJTHI� I�A�RI{ ,���p,� TU�� RE�7�F��'�'��N �� Pl���C �ll��A�: J�E�TI�I��f� DE��R�PI'IU�� ��JLLe�t�ii,��r" vw�ll c�r�sist of �rovi�ling �r�d �i��trib�rt�n� ��rti�r��r over �ucF� arc�s �� ar� �1�s��rrat�c# �n thc Qravt+in�s artid in ac�ordar��e wiPh th�se �pecifi��ttor�s_ �,�i�74lU2 ��-�� ���r �� ������� ���,�����rv� � iV��7'Cf�IAL�� �0.11 fer�ili�efi used s��all l�e delivered �n ��g� or ca�r�ai�e�s c�e�r1� I���i�d show�ng tl�e analys��, �I�� f�rlili�er i� subj��t �� l�s#��� hy #�� �i#y of �art UVorth in accordan�e w��17 lhe Tex�s ��r#iliz�r �au+. � pe�l�ted ar c��a�ulale�i f�rtr�i�er shalE be trs��1 wilh �s7 �r��l�sis of 1�4 �0-U or �fi���F3 or �a�irrg �Y�e analys�s �F�awn �n the Dr2�uv�r��s. i'h� f��Ures in x1�e ar�alysis r�presen� ih� �er�er�k �f ��itro��n, pl��sp�ro��c �c�t�, �r�d potasl� e��i�rie�#s res�ae�tav�l�+ �� deterrnin�r� by lhe m�tho�� �f the �lssocFa#ion af Uffi�ial f�gricuaE�ral �I��rni�ks lrr �l�e �ve��� JE i5 r��c�s��ry lo su�sttiul� a�erliii��r of � differ�r�t ���lysis, kt sl��Il be � p��l�t�d �r granu�at�d ferkilizer v�rith � fower conc�n#ra#ion, �f'ot2�M a�n�un� o# nutrients furnished and a�plied per �c�s s#t�ll er�u�i or exc��d El�at �peciii�d f�r ��ch nu#rien�. ���ST�U��I��1 METWOD�; When arr item fa� �ertrlizer is included in the Dr�wangs ar�d proposal, p�lleted or �r�nuf�k�tl f�riil���r shal� be appli�d ur�iform�y� ov�r th� a��a �pecafied tn b� fertkai��d an[� ir� klti� m�nn�r dir�ct�c� for the �artic�.ilar item of work_ F��tiliz�r s1�2��1 b� dry anrl in good �F�ysica�l ���dltk0�, F�rtlli�er #k��,� �s pov�r�ered lo cakec� �rk11 be re�ec�ed, D�stfibulior� of f�rl��i�er as a partic�lar item of w�rk sl�all rneet the approv�J �rf tl�e �r��ir����. Unle�s �Eh�rwis� ir�d��at�d on xh� Drawings, fertilizef st�ail b� a�plied ur��formMy al ii�e a�+��ag� rat� af ihree hundr�d ���(7� ��unds per acre �or a�l #y}�es af "Soctd�n�" and four hun�red {400} paur�ds p�r �cr� fo� �1i typ�s o� "Se�ding„ N1EA��1REf��hl�; Top�o�E s�cured fr�m h�rrow s�urce� wi�G �� measure� �� th� s����e y�r�i in p�ac� on tY�� proj��t si��, iV��es�r�m�n� will b� m�de only a�r #o��oils s��ur�d frorn borrow SOUfC�S. ��cepta�le rrr�t�rial for "���tJkng'� will b� measur�d by tF�e Hn�ar faot, coinpl�#e ir� p�ece. A��epka�l� m�t�rial f�r "�addi�grr w�ll be m�asu�ed by the �in��r foo#, corr�ple#� in pl�c�_ A[:���tabt� mat�r�al f�r "Fert�Ei�er" shall �e ��bsidiary �� #h� pric� of sotfd�ng �r se�ding, P�Y{�+1E�1T: All wc�rk per#�rrr�er� a� �rdere�i a��� me��ur��i �� pravid��l ur�der "N���sur�ment�� sha�li �� p�id f�� �t th� �r�i� pri�e �id for �ach itern of work, �ts pric� sh�ll l�� full com��ns�tko� for excava�in� ��x�e�t �s r�ot�d b�l�w}. loading, hauling, p�a��e�g ar�d furnisY��n� �11 I�#�or, �qui�me�tit, #�ql�. ��pplias, and i�rc�de�kaEs �ec�ssa�}+ to compl�ke �t+�rk, Aai I�b��, �quiprr��nt, toals an� i�cider�tals r�ecessary t� ��ppl�, tr2�nsport, stacEcpile �r��1 pl2�ce topsoil �f s�lva�e t�psoil 2�s s}�ecrfied s����l b� ir��E�d�d ie� "���dir�g„ �r "�o�ding" 1�id items 2�r�d 3nri�l r�ok �� paid fo� dire�tly "�pot sodding" or "h1�ck soddi�3�'� �s Yh� ���e rr�a� b�, vu�ll be paid for at th� contract �nit pfic� �ef �quar� y��[�, com�l�t� ir� place, �s pfi�vided in the pro�c���l and contract. The cantr2��� ut�il p�ice shaa! be the k�tal c�t�rp�rt�ati�n f�r furnishir�� �nd placir�g aa� s�d: fc�r a�f r�t�ing an� tamping; for �ll �v�t�ring: for dis�osal of ��I s�rpi�xs mater����: ���I #�r all rr�at�rials, I�bor, e���pm�n#, �oois a�d in�ider�t�ls n�ce��ary l� �ornplet� th� work, all in a�c�rd�nc� witt� th� Dr�wie��s �r�r� �hes� �pecif��atio�s_ �h� wnrk {aerformec� a�c� m�teri�l� iu�nfsE��d �n� nt����r�� �s �rovided un�k�r "hReasur�m��#'� shail be p�id #or 2�t k�� un�# �r�ce for "��e�irr��", or "�addi�g��. of th� type �p��f�Ee�, as tJ�ecase rnay b�, whGcE� prGc� shal! each �e full com�ae��atior� fnf ��rrnEs��in� �11 mat�ri�l� ��rd �or per�ormi��g �11 ap��a�i�n� n����sar� �� com{alet� 113e w�r�c acc��ked as foll�w�: ��f,�roz ���9 ���� � � s������. corv���rNor�s F�rkifizer mat�rial ar�c� ap�l�caiion wall r��# k�� mea�tared or paid ��r dG�ect��+, #�ut i� �onsitf�r�r� subsidlaryr �� �adding ar�d Src��J�r�g D-74 �ONF[IVED �PA�E E�#TRY �R��RAM I� sl�a11 b� ihe r�sp�r�sibl�ify of Citic� contrackor to impler��n� arfd r����rtta��� � var�able "�O�FEN�E� �I���� �hdTFtY PI�Q(�F�AiVr" +,vl��ch rnust m�et ��I�i#� r�q���r��rr�r�#s f�r �II its �mplt��r��� �hd s�ihc�ntra�tvr� at �li tim�� d�rir�g ��n�tr�ctian_ l�kl acli�� s�u��r m2�nholes, r�gardaess a� �e�f�h, �r� d�fi��d b}� ��Hf� �� "p�rmii r�qu�re�i �on��ned s��c�s". ��n�r�ck�rs sh�ll s�hrY�it an ������t�4�le "��}fVFCA1�D �PA�� �NTRY PR��F�AfV�" ft�r �II a�pltc�ble rnar�l�ol�s ��d rr}aintain an �clive FI� for th�se manhoi�s, �"h� �o�t of c�i��lyii�� w9th ti�is pro��am �h��l b� �u�sidiary to ihe ��y it�r�s in�+olviiig +nrork i� cc�t�fined spac.�s, D�7� �U���'ANT4AL �D1�41���TI��J INSP��T��lJ��Ih1AL INSP��Tr�N '� Prior �o #he �i�al Inspectior� ��ir�g ��ndu�t�c� f�r t�e �roj�cl, khe con��acto� sF�aA c�n#a�l t�e c�ty ir�sp��tor kr1 �rrkting v�hcn �he anti�e �roject or � designa���+ porki�n of �h� �ro��cl is substantially c�mpE�t�, 2. Th� ins���tar als�rrg wlth appr����r•kal� �ity staFF ar�d #I�� Ciiy's ��nsult�nt sha1� ir�ake �rr ins���tian �f th� s�bslan�i�lly complet�c� w�rk �nd pt��ar� and submit to th�e cantractor a list af itt�ms r���t�inc� ttr b� com�lated or c�rr��t�d, 3. The ��nEr�ctor shal� tak[a rmr�terli�ke st�pa #� r��tify+ k#�� 14ste�1 def�ciencies ar�d notif�r the owrrer in writinc� when a!I kh� �t�ms have k��en cainpl�ted of corfected_ 4 P��n��nt �or sut�st.�n#i�l c�mpletiorr ir�sp��#ion �s w�li a� Fir�al Inspeck��e� sh�l1 be �+�bsici�ary t� 11�� pr�j�c# p�ice. �or�tr�c:#�r shall stili be ret�ulr�d to ac�dr�ss �II othor defici��rci�s whrr,h ��e dFscovered at t��e �im� �f fi�al insp�c€ion. �. Fin�G Ir�spe�tio�i sh�41 be in c�nfarrn�nc� wit� g�n�r�! car�d�tion itern "C�-5,�� �ir�al Ins�rectfon" of PAR7 � - ��N�f�AL ���1DIiI�EV�. D-7£� E�C�A1fATION NEAR �'I���� � Th� �on�r�c#o� �h�11 b�; r�sp�r�sible �ar t�kln� m�as�,�r�� #� rninimt,�� cfa�m�g� �� #r�e �Imbs� tr�� trtinks, �nd tr�� r�v#s aE e�ch work s�k�. All �u�h �r��asures sE�all be cor�si�i�r�d as y. Incid��tital �ro�Ec �nclud�d i�7 t.h� �r�N7tr��k L�nit Pr�ce b�� for a}���i��l�l� p�p� ar str�c#�re ins#all�tiar� exce�l for sl7c�rk �unr�eling�t��� �u��rit�g, � �. Arty a�d �II t�ees I�ca�e�i witharr t�e equi�m�nt o��ratint� ar�a at �a�h work s�te sh�l�. �t the d�r�c�i�r� pf k�� En��i��er, be prole�ted by �re�tin� �"sn�w f�rtc�" alor�g #h� �rip I�r�� car �d�� af t�e #re� toaE �ystc�m �et�nr���r tf�e �nd kl�� ����#ru��ior� 2�r�a, 3(;nhtr��tor sl�alf ir�sp�c# e�ch work �ike tn adv�r��e �r�d �rrar�r�e to fiave an�+ ir�e limbs pr�ur7�d �h�t mighl be c�arn�g�d by �qE�ipmei�# op�rat�o�s. �'17e �s��in��r stt�ll b� ��oliii�d al feasi �� h��r� prior lc� �rry tre� trt��rirriing work, �!a krirr�r�ir�g v�+ork will b� p��`rr3i#ted wit�€n prEv�te �ro�ert�r wit�out wrikten permissiorr of �ri� �wn�r ��1oti�ing s�alC be s#�r��i av�r th� tre� roc�l sy�l�rr� within kh� drap Ikn� a�ea af ar��+ tre�, o�+r��z S�-�� �#"kf11 4.� ` ��CL�11"'�� �r4J1Y�� I I�I�i� 5_ E3�fore exc�vation {off tk�e roadw�y} wi�[�in the cir�p line area o� an� lr��, #I�� �art�r �hail be sawc�� far � n�ir�im«rr� tiep�h �f � fc�t, 6. �lt d�signated ioca[i��s sh�w� on f��* draw�ngs, tl�e "shark ��r�tr�el" me�i�o�i usie�g �la�s ��1 0,1 p��e sl�all b� ��ltl{��d, 7 Excepi in areas w��ere �1�2�ri�r� is a11�v�ed, all tr�e� up !b 8" in di�m�ter �Ia�rrage�J dur�ng ��n��#rt���io�3 shall k�� removed ant� �e�l�ced witi� the s�m� ty#�� anci �liarn�t�r l�e� al t�,� �pn#r�ctvT's �xp�n��, 8, �antr����r sl7all �mploy a q��aEifie� l�nds�:��,er far al� tl�� work requJr�ti for k�ea care ta �ns�re ut�IfzatFon of th� best a�ri�ultural prackices a��i proce�lures, �_ �hort iur�neling shaE3 �onsist �f }�ow�� �u��ri�g or h�nt# exc�u��ion, �he #u�r��l diame#�r �l��II no� �e� I�r��r ih�n 1-'f1� times �I�� ouk�ide pip� tli�m�t�r_ �oids rerr��anirig �ft�r pip� �nsiall�tGon shall be �res�ure ���uke�l_ p-77 �ONC#�fTE ET�i�A�E1IA�NT D� SEIN�R PIPE �ancr��� enc�s�me�t �l���I �� �f�ss �{'i��0 psi} cancr�t� and f�r ��w�� fine ���aseme�ks sh�l! c�rrform ta �Gg. 1'I�; f�r w�ter �i�e ��c�sernents �t sl�all cor�form to Fi�. �0 0� tt�� Ge���al �vntract Docurn�rrts, R�quir�rrteM�ts f�r �uch er��asernent are �pec�ifi�d in �cacti�ns E1-�0 ar�d ��-��} of the ��neeai �or�tract Documents. Payman� faf work suc1� �s f�r�x�ir��� p4ac�ng, �nd f��shir�g in�luding �al lab€�r, tools. �qu�prraenl arrd rrk�terial nec�ssary to complete th� work �#�a�G �� �nclud�� in th� lin�ar �oot price I�Id for �ancre#e �r�casem�nl, D-i8 �LAY DAM �lay dam c�anstru�tion sh�ll b� perforrx�ed i�� �cc�rd��c� with th� 1NasEew�ter �lay Dam �or��#eu�lior�, �igure In tt�e Dr�wir�gs in #lias� ���cificatians, at I�c�tt�r�s In�ic�ted on Ehe Dr�wir��s or a� directes� by #1�� ��Ey. �lay c#ams shall k�e k���d ie�#o ur�dis#�rb�d soil t� rr��ke ar� impervE��s barrie� to ��duce groue�dwat�r ��rcoia#ion tl7r�ug� tl�� pip�lir�� tr�nch. �onstf�ction m�ker��l shali consist oi �+�mpa�l�d benton�te clay or �:�`7 �or��ret� Pa�menl far wark such �� fqrrnir�g, �rla��a�g and fir�3s}�ing sh�alM b� s���idi�ry to #he pfic� 13fd for pipe �nsEa�l�#fon: D-7� EX�LD�2AT�RY EXCA1lATI�IV �q,H�l��} The �bnir�c#�r sk�al� b� r�spons�ble #or v�rif�ing th� lo�ations of �11 exRstin� �ti€i���s priar to �o�s#ruc�ion, ir� �ccordanc� witY� item D-�2. -- �Qt io�a#i�ns id�ntifi�d on #I�e drawir�gs, �or7kr��kor sh�ll c�r�du�# �n e�c�l�r���ry �xc�v�tion {I�� I�c���}. #� Io�a�� �nd verify ihe loc2��i�n ar�d �l�vation of ��� �x�s#rng und�rgro�nd utifiEy wh�r� Il may be in pc��enti�l conflk�l +�ii� a p��p�sed f��ilit�f �lignmenl. Th� �xpk�ratcar�+ ex�:�v�tGor� sfialf be �ond�t�k�d prior t� consiruction of th� e�titMro praj�ct �nlp at �t���#i�n� d�rr�otecl or� kFt� �I�r�� t�r as dir�cte�i b�r tha �f��kfl���, �Oflffe7Ct0� shali s�ibmit a r��ort of fintiing� {in�ludtng sun+eye�! e���+a�ions �f exlsEing conflicking t�lilitie�� �� ti3� �ity �r�ar �o tl�e siar# �f co�tistruc�ion af th� entir� proj�ct. If kl�e cor�l�a�lor d�ferrr�ir��� �n �xist�ng �til�ty �s i�� ��r�ilict wiiri 11�e pF�p�s�d f��i�E��, �h� oor�lracto� skrall co�rt�ct the �n�in��r �mmediately f�r appt�priat� �i�sign mot#if�cations. Irti �dditi�n #o Xhos� ar��s as m2�y be d�sagnaled aa� �he Drav�i��s, il sl�all be lhe �or�tr��tar's resp�nsilailtty to ��c�avate �nd Go�ai� existing utili#ies wha�Y� rG�a� affe�t cons#r�c#i�r� a� ihe wate�r �r���roz 5���� P�1�� l� - �����AL ���l�l�`I��1� andlor s�v�r��- �'acilik���. Akl �xplorato�y �xcauatl�n� s��ll a�cur �ar ena�tgl� in advanc� #n permik any n�cessary r�location to be m€�c�e wkt� rr�inimt�m del�Y- TI�� cont�a�t�r �#��II rr�ake tkE� nec��sary rep�irs at il��: ex�lor����y �xca+raii�n �D-Hole) #� �btak� a s�fi� ��d praper d�Fuin� si�rface to �nsure t�r� s�fexy o� tl�� g��era� p�iblic �nd to me�t the ap�ra�+al o[ �he �i�y Ins��c���, ���e ��nkractvt ��tiall �e liabl� �ar any ar�� �kl d��1,a�es tnc�rred du� l� lk�� �xp�of�t�ry exc�+raiic�n (D-Hale}, Payrn�nE shall G1ot ba rn�cle for v�ri�i�a�ion �f �xls#i��r� uiiliEies per iler'n C]-7.1, Pay�r�e�� far �x�lt����ory �xcav�kion �fJ,Hole}, a� Ir�c:�kio�s icE�ntifi�c� on tl�� pl�i�s or as c�ire�t�d by th� Er�gine�r, sh�11 in�fucf� fu�l �o�r�p�t��ation for a!I rnai�ri��s, �x�a��r��ian. surfa�� r�st�r2�ti�n, f�eld survey�, �nd ��I in�idantal� n�cess�ry [a �arnpleie l��e worEc, s�r�ll be l�e u��ik �rice bfd. �Vo pa�ixr�r�t sha�l #a� ir�ac�� for �xp��ratary �x��vari�r��s} cor�duc�t�d �f#�r cc,rtskru�tinr� has b�:gur� D-8� IE�STIe►L.LI�TI�lV OF V1��0.T�f� �A�I�ITi�� 8�.'� Polyruir�y! �Mi���de {PV�) Water Pi�e P��.Y111�lY�. �hl�rirl� �l�stic �lVat�r f�ip� and �tiin�s on this Proj�c# shall ka� in a���rdar�c� wil� the m�terial �t€�r�dard contained �� i�e �en��al �oniracl D�curn�r�ts. Payrn�nt f�r waFk s�ch as t��r.kfill, h�d�1i��, bl��rcki�g, �etec�abl� tap�s ancl a!i �kE,�r a�s�cia#etl appur#�anant r�c�u�r�c#, sh�ll i�e �rt�ku��t1 in the li���� f[��t p�k�� bid �f tl�e �pprop�f�t� Bk� IT�Na{5�, 8�.� Blackir�� �or,rr��� k�lc�cki�g �n thi� �r�ke�t wil� n�c��s�ril� kre re�{u�r�s� �s si��wn ��� th� PI2�n� ar�d sF��ll h� ir�st��le[I in ace�rtla�rce with #�� �eneral �ortr��t Docume�r�s, l�ll v�lve� st�all have con�rete blacki�� pr�vid�d f�r sup�art�n�. �a s���F�tc� �ayrn�nt will b� made for eny of ti�� ta+ork ir�vr�l�+�d for i�i� Jt��r� ar�d al1 ��st� �ncu�r�� w�ll be �o��ider�d #� �e �ri�l�de� ir� t}t� linear f�at bid p�i�� oF th� �tp� or th� bicf �rice �f the vaiv�, Vaf�+e �locking� �II valv�s �l�a�l #��v� c�r�c��t� blockir�� for s�pp��t. 11�,1ue� sl�all i��ve �alyethy�en� wrapping per Nlat�riak �peci�fication �1-'�3 and �onsti��ction �pecifi�afion E�-13 instalied prior to con�ret� bCocking. �Ja s�parat� �a�m�nt wiil bo m��� f�r any �f li�� woe�C ir�volv�c! f�r this item ar�t� al� ��st� In�u�red wi�G i� c��si�ler�ti ta b� ���aud�d ii� lhe bid �ric� �� the v�l�re , 80.3 Ty�e of �2�sin� F'i�e �. �1IAT�R� �'h� c�sing pip� #or �p�n c��t an�! b�retl or �unn�led sectio� sh�l� he �1WWA �-��0 Fa��-icak�d �koctri�al4y VUeEd�d ��eel Vtilake� I�i��� an�l sh�ll con��r�n t� tlti� prov�sio�s of ��-�15, �1-:5 ar�d E1-9 in Nr�l�ri�l 5p�cifi�akions o� C��r�eral �orrf��ct �r���rrx�r�ts ar�d �p�ci�ications far UVat�t Q�parlment P�oj�c#s, The st��l ca�i�g pipc� shall be s�pplied as f011[�tN�; �or �he insi�e and o�tsi�e of ca:�ir�g ��p�, caal-tar pro�ectiv� coaiir�g i�r accordar�c� with thc re�uMr�m�nts of ��c, �.� and r�l�t�d se�tican� ir� A�VWVA �:-��3. To�rcl��E�p �fter �ield weCds sha�i prcrvide coaEinc� ��tiial to �h�se sp�ci�e� aba�+�. {: Nlinimum ti�ickr�ess f�r ��air�� p��� �as�d shall be 0,37� �n�h, asr���z S�-5� � ���� � - s���M��. �otv���i�rvs �tainl�ss �ie�l �a�ii�g �p�ccrs {cer���ring s#yle} s��h a� rr��rrufactur�d b}r �asc�de 1+��lei�varks N��n�rf�cE�rir�� �om��ny or �� a�F�r�v�cl �c�ual ��rall be tis�d �n �II nor�- ��ncr��e pip�� when i�rst�ii�d ir� casir�g_ inst�I�aEaan sh�H h� a� �ecom�r���d�d b}� the manui�t;turer, �_ �E1NER: C�of�n� useci or� tl��s �r�j�c� sfiall �e i� ����rdanr.� tin+ith tf�e n7atc�ial s#andartl ��-"k� �n�l �or��tr��iion st�nd�rd E�-� 5 �s [�er �k�. 1 �� caf lJ7e �eneral �ont�ack �7oc�rner�fs. �, PAYiti+l��]Z'. P�yrro�nt far ��I rria�eri�ls, ���or. ����rpr�e�t, exc�va#Eor�, c�r�c�te gr�ut, �a��Cfifl. and incid��rtal w�rk �h�li b� ir����ded irr tF�e �ni� �r�c� �x�c! p�r f�ot_ 8�.4 T��-I itis T�e �onir��kor s�2�lk #�� resp�nsibEe for rr�aki�g k��-in� l� t��� existin�water m�ins, �t shall be t�e r�sp�onsibilit� �� tk�� �or�ir�ctor t� verify li�e exact Ioc�tion �n� �le�+aiforr af �he �xis�ing Irr�e t�s-�r�s, �1r�d ar�� differenc�s in I���#�ons �nd c3E�vation of existin� 1i�3� li�-ans l�et�rv��n lh� cc�r�tEac# dr�wir�g� �r�d w�rat ma� be ��c�unt�r�tl In t#�� fi��� si�all be �onsider�d �s irtcid�nl�I #o �or�str�ctit�n. The c�st o� ir�akir�g t�e-ins to ex��ti�a� +r�aler a� s�nitary sewe�r m�ir�s sl�akl be �n�k�id�d i� #�e lin�ar fa�t bad �rice of th� pip�. 80.� Conne�tio� of ����ting hflains 7h� ��nk�ac#ar s1�a41 d�t�rrnin� the ��c��t I�catFoe�, ek�vation, �011figl�r��10r1 aRid �r�g�l��ti��1 o� e�rstin� Water OC s��1ltary �ewer illn�� p��Or lo r�a��fact�ring of the c�nnecti�g pi�cs_ �r�y dnf�ra���s in loc�kions, elevat�c�r�, con����r�#ion, �nd of a�g��ati�n of e�cisiir7g lirres be�ween tF�� ��n#r�ct ��awi�rgs and wE��t may b� ei�ca�nt�red in th� s�+� wo�l< shaE� foe cor�sid�re� a� �n�id�nial to c�ns�ruction, VVl��re it is r�qu�re� to sk�ut down ��c�siGr+� rrxarns �r� order to ir�ak� �ro�a�sed connectio�,s. su��r dov�+r� time �Y��kl bo caordin�#�d with 11�� �ngin�er, �nd �II eff�rts shall t�e rr���le i� It��� tC�is tlowr� ki�xt� ko a mir�irn�rr�, In �as� o� �huttin� dawn an e�ci�#ir�o� main, ii�e �ontractor sh�11 n�lii� the Mar�a�er, ��nstr��tior� �ervic�s. P�or�� 871-7813, at I���t ��-h�urs prior #o ti�e r�quir�� shut down time. �'h� �ontracfof's a�t�nt��n i� ��r�cted #o P2�r�����ph �5��.15 IhJTERF�UP�f'CC�� �� �ERVI��, Page ����(�}, PI�RT �-�EhIEF?AL �OhfD��lO�l� C,�� TH� UV�1T�Ft D�PAR'fN��h3T �E�lC�AL ��h1T��T ���IJ�+l�h�7� A�VD �E�ERAL. ��'��I�I�ATI��l�, 7he ���i�'aclor sI��H r�o�kfy the ���toiri�r b�i� p�r�onally �nd in wrk�ing as to the lo�a#ion, tirn�, and �che��ile of k�� s�rvic� interru��a�r�. �1'he c�sl �f r�movir�g �r�� �xis#fng cor�crete b��cl�ir�g �hal� be inclt�d�d in th� ��sl of conn�cti��_ Urraess bici s�par�t�iy all co5t incurred sh�k] I�e in��uded in �h� Jlnear fo�t pric� bid #or �ha appropri�#� �kpe �i�e, 80.� Ifalv� �u�-Ins Ef may b� necessary #o cu#-In �a�� valves #� is���ke th� w�ler ma�r� fr�m v�+hich tl�e �xk�hsio� ���ckl�r repaacement is #o be �o�n�cted, T�is m�y r�quire closin� v�1v�s in o#h�r li�r�s a€�d p�itting ct�n�um�r� out t�f service �or EI��# per��d �f tirne �ec��sa�y to c�Ft ir� the new ��lve: the +�rork m�st be �xpedited ta th� ��r��sk �nd all sucl� ��a��i�s must b� c��rdi���ted with t1�e er��ine�r in charg� of ins���#it��, �II corrsumers s��lf b� ir��ividua4ly advisecl �ri�r t� l#�� �h�l oux art�l advis�d of Eh� appr�xima#e l�ng#h of tim� t�ey may b� wik�ouk s�rvic�, i'aymenl �a� w�rl� sucl� as ba�kfill, beddir�g, F��ings. bEo�k�ng and all otheT a�soci�E��l �p��rk�r��nls r�quMred, �h��� b� in�luded �n the �r��� oi' #h� ap�ar�priaie bid Iten�s. a;��•�ro� S�-5� �� _ _ ����r �- ����c��� ��n����Non�s� - sa,� w���r s���c�� TF�e r�loc�lio��, re�Cac�rx��nt, ar r��or�rrectic��� �f w�E�r servi��s will �e r�q�,ir�d �s showr� �ri ti�� plar��, �n�il�r as d�sr.r�b��E ir� kh�s� ���Ci�i �ontr��� I��cur�re�#� Rr� addF�ior� ko #I�as� loc��ed �r� tl�e �e�d ar�d id�rrti����d by the J�ngineer_ hf� �erv�c�"s �haR b� �ar��t+��rc��ti b� lh� c�ntr�c�or utifi�i�rg apJ�rov�d ������� rn�r��rfaciur�d t�p sa�fdlcs (whet� r����red� ���d �or��r�ti�n sto}�s, ly�ao }C �opper +�v�ter t���ing, c�irb s�ops wi�h l��:ic wir��s, m���� bpx�s, �r�d ii r�quR,-�d ap{�r�v�d m�nuf�c#ure� s�rvic:e i�r��rch�� �11f n�at�ri�ls �,s�d sF�a�l #�� as spe�ifi�d ir� #he �vlat�ria� �tanc#artls (E�- rt7 & �1-98} c�����irred in fh� ��rr�r�� (;ontr��t �acurr��n#�_ All ur�t�r servic�s ta b� repl��ed sF��EI b� ir�staN�d ak � minimuRr� d���h ��36 ir�c#�es b�l�u+ fi��al g�ar��, �Ili ��cis#fr�� �f��ir�ch vvater servtc� �ir��s wi�ich �r� i�t� b� r��l�c�d shall b� r�plac:er� +nri�� �- �ricFr 1"yp� FC co�p�r, �-i�ti��� diamei�r fa� saddl� when rec��ri�'�d, �n�# �-ie�c�� corpor�tiar� fro�r� t�e r�nafn lir�� to ti�� m�teR� ho�c, P�EJ s�rvic�s w�ich ar� tr� b� r�pla��d �r refo�at�d �haR! be insialled w�lh� th� �erv�c� mair� t�� 2�nd s�rv�c� Irr�e ���r�g in Irn� wit�r th� ��rvic� rr��t�r u��fess bt#��rwise dir�cEed t��+ t�� �n��n��r �4 mfni�num of �4 ha�r� ad�rance noti�e �I��IJ #e giv�r� w�er� ser�rce Int�rru��i�n wil� be requir�d �� sp��lf�d �rr ����ion ����,�� I�VT�1�RUpTIOfV E�� ����I��. All +r��ter s�rvic� mat�rs sl��ll �� re�rioved, ta�g��#, an� �okl��t�� hy the ca��ra�;tor f�r pick�p by t#�e VV���r �ep�t#mer�� for r�condlEi�nir�g or repJ�cer��a��#, A���r insta�Ja#ian �� the w�#er �ervi�� in tf�� pro�pos�d locali�� �nti r��eipt �f � m�ter frorn th� peoj��[ i�s}�e�tor t#�� c��rtr�ct�r s��a�l in�talC kh� �rr�t�r_ Tl�� rrx�t�e b�x s�a�G be res�t as n�r:�ss�ry tc� be f��ash wilh exisking ground or �s otl7e�v�rise tiire�t�d t�� ti�� �r�gine�f. AI! s�ch wcark of�� tF�c �u�l�i ���1e nf the ��rvrc� rn�#er s�a�i be perf�rmed #�y � lic�r�se�1 �lun���r. VVA"rER �Ef�VI�� F�CP�A���11�N'k`�- UVater s�rvFc� r��l�cement vT r�loc�#ion is r�s�4�ir�� w�e� kh� �xi�Ei�� s�rvi,�e is I�at� or� f� �a� sf��flt�w l� �+r�id brfl����� d�irir�g ste��t r�con��ru�t��n. TFre �o��rac�or s�all rr��race �he �xisCir�g s�rvi�� F��� with 'I`yp� IC c�pp�r fram ��7� mair� t�a th� me��r, curb �ta}� wi#h lack wir�gs, and corpora{�on s#�p, Payn�er�# Fot afl wor� �nd m�C�rials s�ach as b�ckfi��, �il#ings. ty�� K�opper tub�ng, cur� skop �+iti� Coc#� �ving�, s�rvioe iine ��I�us�r�t�nt, �f�d �ny re��cation o� r�p to ��,irr�h�s fr�r�� ce��tr�r lir�� �xosting rn�#er I�c�t�orr ta cent�� Jrn� �rop�sed t���t��f ir�r,�ti�n shaf� be ir��;�ud�d ir� khe �anea� �oot �ar�ce b�d for �o�p�r �ervice Line from ��+l�irr Co ���+� [�} fe�t b�i�incf �eter. Ar�y veR�tic�� adjt�stm�t�t �f ��storri�r servi�e lir�e �nrithih t�� � f�at �r�� s��ll 1�� s�ib��tfiat� t� lh� ��rvrc� insiall�kion, Payrr7�R�l far alf �+c�rk and mat�rials ���� �� t�p sa�dfe (if r�c��ir�d}, corp�r�#ior� sto��. ��rd filtin�s s��l� b� �nclud�d Gr� t�e price bid #�r �crv�c;e ��ps to f�ain, �. W�T�I� �Ei�VJ�E i�E��NI���TICI�l� UVal�r ser�+rce exrs��ng s�rvic� is ��p��t arstl a� ���:�u�t� �l�ptkr r�cons�r�act��n, ��re con�raclor sl7�ll �dj��st l�r� �xislrr� � �� ���� �5.+"��k reconn�ctior� �s r��uir��1 w���n i�f�e tn av�id br�akag� cfur�n� �tr��t � w��er �ervice lin� �s r�qu�r�d for ��1�� � - ������4� �:����fi���� ��co��ectian ar�c� furnish a�1�w #�p wi#h ��rpora4�on sta�_ Ttre contrackor will be paid far on� ��� ��rvic� `��p k� iula�n far ea�1� se�vic� r��or�n�cler� �la�s fi�r �ny ��pper ser�k�� lin� used ir� �x��s� of �iv� (5} ���i f�om h+lai� lo �iv� {5} feet I�errind il�� ��ter_ �. V1f�1TEl� SEf�VI�E A+1��`EF� AND METER BO� F��L�}�ATI�A1�� 1Nhen ti�� r�plac�rr�ent �nd rel�calian of a wak�r s�fv��e �nd rt�e#�r b�x is re�ulred ��ci tI�P Eocallan of th� f�iet�r ar�d m�i�r b�x i� rr�oved mare �har� tv�relv� ��2j inch��, a� �-n�as��ed #r�rn th� cenke� 1��e of �a�� exis#ing n��ter t� Rac�l�on k� the �en#er lin� of tl�e pr���s�d rn�#e� loc�tE�n, s�p�r�#e p�yment will be allaw�rl fo� tl�r� f��o�a#�on o� ser�rice rrx�ter ar�d me��r box. �e��erlar�� is defin�d by a lin� ex#er�t��d frvar� k��� �ervic� tap tht��g}� li�� m�#�r, {�nl�r r�l���t�ons tn�d� perpendicufar �o �his centerEir�� wifl be p2�id f�� se�a�at�Ey. Re�acatioe�s mad� ala�g tl�e cen#erlin� wi�l be p�id o� ��r f�et �f c��per s��vi�e line, VIJh�n reloc�tion o� �ervi�e n-�eter an� m�t�r }��x is r�qui���, p��rrne�t fc�r �II wark �r��! materFais s��l� as back�ill, fittir�g�, �v� �5} �eef o� ty}�e ]� c�pper servlce a�cl all mat�rials, labor, ���i eq�ripmeri! used by �rrd for t�e It��r�s�d p3���nber sh�ll i�e ir�cl�de�i ir� #h� �r�c� bi� for the s�r�+ic� rnet�r r�l�c�#io�. All �t��r r.vsts w�lf be wnc�uc�ed ir� �th�er appr�prtat� bi� i#em(s�- fihis iEem will �I�o b� u��� to pa� ��r �II ��rvice met�� �nd m���r �ox relocakio�rs as re�uiret! by #i�e Engir�e�r when th� seTvic� lir�� �� n�t beM��� r��t2�ced. Ad�ustm�r�# �f or�ly th� a��oter box a��i cust�rr��r s�rvi�e line wi�hin 5 fe�t dRskance �ehind t�e r�e�er will not justif�r s�p�r�ke p�yrner�t �t �n}+ time, Locatiai�s wil�� rr��i#ip1� ��r�+tc� br�r�ch�s w�ll �e ��i� for as one service meter and me�er b�x r����ation, 4, �1�1N ���iVl��- Wh�n rrew se��ces ar� ��c�uir�d tl�� c��rkra�#or sh�Ml i�staal #ap �adcil� �wher� re�uir�d), c�rp��a#Eon sto}�, tYp� �{ �op��r s�rv��e line. cutb �#op with lo�k wRrrgs, ar�d m�t�r C�nx. Paym�nt ��r a11 wt�ric artid rnat�r�als s�+ch �s b��k�ill, fil#��g�, typ� i( �oppar tt�bi�g, �r�d cur� sko� wit#� lo�k wir�gs �h��l be �nciuded ir� lhe �inea� Fo�t pric� bid for �ervic� Li�e frorr� NJair� to �+1�ter �rv� (5} f�at b�hind th� meter_ �ayC�ent �or al4 work �nd m�terials s�c}� a� t�p sacl�i��, corp�ration st��s, �nd �t�ir�gs shall �e �n�l�d�d in �i�� pri�� bid �or ��nrice Taps !o k�ains, �'�yrn�nt f�r all work ai�d ma#eri�ls s��h as furnish7ing �nd s�##�ng ���v ��4�� b�x sh�Ml b� �ncluded ar� khe �rice bi�l for f�rnish ar�d set r�e�er h�x, �. hl�l��.71PL� ��f�V1�� �F�AN�HE�: VUhe� rrxultFpEe �e�vi�� branch�s �r� r�quiea� tho ��n#rac�or �h�ll ��,�n�sh �p�ro��d factory man�fiac��re�l branches. Papmenk for multip�� serv;c� branche� tin+iif incl�,d� furr��s��ng anc! ir��talling th� m�i#ipl� s�n+ice brar�ch aniy ar�d ail other cas# will l�e includ�d in o#h�r aapro�rEak� �ic� Jt�m�sj- 6 hA�I�TIP�,� �T��ET ��R111�� Llf��� �� ��I�C���. �ER1�1�� h+��T�R; At�� m�itipl� s��vi�� Jines wiEh �a�s �ervG�i�g a s�ngle service �r�eter ��r��u�t�r��i �Jurie�� c�n�tructEan sha�� b� re�la��r� w�th ar�e ����uic� lin� th�t is a�plicak�l� f�r t�� ���� of th� exis�ing servGce mefer �nd ��pr�v�d by k�� �ngir�eor. I'a�rrrer�� �haH b� �a�e �# ih� unit bid pri�� �r� ��rs ap�ropr,�t� bic� i#�rrw(s�. �sr���z 5���� � _ ���r a � ����M��. ���v�i�ri�rv� 80.� �-I�e�► T�in��orary ��rvic� Lin� rr��: �-an�:h k�n�p�arary s��+�ce r�rain a�d �l�-inc�r servi�e lir��s �I��II kr� Insk�l��d ko provide ter���orary wal�r s�rvi�� �o �k� b��iltlir�gs khal will n�:��.5ssarify �� r�quir�� io �ave seve�ed v�at[ar service d�ein� ���d wark. �he co�riractor shall C�e r�s��ansR�le for ��vr�iin�ting #t7e s��redul� of l�� kerri�or�ry ��rvi�� ��nr��c:k�t�r�s �rtq per�+n�n�r�! s�rv�r:� r��onnecti�ns w�CF� l�e b�ailrl�i�g awners anc� the Erigir�cer in order th�t tl�e wark be p��#�rrr��d �n �� �xpr„�titwa�ls rn�nner, �ev�red w�ter servic� rra4fsi be rsconn�c#�d w�thin 2 haur� ot discanEir�u�n�� �� ��rvi��, !� ��in�l� kapping ��cir�E� �nd �-inch corp���tr�r� s��� or �4ir��h �at� +ralv� with a� ��p��p�i��e ���� h�rdrai�t a�lapter iott�r�g shakl �e req�irec� at the terY�porar� ��rvi�e pairt� of c�r�n�c#ion #o #he �i#y wat�r �+�ppfy, 7�1�� 2-i���h t�rr�p�rar� service a-nain ar�d ���4•�inch ��rvice Ikr�es s#�alf b� �nstall�:�t in accorc�ancs fa the a#te�t�ed figure� 1, � an� 3. �'� i��rp�r�ry s�rv��� lir�� s�ia11 �� �kc�art��1 ar�r� s��rilized by us�r�g chkari�e g.as or ch�oeir�ai�d �arr�� (HTM} priar to irr�lallai�o�r. lir ord�r to accur�tc:l}� �tYcasure �l�� ellll{'kllll� af' u��a���r �sed d�riu� constr4�ciiuii, lhe ('�a�Ytr���:tc�r u�ill �n�1�11 ���irc� hydr�n� me�er for ��I� ��:mp��r�a'}� s�rvic� Eij��w, Wat�i� �ised �1K<<it��, t�:c��tist�`u�:ti��� ti�r i1u�E�in�; nc�v Nnains tl�t�t ��tnE3�� l�c �nc�er�d Cru�n a l��vdrnr�t �vil1 b� �;�li�t�ctt�cl d� ��cr�l'�lely a� pc���i�31e. J�� Ihe �f�-ce�r��lrucii��n �[��z��rer��:e �hc �;c�n�r�c�or w�11 �clvise tit� i��spc�c�c}r u!` l��t nt�n�}���• c>E' mc��c�-ti tha� ��ill L��. n����:�i a1a��� wi��i �IYc loc�.�tiojis �I��„re tli�� will �+� �;�ecl, 'tE�e i���pecl��r wili cl�lt��r �E�� I�y�rari� met�:�•� tt} ��Yc lc>ca�iot3s, �L�"ter irtist�llatic}r�, t��e c�>��tra�tc�r will r�kc full CG'S'F]Ul1.SlL31�lL�+ �UI' ��71',` 111C`,CF'.I'S LICI�I� Sk.1C�7 �IIII'4.' as ���t cs��r�r�,ctna' r�t�rns ti�o�e ��tei�xs to �IYe in����ctckr. Rn� c{a�t��,�;� io �h� in�iers will �e t�tie solc resp���ibilit�+ of' ���� �o�zt�x�c�c���_ 'I'lt�: vV�ttcr U�partr�Ycnt IVi�ter �lYo�� wfll ev€�luate 1ff�: curlcliu��i� a�' !h� r���i�r� upc�r� return �n� if rc:}��ir� �r� i��ec�ed tlz� cot��.ra�:�or �,rill rec�eive nr� i��vosce i�or t�yose r���irs. Tiye issucd jY�ctcr is fo�• �liis �p�:ciii� }�rojcct ��d lacati�i� on�y_ �1r�y ���ri�:r �I��t t�e cc�r�tra��c�r rnt�y rteed 1ur persor��� uw� wil� rc�����c a sepai��e Itydr�a�l r7�e��:r �bta�i�cd b� �Et� C'orEtracta�•, at �h�i�� cost. frottiY flYc �N�tcr �epart�7�c�it, T�r� aut-of-s�rvic� rn�i�rs shall �� r�moved, tagg�c� ar�d �oll�ct�t� by the �ontrac�or for d��i+��r� �o ll�� Water D�parEm�r�l Nl�ter �I�op �n�� recor7ditiohi��� �r r��la��rr��nt_ Upon re�toring pe��rr�ar�ent scr�+ice, the �o��raclor sl�a�l r'e-in�tail the meters at the� �:��r��� I��atior�, rhe me#�r b�x s��ll kr� r�s�t as �ec�ssary to b� flush wi�h k�� ��cistinr� grra��ntl or �s okh�ru+ise dire��ed by the �ngi�eer. 1'I�� I�mpar�ry service I�y�uk �4���1 I�a�+� a rr�ir�iMriu�fi� avai€abl� fi[�w rat� ai ��Pf1�+� at a dynanii� �r�ssui•� �f 3� P�I pc�r s�r�+ice #a�. This �r�t�ria shall be used by ki�e �antf�c:tor t� de#�rrnir�e �17e ler�gtf� �f tern��rary �e�rv��e a1l�w�d, nurnber of �erui�� taps and nu�bar ot ieed points_ 3lV��en 117� t�mp�r�fy s�nr��� �� r�q�ir�cl f�� �r�ar� �Iti�n one loca�tR�n the �•��nch te�}�orary servrce ��ipes. ���-�n�fn service lin�� ar�d the �-�r��tr m�k�r sE���G kr� rrt�+��t� t[� �h� r�r�x# Su���5S1+1� F�rb��Gk Go�2�tiOr1. �'ayment far w��k such 2�� fitkie�c}s, 31�-ir�r.f� ��rvic� I�n��. �sp�t�lt, I�arn�:ad�s, all se�rvic� c�nn��t�ons_ r�r���val �f t�n�parary s�rvices and all ot�r�r associatecl appurt�nant� requi�ed, sh�ll be included ir� t�re appTopriale E��� il�rr�. ��r���� SC-�6 �!"'1�� � - ����ril"1� ���������� 8U.� #�djust IUlanhol�s, a�xd lfaults �Utilit� �u�} �or�irac��r v�Mll �� re�por�sibk� f�r aeljusl�ng w�Eer v�1v� baxes, ��anl7ales ar�d va�lks to rn�tc� rr�w }��v�±in�nt gr�cl�. T�e 4,nk1 pri�e bid will L�e �tii�l paym�rtl f�r �rateri2�15 Ir�c]udir�� all lab�r, eyuipment, Co��s an�i ir��ident��s n�cess�ry #t� com�lei� �'h� work, 80.'�{� Ad�u�t Waker llalv� Soxes ��nl���tor will be re��o�rsib�� far ad�usti�g w2�ter �+alv� box�s !o rna#c�r n�w ��vem�r�t. �rad�, Tl�e wal�r �+aave� #f��rrt�elv�s will �� �djust��, if rasceasary, i�y �ity ot �ark VYorkh �l�+a#er i��partm�nl fi�rces. Prior #� the be�inr�ing of �r�+ork, ta�� �on#r�ctor sh�il m��Ce ar� inve�kory oF tite conc�lti�n of exis�ir�� w2rter �+�lve bo�es, Th� �or�stru�tion Engir��er +n�ill fi�ld v��ify ��is Inv�r��a�y �nd provid� th� �onlra�#or f�pl�cerrr�nts for brok�r� valve baxes. TE�e c�ntractor �hall repl�ce t1�� valve box�s which are dama�ed �urin� construc#ion 2�# no cosk tv ih� �f��, Ti�e una� �rice b��i p�r ea�� wi�l be full ��m��ns�lior� for �II lab�r, rna�eri�ls, oqui�am�nt, #�o�s. and incit��nt�ls noc�ssary t� ��mpl�te #h� w�r�c, 8Q.'I 1 Pur��n� ar�d Stef�lization of �Vater �i��s Befiore b�ing piac�d ��to servi�� a�k nr�uvl�r �orrsltuck�t� �+aE�r lin�s shall E�� p�rrge�k and st�r�lEzed in accorc�ar�ce witi� ��-�4 �f tt�e �ener'�I �or�#r��# �acum�r�#s a�d �p��ificatior�s except �� �odi�i�d hereir�. Th� ��ntr�c#�r v�+il1 f�rnish �II water for I�JITEA� �lear�in+� ar�d ��efili�at€on af tin+ale� lines. All rnateri�ks for cor�str�c#ion of #�� proje��, inc��dFr�� appropri�Y��y s�zed "pipe cl�ar��r�g �igs��, chlori�te Q�s or �hk�nn2�t�d lim� {HTH� �h�1E b� �u�nas��d by t#�e �ontr�ctor, �hloriri�te�d lirn� {�i�N) shall be us�d ir� st��Ficien# q�an�itie� to pr�v�d� � chl�ri�re re�it#u�� of f�fty {50� Pf'N1, Th� r�sidual of free chlarir�� sha1E b� trt���ured �ft�r 2�# ho��s ar�c� shall not be I�s� t�an �� p�rks per miltiott �f fre� chlorir��. �hlorin2�t�d water �h�ll lo� disp�s�d of in th� sa�itary s�u+�e syst�m_ �houl� a�anit��y s�w�r a�o# be avaifebl�, cirlari�ated w�ter sk��ll t�� "de-�hlork�a��d" prior t� dtsposal_ Th� lir�� may r�ot b� pl�c�c� ir� �ervi�e unt�l twa successive s�#s of �arnple�, ta6cen �� hc�urs ��art, hrave m�t tl�e est�b�ished st�r�dards �� �urit�r- �ur�ing ar�d steriliz�#Gor� of the wat�r lir�e� sF�alf be ��nsidered as i�rcrd�ntaf to the �r�j�ct an� �11 �o�ts incurr�d will b� consEdeTed to be inclu�E��i in lhe lir���r f�ot bi� {�ric� of the pip�, $�.1� Work Nea� Pr�sse�r� �lan� Boundarie� ��r�tF��t�r ��a11 t�k� r�at� that t€�e w�ter 1in� to b� rep�aced �rrd�r this �on�ract �ay cross ar �r��y be In c��s� ��axarx�it� t� an �xis#ir�g �aressure �lane bot�nd�ry, ��r� �ha11 b� #a3�er� to �nsur� �II "pr�ssue� piane" +ra���s in�t�ll�t� ar� �r7s�akl�d c1�s�d ar�d n� cross �or�ne�#io�r� �re made b�tw�en press�r� plan�s 8�.'E3 Watrtrr �ample �tatior� ��NLRr�L; �II wat�r ��r���ling statio�� M�skalE�ki�r�s +,t+ll� b� pc�r �l�ache�! FRgur� 3� �r as �et�ui�ed In larg� w�ter meter va��lt� as p�r Fic�ur� �3 unless oth�rwi�e dife�ked by the �ng�neer, Tl�e �ppro��iaie w�t�r sam�E�ng st2�kJ�r� w�11 b� �urn�s�r�d #a I�e �ar.tractar �ree of charge; ho+�e�+e�, the ��r�tr�c#�r �ri�l �� r����red to p3�lc ��� �17i� ilem �k lhe �i�lt� �per�l.i�ns V+I�reYfous�. o�rrar�z ��-5� ��f1� � " ���1.r1�� �r�l V �k�#��� P�1YM�N'r FQR F1GUR� 34 lfV�l"��.L,AJr��}�S: f'ayr�ien# far 2�GI wb�'It ��7d rr��#�ri�ls r��c�ssary �o� ihe in�talE��iori �f tx7�: 3J�� i�rch ty�e 14 coc ��r ��rvic� 1�r�e wilE b� shafl !�e ir�cl�de�! i�� #h� �O�'ic� h�d for copp�r Seevir,� l. ir7�x fs �ari7 �fai�� !c� Nleter�. f�ayrn�,�i For a�l work �r�c�3 m�ter�a�s reces��ry �or kf:{: insk�ll�rti�a� C��� saddle (rf r��:,t�irc:��}, ���por�lioa� st�ps, �nd fittir��s sl��ll i�e i�clucc�r� in i.fle pric� bi�l ��r �e�+ic� T�ps !o i��ain. Pap��nf #ar �II ,ru.aric �i�cf ir�aterials ne���sary for th� i��s�allatr�n of ��he sam}�fing s��Cioe�, c�ri����� s�i�porl bl�c�C, c�afb s�t��, tk�king�, �nd aG� k��cider�tal 5���e� of lype I� c�ppe� serv��� line vuhich �r� requ�red #� pto�+�d� � com�IsEe �nt'� fur�c�ior��l wat�r sampiing slaiioa7 s���ll b� i�t�lude:d in ti�� {�ri�e bid far V1��ter ��rn�le �Eat�ons. P�IYA+IE�T FOR �l�UF2� �3 IN�TA�L1�1T1�[V�' P2�ym�r�t fo� �II wor#� ��d rn�t�r�als r���ess�ry fc�r tf�� ���stall�tian ia� sacJdl�. ��t� vaive, arrd fittir�gs �1�2�lI b� ir�cludec� ir� i�� pri�e bid for �ervic� 7�p� �o M�in. �ay���ent for �IM �r�rkc �nt� ��n�#e���1s r�ecessa�y �'c�� ll��� �r��lall�tion �f the �arnplF�y st�iion, m�dtii��tEon ta kh� �+��It, f�k#in��, ar�d all t}�}�� �{ cop�e� servi�e lir�� whic�r �re requir�{� to pra+rEd� � corrt�fefe ancC f�r��tianal wat�� s��yplir�g stati�n sha�l be inclu��d in t.h� prt�� bEd For 1Nat�r �arr�ple �I�t�on�, ��.1� Duc#ile Iran �nd �ra� Iron Fittir��� R�f�r�r��� l�arl �� �a�s�rut�ti#n �pecA�t�atior�s, Se�k��n ��-7 I�stalling �ast Iron F�ipe, fi�tings, �nd ��cials, �ub secti�n ��-7, �����t Ir�r� Fitt�r�g�; #he f�rsk M�aragrapf7 sl�all b� �-�v�s�c! to read �s ivlkc�ws' L��-7,�k1 C3U�71��-IRO�i ��1D �I�A*�-II��N F1TTlfVG�; All duct�l�-ir��� ae�d c�r2�y-irat� �itt�ngs ��a�l b� furh�5���d witl� ��men# rn�r#�r lir�ir�g as state� I�� ���#I�r� ��-7, Th� �ric� f�i�i per to� o� �ikl�nc�s sF��ll b� paym�n# in f�ll #or �II fi#tings, jair�t �cc��sories. pol��tk�yl�ne +�+r�p�ing. horizoni�al cancrete t�lt��kir�g, vertical tt��d�wn �o�crete �I�ck�ng, and �on�r�to cradle nec�s��ry ��� �onstruc#ian �s d�s€�n�.xd, A!I du�lil�-i�on and �r2�y�irort filkir�g�, vaC�+e� ���d �p�cials shall be wrapp�d wikl� pa�yelhyf�r�� wr��pir�� confonn�n� t� �2�l�rial �pecifi��kion ��-1� a�d ��r�s�r���tic�n ���c�frcatfon E�-13, Vtilf�p�ing shell prec�d� ho�i�or�tal coe�cre#e �I�ckir�q, �+�rtic�,f ii�- d�w�� �c�ncre�� b1o�Ecir�g. and c�r��x�#t cradl�_ Payrr�ent f�r ##�e p�lyethyl��e +.�rr��ping, h�rizontal cvr��ret�e b�ock�n�. v�rtical lie�d�v�t� c:oMti��et� blockir�g, ar�d �on�re��� cradle shall l�� krtc��tfed ir� bid it�rns f�r v�l�s 2�r�d filttn�s ��cl hc� oth�r pay��nts uviEl b� ailo�+�d, D-�'I �Pi�INKLlNG ��R DUST �ONTR�L A�1 �p�lica�C� �rovision� nf �l2�nd�r�i �p��ification� Ik�rn ��]Cl, "��e�nk�ing �or Du�t C:r�t��r�l" sE�Makl ��ply. l��wt+�v�r, r�o dir�ct p��rri�nt wiil be m�tl� ��r t�is ikem a�d i� s�all b� �onsidered to t1��5 c���track, D-8� DEV�1#7�I�I�V� �`f�e �crnkrac:tor sh�l! I�e respo�slbl� f�r ci�#�rrnknir�� tl�� rneihnd �f d�wal�r�ng op��atior'� f�r tkti� wak�r ar sewa�e �lows frt�m t�r� �x�stir�g m2�ins �nd �rauG�d water_ The ��ntr��t��r sE�a�l �� respor�sibl� �or d�ma�� of aR�y r7�tuee fes�lk�ng frorn t�� d�watar�ng a�a�:r�#is�n�_ o�r�r��n� SC-58 �1�4�� � - ����'►I1��. ����N'����;� T�r� f�I��Hl11��� fro�n any de�wa��rE�r� op�r�#iot� s��al� b� �onducted as approvecf by th� Er�gi����r Graue�� water �hala naR k�e �l�sc�arge� i��to san3fa�y �ewer�_ �]�w�t�rin� sh�lk 1�� �onsidered as incid��r�a1 to a constr�actior� and �k1 costs ir�c��rr�� will b�e c�ns��iered to k�e ar�cGur�ed ir� l�e p�t��e�� pri�e. f},83 7'I���#CH �?(CAVA�I��1 Oh� �C�W Tf���JC�IES �onxractor to pr�vent an�r v�at�r flow�r�� �n#o op�n trenct7 �uring c�rrstruc��on �on�ractor shaEl not le�►r� ex�av�t�tl t�en�h �p�e� �ver�i�l�k. �antra�#ar sl�all #�II ar�� tr�r�ck� th� sarr�� d�y �f excavation. �� extra payrnenl sF��k� be 2�li��vec� f�r this ��ecR2�G �or�ditior�_ D-84 TRE� PRU141NG ,�_ R�F�#�E�V�E�: National ArborisE As��cia#ion's "PruM�in� �i�r�claeds �or ��r2�d� 'i'rc;es", B ROQT PRU�]IN� E�VIP��lVT 1. �li�ratory �C�ife 2. 1fe�rrxeer V-"�550R� R��t k�rufler � �I�ITURI�I� I�E��UI��E� PRDTE�"�IC�iV ���1�E 1. �te�l ��T�� � Bar s�ak�s, 6 f��t ron�- �_ �mo�t�� Hors�YWi��: 1�-��2 gau�e (mediur� ��uge) or 'I� ga�x�� (he�v� ��u�e�. �_ �urveyor's F'lastic Fla�ging; "'�`uhdra� w�i�h#, Int�tnati�nal flu�r��cenx prang� or r�d c�l�r, 4. �arn�in�tivn F�nce: �ommercially rn2�n��a�ture[� combina�ior� sail �eparator f�bric �r� wi�e m�s� F��c�Cfr�� �s ��owr� o�� the Deawie�gs. I��:��I��.��1�►�� 'f_ ���+�y ar�d sk2�ke 1�c�tion oi ro�l pfun�r�g tr�ncl�es �s s]�awn on �t�atin+fr��s. �. ��lil� ��1� �p�f�V�C� S���If�4"� E.'C�UI�?I�'I�f1�� R7��i� 8 CU� 2M ri'lll'111'I�lJf77 O� ��} 1f1��1�5 C�B$� !CI t�rd�t to mir�i�t�i�� clarnag� ta the ��ndi�tt,rb�d r�oE zar��, 3, �ackfill and corr����t the trench imm�diately afte� trenchfng, �. Pfa�� a�-fa�t wid� k�y d-inc� deep caver of m���� ��r�r t�� tr�nch as requ��ed by ih� Engii���r_ �, VYitl�in �4 h�urs, prun� ��ush wi��� gro�n� and �ackFiJl �ny cxposed r�ots �iue t� cpn�#�'�,�lion a�ttvily, �over wilh w��d �hip� c+f ��Ic�� ir� orde� ka e��,M��i�� soil ternpor�ture ar��i m�r�irr�i�� �v���r loss �i�� io ��rap�r�kion, 6_ 1_ie��it �ny g�ading w�rk wi#hin conservatior� ar��s to 3-ir��l�7 �ti�ximur�� �uk v� fill, witl� n� ���ks a��R 1-inch di�rr�at�e k�eing c�k Ur�l�ss c�t by �a�d or cut by s�eci��d rrY�t��ods, equ��r�en� �nd protec#I�n, o���rr�� S�-�9 ���� � ' ���L�F\� V��������� 0 E. h+fUL�HI�I�� l��p�y 2��incY��s t� $-ir7�h�s �# woacE ch��ps fr�rn kEimmir�g or �le�ring �pe�ation �r� areas �esignate:d by ll�� �rt�fr��e�, �=. 'l�r�� Pr��r�ing shalC b+� �or�ssdere�i subs�diary t� the proj��t c�anir��t pric�. �YB� TftE� R�NI��l�#L Tr��s io be remaved sh�li b� ��rnov�� usfn� �pplica�l� me#h�d�, includir�g s�urnp and r�at ball r��oval, lo��iin�. �a�rlirrg an� d�m�ing, E�c#ra �2�u#ion sh�il I�� takcY� �� noE disr��l �xistin� uiiGittes �okh ovetheact ar�d k�R�ri��i, Th� �ontr��kor s�afl ir3�rn�#i�#eiy rep�ir �r re�la��e a�y d�r��a�� ko utllities �i7d p�l�+�ke pro�xc�iy ir�clt��in�, b�t r�ot karniked to, w�t�r and sew�r s�r�ices, ��v�n�en1, fences, w�ll�, sprir�k��r sys��m pipir�g, etc,, at r�a ��r�t to th� �ti�rner_ A11 cas#� �ar tre� r�rr�r�v�l, ir�cludi�g Yer�par�G'y s�rv�c� costs, shall �� ��r�sic�erec� subsidk2��y ko �he proJ��L c��tract ��ic� ��rd r�t� adc�iti�ria� �aymerk� w�ll be alkow�d. D-8fi T��T WOLE� 1`h� ��It�� of sub��a�f�c:� �x�al�r�,#tiorti t� ��certai�r th� r��kure af the soF�s, ir�cl�dir�g the a�rro�rr�f r�f r�ck, if a�y, th�ra�gM� �vhich lhis p�peline i�st�llatio� is to be r�7a�i� �; #fte r�spor�sib�lity af �r�y and all �ros��ctive bic�d�r�, �E►d any C�idc�c�r ort k��i� pro3��i sYt�fl su�rni# Fris bid ��ntl�r this co�dll��n, l+Vh�ther �rc�s��c�ive bidd�rs p�e�orix� lhws �ub��ef��� ex�lo�ration }�ir�tl� o� ri�c��p�nd�r�Ely, �nrt� +n+}�etl�ef �hey m�k� such determin�tion by #1�� use of �est hol�� �r �k�rer nn�ans, �h��El ba left to th� discrefion of such p��s�O��tiv� bidr��rs. If t�st #�orings h�v� t��en made and are provid�ti for bit��er's irtform�tion, �t the I���ti�n� �hvwn �n th� loys o# bor�n�s �ri th� ap��ndix �f �hi� spe��f�cal�on, it G� ���ressly d��l���d th�t rreiE��r t17� �i#y r��r th� �ngir��er guarar�t�e� tha ac�urecy for t��� tnf�r�ati�n o� tN��t th� materlak �n��un��r�t� in ex�2�v�i�ion� is i�h�e s�r�e, eit�r�r in chafa�t�r, Iq��kior�, oe el��+aiion, �� ��own an #h� boring log�, I# s�rall h� th� res��r�si�ility of tl�� bic#��r ta make sucr� ���bsur#a�� inv�sNg�li�n� as h� ds�rr�s n�c�ssary t� det��m�n� ih� nature v� the m�#eri�� ta bo ex��vs#ed_ TI�� ��ntr�ct�� a�surri�� ��I res�onsii�i�il� �or Interp�el�li�n o� tl��se r��ords �a7d for m�king �nd m�arrtaining th� r�t�ui�ed �xc�►ratic�n 2�nd c�f ���ir�r� �iher wor� �ff��t�d t�y th� g�ology afi k�ry sit�, TY�� cc�st of alC r�ck r��r�oval �n� ot��er associ�t�d �p�urt�na��es, I� r�q�uir�d, shal� �� in���ded in 1h� lirre�r #o�� b�t� �ric� of th� {�i}��. D-87 I�U��.I� NOTiFI�ATI�hf PR�OR T� BE�Ihlf�liwt� ���V�7F�U�TIDN Pr��� �o be�inr+i�g cnn�tFu�tton on any block ir� the �aro�e�#, t#�� cantrac#�r stt�ll, or� a hloc�C �y bloc�c �a�is, �rep�rc� �nd d�.5lfv�r a noti�e or fly�t �f t�e p�r��int� c�r�str�cti�n to th� fran� daar oi ��ch r��id�i�ce or business that will be impa�c#�d b�r ��nstr��#i�h. Th� r�oti�e sl��ll �3e �repar�d �� foA�ws- Ta�te i�oti���tion n�kir,� ar �C�+�r sf��ll b� p�sked sev�n (7} d�ys prior t� ���innirt� any corrst��c:ti�n �cki�+i#y orY �ach block �n il�e �eo��ct area, T17� fly�r sl��li be pr�pa�eri on lh� C;�r�tractt�r's lett�rl���c� �nd sE'M�RI inclt�tl� lh�� f�ilowi�� i��arrr�ati€�rt; h4ame of Pr�j��t, QOE fVp.. S�o�e af Pr�j�ct �I.�, tj/�]� �� C�f1S�f�.]C��Or'k ��tlVfl�j, 2Ct�I�I C��1S�1'lJ��rC?Il CIL4f��ID�1 W1�I�ilf1 tl3i,' �}I�CiC, the r�arn� oi the contrac�or's f�r�m�n a�td his pF�c�n� e��rmber, tk�� �am� �f tfrc� ��ty's fnsp��t�r �nd hi� pEio�r� r�u�rr#��r �rNd Ch� �i�y's aftcr-I�o�rs �akti�n� r�urr�b�r, f� ��m��fe of th�'}�r�-��r�struclion n�#ific�t�on` f ly�r i� attached, The c:or�lractor sh�ll suL�rriit a sc�edti�� shn�r�ing tk��: ��r��tr���tia�r sfi�r! ar�d �F�ish time far ���17 bfack of the �roject to the ins�ect�r 1n addiC��r�. a copp of �h� fl}rer sh�fl b� d�liv�re�i lo lh� �ity o�rr,�roz 5�-60 P�I�T p - ��E���L ��1V�1�`I��l� lnspectar f�r i�is reviev� �r�or tr, bein� t1i�#rib�t��_ TEti� cor�tr�ckor �+ili not bc al3aw�d �o l��gi� �:onstr��ck��r� ��� a�7� �lock untrl lhe f���� Fs dellve�ed t� al� resid�r��s of �he I�I��k An el�ctro�ic �rcrsior� �f �he sa�nple �E�rer can be obtaine� from ih� ��ns#ruciian o�Fic� �t 87'14830�►. A�I worlt �n�+oi�+c�d with #f�� pre-constr��tion noti�G��tior� #a�er s1�a11 t�e carisid�red subsicliary �� lh� cor�tract pr�c� a�r�i na addi�i�r�a� c�mp�ns�#itar7 ���all be rrr�da D�88 TR�F�IC BUTTON� Ti�� ��rr�o��l ar�� r�plac�ment of #ra�Fic but�ons Gs #f7� r�s�art�r�sibiltty of th� �onxra�#or ar�d sl�al! be car�sid�r�d � s��Y�sic#iar�+ iterr�, In ihe �ver�t �Mak Il�� car�tracCor {�re��r� fpr the �igr�al�, �i�ns ar�d NJ�trkin�s bivis��r� (SSGVID� af #I�c� Tr�r�spor�atkon�Pubaic 1Norks De�artment ko �r�sl2�IJ �he �r�a�k�ngs, th� tor�t�actor shalM cantact ��h�ib at (8�7) 871-$7'7Q �nd shall reimt�ur�� ��fi+iU f�r �al c�s#s Incurred, l�o#�� l2�b�r ��d rn�k�ri�!_ iVo �cid�lional carr�pee�s�tion s}7ail be made to tY�� �onl�actor for lilfs reirrll��ts�rr�enk. D�$9 9AIVITA�Y �EW�R �ERlfl�£ �L�ANQLIT� 1+VE��n���r a sar�it��y �ew�r s�rvice lin� i� knstall�d ar repl2c�d, the ��r�t��ct�r s��ll ins#�11 a two- w�y �erv�c� cl��r�+3�rt �s sh�uvrr �n the attacl�ed det�il, �I��nouts a�e ko �e ins�all�d o�i# o� higl� traFfic areas ��ac� �� rt�rive+,+�+�ys, �la���is, sid�walks, etc, wk�enever pvssi�l�, Wh��r �t �s r�o# poss�bl�, tl�� �I��nou# sk�c�C ar�d cap sl�al� k�e �2�st �ron. Paym��it for al1 waT�C and material� ne�����ry f�� t�� i��ta�lation of �F�� twa-+rva�r servs�e cf�ar�o�1 w�rich �r� {�quir�t! #p pro►�i�� a corr��le#e and fu�c�ion�l s��i�ary s�wer ��eanout s1��ll be inclu[��� irti tlti� price bid for S�r�it��y �ewe� �c�rvi�� �lean�u#�, D-9� T�11�P�RA�Y PA�1��MENT FtEPA1R T#te �on�����or shall pr��+ide a terr��orary p�ve�en� re�air �mmedi�kei� ��er lr��ckk b2�ckfGll �r�d campactior� usi�g a minwrr��m of 2�i��hes o# F�at mix as�h�l# �v�e a�ninirnurn �f G�ir�cMes �f corrt�act�d fl�x bas�, Thas tempor�ry re��+r sl�all be rolled t� �r�vid� a smooth tr�r���ki�n �a��w��n �h� exislir�� {��uerne�� �nc! #l�� t�rrrp�rafy rep2�kr, Th� �r�il prica bit� untl�r th� appeopria�e �id it�m of th� proposal �halk ��ver aA �os#s fo� ptov�d'rng t�mp�rat� pa�+emer�t fie��ir far all ��«�t cuts pr�t�r io str�e# �e�or�struc�ian_ �wr�ro� SC,� 1 ���� �� — �I�������i��,. �����1�� ���������� DA•1 DJ�-� C��1� DA-4 �A�S DA�� �A-7 �7A-8 �7 Dla►-� b1�-'IQ DJ4-i 1 DA-'I � QA-'13 DA-14 4M17 DA-� � DA-i 6 DA�17 DA��8 DA,'�9 i�rA-�� D14-�1 I�A4�� i�A-Y� DA-24 DAµ�S ����� �tM1`i! �� "i.D SJi'S'i.7 RA �� D�1�1 D�►�3� DA� 3 D�1-34 DA� 5 �A�fi DA�T C�A�� DA�3� DA�O �A �4'I DA �2 DA�43 DA �4 b1�4�45 D�►�46 DA-4T �I��I�I�J� R�H�1BM�1�`J�7�D�# �klR�D-IhI-PLA�� PMP� - ��IT ......................... ..........� Pi�� EN��#ft��hA�hIT �Y�f�ll�l - �i�IIT ,,,,,,,,,,,, , ,,,,, , , , „ , ,,,,. ,. . ,. ... . , ..............� ��LD I�ND ��1�hA PlPE - OMIT ......................................,..........,.....,...,,..,,.....,...,,,,,.,--•--� �LIPLIh1iNC �3�MT ................................................................................. .. ........ . ... . ....3 PIPE Ih1�TAL��D 8�f ��HER fHAfV DPEt� �UT -�N117 .................,...,...............,,,.....� ��FtVi�� Lyl�� P4i1�'f REl�l�l�t f�L�1#N�LI'I' �t�Pl#iR - OlY11T ......................•---,-,--•„__3 PR�T���IIl� MAi��#�1�� ���4YI1�C F�Ft ���2R��I�IJ PR��E�TED�! - OYwI[I'� .....,..3 M�INHO�� I��H�4B1lITA7���V - OfwI�IT ............................................................................� �1 �UR��4�E PFtEF�AF�ATI�hI ��R MIA?JH�L� R�HA�BMI.ITI4TC��1 � �I�111T---• .................3 �r����tto� ��n����.� �����r�� � n�i�������c��� ���tr�� s�rss�� - ���r ......� iN'I'E�k���t 1��#I�F{DL� ��J�T14U� - QiJ�D�� �1f�T�N1- �I�I�"C ........................,....,,...,.� 1�1T�RIQFt I�hA1�W��.� �t]14�'I�C� _ �PFtAY YI��4�L. S1f�T�N1- �MIT ............................� ��VT�FtI{�� rWIA1��i0�� C�A�I�l� - F�IId�Tk LIIVI�1� S1l�T�I�L -�NII'I` ..........................� EP1T�FtIOR NIAI�HOL� �OATI��: P�RhI�A��4��' �lf�l`�NI I�JTH EP07CY Ll�1�R - 3 Il�T�Ft#�R �hAAN�#OLE ��{�TIh1��S"M'RON�-S�.r4��`��T�III� -��IIlT ...........................� �tI�ID �IB�I��I..�A�� N�l�11�I�OLE ��N�ftS - E}lwIIIT .........................................................� PV� 1.I�1�D �OfJ�R�T� 111fAi�L Ft��Qfi��TF�i��Ti�N - �IIAIT ......................................� P�t��Sl1FtE �1�011��N� - �IMII�'I` .....................,.........,,...,...,,,..,...,...,...,...,...,,,........,,,,,.,..� V�#��.MU� T�&TiIV� �F ��WABI���I��ED NIAI�Ii�LE� - �11�1'� ...................................� �IB�f�C�1.�S� I�AA�iH4L.�� � �AAIT .................................................................................� LO�ATi�N AI�1D E�tROS�.IRE OF hIIA�H�LES �C�ID WJ�1�'��t 1�Jd41.11E� ......................� F���I.A��ME�J� �F ��h+i�F��T� �URB AND G�,JTTEF� ..............................................� E��i�LA��11���IT �� B" ��t��l���'� Df��11��NA`i'� .......................................................6 REPLA�EAI�EMT OF I�i.1�R.A,C. PAl1EAAEt+IT AND BA�� -�INM7'...,.,..., .........................� �RAD�� �I�I��Fi�D ST�NE� ......... . .......... ....... .. . „ , ,,, , . , „ ,,, ...................,......� YY�LiLi� I�ILLII'�k7 �Yi �� V�y iJ���f7 �.4/� �i��� � ...................................s.......+..s.......,......� B�l7� �i�4�lT� — lY911.�..�D - �MIT ....................................................................................6 i}� Il.RI./"S.LFa 374I��i1�� �I��L!'kx7� � 1 1 r� S11'1w1 ��/\� •,.......,. . .+..., ..• . ...ss . .................V i./ REPLA��M�Nt OF T" �ON�RE�E V�4LL�Y CUT"�EF� ...............................................T I�i�iN 7"' ���I�EtE�� YALk.�Y �I�TT�R :...... . .... ... .. . . . ..........................................7 I�EYIf �"° �'f`AI��A�� 1�YIi�EL�l�l�11� l�IIAi� ....................................................... ..........8 �'" P14VENME�IT P#JL1IER�ZAT��N - �11�I4T . . . . . . ..........................................................� ,...... F��Ih1F�R��D �O1��RE"f� PAIJ�lWI�h#� �Ft BIdIS� �UT1�,qT1f �I.rT} :...........................9 ftAIS�Q PJe11lEM��1T N1�4�t�tERS-�--� ............................................................................ 1� P�TElV71�l�.Llf F���'R�l.�kll�ll ��lJT14�lIhlAT�D NlATERI�4L H�I�bLl1�� ; �MIT... 'l0 �OAD1�1C, Ti�AfV�P�FiT�4Ti�{�, AI�� Dl����J0.L O� �OI�T�►II�INAT�D SOIL � OM�'� 1� ROCkC R�PRAP - C"aF��1,.fT - FILTEft F�BI�I� OIIAMT ,...,... ........................... ... .. ... . ��CV�f2�Y� PIP� FN�"fi�N�� AhID �P��kA�.� ............................................................ UN�I..A�S�FI�D �TREET �.�€�l4VJ#T�OI� ................................................... . ... . ... .. . �l�AD�D ��tLl�liED �T�N�� ............................,..,...,,..,,,... .,,, ,,,.,,,,, , „ ...,,....,,. �" P�E�F'�Rr4��� P�P� �IJBDFtAII�,, ,,,,,,,,,, ,,•---• , . ,,..,,, ...,..........,.......,.........,,, _ FtEP�.r4��ME1�#� OF 4" �ON�R�tE S�D�INALFC J4NG tEA��N14L�'C : ................. Ft£���Y411A��D�E� ��Gil1��l�� �F �OF�1�TF�IJ���O��l ........................................... �L.��4Rl1�� ANk� CFtUB��Nfi : ............, , ,. ,. , „ .. , .. . .......,...,,..,...,..,.,, , . , . ... UTI�IYY AD,�#.��tMENT: .._...__ ...........................................,...,.,.,...,._...........,,.......... i *��" � �" ��F�P�R �Ef�11l���:,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,....,..,,...,...,...,,,.,.,,..,,, L#�1T�RPF���ATI��J AND PREPARATIOI� OF PFtDP��O�L :................................. i0 1� 11 1 '3 ._„1i ..... fi � ,.,.. "!� ... , '�� , .... '1 � „„ i� .... , 'I � r�rosro r A��- � ���r �� � �►��N�i�r��►�.,. ������k�.. ���v�����v� ����� ���-��r�s�'��c7�o�a r����r�e���000 ���rMr�� :................,....,...,........,.....,...... �� ��a-as ��r���'�u�x��� ���,�c��: ................................,........,.,.....,..............,...........,.,,,,,...... �� DA�.S' � �"�`A�VDAR� �TREE� SPE�I�I�ATI0�1�;,..,,,,,,, ,,,, , , , , ,,,,,,,,,,,,,, ,,,,,,, , .........,.,,..,.. � 5 bl#-67 5" H.�19.�4.�. �URFI��� ��UF��� �i�Y�E "'�," 1�lIF�� {T�i�kn��s Totsrances and t�MA� Te�ti�� Pr�c�du�s};.._,.,_,.,.,.._„ .................................................................................................. �5 [�A•5� I.INI� �'�`A�1LI��C� SUB��t1��E :................................................................................. '�� �J1-53 LIhA� ��R �TJ�Bii.�,�ED �IJB�RAD� : .....................,.,.,...,......,...,.....,...,,...,.,.,.,,. _._.. '�7 DA�A PA�IE[ill��l� �TRl��hf� :................................................................................................ 'i7 v�i+-�� �F'�� 1 L:V 4 ��1� L#� �I\lr7 111+117 V�ff1� �I+ILJ �71J 1 1�R� LJ�F�ICl��� Ii�f'RV/iV17F . +� � .,.�.....-�-+-�-y�...--Y-'-i*-'-` �"-y-�-'Y--------*....-�...�---.-+.,,....,�.,,- *-•-•--- -*... ..,.........+... ... 1 . , , . , � �I#�� �IRi"'4V IfV'tl'R�I�IVIY......... .................,...............,,...,...,.....,...........,.........,...........,...,..,, �� frvr����r l�1���2 P�4i�T �A� � A[�DiTI��i�4L �P��IAL ��I�Dl�l�i�� � DA�'I P�PELINE R�HA�I�.ITATION �UR��mIN-PLI�C� P1PE - �MIT � DA-� PIPE ENL�IR��ME�1T �`f�TEM - OD111� D�4m3 �'�l.l] �4ND FDRIUI PIP� - �?4VIIT D�1-� �LIP�If�I#+l� - OMIT DAry6 PIPE IhJ�TAL.I.�I� $� O�WEf� iHAk�1 ����1 �UT -�f4�li 1��1-� ��RVI�E ��hkE P�ihl�f R�P�41R I��E�IIJOI�T I��I�►41F� �- �l�IIT L}A-7 P1��7E��IVE MI#NF�D�.� �O�Tlhl� F�R ��I�I���I�l�l PROTE�TIOhI - OM17 bA-8 MA�VHOLE FtEHlS►BI�I'f ATI�IV - O�IIT DA-9 �URFA�E PREPAF�AT��1+� FOft 14�ANN�L� I�EH�#BIL��AT101� - OT�1'� DA-']Q INTERIOR �11�IIVHOL� �OAT�N� - MI�I�C}�I�.1CA�E MORTI�R �1f�T�At1 � �MIT D�1-1'! IPJTERI�� MAI��iD�� �O�1�IN� � �UA��]�X �`�`�T�f4� - OI�JI�T DA-12 4hl��Rl�k NIANHOLE Ct�AT1N� -�P12AY WI�LL �Y�T�IV4 � f�I�IIT �A-'I� IN���IOR Ih�ANH�L� ��ATI�IG - F�Jol11E�V L�NI�V� �`�'�TEhPI - OMIT DA-94 1N7ERIOR �AhlH��,� �OA�I#J�: P�RI�IA�A�T �Y�TEM WITH �f'O�*� LI�JER -�Ml'� DA-1� INTERIOE� fV1�4NHOLE �iD�ITiIV���7F�01V�-��#1L-SY���NI - �lY1�T DA-1B E2k�ll] �iB�Rfi�LAS� Ik�}#�h1H�l�E [»ENER� - OMIT DA-'�7 PV� I�lhIED �ONCR�T� 1N�L.L Ft���3'+�STFZU�TI�I� � QM�T DA�-'#�8 PF����U�2E �RDIi�'Ii�C t ONI�� D�4�'19 1f�4�UUM TE�TIi�I� OF R�NABILITA`F�� N��#hiM�LE� - OMIT I]A-�� FIB�R�LA�� I4A�1h1HDL�E� - OIh�IT DA��'I I���ATiOhI Ah�D E�#��SURE OF M�4NH�LE� Ah1D WA�E�t 1fAL1J�S �'he con#r��t�r s�all b� r�s�or�skl�fe for loc�xin� a�d rnarl�ing �II p�evto�sly expas�d irranho4es a�rti w�t�r �alves in each slr��t of th�s c�rrtr��t �ef�r� k��� resu�Facln+� pro�ess �omrr�ertcee for a parlic�lar stree� T��e conlr�ctor sYr��l �llemp# ta in��utte ��te ��r�strucCi�r� E�gin��r (if h� �s ava"rlabM�) in ll�� obse�v�tion anc� �r��ricEr�g �ctivity. kn �ny ev�n# � str�el sh�li b� cot��p��tely rn�r�Ce�! a r'�inimufn �f ���� ASC�3 ����r �� - �������rv�� ���ci��. ��n�ai�i�rv� iw� (�} wc�rkir�� ��y� #���or� r�:�urfacing �egi�rs on arr�+ street, I�ha�3�i�� the c��rbs wikh pai�l Es a r�co�rr��ended pro�etl�re. �C sl�ali b� �I�� cor�tractors ��as��a}s�hili�p �o nokkfy th� ui��l�y r�rF-i��a�kes ka��i I�� h�s ��n�mer�c�d w�rl� on th� p���ect, As ki�� tesurf�ckn� �� ��rr�p��t�d (within sam� c��y} th� conlra�to� sl�all �oca#e kh� c��er�d rnar��role� �nd val�+�s and oxpasa th�r�r for later acEj�Estmenx, Upon �ampl�#i�n �f � str��l l�� �on#raclo� �hall n�ti��+ the ukilfki�� of EF�t� corr��le�i�n 2�r�d �r�d«�t� tk�e si�rk �F t��� next one �n order for if�e uk�fikies k� a[���rsl ��cElili�s ��cord�ngly, Th� �ollawing are uti�iCy ca���act �ers�rr�: �o�n�a�y 'C�I�}�k�or�e �lu�nb�r �a�thwes�ern �elf ��I��h�r�e ;33�-��7� �'�x�� l.�tili�i�s �on� �#ar �ily pf Fo�t WartE�, �treet Light ant! �igna� 33��9�1 � Ex#, �1 �"l 33fi-936� Exl, G�B� 87 � -S � �Q Cvnt��l I�erson "Hot Lirte" Mr Roy !(rug�r Mr ,l�m �er�n�tk AIJr, Jim E3o� 1+1�a�C�f �Icl Df cours�, uiti��r fho t�rms a� t�ris cantra�t, ti�� contr�ctor shall �;a�np�et� ad��sim�nt of #h� s#�rm [�r�Fn �htk 1N�t�r �7�p�rirr�e�tit ��cili�i�s, ane traffi� lar�� at � tir�r�e w�#hir� ffv� �5}worl�ir�g tl2�ps �fte� comp��iin� t�e faying of pr�p�s�d hl,iUd,P�,�, t�v��l�� atfj�c�nt #o sai�l ta��l�tias. �ny de�ra��ior� from t��� �bov� p�oc�dure �nd aMlo#ted woricing da�s m�y result in th� sktiut do�r.+n of t�re r��ue����ng o�er�tior� #�y t�� ��raslru��i�� Er�r�in�or, 7rie cc�r}tr�ct�r �hall be r�spor�si�Ce f�r all materials, aquipm�r�� �n� I�k��r to �r�orm a �xtosf accur�#� �ob �nd �Ik �as#� to th� ���tr���or shall l�� fi�ur�d s�bsidlary t� l�ris c�r�tract. DA��� R�Pi.A�EMEI�IT Q� �ON�R�TE �URB AND �UT7�I� These pravisiv�� requi�� tE�� �orrtr��tar lo r�rn�v� �II f�i3�d �xis�ing curt� artd �ulter, as d�s��r��#ed b� t�a� �or�strW�tion En�ineor, ar�d r��la�cc v�+ikl� skan��rti corti���te cu�� and gut��r, I�yciown �ur� �n� �ulter, or in li�C� �ti�d, es �ov�rn�d by #he standard �i[y �p�c�fi�a#�vn�, I��m i�tr�, ��� "Rern�v�ng Qld �o�cr�te", ���rn �Jc�, �0� "��r�cr�t� �urb artd �u�te���. �nd Drawir�c� hJos, ��5� kl�roslgh �-S�, P�y lirni#s fo� I�ydow�r c�rb and g��tt�r �r� �Y�vwrr in C}r2�wir�� N�_ �-�� o� tt�� Star�dard �pe�i���ki�r��. ��ntr�cFor shall saw c�t the ��rb and gutter and pavement pri�r to rem�vai_ In�l�ided, and figured subsidiary to this un�t pri�e, tn+ill b� tl�� r�c�tairr�t! sawcut �xcava#ion, as per �peci�'��2�tion I#em N�, 1�S "I.1nclassi�G�d �tr�et Exc�vation". in#� i�� sire�t to �id in the cons�r�c�ioe� of th� curb �n�t gutt�r. '1`he ��y lim�t w�ll b� �" ��# fr��n �hc gutt�r f�p, wfth sa�n� �ay I��uf-�ff of �hc� ��m��+ed rn�t�ri�l �� a s��tabl� dump site. T�e stre�t vc�fd s�all b� �akled wikkY �I.PUI,A,�. "T�rPe �" mix as per s�ci�ic2�tion �lo, 3�� "Asp#�2�I1�, �ils �nd Em���sior�s", Ctern Na, 30�4 �.�rim� �o�i" �ntl Item �o_ �� � "�I�l P�+}ix �1sph�at�c �oncf�t�" anc} carnpact�d to st�r�d�rd �il�r d�r�siti�s ae�d top sail �s per specifi�ali�R� it�rn lVo. 116 "T�p ��il", k� �7G�E{fEC�, sh�1C b� add�d and I�v�l�c� #� grad� b�hirrd �h� �4i�b_ �x�skir�g irr�pr�v���n�s witl�in t�� parkwa}r sK�c�� as watet rr7�t�f�, sprinkl�r s�+st��rr, �tc, damagec3 during const�-uction shali C�e r�pla�er� vt�i�C� s�m� or b�#ter ak no c�st ta ��re �iky. � ��u�;a� A� �-� — --P�i�T D� - �1DD��I�I��L �P���AL ��fV���'���� ���kfill for c�rb and g��tter sflall b� camp€ek�d wilfnin f��Frteen {�i�) ca��nd2�r day� f�otri #Pa� da}� af t���r�olili�r� I� d�tc of completion, If il�e can�ract�r f�il� t� complet.� EY�� worE€ wFt�i� ���arteer� {1�#} calen�l�r da�+s, ��1{}Q d�i��r ��c�u;t�al�c� c�arnage wil! b� a�sess�d ��r blo�k p�r d�y T�e ur�it �rice bid per li�ear f�ot sE�all b� tulk ��r��ensatron foe all �ai�rials, I�.bt�r, e�ui�rr��n# arrd 'tnc��ent�Cs necessary to �o�'npl�te #h� vrrork�, DA-�3 I�EI�LA�EMCNT �F 6" ���1Cl�ET� DF�11l�WA�Y� Tliis it��n s��ll Ik1Cli.l�� tF�e �erx��v�� and rep�ace�'ner�t of existir�g cortcrete ��i�+e+r�+�ys, du� to d�lerioratior� a� i� situations v�h�r� cu�b �r�d gut��r �s �e�l��ed #o ���ust grades ta �1iix�inate p�n�ling +r�at�r wi#h s�n-r� day k��ul-off of t1�e r�movetl m�t��ial to a su�t�f�le duax�p sil�, �or s�eci#i��E�ar�s go�+�rn�ng ihis Ft�m se� Itefin �1�, ��� "F�emoving ��d �ot�cr�#�", It�m No ���'. �or�cr�t� �ic��w�lk 2�nd Driv�wa��"_ F��y �imits �o� �oncr�t� driveway are as �howr� in Dr�win� �lc�_ �-�� of th� �tanc�ard �p�cificatian�. Th� �nik pr�c� bEd per squ�re yard s��ll b� full com�ens�tior� for ��G I��or, mat�rfak, equiprn�nt, �uppli�s, ��rd wr�ci�i�r�t�ls necessary to comple#e kh� +r�ork. DA-�4 REI��.A��M�IUT �F H.�II.�4.�. PA1lEM�hi� Ahll] �A��E -�MIT DA-25 �I�A�ED �RUSH�f? �7'�N�S T�ris� ilem �I��i� be us�d kv r���ar ihe �ail�d ba�e rnateri�l in ar��s exceed 6" ciee� as directeti �y t�e En�ine�r, 7h� rrr�teria! sh�ll be graded cru�i�ed stones, Fo� speci�'�c�tE�r�s gove�r�ing li�is it��n see It�rr� I�o. �08 "Fkexf�k� Base". Th� �ir�Ft �rR�e bid pc�r cuk�ic yafd ���II be full ct�mp�nsation �or �il rn�l�rials, Iaba�, �quipm��# a�td Mnc�t��n#a�� ne�es�ary to c��pl�te th� worlt, DA-�6 WED�E MI�.LI[V� �" T� 0'" D�PTH �.1�' WID� �. Desc�ipt€on Th�i� it�m sYra�l �or�sisl of fnilling �h� �xistkr�g p�v��nen� f�oir� the IR� �f gutker at 2� d��#h �� �" and kransitior�in� to mat�tt #ha existir�g p2�verri�r�t {�" ct�t� a� a min�rt��rr� widtl� of �', The 4'7(1S�IC7� ��V�fT"1�1"1� �� iF� �'i1rI�BC� Vi11�1 �II�Bf �� r�S�1"3�1�, conc�ete, or bri�k p��+��n�nt. Th� renaov�� and dispos�l �f ih� milfed m�keri�ls shall be a� �ir��k�d byr the �ngkrt�er, Th�e mill�d s�rface ��r�i� pravid� 2� sm��t�r surfac� �re� fror'� r��Uge�, ri�iges, ��i film, �n� atk��r imperfe��i�ns �f wofkm�ns�rip snd sh�ll h�v� a urrifo��n #extur�d app����nce_ Ir� �II sit�a�tior�s wher� tl�� extstir�g H,PIrl.�1.�, sur�ac� ����kac#s ti�� ��r� �ac� th� +rd�dg� rnillirrg sY�all Ir�cl4tde #h� r�ma�+al �f th� ex�sting asph2k# co�r�rir�g the g�lt�r up to a�d alorrg tk�e f�c� of curb The we�l�� rr�illtn� oper�tians �ar #has proj��t wakl b� perform�t� ir� a��nti��ous m�nri�r �l�r�g �s�th sici�s o� ll�e streei. ����i1s of rnilling lo�ation� ar� �t the �aci� of this d���m�r�t, �a�tractor is r�q��red to �ae��n #k�� o�+erlay. wit�7+r7 �Gv� {�� caler�d�r d2�ys fr�m t�e date �fi t�e vuedg�: rt�illing c�rr�ple#Gon of an}r on� s�re�t ����i�d tk�e coi�#ractor fail t� meet ��is �c�ri�i�kio�, the wedg� rr�illir�c� u�+iGl k�� sh�# �o�+�r�r, and li�utd�t�d d�ma�e oi �SU�.4U per da�+ �a�o�ro � A��-� � ���� �� - ��������i,�4�. �����J�►�.. ���������� per s#reel will b� �sses��d urtiti! all w�dge rnil3ed srrcet� �re o�+�rlayed. ���� o�+erfa�r, �nce ��g�n on a s#r��t �17�11 �o€�tin�re u��it�tcrr�p��d untiM �ampl�t�_ Tli� �or�iractor �h�11 i���rl-off thc ��rr�av�d ma��rial to a��r�a�l� d�rr�p �it�_ B. �qu�prnent �he �t�tai�ment far roRr�ov�ng the ��verr���rt s�r#ac� shall i�e � po�v�� operat�d il�ill�n� mac�irt� c�r oti��r �qu�k o� E�etter ����ta�r�i��l m��ns ca��aable of ��rr��ving, i� �ik��r on� p�ss or twa pass�s. i�� ����es��ey pavemert# tltii�k�7��� in 2� five-fooi ��n�n�murn wiclif7. Tt�� eq��ipm�r�# sl��lE b� �el�-prop��l�t� wikh �uffiicient power, tr�clior� �n�i s�ab�li#� to �ain#ai� accurate d�p#1� of �u# ar�� s�o�e. The m�chine shall b� �q�i���� +r�rfh ar� inkegr�l Mo�ding �r�c# r�cl��rni�� m�an� t� imm��i�kel� r�m�ve mater�ai E��u�� cut from #he �urfa�� of the ro�dway �nd discharge kl�� cutiir�gs �r�lo a truclt, all in c�n� opera�i�n, �1�ier��at� b���C-up �quiprn�r�t (ni�chanical ste�et sw��p�rs, lo�d�r�, �rr�#er #ruck. etc_� aG�d p�rs�r�n�l will aaso �e p�ovid��# �� k��p tt�+irtg du�# to a rnfnimum and to insur'� kl��t �IM �uttings ar� rem��+�d fr�rn slreet �ur�ac� dailY- �i�ckpit�r�g o� p�an�r! r��t�ri�l will nak be pe�mjE�ed on th� pro�ecl sG#� unless [��si�nat�� i�y t�r� En�in��r, 1'I�e ma�hi�re shali b� �qu�p�x�d +n+ith m�ans tp c�ntr�l dust r,r��t��i �y #I�e cutCir�g ac�ion ancf si��11 ha�re ���r��tat syst�rn provGdln� �ofi uniformfy varying th� d�pth of c�t w��i�e th� mac�ine �s in rnokior� �he��by rn��tin� it p�s��ble to �ui f��sh !� aCl inG�ts, r�7anho��s. or o#I�er abstruc#ior�s wi��r�r� #he �aved area, The sp���i af k#�� maci�ir�e shall !�� vari�bl� i�� �r�ler ia leav� th� t�esir�tl g�id patt�rn s�cifi�� �r�t��r ���Face Text�re. Tf�� u�it pri�� i�i�l p�r li��ar feet shall l�� f�El c�r�p�n�ati�r� f�r aIJ la�ar, materiai, �qu���r���t, tooas, �nd iG��id�r�tals r��c��s�ry �o cample�� th� v�rorl�, ��1-�� BLlTT ,lQ1NT� — IVII�L�� - pMiT �A-2� �" H.SUI.A.�. �UR��4�E ��1.���� (TYPE '��" Ih�117Cj : �411 ap�kicabJe pr�visit�n� of �#anttard �pecaft��tipn�. �t��rr �Vo�. 31 � "�-{oE�Mix �sphalfic �ar7ceet�", ��Q "As�sl��lts, ��Is �nd ��rn��s�ons", 3C�� "E7rim� �aat", and �� 3 "��ntr�l f�i�nt i��r,yr:�inq-AspFr2��# �ancret�" sl�all app�y ta t�r� �or�s#t�u�#ian rneihods for l�ii� �q�ki�n t�f [Y�e praje��_ Stae�t#ar� ��e�a�R�ation �'42,5 (�} sh�ll b� r�vised as follows; T�ro prim� coat, tac�C coat, or th�e �s�hallic rr�ix�u�'�: sl��I� not be p��ced �rnf�ss th� �ir tem�er�Cure is T�#}� (��} d�gr��s ���r��tli�it ���I ri�ii�g, #f�a �emperat�tre i�e�r�c� t�ken rn the shade anc� aw�y fram arkifi���l h�at, A�pF�al�i� �aicfial sl��Il �I�o n�� be �12��ec� wh�n tne w�nc� ���dl#lons �r� unsuita�l� in th� a�ainion vf k�� �ng3n��r The co��tf�cCor s�a�l furr�Esh �pat�h d����n of th� �rop�s�d hot rnix �sph2��tic coe�cret� far �ity a�pr�v�l 4� h��ars prit�r #a placRr�g th� H.N1,A,�, t�v�rl2�y_ Th� �ity wifl provi�� I�I�nr�t��y �or�trol �s r��cess�ry. 1'�� un�t �rice i�id p�r squ�re yar� of �I,M,A,�, c��7sp1�t� and in pla�e. sh�11 h� full cornp�r�satia� foe ail I�bor, Tnale�ials. equipm�r�t, #o�l�, ar�d ir�ctder�ta�s nec�s��ry #o cor3�p��#� �he work, �aroe�f ASC�G �J�k�� ��l - ���������4� �����l�l� ����}��M��� DA��9 I�EpLA��M�.P�T OF 7" ��N�F��TE 1lA�E.�*�* �U77Ef� �'his iE�rr� s���l ir��l�ti�: ti�� r��r�ovai ar�d recor�skruc#ion �f �x��#�r�g c�ncrete v�ll�� �u�ters �k loca�ions to b� de�ermir�ed in f�eld- R�m��+�M �f ��cis�ir�g cpn���te uakley, asph�lt p�ue�mer�t, �on���ie base, curf� an[! gE�Ete�, arrd ne�es�ary ex�av�iian to �i�slalt l�e �on�re#e �ailey gutter� �11 sh�il F�e sul��i�iiary to this pa� ik��� F�rnishir�g an�l �la����c� of ����' c�n�r�[e �ase and cr�sh�ri �irr�es��ne lo a��plh a� �ire��ed b�r �he �n�irtc��� ar�� necessary as�hait transi#ions as showr� in the� �on�fe�e vall�� �u�t�r tJ�tai�s. s�ralC be s�k��iali�ry to �his P�y G�er� �ee �tar�dard s���ffication �tem �1�, �14, "��nc�e#e Pavern�nl", kkerrr �1� "Hot-Mix Asp��llic ��ncr�#�", fler�ti hJc�. 7{]�, ���e��rov�n� �1d �ori�:r�t�", �lem f��_ 1�6, „Unc�2�s�Rfiec4 �tree# Ex��vailon" Item !�lo, ��8 "�aexible Bas�," N1�asu��m�r�t f�r final q��an#i�i�� of �+all�y gutkef will b� . b�+ the sq�are �+afd of concret� pavernerri and tf�e �urb ar�d r�ult�r ��cti�n w�ll b� In�1uc��d, �or�tr�c�or m�� �ubs�itut� �" r�or�-r�inforced {�;27} �oncret� B�s� in li�u af �r�sh�d �tone at n� �rldi�ionaM ��sk, �ee ltem �14" �vncre#� E'a�+�r���t". Aspf7�lf ba�� m�t�ri�l rn�y b� req�ire� at t�mes �s �lirec��c� b� t#�� Enc�ir���r #o expedike x1�e worlc a# loc�#ions �dentified ir� ihe Fi�ld. 7h� �o�crete sh�ll U� t�e�ign�G #� �c���v� a n��niir�urr� cornpr�ssi+�� s#r�ngt� of 3��� p�ur��s p�r s�u��e �ncf�, �or�tractor �hall vu���C �n one-h��f af l�alle�+ ��#�e� a� a tirr��, and th� ota��� half s��ail be oper� to �raffic_ W�rk �hall b� c�rn}�teted on e�ch h�l� witl�in seven (7} c�l�r��i2�r d�ys. If t1�� c�r�lra�t�r �ails ko c�n3p�ete lhe w�r� or� each l�alf v�iih�r� seven ��� ��1�nd�r days, ��� �� �Iollars liqu�d2�#eti [��ma�� �+ill l�� �ss�ssed ��� ���#� h�lf vE �+all�y gu��er p�r t�2�y. 1'h� unai pric� bid p�t sc}uar� �+artl For �on�t�to 11a11e� as s�rawn �n the �r�posal wil� �e f�ll c�m��r�sat�ar� ��r rr��t�ria��. Ea�or, �q���m�nt, tools �nd in�fdentaks r�ec��sary k� compl�#� #k�e wo r�c. DA-3E} NEW 7" ���J�R�T� �JA�.�.�Y �U�TER: This i���n shall wnc�ud� lk�� corrstruct�a� of �on�r�te �+ai��y gutters at var�o�ts I�catian� #o b� C��tE7Fff11r'I�� Efl ��I�, ��€r3ovaC �f ��cisti�g, �sp�ralk ��u�rr�en#. concr�te bass. c�arb �nd �ut��r, ar�d r�ecessary �x��val�on �� inst�l� tl�e ��r}cr�te v�ll��+ g�xt��s all sh2�ll I�e s+�bsRdkar�+ la t��ks pay ite�_ ��trnishing and �IacE�c� �f �;�7 c�r���et� w�es� a�r� c�+�s�ed lim�s#��r� #o a deptE� as cii��ct�d !�y E�� Engir�eer and necessafy asphalt trans�iior�s as sh�wn Rn the �ort�tet� v�ll�� gu�ter �etakls sh�ll be �ubsi��ary to lh€s Pay Ilem. �ee star�dard spe�ifi��t�or� Item No, �fi-0", �or�cret� P�►��m�nt", Itern �1� "H�t-Nli�c f����altic �c�r�cr�t�", It��rr �t�, � ��, „Rem�vi�g �ld �oncrete", Ilem l�fo, 7{l�, ..Unc�as�ifiad �t�eet Exca�rat�on" it�r�n No. ��8 "�I�x�bl� 8as�." fut�as�ar��nen# f�r iir�a� c��ianti��es a� v�1t�y gutxer w�Jl be by 11�� ��uare �rard o� ��r�crr�t� p�vemen# �nd #�� �urb ar�d gutier sect�on wikl i�e ie��lu�ed r�os�r ���-� PA�T �� R �D[�IT��[V�1�. �i�E���� ���lDfTl��� � �a�lf��tc�r �n�y s�bsiiEuk� �" non-r�ir�farced {�:�7� �c�ncr�t� 8as�� iRi �i�u o� C:r�sh�d �t�r�e �� r7a ��ic�rlior��l �:o�l. ��e I#��n ��4" G��ncf��� Pa�+er��ent". The con�r�te sn��l t�e desi�ne�f #o a��r���r� � rnrniix�um �c�n�pr�ssiv� sir�n�th t�� 3�0� �rou�ti� p�� s�uar� ir7cl�. �onir�c#�r s#�r�il work on ��e-�r�Jf of If�kJ�y gufter �# a��rn�, �nti t�e �ther F��i� �hal� �e oF�en t� traffiic, 1N�rk s#�all i�e camp�e#ed or� �ach r7alf withih s�v�� {7} c�l�rrdar days. If !�e Cai�iractar faiRs to �ompl�#� the wark on �a�ch f7al� v�ritFrir� s��+en {�'� calend�� days, ��?0� dalR�rs iiq�ri�at�d dar�'N�g� vwiN he ass[�s�e� p�r �ac;h }�al# af v�l�ey g�l[er per d�y, 7h� uni� prrce bid ��r sq�r�re }r�rd for �o��cret� 11alle�r �s sF�c�wn �n ��� proposal wil� b� f��i conY}��r7������ far materNals, l��or, ��ui�rr�e��k, koals �nd in�rd�n#a�s ��cess2�ry ko camJ�lete #he work, �7�4-�'I C��1N �'" �TA�ID�1�� W�i�E�.�H�0.1F� R�IIVIP Ti�e ���lr�cto� ��tall ��nstr��ct �tan�l�rd cor��r�te wh�elchalr rar�rp� as showr� an the �n�los�d cf�k�iE�, or as direc#�d b�r the �ngine��. The re�rno�al of ex�st�ng subst2r��#�rd whe�lch�€r r�mps �r�d ��c�ew�lEc �s ��q�ir�cf foa- tlti� ie�st�Ci�iiar� �f hew u+h��fch�ir rarrF�s sE��ll 1�� s�ibs�diary i�a #t�fs p��r it�m. 1'h� e�m�v�l �ncl �epa�c�rnent o� exi�ting c�rb and guCter as r��,.ai��d far the ir�skaflati�n of �ew vuhe���J�a�r �'�rn�s �t�a�l �e ir7�kud��3 i�r P�� liem �{��rn�v�J �rrd �eplac�rr�ent o� �urb a�d �utter}. Pa}� Irmits for layd�wn c��rb �nd g�rtt�r �re �s �hown in t��e �t�rr�artl Pa�r �irnik De���i (W�-'�). 1"he pay JrmE# will exEend frart� 9" autside ti�e �i� ot ��ti�r ta ��" k�ack f�am the f��e of c��rb. A�y� �s����l# ti�an shalJ b� suh�idiary to the curb and gult�r p�� i�ern, P�y fir�its for "�#�r��l�rd 1NFreelc�r��r R�r►7��� ,�+�II start 15" bacl� fr��r� tF�� fac� �� �urb �nd �r�ca�rrpass the rer�7�irrd�r of tk�e ramp ar�d sidcwafk, A�I ap}��icak�3� p����ri��ar� c�f st�ndar�i ���cificali�ns Itetn 10� "f�emo�r�n� Olcf �on��ete�" ��d �t�m a��l "�t�ncr�t� �idewalk Drlveways" s���ll �ppiy exC�pt �s her�ir� modl��d_ �1�1 c��cr��#e f��red ��rfac� sh�li ba c��or�i w��th �.ITH���-fR�Ni� ��I�r hard�ner as m�nufaclur�d b� L.�11. �co�feld �om��ny or r���i�l, T�� cp�r�r harqle��er shall �e brick r��i �ol�� �nd �iry�shake 1�+p�, a�d �I��IJ b� usecf Jr� �c�o�dan�e with rx�an�fack+�res ir�steu�ti�ns. �or�creEe sia�n rr��y b� appfied afl�r concr�#� is pour�d {Pr�duct sc�fd L�y aAEI�}. rr�ont�a�t�r sh�ll prpvid� ��al�r�d s�m�l� r,o��cre#� p�ne� �f on� f�ot b�r oi�e ��oot t��r lJ�r�� �n��e� �fim�nsiae�, �� o#her d�r€�ensfor� ��pr�ved i�y tf�e �ngin�er, rn��t�r�g the a�ar�r�en�ion�d sp�ckfic�li�rn, �`�� �arr��l�, �pon 2�p�rov�t by the Erigln�er, sh�ll b� 1he �ccep#�bfe st�ncl�rd to E�e app�red �c�r a�l c�ns�r�cti�n cov�red rn 1h� s�op�* c�f ihis pa}� iterr}. T�� m�IJ�o�i of a�plica#i�r� shal� b� i�� screerr, sifter, �i�ve vt �tt�er �n��rrs in ord�r to pra�r��e for � uniform c��or distrt�ution_" 7'he �rriC �r�ce t�id p�� �q��re yard fof 4" st�r��ard +�[���fcF�a�r ram� �s �howrr o�r tF�� pro��sal wil� b� fuJl c�ar�r�ens�Eron fo� mat�rials, I���r, ec{uipin�r71, �oaJs ar�d irr��d�ntals ne�essary tt� co���#� Ihe wor�c. f���r A��-�3 - ���r �� - ����`r���r�� ����M�� ��n��iTiorvs D#�-�� 8" f�AV�f4��NT PULVERI��q710�1 - OMIT-- DA-33 R�INFQR�ED ���1���7'E �A1lENt�NT �ft BA�E (UTI�.ITY �#JT); �i�e follavt+irt� ����IFi��l��r�� are for the furnishi�g and pl�cing t�f reinfo���d c��cret� paver�er�! or b��e as shown on d�tail ar�[� as dir�ct�d f�y the �ngir��er. A�, � E hl � F2AL; R�i���r�ed conc��#� �av�ment or ��s� s�al c�nfofrr3 to ��e�ific�#ion �t�n7 �lo, 31� ��rein exc��t #or fFnis�r'tng ��d curir�g, B, �GNk�HIf��, The r�in�or�ed concrete s��li fi�� br�u�ht #a � urrlform sur��c� by wor�cir�g wkth 2� v�roa�l�n fEoa�, �f�e surf2�ce sh�ll be fluslr w�lh the adjacent pa�einen� and ��r�l! h2�v� a��i�� simi��r #o tF�� s�arr�u�din� �av�m��t. 7"I�e s�rface sh�ll be �v�� a�nd sl�aal prorri�e s sm�o�� ride_ C��1���I►� Tt�e �eir�forc�d �n�rei� �e�+�mer�t surfae�s sh�ll �� spfayed unkf�rr��f� w�th a m�mb�arte �uring �omp��r�d �oi�for�ing t� #h� r�q�lr�m�nts �f�1�TiVl ���9, T�rp� �, whit�pi�m�n#ed c�rn�ot�r�d, w�G�h s�t�ll not prod�c� pe�r����er�� €iis�oloration o� the concr�#e. �oncr�t� sE�a�l be �Ilowred ko ctir� f�r seuan �}�ys or ��s# ��lin��rs r�ach 3�0� p�i ��fore re�nav2�l of b�rri��d�s, f3. �X����`I�hl; fncl�ad��l in this it�rrti wi11 b� Ih� �emov�l of the �x��kir�� r�infor��d con�re#e p�ve�'ne�t, TI�� exisl�r�g ��v�rr��R�# shall be sawed so �� t� maint��n an ev�r�. �traigh# pav�ment �ut, Th� exis��r�g t�l�f�rcing st�el �l s�w�d lin� ar�d ��r�s#�'uc#iorr }oir�ts �ha11 I�e l�pped 1� ir�che� wt� the r�ew ra�r�forced cor�cr�#a pavern�nt, The �xist�r�� steel s�a�l be t�,ara�gk�ly cleaned b��ore �a�ping, Th� follovuing wor�C r�ethot� will be perf�rrrtie+� �n ���I� t�tiliEy cuE; 'l, Pl�c� �af�ly �[gr�s, bar�i�ades �ndfor other warning cE�vices wi�ere necess�ry �n�l �� raquire�, �_ I���lac� �avement �a near�st joint, �. Mar}� ��t �h� da�n�ged ar�a wi�� I���I. �h�lk fine or paint beang s�rr� to inc�ude all �r�as ree�uir�r�g re�air, �_ �aw ��t along rr��rked lin�s � irrF�in��rn of t+,u� {�} ir�ches de��. �. F��rrt�v� �xistir�g concr�ie �O, �arr� j��n�s �ntl pCa�e reir��orcin� s#��I and Davt+el ��rs �as req��red� 2��cordin� to s#a�d�rd s����f«s�i�r�s. rar��o, AS�-9 PAF�T I]A - �4DD��'I�I�AL �PE�114L ��IVDITI�I�� 7. Pl�ce �nd finisl� concTete_ 8. �I��rt �ap �ob sG��, rcrr��virrg all �ebris_ 9_ �llaie�taEn traffic cor�traE d�vE��s t� prc�t��E t�� area ur�til the can�r�te h�� ��r�d s�v�n t��ay� or c�n�r�t� r�a��r�s :��0� �sE �or-rti�ressive srr��rg�l7. E_ PAYMEf��: F�a}�ir�ent st�all b� m�de �# ti�e �nit pri�e p�r �ir7�a� foa� as ��awn �� the pro��s�l a�d sh��l b� fEall ccarr���ris�kiar7 for �l}I�f11S�31f1� a�l labae, rnateri�ls, �quiprr7�nk t�ols and in�id��tals n�cessafy to �otnpk�te l�e vu�rk, DA}34 RA�SED P�0.VCM�h3T MA��C�F�S A�I ��plical�le provisio�� of �t�r�d�rtl ����i�i�ati�ns for Roadw�y �k+1�rk�r� {Buttcrns) �i�a11 apply, The �orrtr�c�nr �t��11 ��sta�l siendarci roadway m�rk�rs acc�rdGr�� ia ciiy sp��af��ati�r�� as sh�wn ar� pl�r� sheet �r as dir���ed by #�� ��gin��r_ Pfc�ase refer �o "#�oadw�y Naark�rs �p�crfi�aki�ns". DA-3b P�T�N�"�AL��f P�TRDLElJiUI ��NTAMII�AT�1� NIATERIAL H�4NDLIh1� - OI�IIT QA�h�$ L��AD�NG�, TR}�1�V�P0#�T�IT�DIV, AND D��POSI�L OF �flNT�41h�IN�4T��} ��IL -�NFiT DA-3T RO�FC RIPRAP - �F�Oi�T - FILTEFt �AB#il� - �MI'� DA-�8 �DNCl��T� pl�� FITTkf�i�� AND �����A�� ���ncrel� cyfinde� pipe on #k�is pr�j��� sh��ll b� �lass 1�� A,11V,3IV,A. �-�0'I �r�stres��c� �o�icret� ��linct�r p�p� as speciFiad on the pla�s �n� rr��n�f��t�r�d in acc��-cian�� with fU�at�ri�l ��and��d � 9-4 co�t�in�d in ki�� ��r��r�l �o��ract c�o���menks_ Paym�rrE �ar wark ��ich �s backfilE, bed�f�r�g, b�o�:kir�g, �xc�va�ior� and �I� oth�� �ssoc��#ed appurten��ic.��; r��uif�d, s1��lt b� in�4�c�cd ir� �r�� �.in��r �o�l� pr��� of tf�� pip� ��rd G�mp sEMrn f�r th� ���ae fiiti�g� ir� tE�� �p�ropriat� ��C� I��N���), Btc�d��s shaki su�mi� Eh� #oGl�wir�� f�r �-�3�� preYstress�d �o�cre#e cylin[t�r pipe to J�r� irys#�!I[�d �� t#��s proj��t; 1. A�c�rripi�#� lisl of fatGrrgs �r�tt s�����ls u{�or� vut�ich� t�re I�m� �uRr� i� bEd. �, Pr�vide � un�k pri� ir�d�c�tin� ti�� cost �or i�i�nishin� artd i��staliir�g each ofi t�� var�o�s rt�ms �f iittii�gs �rtd sp�cials. Th� lt��np su�n as bid �rr if�e Propasal sYralE b� payment an full For �N flttGngs 2�n� ����i�l� n�cessary #or the cor�str��cti�n of t�� pR�oxect as d�s�gned. Pay+rn�n# for the insta�lation of th� �i�� fitl�r�gs, spe��'t�ts, �ntl r�r�dom lengths s�rall be in���d�c�_ �hould El�e E��ineer a�prave any c�r�ng�s to #hc fii#ings, �p�ci�is� ar randr��t� �ip� le�+�i�s list�d as ju�ti�yinq k�r� �mo�nk ��d �n kh� f���pc�s�l. th� prEce ��ahrr�ilt�[# wi#i� #�� Proposal shal! b� us�� �o d�t�rrr�rnc the in�rease or d�crea�� in Ch� valu� of th� furrrp s�rrn of lh� Pra��s�l, �r�� l�te �onteac�or sh�ll De p�id t�n l��e b�sis af khFs adjusted v�l�e �r�der �tt�� bid rle�rs �u��o� A��-'I � PAI�T D�4 � �#DDITi�hl�L �PE�1�4L ���1D�T���VS D�A-�� UIV���#S�IF��D �T1���7 ��CA1f�1T1�#V �`l��s it�rn wiil !�e used if �dtiiiional excavation Is need�d that is not c�rv�r�c� k�y .�8.� F�AVEitiAE�!`T PLRLV��I�A71�1�"_ Ad�l�tio�r�1 Exc�vati�n is #h� r�mov�l �f t�e �x����i�� crown a��€i base to brir�� �I�e r��w bas� lo �eoper gr�d� �nd �i€y standa�d sp�ci�ca�i�ns f�r streel r��onstruclian. All ao�pl€ca�rle pra�+�sft�r�s o� It�� I�o. ��� "Uncl�ssifFeci �kfee� ��€c�v�ti���" sh�ll �[����+, work shall be paEd {��r cubi� ya�d. �A-40 GI�AD�D CR4JSHED ���N�� This it�rn �h�M� b� useti �o re�air t�e f�i�ed I�a�� rn�t�ri�l €17 areas t�a# exceed 8" deep �s dire���d by th�� Engir�e��, T1�� m�terial sk�al! be grar�ed crushe�l stane. ���' S�}@�kfIC��1Di"1S ��V$CI'llfl� ��lS I���!"C S�� It�RI NO. �O� "'�lexk�Ee B�se", Th� unit pri�� tai� p�f cWbic �rar� sh��E t�� f�l! ��mp�nsatipn f�r �11 mat�rials, ��bor, ���ipmenf �nd inctd�ntals nec�ss�ry t� compl�t� the wark. DA-4'I 6`" I'�RFORIo1TEQ PIPE �lJ�i7�2+�►IfV �h�s ilem shall cor�sas# v� furr�isl�ing �nd installing �" per�or�t�d su�d�in 2�nd fllt�r m�t��t�l all as shown or� t�e �nc�os�d d�taiis, �r �s di��cted by th� Engir�eef_ �Ik a��fica�i� ��o�i���n o� sta��aFd s��c��Rcatiorrs �te� ��o "�UBDI�P�ICVS" sh�ll �pp1y ��rrep# �s he�e3r� modif�ed. Ti�� pipe �naterial shall t�e p�l� vEnyl chlorid� (PV�} with t�re s��ndard �irx�en��oe��k r�t�o of �� ��DR�S} �nt! rr�eet the f��Th+� D 178�_ �i[ter shall have ll�� capability af pa�sin� �r�und water wi�ho�t trans�ort�ng t�� soil p1a�e� aa•a�nd the filtee Eabr��. �`he f�k�r�c ��a11 be cansi�r���ed ex�I�sGv�l� �# s}�ntha#ic #i��rrnt�plaskac fib�r� �nc� may be �ttk��r w��+en �r noe�- wo+ren to far�ti � ma# of �niform q�+ality. Fabric fiber rn�� be eE#h�r �o�#inuous c�r dr��oi�tir�uous �n� ori�r�t�d in erth�r a���td�rr� or 2�n �ligrr�d patt�rn ti�rougho�at the fab�ic, T�re f�E�rk� �h2�1� be rr�il�ew resistant. rt�t proaf. shail be �atF�f�ctory fo� use in a wet soll �nd aggf�g�i� ar�vir��rr�er�t, �or�t�in �lira+�i�le# stabiMi�ers �r�� #��ve nanrav�lling edges. T�r� fabric s�all meet ti�� fol�owir�c� req�irenre�ts vuhen s2rr��Eed and tested i�7 a�c�rdance with t�e method� int}i�a#�d. Tes# Orf�ina�l Phys��aa P��perki�s i+.+leth�d R��uir�m�e�#s Fabr�c �veighl, or� an ambient �D1�PT T�st NJet#�vc� T�mq�r�turs aar-dfi�d ter�s�on T�x-B�6�J fr�� sam�E�, ex�re�sed "Test�r�g of �on�#ructivr� Fi�e��" Fn vz�sq,yt�, UVater flow r�ie by f�ll�r�g h��d T�x-���-J rr��thc��, 7,9 i�ti�li�s ��� �rr�) to 3.� ir�ch�s �'I� cmj on � inch I� c:ylfnd�r +r�wth 9 ir��h di�met�� oriiic�, w3th fl�w raEe �xpr����rd wn gaEJsa�. ftlrr7inuke. �,U minimum foE �knc�er drairts a�d ��ape �xa�bili��tior�, 6,C� rr�i�Emum f�r �abions Revetrnent $� k17lI1f17tLIE7� ��r��or AS�-� 1 P�4l�T q� - JAC�DITI��1�E. ������L ���fDfTI�N� Br�akir�� �oac� i�7 �ith�r rr���hin� or J��TN1 D�srgn�l�o��: 1 QO m�r�frn�m �f05S-�'1��hIf1E dkfE��laOr1, �xpresse�i � ��8� grab rn�.xlh�d � �� Ifl �Y04111C�S. f1Z�C�ll�IL'C� �j� ���,�j'��-.� ��ufual��k n�enir�g s�ze {1.�� �1N4���15, U� A�rny �orps of 70 to ��0 S1ar��ard si��� r�o,� �ng��re�rs, �i�ii 1Nor�s �onstr�ctton �uid� �p�c3f�c�k�t�n, "P��st�c Fiik�r ��b�'ic: Natremb�r, � 9�7, ��ApRar�r�l e3or��a�io�7" �1 bre��Cfn� A�T, ��s'tg�akior�' '100 maxirnum 1�2�d in �i#h�� m����ine ar cross- D"�68� gr�� �nethod ��s ma��ri�re direction, �xpres�e� as mod��ie� by Tex��1 �iYJ per��rti�. TF�e "�ilker Fa��i�" �k�all b� ir�st�lled in accard�r�ce wi#h I.he rr��nufac#�r�r's r�c�mm�ndatiorrs. as ir�di��t�d or a� �ir��t�d by the �ngrr��c�r. V1,+#�en la�pir�g is requir��, it sh2�fl be in ac�ord�r,c� v�itl�r th� manufa�tur�r's recornmertdal��ns, 6ac�C#ikling ar��nd th� Ti1t�r �a�rf� shall I�e dnn�! i�t su�:t� � way a� not to dam�g� th� ril#er �a#�rrc mate�iat durkn� ti�e �facem�r��. 7�� ��i# pri�e bid p�� L,F, s#�r��l b� ful� co�np��rsation �or �Il la�o�, materiais, eq�riprrN��ks, t�ol�, and Rncid�n�a3s r�ecessary to �ompaeze #�re work_ DA-�2 RE�L�I��IU1Eh41` ��' �4" �ON�Ft��� ��DEUtiFALK Io►�SD L.�A[�1N�#I.it: TJ�i� �#�r�� sha41 in���de the �emoval �nd �'e�E��ement of cxrslir�g ��r�cr�ie sidewalk du� to f�ilurc or in �itu��ior� +r�her� ��rb ar�d gu##�r i� r���aced t� �dju�t gr2��l�s #a elimfr�ate �on�ir�g w�ker w�#h same day ki��l-aff of tf7� r�m�ver! matarial to a s�Ft��le dumpsit�, a�d �t loc�t���s �s �hown i�� k��� deta�ls vr �� dare�ked by khe en��r��er, �or sp�ctfica�ra��s gov��nin� thGs item s�� Item �lo_ i�� ���emov�rtir� �k�f �o�cret�", a��d It�m h�o, ��4 "��r��r�,5t� �icE�w�lk and Drivew�ps", Tl-i� cortteactor �h�11 n�� remav� an�r r�gul��ory sigr�, instruc#i�r��l s���, stree# name and sign or ��her sign whic� h�s be�r� �re�ked k�y tlre �ity_ T�re �on#r'a�#or shal� conlaci �i�r�� ��d lulafkin� Divisio�, TPW {I�h�n� �71-807�}. The ��nJl pric:e bid p�r squ�r� y�rt� shak! b� full comp�n��tian �or akl MaE�or, rn���ri2rl, e����rnent, �u�pli��, �r7d i�tcitie�fal� n�c�ssary to �ompl�t� th� ��rno�r�f �nd repla�err�ent work_ DAi43 �tE��I�NF��JD�� ��Ql]EIV�� ��' �OAI�TRU�TiON ln orcler fo f��ilik�t� lit�ely recorr�truckian o� the a�fec;terJ ��o�cJtin+�y sur��c:�s {s�bs�qu�n� to tin+aterlsetin+er �nslaEJ�tiaf7� �3r7�ler the �iCy's roadw�y rn��r�t�n�nce pro�ram, ik rs r�c�mm�nded thai #I�e prop�s�d w�ter an�fof sar��#ary s�w�r improvem�nts be �onduc#�d orr tl�e proj�cl s�r���s bas�d up�n the folCowir�g sec�ue�3ce� �_ Bc}yc� �treet �. ��reroke� Tr�iC �rx+as�o7 AS�-1 � ��►��r` �� - �������rv��. ������� �����ri�rv� � �ambr�lr Avenue - _ �ft�r #Y�� work s#art dak� has b�en e�#ab�i��ed, th� seEecteti coh#r�ct�r sl7all be eequir�d Io s�brnit th# b�gir�n�ng and �etdir�g ��Ees for al1 work �ir3cludi�ti� �avemer�t e�pair� o� e�cl� of #h� pro�ecl skr�e#s. PI�2�s� l�� �d�+'tse�l �I��� ih� �qn�ra�lor ha� �I�e optio� af s�R�mik#in+� a drf�er��+t sequ�n�e �� ��r��truc:t��r� tl7�n slat�d abav�. Th� co�rtract�r s�rall ncr# be ai�ow�d to k�e��n w�rlt (huk ki�r�e charges will heg�r� an i1�e �raj�ct} u���il lhe �r�f�rr�d s�quence of cor��trucii�r� and the ��a�t and en�i v�orlc ����s ��r �ac#� s�re�� l��vo L�e�n submat�ed to the �itY- Dl�-�4 �L�AR#hl� I�I�D C��U8BI1��: �qll abjectionab�e ikems within th� ��mits o� th�� �rpje�# and nat a�h�T+nrise �rovided for sMall �� remov�� �r�d�r #hi� it�rn irr a��oref�nce witk� �tanda��i �pscific�tion It�� 102, "�k�a�it�g �r�d �rui�i�ii7g." k�l�w�ver, no tkir�c� p�yment w�ll be mad� for this item �n�i it �17a1� b�5 consid�re� ir�cid�n#�� to tl�is �on�r�ct DA-�5 L�TILITY A�QJU�TI�I�NT: Thrs F��rr� is �r�clud�d fa� the basic pur�os� �f �stei�li�hin� a cantract �n�e w��ch wilk be �ornparaba� ko ��� f��� �ost of rx�a�i�g necessary �d�us�ment� r��uir�c� due Co stfeet �rr�pr�verrtsn�� to w�ler, s�ni��ry s�w�r �nd r�ateir�! gas service lines �nt� appu��tena�ce� w��re suc� sen+ic� tines an� appurte�rances are ti�� prop�rk� o�+t��r's r�sponsibilRt� to m��rtt�in. An �rhil�ary fgu�� h�� ��en �l���d �n #he Pr�posal; hawever, Ih�� do�s not g�aran�ee an�r p�yment for u�ilGty a��ustment�, neither dae� �t �o��'in� ut�liE�+ ad�ustir�ent� #� the �m��r+t shov�rr� Gn ll�e Prop�ssl, Il shall #�� the "��ntra�t�r" �espor�sf��iiEy to pftr�rdo th� s�rvices o� a li�ens�d pl�rr���� to make lhe ukili�� 2�d�us��r�e�t� d�termin�d n�cessary by khe Engi��e�_ �o �a}r�x��G�t will be m�d� fv� utilit� adjustr�rents excep� th�se �djt�st�r��rsts d�:[�rmi��d necessary by �he �r�y�n��f �hould th� ��ntr�,ctor d�m�g� s�rv�c� �ines du� to his ne�iiger��e, wh�r� sucl� iine� wo�ld �o# h�v� fEC}l3Ef�� 8�]U�Lf11�i1� Of f��]�I� O�P�$I'WIS{,.', tl�e I�r��s sC�al� be rep�ire�l �r�d �dj�s�ed �y t�re c��tra�t�r at khe cor�tra��or's �xpen��_ T�re pay€nen! to th� corr#r�ctor f�r utikity �cEj��t�er�t� s�al1 b� �h� a�#��€ cost �f the atl��st�n�nks ptus #�n �erc�nt (10°l0� to cav�r tl�� c�s# a� �ar�d a�nd averi��ad i�rc��rre�, �:y th� car�tract�r irt hartdling t�te u#ilily �djusiments. �A-4B 'I '!�"' 8 �" �OFPER �ERIlI�E�: 71�e followi�r� Es �r� add�nd�r� #o E'!-��. �+���er 1N���r_��n?rce �.in�� anc� �o�per �I�o.� �au Ip i�qs� �II fi�tir��s us�d for �'lx"' aetd �" wa�er �ervi��s lir��s shall be carrt�ression fi�tfngs ofi t�re l�rpe pr�duced �itf� �rt ir�t�rn�i "gr��p�r rir��" �s maEi�factured #�y th� ��rcf i1+te#er Box �o,. inc , A.+1u�11e�r �omp�r��, or ap�r�v�d �c�ual, ��p�aved eq�u2�l proc�u��s shall suf�mik �1�op drawir�gs and manta�ackure�'s eata�og inform�t�on for apprpval. �ont�actoF sF�aA mek�e al! cuts to ihe ���per tubing vuith ��opp�r tub�ng �utter taa! sp��ifi��ll�r de�i��e� for 1h�s pu�pos� fn ord�r t� provicle � c�e2�rr, s��a�� c�#. Tt�e use af I�ack�aws or ar�y a#f��r typ� oi c�tter will nat b� �llowed. I'rior lt� ans#�Ain� the compresslor� fittirrg�, l��e ���p�r i�t�4ng �r�ll be �t���e r�ur�d �y lh� use af � "roundri�g tube" s��cificaGly ,r�7��e fi�r th�t �urpose. f r��o9��} f � ►� � � -1 � P�4F�� DA - �DDIT��I�AL �P��1�4L ��IUDITI��1� P�tyntienl for al1 w�fk ar�cl �t�at���i�l� �ssaciated wiln 1 t� " an�l �" cap�e� �e�v��es sh2�ll be �ncludc�d �n kF�� pri�� of k�� appfn�srfa�� i�id ite�n DA-47 1�4TERPR�TATIDSV Ah�D PR�PARAT�OIV OF PR�P��A�: P��f � - �en�r�l �ondiUans. �ec�G�n �2-� G�3T�.F�PRETATl��! P+Nf) �i��pl�F�AT101V �F PRQP��A�. P��� ��,� {�4� �x���ftg� parac�rap�s ��-2 7, ��-�.S and ��-�.9 wit�r lhe �otlow;nc�; ��-�_7 D��111�1�1' ��` p��F���A�.. �lo prop�s�l wi1C be �on�ic�er�c� unl�ss it is d�liv�r��i, accoi���r7i�ci �y its ��o��r Bid ��curity, t� the Purch�s�r�g fulae�eger ar #tls represer�tatiue �k the off��aal l�catron and sta#�d �im� sek fartl� in #�� "Notic� �o C�atid�:�'s.�� Et is tl�� B�dd�r's s�ol� r�s�o��sE�ilit� �o d�1Ev�r lF�e proposel a# �lie prap�r #rm� to �he� pro{��r ��ace. The me�e �a�t t�ra� � pro��s�l was ck�s��k�l�ed u�il� n�t b� �or�sid���ri, Th� �3ldder� �rrus� ha+r� t�e �raposaG act�,a�ly deliv�r�d_ Ea�h pro�osak sf�alf b� in a s�a4ec� ��v�Eop� p�a�n�� irrark�d with t�e worr� "i�R�P��I�L,�� ��d th� nam� o�� rJe��:ription �f Ehe pr��e�t as c��signate�i in thc "��tic� to Bidd�rs," The ���+�lope shall b� adc#r�ssed ta t#�� Purc�rasi�g lu�ar�a�ef. �ity o# Fort W�rlh Purci��sing I�i►��si��7, P.�_ �ox 17��7, For1ll�+orlh. �'��cas 7����. ����.8 WiTMDf�A1NiiV� PR�P�5�1L�; Pra�asal� act�ially �iEeci with #!�� P�arch�sir�g Ni�r}ager car�n�l b� wElhdr�wn �ri�r t� 1��� kirr�� set f�r op�itiir�� �a'o�osaEs. �4 request f�r r��r�-�or�sEde��ti�n �f � prop���l m�sk i�� rr��de ir� wratir��, �ddr�ssed to ih� �f#y Cti�l�r�a��r, arrd �ilo� wiki� him �rior #o fhe tirna set foT the opening �f proposals. �lfter aA �ro�rosa�� not re�uest�� t�f nor�-�orts�d�r�ki�n �re open�d and ��hli��y r�ad aloud, th� proposals for which nor�-�a��sideraiio� req�e�t� I�ave ���r� p�op�rly filed r�ay, a# th� op�i�n c�f tk�e �wner. b� ��turt���i �inop�n�d_ ��-2_9 T�L���IPa-ll� f+��DEFt�ATION ��' P���O�AL.�; Any bidder ma�y rn�dff�r I�i� �rro�o��l by ��k�t�r�phi� cornrrtur�icat�on aE ari� kime prior lo th� ti�n� s�# for o��nin� pra}�a�a1s, �eov�rJe�i su�h #�le�r�pl�i� �om�rtur�ica#ic�rr is re�eiv�� kxy the �'ur�h�sir�� iti1J�r��g�r priar to ��� �aic� proposal op�ning time, ar�d pTovidecl f�i�tf�er, tt�at t�re �ity i�.+lar�ager is s��ks�fi�c� that a wr�tt�n ar�d c��ly authenti�al�d car�fiema#i�n o� s�ch ��l�gra�hic car�rr�ur�ic��ion ave� the ��r�nature oF �he bwdr�er uuas makled �rinr to the pr�p�sal ���r�ing kim�, 1f su�h canfirr�atior� is na# r�c�iv�rl +r�i�l�fn f�r#�r_ eight {�8} I�o�kr� �{ter !h� pfop�sa� openirrg kime, no furlh�� �onsider��ion wi�l �� gi�r�n �o tl�� �taposa�. DA-�8 PI�����N�T�t�J�71�f� hl�l��-IB�f�H��D A�I��Tlhf�: l��ter th� pre��onst�uc#ior� confer�nc� has beer� held but kaefare ��n�teu�tion is �Ik�v�ed t� be�in on Ihks pro��ct a publlc m��tir7� �nrGal �� h�Gd at a loc�tion to b� sl�t�f�n{r�ad by th� Engrnee�. The c�r�tractor, ins��ctoe, a�rd pra�ecl rnan�g�r shall rr�eet wi�h �II �f�e�t�d ��sider�ls �nd ���s�n# ll�c� proj�cte� s�h��lule, incltidirti� �onsiruck�orr �t�rf, d�t�, �r�d �nsw�r arry �onstr�cti�n related a��a�stion�, Every �ffoet will �e rn�d� �o s�hedule the r��ic�hb�rhovd m��tira� wik�Fn #h� t�� w��ks f�ll�wi�tg ihe pre-ccrnstr�ckion cor7l���n�� b�l ir� r�o c�s� wi�l constructlon be allowe� ta b��ir� ur�t�l l��s rneeting is F�eEd_ DA-49 �ONSTRU�TI�3h! �TIo1�CE�: T�e �ily, thrau�h its S�rveyor ar agent, will provicle to �he �vntr�ct�r r,�nstr��tarrn �k�kes nr okher c:us[�r��ry rr��fhc�d� of rt�arl�in�s as m�y be f��rtd cor�s�sier�E w�lrM �rrr�tessioGtia� pr�clice Co establfsh IGne and grad� f�t roaclw�y aktid uC�lity can�tr��tion and c�nt�rlin�� �nd benchrr�ar�s for hrFdt�ework. These �t�kes a�ail #�e set s��ficien#ly i�t advan�� #� �v�icf delay wh�nev�r pracl��al. �rorr�s��r �.��- � 4 PI��T b� - A�E�Dlil�l��� �P��IAL ���DI�`I�hl� �n� ��t of stakes ����I 1�� s�t for all utiii#y �onstru�:#i�n (w�t�r, sani#a�y s�w�e, draanag�, et�.}, on� set of exc�va�Ro�l�r st�bili�alir�r� s��}c�s, and on� s#� of stake� for �;urb and g��ter arid,'ar �aving_ It sh�ll b� i17� sol� fe�ponsibr�iky oi l�e �ontr�c�or t� �res�rve, rri�int��r�, lr�nsf�r, etc_, all skakes �uri7�s�re� until cvm�1�#io� vf tYrs cor��tru��ior� pF��s� of ihe pro�ect far which ih'key w�re fur�7ish�d If, i�r th� npinion �f iE�e �r�a�n���. � suf#icienl �rur�t��r p� slal�e� or markie��s p��ov�ded by #�e �i#� I�av� been Gos#. t��slro�ed, �r disturbed, thak th� proper pro�eeutior� �nd �ont�oi c�f #f�� w�eic cor�i��c��d f�f Ir� LE�� �onlr��t I�qCurn�r�ks ca€�nat �a�Ce �ia��. �her� the �antr��tor shall fwplaca such �#akes or m�r�Cin�s �s ��qUire�, An �n[ii�ir�u�l ��gisC�r�d by t}�� Tex�s Baerd �f Pi�of�ssior�al Land �urveylr�g as a Re��s�ered Pr�#�ssic�nal Lar�d ��Grve�or s�r�ll r�place thes� ska€c�s, �t #f}� �a�kac�or'� �xpens�. N� cl�im� far d�la� ��e to a la�k c�f rep�ac�n�ent o# �or}��ru�tion stak�s wi�l b� acc��l�d, ar�c� t�mv wiil caGitinue ta be �harg�d in �c�o�dan�e wEth #h� �on�ract Dac�r��r��s_ �A-5Q �TANpA�RI� �TR��T 5���lF���4TION�: f�91 wofk �ri�+olvir�g p�virtg �ndlor dr�in�ge s�all ��nform to th� twa #ollowing pu�lEshe�i sp�ci�ications. exc�p# �s madrfied he�eir�; �TAEVDAR€� �F'��IFI��TI�iV� ��R �TREET #IfVD �T�h�� �R,���1 ��NS7#�C��7�OiV — �ITY �� ��R� 1Il+ORTM �T�NDAI�D �P��IFI�A�`IOi�� ��R PUB�l� 1N�F�k�� ���l�TE�U�Tl�hl h1�F�Tk� �E�VTR�� T�XI�t� DA-5� 5" H.I�J.�4.�. �L.iRFA�� ��EJFt�E {TYPE "D„ 14�E1?(� (ihickness �oler2�r�c�s anc� HIVIA� Testing Pr�c�dt�res}: Th� base c��rs� shaMl be a 3" [���p T��e ��B�� �our�e �kac�d i� one iift. Tl�� s�rface co�rse �ha11 b� a�" cfeep 7ype ��I�" c�urse pRaaed in �r�e I��l, All �rovisior�s of �#�ndard Specffic2�tio� t�a, 3�k�.� '�ons�fuc�ion �oler���e' s�al[ a�ply �x�e�k �s modifi�d her�i�: Aft�r coir��Eeti�n �f e�ch asphalt pavin� c�urs�, care t�sts wi�l �� m�de t� delerrr�in� co�rrpGanc� wit� th� co�r�ract sp�c3fi��tit�rts, ih�� hat-rr�ix �spl��l#ic ccrnc�ete ���+e�ent w�ll b� cc�r� drill��i k��r #h� �it}+ o� Fort W�rt�r_ Th� #I�i�l�ness of t�� aspl�al#ic surf��e wilE be det�rmin�� b� rn�asurerr��nt care� #a�ter� �t 3ocati�ns determined by #he �ngir�e�r. Tl�� i#��cl�r�ess o� indivi�l��� cares w�11 b� �fe#e�rr�ined �y �v�raging at le��t thre� (�j rrX�asurements, If t�e care me��urements ��cli��.t� a rJefici�n��, the lee�glE� of tlie ar�a of s�ch defiici�nk th�cCtness shall b� d�t�rmirre�k by addi�it�nal �or�� tak�rr �lor�� #�r� I�n�ii3 0� the p�vemen� k� eaci� dGr��#d�r� until cor�s �re abtain�d whRch �re at Cea�st of s���afE�� thic�crre�s, Th� widt#� o# such at�a s�ail �ot I�e i��s t[�an 'r� a� th� roadwa� widfh_ Vlfihen tt7� thic�cn�s� of #he base cour�e (�s det��`mir��d fron� ��f� s��pf�sj is mor� #�an ��°10 d�ficRent of 11z� pla�� tl�icknes�, the �onlrac#or shali rern�v� ��d repl��e t�� defi��ent area �# fnis own exp�ns�. If lYre tk��ckness is less than 15°lo d�f��ic�t, t�e �or7�ractor �hall m��C� u}� the diff�rer��€� in t�re bas� ihic�Cr�ess wili� s��f�c� �ourse rn�t�ri�l, �`�7e su��ac� course m�as! b� lh� plai� EI�ic4�r�es�. �This e�o�s n�t inc]�de surf�ce �ourse mat�ria! �s�d to rna�Ce up [��frci�n�ies in tihe b��e cqu�se �s des��ih�d in iEem �) ro���� �1��-� 5 F'�IF�T D�4 i �DDITI�NAL �F'E�1�4L ���pITI�N� -. ih� over�li thi��n�ss �f ���ha1k�� �oncr�ke p���merr� rr�ust b� � mRrr�i�lum of t�� }�[�n khicicness. D�fi�i��t �reas {as det�rm�n��l in i�eR�� 1} f�Und to �� €c�� ti7�n i'ki� �I�n tl��ckness wiil b� r�mo�+ed and replaced a� �h� �on#raclor's �xp�n�e_ EV� addit€�r�a! p�y€r7er�t �ver ll�e c�rrEract prrce wrll he rn�de for �r�y l�at�r��x ��pl�alk�� �on���te co�t�e of �#hicknes� a�c�eedar�g I���t r��uir�� bp kh� �lan� �nd spe:.�f�c�#i�n�, I�I�+I�� T�stir�g Proc�dur�: The �oi�tra�tor i� r���oired to subrr�i# a M��€ Desic�n for �ath Typ� "S" �nd "p" ��phalt l�at will �a u��� fvr �ack� �rojact. Ti�is �ho��r� t�� subm�t#�d a� i�r� Pr�-��r�struclivn �a�fer�nc�, �his design sF�all i�ot be mare #han lwc� (�} yea�s ��d, l.lpa� submR�tai of tli� r��sigr� mix a M�rs�a� {I'ra�#c�rj u�il1 be c�l�ui�t�d, i� on� ha� n�t b�er� p��vi�us�y ��l��i�t�tt, f�r the �s� during densii�+ testir��. �ar type ,�[3" �spl�2�It a m�xim+arn of �{l°r� r�p may be used, kwlo F�a}� m�y b� use�# �n #yp� u � q�r 4� Upon appeovaC �f an asphalt mix �esign ar�d th� ca��uCa#i�n o# �he I��rs�ra�[ (�a��ctor} x}t� contr��tof i� �pprav�d f�r place�rrer�t of kk�� �spi�alt_ ��17� contra�tor �haE� �ant��t tYre �ity LabaFa#o�y, throug� th� ins�e�tor, �t least �4 F�aur� in �dv�n�� of the aspha�t �kacem�r�t ko �cheduk� a t�cf���tci�r7 to �rss�st in the monitorin� o�� the r��mbe�• of p�sscs by a�o�l�r ko �stat�lish a roil't��g p�t#��n kh�t v�fll pr�v�de ti�e req�i�r�d d��s+ties. Th� ��t�uired [�er�sity far Ty�'�8�� �nd far Type ��D" aspha�t v+�t8l b� �� °!o of th� cafcu��t�[I M�rsh�l {�roct�T}, A Troxler Thir� �a�+e� �au�a wi�l �e �sc�d for akl a�pl�alt testing, Aft�r a rolling �att�rrr is �s�ab�isl�e�l, d�nsitk�� �ho�rld b� #aker� �t I�cations n�� mare than 3�0 f�et aparl. The abo�+� req�irement app�ies ta both Type "B" ant� "D" �����a�t, �ensit€es on t�p� ����� �r�ust be do�� before Typ� ��D.� aspha4t is a�pli�ci, �ores lo determine t��Rckr�e�� �f Typ� "a" �sp�r�lk must be ta�C�n before T�rpe ,�D�� �sp�alt is appl��r�, lJpon �ompl�t3on af the appli��tlorr of T}rp� "�3.� asp�aft ad�l�ki�r�a! cor�� rr�us� be kaEcen to d�l�rrr�i�� �h� 2�p�Ei�d if�3cki7c:ss T�� �nit pric� I�id p�� s��rar� ya�c� of W.M.A.�_ complet� �nd in pla��, sha11 be ful! ��m�ensatior� for all �abor, m�t�ri�ls, et{ui�m�r�t, #aols, and incident�ls n�c���ary to corrtpl��� the work, Ci��!��f�f3l���s1«3�t�1����1i�' ` � Upor� �h� c#ir�ction o� tR�e E��;ne�r, t�e �oi�tra�ta� shall pr�►rt�e a Ir�r�e ���[�ilized �ubgrad� �r bas� �rt ��e��orm�rtc:� u+ikh �pc��if���ti�r� It�ms �10 �nd ��� �f th� �ity of For! W��kh`s Transp�rt��ion and P��lic 1Nafks �epartrnent's �tartdaT� �p��i�rcati�ns ��r ��reet �r�d �#o�m I�rair�age �or��tru�iion. l�nEess nth��v�ris� ct�r��t�d by i��� �r�gin�er, lirr�e sha�l �c �pplied a� th� �r�inimum r�t� of f�ur �ounds �4#j per squar� �aed p�T r�ch ��pkh, payR���7� shall b� rr��d� by t�r� squa�� yarf� at Ch� ur�i# p�i�� biri f�r t�t� �uantit�r r�i��sured i� pl�c� and sh�il incl�ade �fl 12�bt�r, equipm�nt, mater�af, and �ncidenta�s n�c�s��ry tv s�tisfar,torG!}+ compl�l� [h� �r�je�t. �+lo payrne��t s��ra11 b� n�kad� for tl�� h�rd�ated lime as i� sl�alt �� corrsirl�r�d subsidiary l� �h� bitl prrce ��r Ifine ��ak�Mliz�#iori. r�ro;uo r A���'E � - w��� �� - ���irf�n��� ����i�►� ��r��ir���� DA-�� L141JI� ��E� �T���LI��D �UB�R�#DE: T�rs it�m sh€�II ��nf�rr�� t� the ���i ���� I#em 212. DA4��1 PA1fEIkf1�N1` ��RIPIN�: I��vemen# str��i�g, xrr�r�i�c�+�r and wh���v�r encoua��ered, sh�ll ba �ep3acet� to rr��t�h t�e �xistii�r� ��ripir�g or as dir��#�d �y th� �ngin��r. Ma��rGais �,s�d �h�k� b� vf ��p �'�p� int�rseckion grac�e 12�p� �Gn 18-in�h vwidth) �uc�r as ��arnark as manufactur�� by �f�i co�rrpa�ry or approved e�ual, T�te +��tii# p�ics bid f�r th�s i#�m shatl �e ful� ��mp�ns�iion far �II m�tefi�l�, labar, equi�rr�enl and incid�ntais r�ec���ary �o ��rx�pl�te ll�e v�rork. DA-5� PR�`f��TIOIV �F E�I�TIN� �l1RB AN13 �U�TER, DRIVEWAY AP�R��#��-I, �I��W�1L�C: C3rr proje�ts wl�er� w���r serv�ces a�e tb be repl�c�d br�t t�re curb ae�d g�tter �s nt�t �cI���C�l�d fpr � full recortstr�ctior�, the �vntract�t �#��kl not disturkx tYr� exis�ir�g ��rf� an�l g�##er� �ri�+ev�+a� �pproa��, �r si�k�tiv�l�s_ 1+Vaier �ervic�� sh�11 �e in�t�lled ��ir�� �"gopher" �r sarnilar Rnear�s tha# YUII� I"10t CIIS�U��J �F�@ �����li7� ��.]C� �1'iCi ��l�t�f. If tF1S �7{IStlf7� CLGfL� �Cli� �li���f �5 �SfR�C���, it �h�ll be ���laced at t�� �n�ti#rac#o�s expen�� #o th� r�eare�k cor�struc#i�n joir�t in �ith�r direc#ior�, No s���r�t� p�yment w�ll be m�t�� for warEc and ma!�rials n�c��s��+ to p�at�ct the erci��Er�� curi� and g�t�er 2�rrd a1� �os#s inc�,rreti vwli! b� c�nsici�r�d #� b� subsidiary to tYte �vn��act. DA-�fi HAA�#� TRJAIV�iTI�iV; T�is it�r� v�+ill ��r�sist of tl�� fu��is�ing and �€a�3r�g at u2�ryi�g t.h��l�n�sses �r� �#�11�� surfac� in tran�ition �r��s whe� »d�c�#�d on #he }�lans, as �p��if�ed in t�ese spe�ifi�a#��r�� �r��l �t �kher locati�ns �� r���}� b� directed by �he �ngfrtee�. ThE� �tern s���ll k�e gave�r�e�1 by ��I appli�ah�� provEsions ofi �t�ndard Specifi�atibr�s ]t�m � ��. 7he pri�e bid �er t�r� Hh�A� Tran�iti�n as shovun in tt�e Proposa� wi�f �e ft�ll pa�ment for maker�ak� i�clu�ir�g all ]abor. �quipr��nl� toals a�d ir�cid�r����s r�e�ess�r� tc� c�mpt�#� th� wor�. ra����x � AS�4�7 SECT�oN E1oa - MATERIAL SPECIFICATIONs MATERIA� STANDARD E 100 JANUARY 1, � 978 (ADDED 5/13/9Q) WATER DEPARTMENT Afl materials, construction methods and pracedures used in this project shall confarm to 5ectians E1, E2, and E2A of the Fort Warth Water Department General Contract Documents and General Specifications, together with any additional material spec9ficatian(s), construction(s) or later revisian{s). �See revisions lisied on this sheet). Sections E1, E2 and E2A af the Fort Worth Water Department General Contract Documents and General Specifications are �er�by made a part af this contract document by re#erence f�r all purposes, th� same as if copies verbatim her�in, and such Sections are filed anu kept in the office of the City Secre#ary of the City of Fort Wor�h as an official record of the City of Fort Warth. INDEX E1 MATERlAL SPECIFICATIONS E2 CONSTRUCTION SPECIFICATI(�NS E3 GENEFiAL DE51GN DETAILS Revisions as of April 20, 1981, follow: E1-2.4 Backfill: (Correct minimum compaction requirement to 95% Practar density ar�d carrect P.I. vafues as follows:) a. Additional backfill requirements when approved for use ir� s#reets: 1. Type B Backfill (a) Maximum plastic index (PI) shall be 8 2. Type C Backfi{I (a) Material meeting requirements and ha�ing a PI ofi 8 or I�ss shall be considered as suitable far compaction by jetting (b) Material me�ting requiremer�t an� having a PI af 9 or more shall be considered far use only with mechar�ical compaction E2-2.11Trench Backfifl: (Carrect minimum compactian requirement when�v�r it appears in this section to 95% Proctar density except for paragraph a.1. where ti�e "95% madified Procter density" shall remain unchanged}. � .� SECTION E1a0 - MATERIAL. SPECIFICATIONS MATERIAL STANDARD E � Oa-4 JANUARY 1, 197$ (ADD�D 5/13/9a) E10D-4 WATERTIGHT MANHOLE INS�RTS '' E100-4.1 GENERAL: This standard covers tf�e #urnishing and instalEation of watertighi ', � gasketed manhole inserts in the Fort Worth sanitary sewer colfection system. E100-4.2 MATERIALS AND DESIGN: a. The manhole insert shall be of carrosion-praof high density polyethylene that meets or exceeds the requirements ofi ASTM D1248, Cat�q�ry 5, Type III. I b. The minimum thickness of the manhole insert shall be i18". I c. The manhole ins�rt shalf have a gasket that provides positi�e seal in wet ; or dry conditians. The gas4�et shall be made of ckosed cell neoprene rubber and mest the requirement of ASTM Di 056, or equal. d. The manhole insert shal� have a strap fvr removing the insert. The strap shall be made minimum 1" wide woven polypropylene or nylon webbing, . with tne ends treated to prevent unraveling. Stair�less steel hardware shall be used to securely attach strap to the insert. � e. The rnanhole frame shall be have orie ar more vent holes or �alves to reiease gasses and allow water inflow at a rate na greater than 10 - gailons per 24 hours. - ; i D1a0-4.31NSTALLATION: � a. The manhale frame shall be cleaned of al1 dirt and debris before placing � the manhole 9nsert on the rim. b. The manhole insert shall be fully seated around the manhole frame rim ta � retard water fram seeping between the cover and the manhole frame rim. � � 1.1 �� � 2 � �� _ r `�� , �.�. � P�S �66� �G�pper} � P6�� ��� ti���,=������ ,�—.� �B�S 2�� �E34¢��} � 1 :t . � �e _ oas ,f' ; . � - �� � �+ 1 �' i i l 6 - �eQ � "�° � � Q��s % �Q° ; � � l�e " �1.5ia ; ' ± � �� � 1 , y � .�. ± � � a ,� '� � r Zo25°� ,_6 + ;. ,.....�...... , � � � -I � ; � � a � � i + P � ' � I � a�.�5�. �� � - ��� �i� � .��; C� �� � -� �Ii � e �� ' ' a -- — - - � . t � i p � "'� ' ' _ � . ���t�� �� ������� �� , �.�� �� : � � �; a, � � � + i �.�ee i. .� � ae �o�e� � . � �91��1�6 ,.��t� '::',!,.;5 �s � � a� 9 � 3.�5"� � � �� � � ' � , �iEbl�Y'��iiA�ll�� ����14` �'��'g 1�(O�Qlft �i��L'��lal���"1` L'1'O(�Is�iCY, �c71l1 3�$i�-�$��5� i � �` � ; ,y i 1 / �� de t � ` 4i�.�i'Q�#� _ �°e...� �f�l� ��� ���l.d�? . � j �R��J��'� �i�� F����°� �� � � �C��� � �e -: �Q e ���� �ma�s�r�r�tQor� . _ � � �� ' �� i � i I � � i ' � � � � � �.5�e i I3°° �a�dfi¢�� . (Will t� printed on Contr�ctor's Letterhead) Date: DOE No: 366� PROJECT NAI�+I�: Souti�side II W�ter Tr�nsmissioa NY�in f�Ai'SCO �OCATION. ¢XX�� I.INIITS O� CONST.: {Boyce Strcet fpom �JV�b�sh to Che�okee Trail, C]�e�ro��e Trail #`rorn Boyce to G�mbrell, Gambrell irom Ci�ero�ee Trai! ta Semin�ry Hil� Elev�ted Sto�ge Tanl�} �stimated Duration of Constr€�ctio� on your Street :�� d�ys � �. - - �- � � � � . �i ti �� ' ;'�� � i� ,'��.-S.� � � . � � ' � r�G . r � f r � �., � . *N �� ti i , } . ' � . � -� � , � r} � � , . � ' � � �� /��F r � �� '�' � � � y'� � M5 k � _ �'� * � 4� ( Jj �, ��� ��' x I �I � �� � .� � � � ��' � I /I � � .•� �,� . � ��1 �� �� "�� 4 I �� ��� ���� "���'�� . L �.�.-�''� �-:� �' � � � �..� '�.a� '� ;� 7[`�i�� �S �['O I1�T��� XO�7 TIE��` i]1��D�1�. .�. COR7Ch�,C'I[' ��7['I�[ i�� � C� ��' �'O]E�7[` �►'�R�, O�[]� �OI�.�I� �VI�� � �PII��� �A'�'E� , Al�d�/01� ����� ]L�T�� � �C��1S�['I��C7[' � ��1�� �I� O� i 1 �OiJ� �O�iI� �R�l'�R7Ci�. i01�3S'�["��J� I�f�N �7V�i ����T 1�P�����C�L� ���I�T �A�S ���l�C 1`� �A�'� O� �'I��S liTOI���. �' ��iT �� ��5�'�Oi�i`� ��iTT 1����SS, ��C��'�, 5��� �� .�I��K O�II�� �S��C]E, ���E C�IId: iV��°, �cor�►cTOR�s suP��n�rn A'�' ��rxo� rro.� OR 1V1[�. �CITY IIYSP�CTOR� �.�' �TEL�PHOIeiE NO.� ��°']CEI� 4:30 ]�11� �� Olv V�]���NI�S, �I.h��S� �.���G 87�-797U �L�S� �E��' �'I�IS �'L �'�� ��1'�,D�'' �1��� �'�U C��. f �l GENERAL CONSTRUCTION NOTES Applicable design and details shal� conform to "General Con�ract Documents and Specifications fvr Water Departrnent Projects" (GCD) effect�ve July 1, 1978, with the latest revisions. 2. A11 harizontal blocking, cradle blocking, and �ertical tie-down blocking ta be in accordance with Fig.{s} 9, ID, and 1 lof the GCD. 3. Fire hydrants shall be located a minim.um af 3'-�" behind the face of curb per �ig. 5 GCD. 4. All gate va�ve installataons �or sizes up to 12" are to be per Fig. 3 GCD anc� sizes l b" and larger Fig. 4 GCD. 5. The proposed water andlar sewer mains at times wzll be laid clos� to other existing utilities and str�ctures both above and below the grouz�d. The cantractor shall make necessary pro�isions for the support and protection of aIl utility pales, fences, tr�es, shrubs, gas mains, telephone cables, TU cables, drainage pipes, uti]iiy services, and all other utilities and structures both above and below the gxound during canstruction. Ii is the contractor's responsibility to notify all utility owners pritor to any construction in the �rea and verify the actual location o� ail buried utilities that may or may not be shown on the plans. The contractor shail preserve and protect all underground and overhead facilities and be responsibie far any darnage he may cause to them. The Contract�r shal� contact the following @ least 48 hours prior to excavatiung at each location: �ort Worth Water Department Field Operations Fort Worth TransportaYion & Public Works Light and Signal Division Lone Star Gas Company Texas Utility Service Company Southwestern Bel� Telephone Company Texas One Call-Fiber Optics Location (MCT, AT&T, Sprint, etc.} Charter Comtnunieations 871-8296 871-5100 Metro {214} 263-3444 33��2328 Enterprzse 9800 1-500-245-4545 817/509-G272 6, Contractor shall verify the elevation, canfguration, and angulation of existing line priar to construction of iie-in materials. Such verification shall be considered as subsidiary cost a�pxoject and no additional compensa#ion will be allowed. Elevation adjustments at connectians may be made with bends, ofFsets, or joint deflectians. All nonstandard bends shall be made using the closest standard M.J. fittings with the req�ired joint deflections.(deflections not ta exceed manufacturer's deflection per joint) 7. Cantractor shall keep at least one lane of traffic open at all times during construction az�d access to ail places of business and residence at all tim�s.(reference C6-6.5 GCD) �I 8. Na excavated materials, hackfill materials, equipment, or supplies shall be stored wit.�in floodways �r drainage easements.(reference C6-6.6 GCD) 9. Trenches whxch lay outside e�cisting or future pavements shall be back�lled aboWe ti�e top o�'the embedment with Type "C" backfill material. When Type "C" backfiil rnaterial is not suitable, at the direction of the Engzneer, Type "B" materia! shall be used. AIl backfiil material shall be compacted to a mini�x►um of 90°/a practor density by means of tarnping only. Trenehes which cross uncier existing or future pavement shall be backfilled pez Fig. "A" with 9S°/a proctor density by jetting, tarnping, or a combination of such rnethads. 14.Rim elevations of the propased sanitary sewer m.anholes in repaved streets are shawn as final f:mished grades in these plans. They shall be construc�ed to � S" below final finished gxad� by utili#y cantractor and adjusted by paving contractor xn accardanee with Fig. M of ihe special contract documents. Concrete collar� shall be instajled where indicated on the �lar�s per Fig. 12l af the special contract documents. Manhole inserts shall be znstalled in a�l standard faur foat and standard four foot drop access manholes per E-100-4 af the special contract documents. Standard four foot dxametar manholes shall be in accordance vcrith section E2A, Fig. 143 and k'ig. 1 Q4 GCD, standard four foo� drap access r�anholes per Fig. 107 GCD, and s�allow manholes per Fig. 106 GCD. I 1.The tap of the wafer lines shall be a minirnum of 3'-6" b�Iow the top of the curb for 12" and smaller mains except where otherwise shown on these pla,zzs. 12.A11 water metErs shall4�e placed or relocated 3'-0" behind the face of the proposed curb or as d�rected by the Engineer. 13.A11 existing water ser�ices s�.all be re�laced with ]" minimu�m copper tubing unlEss a larger size is indicated on the plauns, Corporation stops shall be fully opened priar ta treneh backfill. Curb stops with laek wings shall be tested for full flow when the systern is pressure testetl. Extend 1" water services tQ thase lots where n�o water services have been extended to. Locate these serv'�ces at normal locations or as directed by the Engineer. a.The normal locatian of water service lines shall be 5' east or nnrth of the center of the prop�rty frantage. b.For 40' ar �ess lat frontage, all water services shall be plac�d 18" from the east or south property line. 1�F.AII sanitary sewer services encountered shall be r�placed to the property line as d�rected by the Engineer. t'HAS� 3 PARi B - pROPOSAl� CONSTRUCi�ON LJnit 1 5ectians �►, B, & C (This Proposal must not be removed from this book of Contract Documents) TQ: Gary W. Jackson City Manager Fort Worth, Texas PROPOSAL F4R: The furnishing of all materials, occept materials specified to be furnished by the City, equipment and labor for: Unit 1: SDUiHSf�� II WAi�R TRANSfw151SON MAIF� COIV�F�4CT � PHASE 3 5ection A IaVater �ine Improverr�ants �ase �id 5ection A Water �ine Improvements Alte�nate "A" Section A Water �ine Improvements Alternate "�" Section �: Sanita�y Sewer Impro�ements Section C: Paving �econstruction 9�� Rlo. 36G�, P1lV��-Ofi0��0140430, �S4fiaD70�8U1753�0 F�ursuant to the foregoing "Notice to Bidders", the �andersigned Bidder, having thoroughly examined the Contract Documents, including Plans, 5pecial Can#ract D�cuments, the General Cor�tract Documents and General Specifications for Water Department Projects, the site of the praject and understanding the amaunt o� wark to be done, and the pre�ailing conditions, hereby proposes to d4 afl the work, furr�ish alt labor, e�uipment and material, except as sp�cifred to be furnished by the City, which is necessary to fully complete the work as provided in the Plans ar�d Contract Documents, and subject to the inspection and appraval of the Director of the Department of �ngin�ering of #he City of Fort Worth, Texas; and binds himself �tpon acceptance of #his Proposal to execute a contract and furnish an approved Performance Bond, Payment Bond, Maintenanee Bond, and such other b�nds, if any, as may be requir�d by #he Cantract Documents for the performing and cample�ing of the said work. Con#ractor pro�oses to do the work within tha time stated and for the follQwir�g sums: (Furn�sh and install, including afl appurter�ant work, eomplete in place, tF�e following items} ("D-No." refers ta the related items in Part D- Special Canditions and Part DA— Additiona] Special Conditions). B-'! F'H��E 3 �Q1RY 1� � �P�OP��A�L ���usi���i��or� ���� 7 s���o��� ,�, �, � c (T�is Propasal musi nat be removed from this book of �ontract Documents) TO: Gary 1iV. Jackson City Y�anager �o�# VVorth, Texas PROPOSA� FOF�: The iurnishing of all materials, eccept maierials specifred to be furnish�d by the City, equi�men� �nd labar far: 11�o�i2 �; S���F�SI�� 01 V��+TER � 1�41h�S1�l�SlSO'� O�I�I�eI C�I��'62oo►Ci ��F�A�E 3 �ec4Qon a4 �3i�#e� Lin� Or��r�d�ur���� �a�� �is� S��i�mn � ��t�r� Lirt� Or�nprov���rv4� o4'te�r�a�� "A" �e�'�v�n A b�%��r �6�� I��prorrer��nfis ,�D��ro��te ""��3„ S��#oc�� I�A �a�ni"��y Se��nr�� Orm�rodenn�r��s S��tio� �n I��vin� ��c�r�s�r��tio� D�� R��. 3�fi�, P�l�i-���D��Q14���3i�, ��46����80'� i63�� Pursuant io the foregoing "Notice to �idders", the �andersigned Bidder, having 4horoughly examined �he Contract Documents, incEuding Plans, S�aecial Contr�ct Documents, the General Contract Documer�ts and Genera� Specifica#ions for IIVa�er De�artmeni Projects, fhe site af the project and u�ders�anding the ama�nt of �►ark io be done, ar�d the prevailing conditior�s, hereby proposes io do all ihe �vark, furnish all �abor, eq�aip�ent ar�d maierial, except as speci�ed ta b� furnished by ihe City, �rhich is necessary to fully compiete the �ork as provided -in the �lans and Contract Documer�ts, and subject to the �spection �nd a,pprov�l af 4he Direcior of the 9�eparhme�t af Engineerir�g �fi �he City af F'ort 11i1o�th, Texas; and binds himself upon accepi�nce of this Praposal ia �xecute a contract and furnish an approved IPeriormance �and, Payme�t Bon�, �llainter�ance �ond, and such other bonds, if �ny, as m�y be required by the Contract Doc►aments for the perFa�ming and cornpleting of tF�e said r�rark. Co�tracior praposes to do ihe vuork r�ri4�in the time siated ar�d ior �he fol�o�ving sums: (Furnish and insfi�ll, inc�uding alf app�rter�ant �rork, complete in place, the �ollo�ving i�ems) ("D-No.H �efe�s to the ref�,fed items in Parf D- Special Condiiions and Part DA-- Additional SpeciaE Conditions). ��1 i;r l, Phase 3- UnE� 'i - Southside II (5��6) Caniracfi 3 V�later i'ransmission fld�ain �O� P�o. 3s6�, �V'�`i�-06a77A140430, ��46�d70580175320 Unit 1 Section A Water Impro�ements Base Bid Item Apprax pescription of Item With � Unit Amount No. Quantity Unit B'rd Price Written in Words Price Bid {Furnish and install, incl�ding all appurtenant work, corrrplete in pface, the following items) Base Bid 'k A2 LF * 12-inch Water Pipe, Incl. Excavation, Embedment $ �� �'Q � Z��� o G and Backfill (D-49, D-80), Complete i� Place for f Dollars & n c► Cents per Linear Foot d0 2 3,704 LF ' B-inch Water Pipe, Incl. �xca�ation, Embedment $ z% $/00 DO �� U and Backfill (b-49, D-86), Complete in Place for �W�.� �u , s�,/ r .� bollars & r i'� d Cents per Llnear Fpot 3 166 LF " 6-}nch Water Pipe, Incl. Excavation, Embedment $ ��- �u $ �,� � a G and Backfill (�-49, D-80), Complete in Place far - F'u t� Dallars & n V Cents per Linear Foat nv 4 2 EA Connect to Existing 36�ater Llne (D-80), $ �Op $%QQp �� Complete in Place for rP-e f�i�sn n r/ �:'.� a�. n r%.��d Dollars & �, o Cents 5 �:7 � per Each 2 �A Connect to �cisting 12" Water Line (D-80), Complete in Place for �cvo ��ouso� d ��,�i�� � Dollars & n b Cents $ ZE'D� �� � �(a�D °G per Each 4G 17 EA Connect to Existing 6-inch and 8-inch Water Lines (D-80), $ /Spp Compiete /in Place for [�r�e -�liar�son c1 �ur fir� .-� n%ry � DOII�fS 8� r1U CBFlt9 per Each 3.0 TN Ductile Iron ar Gray lron Fittings far 12-inch or s�i�� W� te��es (0-80}, Compketa in Place for � rar�.sn ,y d Dollars 8 nc, Cents per Ton " Contractor sha41 complete Ciiy Appro�ed Product Form Page E3-10 B-2 o() $ . ���o � �S.S`D (� � $ 9noa°v �1���� 3 � lJ�ii � � ���+tFnsi�9� 01 ��2�6a ��r�3u°��� � 1V����' io���t�rr�i��ar�� IbPl�irn ��I€ I�OA 3�S�y �''�P'%7���'D�J�'1�4�'43�9 I1��+4�6�7�0���'�75��0 �l�i't � �ec�o�� ,� @��t��° ��p��de�er�Qs �as� �ud Iteru� Ap�rr�x �escrip�ioo� �� Iterr� �64Po � Un�n � A�a�u�4 �➢m. 1��aan'�u�1 �➢o�i� �id P�i�e'�V�itt�u� 6� �losc9s �r6�� f�uc� (Fumish and iRsiall, including all appurtenant vxork, complete i� piace, the following it�ms) 8 p g 3 EA 36-inch Butterfly Valve and 1/al�e Vault, Incl. $���00 O° $ 9�Ci00 glacking, Bypass Valve Extension 5tem and Valve 8ox, all Flanges, Outlets, and appartenartces requred to set valve in Proposed 36-inch 11Vater Line (D-71, D-80), �C plete in Place ior _�r�r� ��,n�.sa n c� Dollars 8 /l� Cents per Each 0 o C3 G g 1 FA 12-inch Gate Va1ve with Box and Lid (D-71, D-80) $/S� p w /�_SDO Com lete in Pface for D17� ��nt, �qnc� � �� �i.nr�s�dollars & �, �� Cents per Each 10 16 EP� 8-inch Gate Valve with Box and Lid {D-71, fl-80) Complete in Placa for �,�v �n r�ia d ����a Dollars & rl O Cents per �ach 11 5 EA 6-inch Gate Valve �rith Bax and Lid (D-71, D-SD} Complete in Place for �i�d' �un �ro�/ �;''��y Dollars & - q « � ' Cents � � S�Sc� O� � �/�D � S�� � O U � ZZSO � �' per �ach _ Op �,'' �' 12 1 EA Remove and 5al�rage Existing 12" Gate Vakve (D-55), $ ZQO $��� Complete in Place for ��,sn ia r. n...�Pcf Dollars & �7 U Cents per Each I/O � � 13 2 EF1 Remove and Salvage Existing 8" Gate Valve (�-55}, $ �� D $ ��Q Complete in1 Place� f�or ,�a1r� /7 rr n rr Lr- � Dollars 8, � i� Cents 14 per Each 12 EA Remove and Salvage Existing 6" Gate Vaive (n-5S), Compl�te in lac;e for �� ��, ,•�f s� � _ Dollars & nc� Cents per Each �� � �a o $ Z yz� D �o ��� R� �hase 3� Unit 1 p 5outhside If (S2�6) Cpntrac4 3 l�afer Transmission 14�ain ��� i�o. 36fi8, P1�177�060170'� 4443Q, P5�6�07058D1 ��320 llnit 1 Section A Water lmprovements Base Bic4 Item Apprux Descripiion of Item With Urtit Amount Na. Quantity Unit Bid Price Written in lNor�ds Price Bid (Furnish and install, including aA appurtenant work, complete in place, the fo�lowing items) o� 22 1 �A Install i 1!2" Meterwl Class "B" Meter Bax $�pp �U $� 00 (D-BO), Co�nplete if� Piace for �/x h tL nr�['�� dollars & �'1 [} Cents per Each 23 1 EA Install 2" Meter w! Class "B" Meter Box $/Op0 �� $/��O �� (D-80), Complete in Place for / r� Dollars & �"? !9 CenEs per Each Q� O � 24 32 EA 1" Tap, Saddle, Stop and Fittings for 1" Water 5ervice $ L,�'Q $���Q 7ap to ain (D-80), Complete ln Place for ��Q �tr n�.�P �'��2� o4lars & }� /) Cents 25 per Each OU 1 EA 1 1/2" 7ap, 5add]e, Stop and Fittings for 1 1!2" Water Service $ j�c�'C� Ta o Main (n-BO), Complete in Place for a��� d �� Qollars 8� I} U Cents � �1Ur"Q ° a per Each / 00 /� o G 26 1 EA 2" Tap, 5addle, Stop and F'iftings for 2" Water Service $ (p �� S(a QD Tap ko Main (D-80}, Complete in Place for •�/I! 1, �.. n d� od bollars & j7 U Cents ,� per Each 27 520 LF 1" Type "K" Capper Water Service Replacemenk (�-SO), Com lete in Place for ,S`%L�� P r� �ollars 8� h c) Cents per Linear Foot 28 30 LF 1 112" Type "K" Copper Water Senrice Replacement (�-8Dj, Complete in Place for Doflars & n ri Cents per Linear Foot �-� � fl� aU � �� � O � �3Z 0 ° � $ S'yD ° � I � F�Foa�� �-���� 'J - Ss��a��sb�� EI �S�-f� Cor���r�c� 3 9�a��� �Tr��u�����i�ro Ihl��an ��� �Is�s 36��9 �������������43�, ����-���0���1��3�� �]a�ii � S�ctomre A °�'��er Irr�g�rov��ner��s �3ase Bi� 9��rm �+�pr��c ��SC�T6�tIQ01 bf I��R�'1 i�9�I"0 L�aiit Arvt�sani �➢o. ��a��i�ty �J��t �i� F'ru�e'Wr��t�o� i�►1No�t�s �Pru�� �uc� `{Furnish and install, including all a�purtenant work, cpmplete in place, the follp+nring items) o C� 29 30 LF 2" Type "kC" CopperlJVater 5er�ice Replacement $ Z� �� $ � ZO (Q-8D , Complete in Place far w �� r �oiiar5 a� h v Cenis per Linear Foot O� pp 30 � L5 2-�nch iemporaryllVater 5enrice (D-84), $ /�$""�p�J $%S�p p Compkete in Place for fi��'��� +Z �h f�riSOn � Dollars 8� �7 O Cenls 31 � 33 per Lump 5um 3 EA Cut, Plug and ,4bandan Existing 20"124" Water Line {p-55 , Complete in Place for 'f�Pe� -P ��i �ta s A n e% DollafS $ �? U Cents per Each 3 EA Remave Existing 2q"124" Value Vaults (D-55), Cpmpleie in Place far [9r�� ��iaus4n c� Dollars& l� [� Cents 'f 00 34 704 35 100 per Each CY Crushed Limestone as �irected by the Engineer (D-45), Complete in Plaoa for � r� P Doilars � /� D Cents per Gubic Yard CY Ballast Stone as birected by the Engineer (D-45), Carnplete in Place for Qi'J P Dollars & /�i U Cents p�r Cubic Yard CY Class "A" (3000 psi) Rein#orced Concrete for YUlisc. Placement (D-45), Comp]eEe in Place for �� � Dollars & v� rf Cents per Cubic Yard � �aoo°�' � 9aDo � o � � O C� $ /�o � $ �O�D $ � 1 °� $ /Od r G � o0 $ � �d �G � �aQ $ /4 e) � � �: _ . i �� j , . � c� � PHASE 3[1N1T 1 SECTIDl� A- WA7�R IMPF20VEMENTS p r� �� � 5� d Alternate "A" - Concrete Water Pipe ,,, y � � z `s� �1 �, � � � a 1a 4,932 LF 36-inch Prestresed Concrete Cylinder Pipe, $'�� � ��To—"� �has� 3� Uniir �- Sou�hside II �S��fi} Con4ract 31d1�ater Yeansmission Main ' DOE No. 3G68, �IIV�ln06���014Q430, ��46-0lOva0175320 Unit 9 5ection A V4later Improvements Alte�nate "A" Item Approx �escri}�tion af Item With Unit Amaunt No. Quantity Unit Bid Price Vllritter� in Words Price Bid (F�rnish and install including all appurtenant work complete in place the following items) AUWUA C-301, Incl. �xca�ation, Embedment and Bacicfill (D-49, D-80, DA-38), Com lete in Place, for �/%P �r�n /�/Arr71//rt7���0� �fS � � a r Cents per Linear Foot 2a 3a d!'� pi �.� 1 L5 Fittings and Speciais for 36-inch Concrete Water Lines $ �5"rd4a $.�.$'�op� (DA-38), Complete in Place for �iS,r�o �i✓r i�r��isan� Dolkars & /I U Cents per Lump Sum d l'J 2 EA 3fi" Closure Section (DA-38), as required for $ ��G`�C� $ �QQ� ('� �� Insfallatian, Complete in Place for ��iaD� �'�id t�-f'�}n c� _Dollars & /� U Cents per Each I SUBTOTAL - Phasa 3 Unit 1 Section A Alternate "A" - Concrete Cy�inder Pipe TraRsfer Su6iotal Alternate �A" io B-Summary Page a� la S �SD D `�' ��� ���'zs� ° � �-$ i � �hase 3 Unit 9- Southside II (52pfi} Coniract 3!!4later `Transmission f�ain f�0� h�o. 36G�, P1�77�06(}770140430, PS46d010�801'��320 City-Approved Praduct Form for * ' C01dTRACTOR SHALL SELECT �Y^� OF P�P� TO BE US�D: Fop Pipes 1a" and smailer� S�API�ARD SpECIFiCAiION N0. #�I�� 51ZE Water .,� �1-B 2" t�rough 38" �1-24 4" through 12" I Consult the "City of Fort Worth, Texas standard I'raduct List" to obtain the GenericlTrade Name and the � 1 Man�facture ior the pipes listed above. �� Failure to provide the information required above may result in rejection of bid as nort-responsive. Only products or methods lisied above will be a�fowed for use in this project. Any substitution shall � i � result in rejectian af bid as non-responsive. 0 B-� a �hase 3� Unit 7� Southsid� II {S�-G) Contract 3 Wate� iransmission �lain 90� R�o, 3668, ��V7'��060i70'f40430, �S46�a'�D�SQ't7�32Q Section A � 1�1later Lin� �mprovements 36" Prestressed Concrete Cyli�der Pipe {AWWA C301} Add or 5ubtract for the follawing Cast fror� Fittings !ncluding Installation Beveled Joi�ts �ach Quantit a � 1° io 5° Beveled Joint $ Z/ �f °-`� 26 $..5�(a� /( Bends 67°31' and Larger Valve Adaqtors GKTxC.I, WI Flg. Outlet & Insulation Kit C.I.xGKT wl Flg. Outlet & lnsulation Kit Outkets 2" Flg. WI Insulated Kit 6" FEg. or MJ Ball 8" Flg. or MJ Bell 24" Blind Flange Adaptors Closure Section Thrust Rir�g Plu� Bell or Spigot Randam Pipe Lenqths initial Cost Plus Cost per Foot O � $ .5`�'� g � 2 subsickiary to price af �alve subsidiary to price of �alve swbsidiary to price of valve subsidiary to price of valve � lyz� p" 7 subsidiary to price of valve $ 3Qar� ° d � 2 $ .�s"'v p 7 $ %�DO �d � � .� � y� � � yFittings not itemized are considered subsidiary to the price of t�e associated butte�'fly valve, air and vacuum release �alve, blow-off �alve O� $ /636 d $ � 5�� o � � $ 7�6a�� $ � yd a� � /080 6 � $ g 9.Y Z o a � 9ko � o d a $ �DaO � zYsaa " v $ �y�� � � 39y °" 8-11 .i ! �hase 3� Uni� 1� Soufihside II �S�-6) Confi�act 3 Water �ransmission [�ain , DO� �o. 3668, �1�V�'��0607�01�0430, �S46-O�O��U1��320 Secfion A - �later �ine Improvemenfs ' Lisfi of �uc�ile IPon �iffings � la►s �equired by ��2�.�1A �o be Submitted wri#h Bid .' ` Size of No. of Fittings Type of Weight Each Total Weight Fittings (EA) 26 2 � 3 1 6 11 1 12 �F 2 2 7 3 z 2 4 2 1 1 1 <5% 36"x90° $"x9a° 8"x11.25° ��� 8�� 8,�X��� 12"x6" ��� $�� 12" 36" 36"x8" 8"x6" a„�$„ 12"x8" 8�� 8,�x8�� 8�� 12,� 36" Fitting Bevel Ben� Bend Bend Caupling Coupling Reducer Reducer Solid Sle�ve Solid Slee�e Solid 5leeve Solid Sleeve Outlet Tee Tee Tee Wye Crass Plug P1t�g Plug Fitting 11Q za7� 125 11D 110 120 95 15D 39 53 82 1495 2520 17� 185 340 225 108 50 85 975 2860 4950 125 33Q 11a 720 1045 'f 50 468 212 164 2990 17640 52a 370 680 900 z�s 50 85 975 B-1 a �'hase 3 � Unif � - Soufhside I1 (S2�6� �onfiract 3 Vl�ate� �"ransmission �ain DQ€ No. 3668, �1�i�ea60��0140430, PS46-U70��Q'975320 Unit 1 Section B Sanitary Sewer Impro�ements � Item Approx Description of Item With Unit Amaunt � � No. Quantity lJnit Bid Price Written in Words �rice Bid � (Furnisf� and instalk, including all appurtenant work, complete in place, the following ilems) PHASE 3 UNIT 7 SECTION B- SANITARY SEWER IMPROVEM�NTS 1 393 LF i 8-inch Sewer Pipe (D-4S) Completa in P/lace far � � 'i' 7N �S'�.Jv �Dollars & i7 r� Cents p o s� '/ bo per Linear Foot $ �..�� $ / �s 7� � '` 2 2 EA Std. 4' Dia. 5anitary 5ewer Manhole (D-52) , Complete in Place for I �n� ��in n �' �t ars & r� t� Cents o o n O per Each $ �`�00 $ z�00 �I � 3 3 VF Addikional Depth for a' Diameter Manhole (b-52) Complete in P!a for / � E3rr_p �u.,�/i�d Dollars& . .. /iri � �' � � Cents Q � Q � perVertical Foot $ �4 D � �04 Ij i� 4 9 EA 4" Servica Tap ta Main (D-53), , Camp ete in Pl�ce for .�� A" hu n �/in � DoNars & '. r�r) Cents a G a U , per Each $ ��Uf1 $ � � � � �� 5 225 i.F "4" 5anitary 5ewer Service Line (D-53), Complate in-P c for bnllars 8� � iI D Cents . per Linear Foot $ �� � 0 $ �/ �� (j � � :i 6 9 �A 4" Two-Way Clean-o�tt (D-89), Com lete in Place far I' ,�r� o� bollara & � ,� n Cents i Rer Each S %�(� �� $�!P � 0 p d ui ll � ' Contractor shall com�alete City Approved Product Forrn Page B-1fi B-13 �has� � 4 �Drua� � � S��tl�so�� ID �S���� ��a���r��� 3 ���e� iT�ara��ro��sa�r� I'��an ��� �lm, 3�5�, F'V�95'�����D���D9�����D, ��4�6����0���'Q75�a� ��it � Sectior� � �ar�64ary �ewer Irv��rove�e�r4s 12errn A�,pp�ox Descro}�tucrr� of p��us� �V61aR� Uu�it A�moa�rn� Pla, ��a�nt��}/ �1u�i� �id Pric� �irB�t�� i�n �J��ds �ri�� �,�� ti(Furn�sh and install, incl�ding all appurtenant work, compEete in place, the follovving iterns) 7 2 Eq Vacuum 7est Sanitary Sewer A4anhole (D-63), Compleie in Place for t�/���ur� d/'R°� ,�`��U Dollars 8� 1 � � Cents 8 9 10 17 per Each 2 EA Standard Cancrete Coflarfor 5anitaryr �e�er �anholes per Fig. i21 (p-52) Complete in PEace far a��.r�i� c� �' �'�� Dollars 8� f7 a Cents per �ach 2 EA 11Vatertight PU�anhole Inserts (D-52} Complete in Place for DiJ -P �i ca n ri�,� � Dollars 8� rl o Cents � 383 ,2 575 13 110 per Each EA Remove Existing 11Aanhole (D-55) Complete in Place for -5��� � u n r��P r� Doqars & n c� Cents per �ach LF Trench Safery System (D-51), Complete in Pface for Q/� � Dollars & � � Cents per Linear Foot LF �err3porary Pavement Repair, Figure 2Q00-1, (�A-28), Complste in Place for �PL� � n Dolkars 8, ��'i�0 Cents per Linear Foot �.F Permanent Asphalt Pavement Rapair, Figure 2DD0-i , 2000-�4B (DA-28), Complete in Place for ��i 1 r�u {1' ,_4-P bolla�s S� � n c) Cents per Linear Foot � � � � $ �,s a $ �.30 C o �'J d D $ zs � $ S �C� �� U O $ �aa $ za� /� � S !O �� � $ �a �D � O � G� d � $ � $ ��3 � � �0 d � $ 3 S� ���z 5 0 � .3�,5'� � c3 ��� � i l �hase 3 Unit 7 d�outhside II (S2-Cj Cantr�ac� 31�U'afer �ransmi�sion f+llain DO� R�o. 3668, �1d91i��Q60770140�30, ���fi�07Q�801i�r3�Q City-Appro�ecf Product Farm for * '" CONTRACTOR SFlAL� S�L�CT TYP� OF PIPE 7D B� IJSED: SiANDARD SP€CIFICAT'ION NO. F��PE SIZE �,� � Sewer � E1-31 E1-25 �1-27 �1-28 E1 QO-2 4" thru 10° 4" thru 15" 4" thr� � 5�� 18"thru 27" 18" thr� 48" Consult the "City of Fart Warth, Texas Standard Product List" to obtain the GenericlTrade Name and the Manufacture for the pip�s listed above. Failure to provide the information required above may result in rejection of bid as �on-responsive. Only products or methods listed abo�� will be allowed for use in this pro�ect. Any substitution shali result in rejection of bid as non-responsive, B-1 G i i � L, �� f�WAS� 3� Unit � e Sou�hside II (S2-�) Contract 3�ater� iransmission Il�ain DO� No. 366�, �I�V77�060770��0430, �546�0�'Ov80'�l�320 PHASE 3 LJN1T 1 SECTION C- PAVING RECONSTRUCTION 5� item Approx Descriptian �f Item With Unit Amount � Item No. Alo. Quantity Unit Bid Price 11Vritten in Words Ppice Bic# (Furnish and install, including al1 appurEenant work, complete in place, the following it�ms) PHASE 3 UNIT 1 SECTION C- PAViNG f2�CONSTRIlCTION SP 100 1 7 SY Rernove Exlsting HMAC �riveways (DA-23, SP 100}, Complete in Piac� for �/P v .� .-� �ollars & �cr�rr, �� Cents � per Square Yard $ /`/ � $ �� � � SP �Q4 2 4,980 LF Remove Concrete Curb and Gutter (RA-22, SP 104) Complete in P�ace for fiva bollars & �ryr� �uv Cents � � � p per Linear Foot $ � $ ���� � 5P 104 3 890 SY Remove Existing Concrete �riveways, Valley Gutters, Sidewalks, Storm �rain INets (SP 1Da), Complste in Place for s,�� oo,��� & �SPCJpr� !�� Gents � � � � per Square Yard $ � $ J�%� � 5P 104 4 5 ER Remove Existing Storm Drain Inlets {SP ia4), Camp{ete in Place for ' �'y � �+��%�'/7 �irin/�i',ol� �diff/ DDllal's $� h � Cents 5P 106 s a,2oa SP 196 6 1,16U c� G � 37Z z n0 $ 37S`�a per Cubic Yard $ 14.00 $ 12,1 p0.00 o� per Each $ % %��S � CY Unclassified Exc2�ation (DA-39, SP 106), Complete in place for /�/E1 �i-� �ollars & Jn i'n � �� fy "C Cents per Cubic Yard $ � �S CY Topsoil (Q-73, SP 118}, Complete in Place for E18�en Dollars & no Cents � SP 118 7 4,700 SY Sadding�D-73, SP-718j, Camplata in Place for c� ca Doilars 8� n i.�, o�� CenEs O �� p�:rSquareYard $ � � $ �,�6,��' �il �-'� � �HA�E 3� Unifi '9 � Soufihside II (S�-6) ConfiYac� 311Va#e� �r�ansmissior� 11�ain �O� IVo. 3668, P�Vi7�Ofi0i'! 014043U, �S46pflY0��0'1 i�320 PHASE 3 UNIT 1 S�CTION C- PAVING RECONSTRUCTI�N SP Item Approx Descriptian of Itern With Unit Amount � Item No. No. Quantity Unit Bid Price Written in Words Price Bid (Furnish and install, including all appurtenant work, complete in plac�;, th� fQlkowing items} SP 206 8 8 CY Gravel #or Driveway 7ransition (SP 206}, Com% fete in Place for �hir�. ��� d Rollars 8� �',l'�� Cents rj per Cubic Yard � $ �� � $ 7�l�J � � SP 208 9 25 CY 6" Flex Base for Driveway Slopeback (DA-40, 5P 2Q8), Comglgte in p!a �� r t/ i.-'f rr� Dollars & ___ _ t� .� Cents per Cublc Yard $ �� � � $ ��.� � (� SP 210 10 21,733 SY 6" �'tme 5tabilized Subgrade (DA-52, SP 210) Complete in P{ace for �i� Q Dollars & _P/�% �� �'v C! Cents 6 S / per Square Yard $ , �� $ �%2 C' �d SP 212 11 326 TN Lime for Stabilization of HMAC Pavement Subgrade & Curb & Gutter (30 Ibslsy} (DA-53, 5P 212) Complete in Place far C'/A � ��a . Si�.� Dollars & � U Cents $ �� � U $ ���3�' D � per Tan SP 312 12 18,617 SY 5-Inch HAIIAC Paving Reconstructian (DA-51 SP 312} Complete in Place for 7�r� �/d n Dollars 8� �iPU�rj/i ��[� Cents r per Square Yard SP 392 13 900.0 TN 6" HMAC forTransitian (DA-58, SF 312}, Compfete in Place for �'�/,r .Si�.� Dallars 8� r /"I d Cents SP �444 1 a per Ton 5 EA 14' Recessed Curb Inlet per COFW TPW 5-Sb2 (SP AR4), Complef� in Place for �rv� �di�uSrana� ��P r�r,�rPd�ollars 8� J1 G� Cents per Each $ /Z �s�. $ `S_�, ° Q $ Z/4D �� $Z3���'G �s $ .�l'04 oa $ /�.�'O o D e� B-i � � i� PH�S� 3 o Unifi '� � Sou�hside ll (S2-fi) Gon�ract 31�ater iransmission IVYain DO� Plo. 3fi6�, �Vl�77�060770140430, ��46d01U�80���320 PHASE 3 UNIT 1 SECTION C- PAV{I�G RECONSTRUCTfDN ISP Item Approx Deseription of Item With lJt�it Amount Item No, No. Quantity Unit Bid Price Written in Words Price Bid {Fumish and install, including all appurtenant work, complete in place, the following items) SP 450 15 32 EA Adjust WaEer Meter to Grade (D-89,9, SP 450), Complete in I'lace for Thirtv-five 17ollars & no Cents perEach $ 35.00 $ 1,'E20.00 SP 460 1S 4 EA Adjust Manhole to Grade {D-80.9, SP 450), Complete in Place for Three Hundred Fiftv Dollars & no Cents per Each $ 350.00 $ 1,4�0,00 SP 450 17 25 EA Adjust Watar Vafve to Grade (D-80.10, SP 450), Complete in Place for Three Hundred Doilars & no Cents per Each $ 300,00 $ 7,5DO.p0 SP 450 18 1 LS Miscellaneous Utility Adjustments (DA-45, SP 45D) Complete in Place for Ten Thousand Dollars 8� no Cents perLumpSum $ 'f0,Q00.D0 $ 10,0OO.OD SP ��� 19 5,475 sP 50a zo 2oQ LF Construct 7" Concrete Curb and Gutter (DA-22, Sp 502) Compketa in Place for /% i �7 � Dollars & ,�' ��✓ Cents per Linear Foot , LF 6" Pipe Subdrain if required and as Directed by Engineer (aA-41, SP 5fl0), Complete in Place for ��a r, Dollars & �' �'�/ Cents per �inear Foot ;� SP 5D4 21 425 SF Canstruct fi-inch Thick Concrete Driveways (DA-23, SP 5D4), Complete in Place for �i�i �ollars & ,�i',i r Cents II perSquare Foo4 �� � � �� s C� �b $ �/ d S U $ �j Z� �z 5 � �/�6 � d �� $ /7ZI B-19 Phase 3 - Alternate "A" Sta. D+00 to Sta. 49+30 (36" VIlL} Southside II 1Nat�� Transmission Niain Contract 3 UNIT 1- Southside Il {g 2-61 Contract 3 7ransmission Main o� TOTAL 8ase Bid Unit 1 Sectlon A- Water Line Improvements �,5 8 Z,� � oG Sl3BTO7Al Unii 1 5ection A- Water Line Improvements Alternate "A" - Concrete Water Pipe los %•SOD ' ��-S ;� '/ TOTAL Unit 1 Seetion B• Sanitary 5ewer ImprovemenEs 7�i %�,�, 5ry� ' I TOTAL Unit 7 5e�tion C- Paving Re�onstructfon (Rehabilitation) �� ��/ �• 7� f� ✓ �i /G�y��o z� ! GRAND TOTAL PHASE 3 ALTERM1lATE "A" SOU7HSID� II WAiER TRANSMISSiON MAIN .-��j� z 5� �j 1 T his st�9�er��nl we�� pYe�ar�st uR�lizfng �!�n��:� cost e�tirr�at� �ra�:tices. 1# Is undersxood ar�cf agreecl khai khis . . j I� 3n 25kl�YFr]le ranly. �if� Ih�! C�qinr�rshall nai �� �iai�le Co Qwf�er o[ R+� B ihlfr� p�r5y fpr any faiiirfp �u a�^�rak�ky I esRirre�le kh� tosl ui khe projtcl, ur �ny p�rt Ihera;sf_ , ` �_ � I I B-Summary (U1 Alt A) Phase 3 - Alternate "B" Sta. O+OQ to 5ta. 49+30 (36" WL) Southside II V{later 7ransmission Main Contraet 3 � ^r � L UNI7 1- Southside II {S 2-fi) Cantract 3 Transmission Main TOTAL Base Bid Unit 1 Seciion A- Water Line ImpravemenGs SUBTOTAL Elnit 1 Sectian A- Wa#er Line Improvements Alternate "B" - �uctile Iron Water Pipe TOTAL Unif 9 Section B• Sanitary Sewer imprpvements TOTAL Unil 1 Section C- Paving Recanstructfon (Rehabflitation) y��i o d /� �"� Y�.z�=-�! - �Y� ./a��' �/ ll� �: � � �-��—S—d / 1�f) �J IO� GRAND �'OTAL PHAS� 3 A�TERI�ATE �8�� SOUTHSIDE II WATER TRANSMISSION MAIN `j/a ,�,� g/ ! T�ts s'glambn# x�as �re;�ar��k �Eilaing st�r�dard casX �ssir�r�t� pr�r,iir.es II is �r�d�rstood a�� �gr���}�th�� llllr: Is �n e�!im�l�x 4n1�, and thai �€�qin�ae aha�l n�k ba I�o�l� io �wner a{ 3o a�Jrir� parly far any C�ilt�re �a.aa_a.u�;�lely �s�rna�a 1hL cosl �f tE�e proje�t, o.r ar,y pa� �h�r,�uf, . � � . �i���i 1' � .. . �e . . . . � .`,��i , � . - - - '"•.•��Yi�iY�ii- � .Ii�l� � I I � B-Summary (U7 Alt �) PHASE 3 PART B PROPOSAL (cont} Within ten (1 �) days after natificatian by the City, the undersigned will execute #he farmal cont�act and will defi�er an appraved Surety Bond and such other bonds as requir�c} by the Contract Documents, for the faithful perfarmance of this Cantract. l�ie attach�d bid security in the amaunt of 5% is #o become the property of the City ofi Fort Worth, Texas, in the event the contract and bond or bands are nat executed and delivered within the time above set forth as liquidated �amages far the delay a�d add�ional work caused thereby. The undersigned bidder certified that he has obtait�ed ai least one set of the Genera! Contract �ocuments and General 5pecifications for Water Department Proj�cts dated Jan�ary 1, 9978, and that he has reaci and tf�oroughly understands all the requir�ments and conditinns of those General Documents, and the specific Contrac# Doc�ments and appurtenant plans. Tha ur�cfersigned assures that its employees and applicants for employment and those of any labar organization, subcontractors, or employment agency in either furnishing ar referring employee applicants to the undersigned are not discrim�nated against as prohibited by the terms of Ci#y Ordinance No. 7278 as amended by the City Ordinanee No. 7400. The Bidder agrees t� begin construction within 10 calendar days after issue af the work order, anc! to camplete the contract within 240 calendar days after beginning construction as set fortk� in the writt�n order to be furnished by fhe Owner. Consfieuc�ien �equencing and completion dates: �hase 3: 5fia. Q¢00 fo Sta. 49�3D 3G" F.�91a�ep T�a�smission �UYain The Bidder agrees to complete the Phase 3 contract, incEuding the parallel 8'" and 12" water lines (Unit 1, 5ection A), the miscellaneous sanitary s�wer replacements {Unit 1, Section B}, and the pavement rehabilitation (Unit 1, Secti�n C} in the described limits of Phase 3,within 2a0 calendar days from the issuance o� the work order. The Bidder further agre�s to haae the Phase 3 Unit 1 Section A 36" wat�r transmission main installed with aEl connections in place and operational by March 31, 2003. The Phase 3 construction shall incfude the section of 36" water line �rom the canneciian at B�yce Street and Wabash ta the �ew 36" �alvelvault west of Sem�nary Hill Elevated Storag� Tanic {Sta. 0+00 #o Sta. 49+30). The Phase 3 Water Line shall be divided into sections between in-line 36" �alves and defined as follows: Section Station From To � 4+p0 14-�00 2 14-�00 26+8� 3 26+8Q 39+OQ �} 3g+Q0 49+30 ��2'9 Under no circumstances shall the water line construction along Boyce, Cherokee Trail, andlar Gambrell Street exceed the temparary pavement repair by a length of mare than 400'. In addition, each consecu#i�e section shall begin full width paving reconstruction irrmmediately upon successful compietion of in-line valve testing. Section 1 permanent paving must stark prior to beginning af Section 2 water line construction. Section 1 water line shall be installed, pressure tested be#ween valves, and have full width paving �econstruc#ion (includir�g cur� and gutter, driveway approaches, sidewalks, leadwalks, and valley gutters) complete in place prior to beginning any wa#er line construction on sections 3 or 4. Section 2 permanar�t paving must start prior ta beginning of Section 3 water IiRe construction. Section 2 waier fine sha11 be insfalled, pressure tested between valves, and have fuli�width pa�ing reconstruction (inciuding curb and gutter, driveway appraaches, sidewalks, leadwalks, and valley gutters} complete in place prior to beginning any water line construction an Secfion 4. Sectian 3 permanent paving must start prior to beginning of Section 4 water line canstruction. �-�� i PHASE 3 PART B PROP05A� (cont.) �Complete A or B below, as applicabfe:} A, The principal place of business af our company is in the State of Non-resident bidders in the Stat� af , our principaf place of b�asiness, are required to �e percent lower than resident bidders by state law. A copy of the statute is attached. Non-resident bidders in the 5tate of . our principal pface of business, are not required to ur�derbid resident bidders. � B. The principal place of business of our company or o�r parent campany or majarity awner is in the State of Texas. Receipt is acknowledged of the following addenda: Addendum No. 1 (Initials} tJ�.S Addendum No, 2 (Initials) LJ9S Addendum No. 3 (Initials} � Addendum No. 4 (Initials) Addendum Na. � (Initialsj Adder�dum No, 6 (Initialsl i i Respec#fully submitted, L�/i!%iqrn �e7r-%u%�r1/!G Clll.�ra �,'�c%r C COl7S1 i'uG/,D y� g�l: Gc/..[-��L��n�, y �,,: l � u Tltle: �r�si�/P�,� Addr�ss: �C� ,�DX y/d3 � S F�,� f l.J�,��� �X 7/ 1 yo , 'Telephone: �/ 7� 2 43 -- / 8� 3 . ! {SEAL) If Bidder is Corporation Date: S�P r�-i �i P, r��40 Z I I �-23 '" ����� ��� CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSAT�ON LAW Pursuant to of V.T.C.A. Labor Code Section �-06.096 (2000), Contractar certifies that it provides workers' compensation insurance coverage for all o� its employees employed on City of Fort Worth Engineerir�g No. �Fih�3 and City of Fort Worth Project Numbers RW77-�fi07701�0430 8� PS�6-07046Q136910 William �. Schultz, Inc., dba Circle "C" Constructi�n Campany CONTRACTOR� . � I,� �r �f' By: _ WiIli J. S tz President Title � � .� STATE OF TEXAS COUNTY OF TARRANT �� § �ECEMBER 4, 2002 Date BEFORE ME, the undersigned authority, on this day personally appeaued William T. Schultz, known to me to be the person whose name is subscribed to the foregaing instrument, and acknawledged to rne that he executed tl�e same as tlxe act and deed of Preside of WiIliam T. Schult�. Inc.. dba Circle "C" Constr�ction Comnanv for the purposes and consideration therein expre�sed and in the capacity therein stated. ` a GIVEN UNDER MY HAND AND SEAL OF OFFICE this �� day ofi; ``��. 20�, ' ; p�P�Y F���{� SH�RYL A. KWT�S : *��� Notary Public � a�, � � STATE p� TEXAS ��aF'�� My Comm. Exp. 041i 1/20D4 �� /J ,� �f,i 1`� � / ,�-, , � ,, �, ir / '� 't Y I • � �..-� j:(! Notary Public in �nd for the State of Texas rE�o�,A.�rcE so�n Bond l�To. b19G71'� TH� STATE �F TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY O�' TARRANT § That we, (1) William J. Schultz., ,Inc., d�a Cirele "C" Consfr�ction Comuanv, as Principal herein, and (2) Safeco Insurance Comoanv of America, a corporation organized under the laws of the State of (3) Washin t�on, and who is authorized to issue surety bonds in the State of Texas, Surety herein, are held and firmly bound unto the Ca�ty of Fort Worth, a municipal corpora�ion locafed in Tarrant and Denton Counties, Texas, Obligee herein, in the sum of One I1�[illion. Six Hundred Ninetv Two Thousand, Ei�ht Hundred S�tv and �5/100 Dollars {$1..,692,SG0.25) for the payment of which sum we bind ourselves, our heirs, executors, administratoxs, successors and assigns, jointly and s�veraily, firmly by these presents. WHEREAS, Principal has entered into a certa�n written contract with the Obligee dated the 19�' day of liTovember, 240�, a copy af wkuch is attached hereto and made a part hereof for aIl purposes, for the construct�on of: SQUTHSIIIE II (S2�61 COI�TTRACT 1�T0. 3. WATER TRAlYS1ViISS�U�T MAI1�T. PHASE - III, PW'�9-06077Q14D430. PS4b�0704G0I36910. D.O.E. NO. 3668 NOW, THEREFORE, the condition of this obligatian is such, if the said Principal shall faithiully perform the work in accordance with the plans, specifications, and contract docuxnenfs and s�all fully indemnify and hold harmless the Obligee from a11 costs and damages which Obligee may suffer by reason of Principa.l's defaul#, and reimburse and repay Obligee for all outlay and expense that Obligee may incur in making good such default, then this obligation sha11 be void; otherwise, to remain in fu11 force and effect. PROVIDED, HOWEVER, that thi5 bond is executed pursuant to Chapter 2253 of the T�xas Governrrient Code, as amended, and all liabilities on this bond shall be determined in accordance with tha provi.sions of such statute, to the same extent a� if it were copied at length herein. TN WITNESS WHEREOF, the duly author�zed representatives of the Principal and the Surety have executed this instrumcnt. SIGNED and SEALED this 19T� day o�Navember, 2002. ; AT�EST: ! , � M , � � (Principal) �ecretary " �. Witness as ta Principal I � ATTEST: � Secretary (SEAL) � .f� _ �� i.i L��,��- - itness as to Surety, �ndrea Nlefh��on Wiliiam J. Sehulta, In�., db� Cir�t� "�" �ons�ruetion Company PRlNCIPAL By: � _��.��� �-' __-.— � __ � Nam�: William J. S�hul��, �r�sid�n4 Address: �. 8, �ox �03a� �or� Worth, 'i)C i6� 40 Safe�� 1n�ur�nc�, Company of Amepi�a SURETY ' " � By: � � - � Name: �herry! A. I�luits, Atiorne� in-�a�t Address: Sa4eco Plaza S�aitle, L�I�A 9�i8� Telephone Number: i-SOOo412R4��� NOTE: (Z } Correct name of Principal (Contractor). (2) Gorrect name of Surety. (3) State of incorporation of Surety Telsphan� number of surety must be stated. ln addition, an original copy of Power of Attorney shall be attached to Bond by the Attorney-in-Fact, The date of bond shall not be prior to date af Contrac#. I. �POW E R SAFECO INSURANCE COMPANY DF AMERICA ������'� GENER+4L INSURANCE COMPANY OF AMERICA � OF ATTORNEY HOMEQFFIC�: SAFECO PLAZA 5�A7iL�, WASFEING70N 981B5 KNDW ALL BY TFiESE PRESENTS: Nv, i498 That SAFECO INSURANCE COMPANY QF AM�RiCA and GENERAL 1NSURANCE GOMPANY QF AM�RICA, eac� a Washington corpora6an, does each hereby appoint e�::���*�*+�**e���sa�x*����*�*JOHN A. MiLLSR; Sf�RYL A. iGLLfTTS; JOHN A. Iu[II�LER, TF; K.R HARV�Y; Fort Worth, Texes**'�'�*"""'�********s*t�ss*as �*a,:.....: .:.:..:.:.:..:..:..: its true and fawful afiorney{s}In-{act, with fuil authorfty tio execute on lts bahalf fidelity and sureiy bonds or undertakings and other documents of a slmilar character issued in the course of its business, and to bind 1he respeckive comp�ny ihereby. IN Nf��NE53 WIiER�O�, SAFECO INSURANGE COMPANY DF AMERICA and GENERAL INSURANCE GOMFANY OF AMERICA have each executed and attested these presents - this 21st day of April . 1999 ��.� ' � R.A. PIEEiSaN, SECRETARY 1N. RANDALL570DDARD, PIt�51D�N7 CERTIFICATE Exfract fram the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GEiVERAI. INSURANC� COMPANY OF AMERICA: _"Article V, 5ection 13. - FIDELITY ANQ SURETY BONDS ... tFse President, any Vice Presidant, the Secretary, and any Assistant Uce Pres�dent appointed for that purpase by the officer in charge of surety opera�ons, shall each have authority to appalni individuals as attomeys-in-fact or under other appropriafe titles wilh autharity to execula on behalf af the company fidelity and surety bonds and other documenfs of simllar character lssued py the company in the caurse af its business_.. On any instrument making or evfdencing such appaintment, the sEgnaiures,may be affixad by facslmile. On any instrument conferring such authority or on any bond or undertaking of 1he oompany, the seal, or a fac�Emlle thereof, may 6e fmpressed or affixed or in any otiier manner reproduced; provided, hawever, that the seal shall not be necessery to the validity of any such instrumeni or undertaking." Extract from a Resolution of the Board of Directors of SAF�CD INSURAi10E COMPANY OF AMERICA and af GENERAL IN5URANGE COMPANY OF AMERICA adopted .luly 28, 1970. "Qn any certifcafe executed by the Secrehary or an assistant secretary of the Company'setting out, {i) The provisivns of A�icle V, Sectian 13 of the By-Laws, and (li) A copy of the power-af-attamey appointment, exec�.�tad pursuant thereto, and (1iij Certify+ng tha# said pouver-of-attomey appointrnent is in full force and effect, ihe sEgnaiure of ihe cartifying officer may ba by facsEmile, and fhe seal of the Company may be a facsimile thereoF." I, R.A. Pierson, Secretary of SAFECO INSlJRANCE COMPANY OF AMERICA and of GEN�RAI. INSURANC� CQMPANY OF AMERICA, do hereby certify that ihe foregoing exfiracts of 1he By-Laws and of a Resalution af the Baard of Direciors af these corpora�ons, and of a Power of Attomey issued pursuant thereto, are true and carrect, and thaf boih the By-Laws, �e Resolution and the Power of Attomey are still in full force and effect. IN 1NETNES5 WHEREO�, I have hereunto set my hand and a�ixed fha facsiml�e seal af sald carporat[on this s��� ��� � ��� 5-0874ISAEF 7198 .��� s��� , � , �TH day of Nfi]IEMBER � ?OQ2 R.A. Pf�R50N, SECRE'i'ARY �- � � . , ,- � Regislered Uademark of SAFECO Carporation. 4I21I99 PAF PAYMEI�T BOl�D Bond k�To. 6196717 THE STATE �� TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANi § , That we, (1) Willism J. Schultz. Inc.. dba Circ�e "C" Construction ComAanv, as Principal herein, and (2) Safeco Insurance Comnanv af America, a carparation orga�ized and existing under the Iaws of the State af (3) Washin�ton, as surety, are held and fi�tnly bound unta the City of Fort Wo�h, a municipal corporation Iocated in Tarrant and Denton Counties, Texas, Obligee herein, in the amount o� Une Million. S� Iiundred Ninetv�Two Thousand. Ei�ht Hundred Sixtv and 251100 Dollars ($1,69�,860.��) for the payment whereaf, the said Principal and Surety bind themselves and their heirs, executors, administrators, successors and assigns, jointly and severally, firrnly by �hese presents: WHEREAS, the Principal has entered inta a cez�ain written contract with the Obligee dated the 19th day of liTovem6er, 2002, which contrac� is hc�reby ref�rred to and made a part hereof as if fully and to the same extent as if copied at length, for the following project: co�rs�ucT�or� OF S�UTHSJ,DE II (52�6) COli1TRACT I�10. 3. WATER TRAl�iSMISSIOi�T 1VIAIN, PHASE III, PW77�06U77014Q430. PS46�0704G013G910. D.O.E. �LI�t�T�:� NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, thai if the said Principal shall iaithfully make payment to each and every cla:unant (as defined in Chapter 2253, Texas Government Code, as amended} supplying labar or materials in tlae prosecution af the work under the contract, then this obligation shall be vaid; otherwise, to rernain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Gov�nment Code, as amended, and all liabilit�es an t�is bond sha11 be determined in accordance with the provisions of said statute, ta the same extent as i£ it wexe copied at length herein. IN WI'F`NESS WHEREOF, the duly authorized representatives of the Principal and the Surety have executed this uistrument. SIGNED and 5EALED this I9T� day of l�iovember, 200�, � ATTF�T: , F (Principal) S�retary I Witness as to Principa! ATTEST: Secr�tary (SEAL) ���`�, �� � ��� itness as to Surety, e�ndrea Neth�r��n l�illiam J. Schultz, In�., dba �i�el� ���„ �er�sir�a�4�ar� �om�any PRINCIPAL � , . _ . ,, By: _ _ . � � f �. .--- �="-= Name: �+illiam �. 5chulia, Presid�nt Address: P. �. �ox ��3�8 �'ert v+�a�h, '�t 7s�4a Saf�a Insuran��j �mpany �f �m�rica SURETY ' �` �� - By: � r_�. I Name: Sh�ryl �. F�lui�s, l�tto�ney in��a�t ACId�'�ss: Safe�� �la�a ��a��l�, !�!� 9�� �5 Telephane Number: '90�00�4i2�44�� NOTE: (1) Correet name of Principal (Cant�actor). (2) Carrect name of Surety. (3) State of incorporativn ai Surety Telephone number of surety must be stated. In addition, an origi�nal copy of Power of Attorney shall be attached to Bond by the Attorney-in-Fact. The d�te of bond shall not be prior to date of Contract. �� � � � � �n POWER � o� ArroRN�Y 3AFEC0 INSURANCE COMPANY OF AMERICA G�NERAL INSURANCE CONE�ANY O� AhAER1CA HOfuIE OFFICE: SAFECO PLAZA SF.�ITTLE, WASHiNGTON 98185 No. 7498 FtNpW pLL �Y TH�SE PR�SFNiS: That SAF�CO INSURANC� CDMPANY Q� AMERICA and G�NERA� �NSURANCE COMPANY OF /�M�RiCA, each a Washington wrporation, does each hereby appofnt s[�s��w��***��b***�***+�w+*�t��'sJOHitiT A. MII.LER; SHERYI, A. KI,UTTS; JOHAI A. MILLE[i, lI, KR HARVEY; Fort WorFh, Teacass��+***��*��+��s�ara���*���u*���*�*t* its tnte and lawvful aNamey{s)-ln-fact, wfih full authodfy fo execu#e on its behalf fldelity and surety bands ar undertakings anii 4ther dacumsnts of a slmllar ctiaracter Issued fn the oourse of its business, and �o hind fhe respecti�e company thereby. IN WITN�SS WF3�R�OF, SA�ECO INSURANC� COMPAMf 0� AMERIGA and GEN�RAL iNS1112ANC� COMPANY DF AM�RICA have eac� executed and attested ihese presents - lhis 21st day of April , 1999 ...�'�.�' � R.A. PI�RSON, 3ECREiARY W. RANDAL�, SiODDAR�, PR�SID�NT C�RTIFICAiE E�ctwact from the �y Laws of SAF�CO INSURANCE COMPANY OF AMERIGA and of G�1�ERA� INSURANCE COM�AMf OF AMEFtICA; "ArEicle V, 5ectian 13. - FI�ELI'{Y AND SURETY BONDS ... the Presldent, eny Vice President, l�he Secretary, and any Asslstant 11ice Pres9dent appointed far lhat purpose by the afticer In charge of suraty operations, shaN eaci� have authority ta appolnt Endivfduals as atfomeys-in-fact or under other apprapriete �111ss wiUt authadty to execute on behalf of the oampany fldeiity arx! sureiy bonds and other doauments of similar character issued by the company In the courss of iis business... On any instrument making or evidendng sucah ap�ointmanf, the sEgnatures may be afflxed by facsim0e. On any instrumant conferring suah authorfiy or on any bond or undertaking of the comparry,l�e seal, or a facsimi[e 4hereaf, may 6e tmpressed or afR�ced or In arry other manner reproduQed; provlde�, haFwever, that the seal shail not be necsssary to the validiqr of eny such [nstrument or undertaking." Exfract from a Reso�ution of the Board of Directars nf SAk�ECQ INSEJWlNCg COMPANY OF AMERiGA and af G�N�RAL INSUkANC� COMPANY OF AIIM�RIGA adapted July 28, 1970. "On any cer�flcate eweaited by the Secretary or an assls#ant secretary af the Company'set�ng out,. (i) The provlslans of Arkfcle V, Sect[on 93 of the By-Laws, and (fi) A oapy of the power-of-attorrtey appointment, executed pursuant thereto, and (liij Cer#itying ihat sald power-of-atfomey appointrnent Is in iull focce and e�Feet, the slgnature of the oettifying afficer may be by facsimlle, and the seal of the Company may he a facsimfle lhereof." I, R.A. Pierson, Seaetary of SAF�CO INSURANCk COM�AMY QF AMERICA and of GEN�RA� INSURANC� COMPANY OF AMERICA, do hersby certEfy thaf ihe foreyoing exh'acts o# the By-Laws and of a Resoiu�on of the Board of Dfrectors aP these carporations, and of a Power af Rttomey issued pursuant ihereDa, are true and Qarrect, and that hath lhe 8y-Laws, ihe Resalutian and the Pawer of Attar�ey ara still In full force and effecf. iN WIYN�SS Wi��R�QF, I have hereun� set my hand and affixed the facsimile seal of sald corpora�on thfs � 19TW dayof NO�I.,�R � 2� • �E�L ' CO�if E � �EA� , �a i ,� / `''_ _ ` ._=;sa� ���a�� � w�+�/ : S-097413AEF 7198 R.A. PI�RSON, SkCR�YA�ZY � Regletered trademark of SAFECO Corporation. at21199 PbF MAINTENANCE BOND Bond li1o. 6196717 THE STATE OF TEXAS § § COUNTY' OF' TARRANT § KNQW ALL BY THESE PRESENTS: T}aat William J. Schultz, Iuc.._ dba Circle "C" Construction Comn�nv. ("Cantractor"), as principal, and Safeco Insuranee Com�anv of America, a corporation organized under the laws of the State of Was�in�ton, ("Surety"}, do hexeby acl�owledge themselves to be held and bound -to pay unto the City of Fort Worth, a Municipal Coxparation chartared by virtue of Constitution and laws of the State of Texas, {"City") in Tarrant Co�nty, Texas, the sum of One Million. Six Hundred Ninetv�l�vo Thausand. Eight Hundred Sixtv and �5/100 Dollars ($1.69�.860.��1, lawful maney of the United States, for payment of which sum well and trulq be mad� unto said City and its successars, said Cantractor and Surety do hereby bind themselves, their heirs, executors, administrators, assigns and successors, jointly and severally. This obliga�ion is conditionad, however, that: WHEREAS, �aid Cantractor has this day entered inta a written Contract with the City of Fort Worth, dated the 19th of 1�Tovem�er, 2002, a copy of which is herato attached an.d made a part hereo�', far the performance of the following described public improvements: CONSTRUCTION OF SOUTHSIDE II(52-61 CONTR�CT I�TO. 3, WATER TRAI�TSNIISSION MAIN. PHASE III t3ie same being referred to herein and in said contract as tha Work and �eing designated as Project Number(s} PWi'��ObO'�'�0140430. PS4fi�0'�046013b91Q and D.O.E. liTO. 366� and said contract, including alI of the specifications, conditions, addenda, change orders and written instzunrients xeferred to therein as Contract Documents being incorparated herein and being made a part hereof; anc�, WIIEI�EAS, in said Contract, Contractor binds itself to use such materials and to so constxuct the work that it will remain i� good repair a�.d condition fox and during a period of twa f�) vears after the date of the final acceptance of th� work by the City; and WHEREAS, sai.d Contractor binds itself to maintain said work in good repair and candition for said term of two (2)_years; and WHEREAS, said Conh'actor hinds itself �o repair or reconstruct the Work in whole or in part at any time witbin said period, if in the opinion af th� Dir�c#or of tha City of Fort Worth Department of Engineering, it be necessary; and, . .1 � WHEREAS, said Contractor binds itself, upon receiving notice of the need tl�erefore to repair or recanstruct said Work as herein provided. NOW 'TI�REFORE, if said Contractor shaIl keep and perform its said ag�reement to ma.intain, repair or recons�uct said Work in accordance with ali the terms and conditions o� said Contract, these presents shall be null and void, and have no fairce or effect. Otherwise, this Band s�all be and rernain in ft�ll force and ef%ct, and the City shall have and reeover frozx� Contractor and Surety damages in tk�e premises as prescribed by said Contract. This obligation shall be a continuing one and successive recoveries may be had hereon for successive breaches until the full amaunt hereof is exhausted. IN WITNESS WHEREOF, this �instrument is executed in 10 counterpa,rts, each af which shall be deem�d an original, this 19TH day of NOVEMBER , A.D. 2002 . ATTEST: (SEAL) . ` �_ . t� �5ecretary ���f� 1 ,� Title: President l� I � A�dress: P. O. Box 4032� Fort Worth, TX 76140 �PiII�am J. Schultz, Inc., db� Circle "C" Construction Comp�n.y Contractor - � � By. . % �_ � _ Name: ' WiDiam J. 5cht�ltz � "�T—Witness as to Surety: (SEAL) .� � 1��►- �"� �11."' - �-: � J� �„ � _ Andrea Netherton Safeco Insurance C�npany of Am�erica Surety �� � ;� •� ' -�.�'�� By: � y . I � r Name: Sheryl A. Klutts Title: Attor�ney�in�F�ct Safeco Plaza Seattle, WA 95185 Address � � � � � � �TM POWER SAFECOlTISURANCECOMPANYOFAMERICA GEN�RAL INSURANCE COMPANY QF AMERICA P OF ATTORNEY MOM� OFFICE: SAF�CO PLA2'A S�ATTLE, WASiiINGTON 98185 �tNdW AL� �Y TH�S� PR�SENgS: r�o. �aaa That SA��CO INSURAHC� COMPANY O� ANEERICA and G€,NERAL IHSURANGF COMRANY �� AMLRICA, each a Washingtan oorporation, doas each hereby appoint *********'�******�"�`'�'*****�"�'�**�70HIrIA. MILLER; SHL#tYL A. KLLTIIS; lOHN A. MILL�R, II; K.R. I-FARVEY; Fart Worth, Terc�srw��***��***,�*s�+r�������*�����esrw�**� its irue and [awful attarney(s)-in-fact, with full aut�oriiy io e�cecute an its behalF fldelity and surety bonds ar undertakings and other dacuments af a stmilar characfar - Issued in 4he course af its buslness, and fo bind the respectIve campany thereby. IN 1MiN�SS Wh1E��OF', 3AFEC0 1NSURANCE COMPRNY 0� AMERICA and G�N�RAL 1NSURAKC� COMPANY OF AMER[CA hays each executed and attested these presents _ this 21st day of April , 1949 ��--� � R.A. PI�Ft30N, SECR�YARY W. RAN�ALL S�'O�DARD, RRESIAEN'� CERiIF'ICAT� Extract Trom the 8y-Laws of SAFECO IN5URA�iC� COMPANY OF AMERICA and of GENERAL INSUrtANC� COM�ANY OF AMERICA: "Article V, SecUon 13. -.FIDELITY AND SUR�TY BOND3 ... ihe President, any Vice I�resicfent, the Secretary, and any Ass[stent Viae President appointed for �at purpose by ihe offlcer in charge of surety operations, shall each haae autltoriiy ta appoink (ndivicfuals as attomeys-in-fact ar under other appropriate �iles with s�thariiy � execute on behatf of the oompany fldeliiy and surety honds and other documents of similar character issued by the company In the oourse of its business... �n any instrumani making ar evidandng such appoinhnent, the sl�naiures may be efflxed hy facsimfle. 4n any instrument canferring sucf� authority or an any band or under�fcing of the wmpany, the seal, or e facsimlte thereof, may be fmpressed or affixed or In any other manner reprodumed; provided, however, �at the seal shall not be necessary to the vatldiiy of any such Ensirument or undertaking " Extract irom a ResoluHan of lhe Boarcf of Directors aF SA��CO INSUR/1NGE COM�IANY O� AM€WCA and of GENERAL IN5URANC� CDMPANY 0�' AM�RIC!! adapted July 28, 4970. "On any certificate executed by t�e Secretary or an assisYant secrefary of the Company'setting out, (I) The provlslons of Art[cle V, Sectfon 93 of tE�e By-Laws, and (il) A copy of the pawer-0f-attomey appofntrnent, execxated pursuant thereto, and {lil) Certltying that sa9d pawer-of-a#homey appoinirnent is in iull force and effect, the signature nf the cerBiying offlcer may i�e by facsimlle.,and the see[ af the Company may be a facsfmile ihereof." I, R.A Pierson, Sea�etary of SA�ECQ INSURANC� COMpANY OF AMERICA and af G€N�RAL INSURANCE COMPANY OF A[Irt�RICA, da hereby certify that the forego[ng exh'acGs of the By-L.aws and of e ResolutEon of the Board of �irecfars of �hese corpora�ons, and ofi a Pawer of Atbomsy Issued pursuant ihereto, are hue and correct, and that both ihe By-Laws, ihe Resolution and the Power of Attomey are stil[ in full force and effacF. IN WITN�SS WWE�p�, I have hareunto set my hand and a#�xed the facsiml[e seal of said corporatlon � �15 1_9TH dayof R , �f12 , � 'C�T�� S�A� . � � � / s'. ,- - - fi.A. Pi�RSON, S�CRETAFtY ; 5-0974�SAEF 7158 � Reglsfered trademark oF SAFECO Carporatian, I 4l21199 PDF � � � � � � �� State of Yexas Surety �ond Claim Not�ce Ir� accordance with Section 2253.0�1(f� of th� �°exas Government Gode and Section 53.�0��6) of the iexas Property Code, any notic� of claim to the named surety und�r tFiis bQr�d(s) should be sent ta. aA�'�C� Surety Adams Building 4fi34 154th �� N� �edmond, WA 98Q62 Mailing Address; SA��GO Sure#y �O �ox 34�26 Seattle, WR 98124 ��one: (�b25) 3�6-6535 �ax: (�25} 3`�6p6533 www.SAF�CO.com � PART G � CONTRACT , THE STATE OF TEXAS � COUNTY OF TARRANT � , THIS CONTRACT, made and entered into 1.9th day of 1�Tovember. 2002 by and between the � � City of Fo�ri Warth, a homo-rule municipal corporation located in Tarrant Caunty, Texas, acting. �` through it� City Manager thereto duly authorized so to do, Party af the First Part, har�inafter termed "OWNER", and William ,T. Schultz. Inc.. dba Circle i�C" Construct�on Companv of the City of Fort Worth, County of Tarrant and �tate of Texas, Party of the Second Part, hereinafter termed , "CONTRACTOR". � WITIVESSETH: That �ar and in consideratian of payments and agreements her�inafter 1 mentioned �o be made and performed by the Party of the First Part (Owner), said Party oi the Second � Part {Contractor) hereby a�r�es with the said Party of the First Part (Owner) to com�nence and � complete certain improvements described as fs�llows: ' CONSTRUCTIOI�T OF SOUTHSIDE II{S2-�� COl�'TRACT �lil'O. 3. WATER TRAliTS1VIISSIQI�T 1VIAi1�T. PHASE III„ PW7i�060'�i0140430, PS46�0'�046013b9� 4. D.O.E.1�fi0. 36b8, ,. .,_ _. ,. — and all extra work connected therewith, under the te�ns as stated in fhe Contract Documents, all� &t i115 � (their) own proper cosi and expense to furnish all �1ae materials, supplies, machinery, equipment, tools, -� superintendence, labor, bonds, insurance, and ather accessories and services necessary to compete the ��` said construction, in acco�dance with all the requirements of the Contract Documents, which include all maps, ptats, blueprints and other drawings and printad or written explanatozy matte7r thereof, and the �� specifications thereaf, as prepared by the Engineers employed by the Qwner, each af which has been identified by the endarsement af the Coniracior of the Contract Documents hereto attached, including � the Fort Worth Wafer Departm�nt Genexal Conixact Docutnents and General Specifications, all of which are made a part hereo� and collectiv�ly evidence and constitute the ent�re cantract. � _ , .,:, G-1 � . � � � � { r 'Tb,e Contractor hereby agrees to cammence work within ten (10) days after the date written notice to do so shall have been given to him, and to substantially complete same within the time stated in the Proposal. The �wner agrees to pay the Contractor in current funds for the performance of the contract in r � � accordanc� with ihe Propasal submitted there�are, subject to additions and deductions, as provided in the Contract DQcuments and all approved modi�cations thereof, and tn make payment an account thereo� as prrovided therein. IN WI�I'NESS WHEREOF, the Parties of these presents have executed this Contract in 14 counterparts in the year and day first above written. ' CITY OFFORT WORTH. TEXAS fOwne�l � Pariy of the First Part L i B�' '�r -- � �J � . MARC A. � CW � AS�15T'ANT C1TY AI�ANAG�R � (SEAL) . ��_1��}�� •— —. Gori�r.act Authoriza�i�n �. 1 + y I c11 �� _— �� ,� .� i . ■.. i. - :_.... �. • ��.� ��� . , A, Douglas Rade�er, P. ., Director Department of Engineering �'.l � APP D T� F AlYD LEGALITY: A�st. Ci At�arnev ATTEST: ,' � �' �-:_:_� ��F �" �� , Clity Secretary � CONTRACTOR: Williarn J. Schultz, Inc., dha Cirele "C" Construction Company P. �. BOX 403�� Fort W arth,� 76140 __ ;e�; - . _ •�� BJ' ��� � r. .-.. r a�_ Willia�n J. �cl�.z Titl�e: President WTINESS: � , � •r � � . _. _ l�; � /�1 c� ,' r," ,� G-2 - - - - - - -- .������a� ���� I �'r..r�,,.r._i �INY� ' I ' ` ��t � - ,� .! �� `, � .� ��i� � �1�� ����� ,� � � � �.� ��i � �4 � �.� �.� I `6 i����MAR, /f�l�. = = � Consulting — GeoteChnical - Enviranmental — - - Construciion Materiais Testing i 1� �I ��o��cbi�ic+�1� ��v�s�i������v S��1THS1�� !I 3fio�NCH 1�Ai�R i�hS�flISSIOR� ftAAli� � � �O�i V��]RiH, i�XA� Thfl[ R��ORi NO. ��00�06� TO � �i f���i�A��OCl� T�S, IIV�. �9RT' 1J1lt]i�ib, i�3C�5 BY i�'R�4efPlI�R, IfVC. DAL�S 1 l��Ri �VQ�TF� 1�1�USi0A11 I�UST'fN !�,ONCVI�IdN NOVE[Vi�E� 30, 2000 . l. �""���d�i�l� Cons�ltir�g Engineers • Geatechnical • Environmenta] • Constructior� Materials Testing DALLA5 • FORT WQRTH • HOUSTON • AUSTIN • LdNGVIEW November 30, 2000 TM1 Report Na. �EDO-068 i��. Michae! A. Maya, �.�. Halff Associates, Inc. 4000 FQssi[ Creek Boule�ard Fart Worth, Texas 76137 Re: Ceatechnicaf Investigation Soufihside il 36�inch Water 7ransmission IVlain �ort Wor�h, iexas Dear Mr. Moya: Submitted here is our geatechnical report for the abave referenced project. T�e study was performed in accordance wiih our revised proposal P00-2133FE dated September 13, 2000. This repork describes tF�e results of our fiield and laboratory investigations iogether with recommendatinns fo� the design and construction of the 36anch wa#er main project. Two ba�n� capies and one unbound copy of the repark �ave been provided. We appr�ciate the apportunity to assist o� this praject and trust tha# our field and engineering recommendations will �e of assistance in yaur design efforts. call if there are questions, or when we may �e of further service. Respectully, i�RRi4-i�lA�, INC. � ��� - Peter M. Shau, P.�. Geo#echnical Engineer �� arrett E. Williams, Vice President ar�� laboratory data Do not hesitate to � ��,�m���� ' �Q'�� �� T,�'.;:;�����,,, J� ' �� if f G.4;RFrl _. 4i1lL�'."'�� % , . � �:........���i_:�..... =h,�' �� fJl����',:/'7 T.r^[''r! '`%�' • Jf J. . '�r.`.�s � Ei f�','A`y;Y���� P.E. at���:.�..��. 24�4 Grave! �rive, �Idg. 25, Fort Worth, iexas �6118 Phone: �17•284•9363 Fax, ��1T-28�-9430 8outf�slde [I 38-inch Water Transm�ssion Main Fart Worth, iexas TMI No. �E00-068 Novemher 30, 2000 1 ���pl�+f�l�, lR�C. _- Consulting — Geotechnical - Environmental — - Constructian Materials 7esting Td��l� �� �Q�`��Ni� ,� Paae �.0 PROJECT DESCRIPTION, PURPOSE AND SCOPE ------------------------------------------ � 2.0 FIELD AND L.ABORATORY INVESTIGATIONS _______________________________________________ � 3.0 51TE AND SUBSURFACE CONDITIONS --------------------------------------------------------- � 3.1 5it� Geology ----------------------------------------------------�---___------------------__________------- 2 3.2 Subsurface Conditions-----------------------------�_..___--------------------------------___----------- 2 3.3 Groundwater ----------------------------------------w------- 3 4.0 PIPELiNE DES[GN REG�MMENDATIONS -------------�_____________________________________ 3 4.1 Generaf Design Cansiderations --------____________________________________..______________________ g 4.2 Pipe Embedmen# & Backiill Recommendations ---------------------------------------------..-.--- q. 4.3 Provisions ta Reduce Backfill S�ttlemeni ---------------------------------------------------------.. � 5.0 TRENCH EXCAVATIONS ------------------..___.._.�____-------------------------------------------- 5 5.1 Ex�a�ations -___----__�--------------------�-_----------------------------------------------------------- 5 5.2 Groundwater See�age Cansiderations ____________________.,....__________..___.._____________________�_ 6 5.3 Canstruction Considefations ---------------------------�----------------------__________ 7 6.0 THRUST BLQCK RECOMMENDATIONS---____________..__..___________________________________ 7 TABL� 9— THRUST BLOCK RECOMMENDATlONS------------------------------------------_�_ g 7.0 BORE CR�S5ING RECOMMENDATIONS--------------------____Y_.._�______�_______.�____ g 8.0 INSPECT�ON AND TESTING------___..-------------------------------------------------------------- 9 9. 0 L I M ITATi 0 N S-------------------------------------------------------------------------------------------- 9 Fiaure Planof Sorings ------------------------___---------__-----------------------------------------------------------------------1 - 2 Logof Borings -----------------------_--____--------------------_.____-._�-------------------------------------- 3 17 Legend for Log af Borings -----------------------------------------------------------------------------------------18 -19 Recommendations for Braced Excavatians __________________________________________________.._______________________ 2p Field and Labotatory Procedures Apper�dix A .� Souliiside il 36-inch WateC Transmission Main Fort Wort�, Texas T�NI Na. F�OR-068 No�em6er 30, 2Q00 " ! �Li11H�Ii'I/�'l�� II�F>r — � Consuiiing — Geotechnica� - En�ironmental — - - Constructian Materials Testing 9.0 PROJ��T D�SCRIP►It�iill, ��lR�A��,41VD �CQP� � .1 The �ropased project includ�s t�e installation of apprnxi�na#ely 17,500 linear ieet of a 36-inch water transmission main beiween Sf. Louis Ave�ue and Wabash Av�nue in 5outh Fort Warth, Texas. The majority of the water main line will be instalfed with open-cut excavations; f�awever, subsurface bores wilf be r�ecessary for the existing railroad crossings and high traffic roads. The appraximate alignment of the praject is shown on the aitached Figures 1 and 2. lt Is �nderstaod that tne water main invert will typically vary from about 5.5 feet to 1 Q feet belaw the ground s�rface and at elevations Ei. G67 to 758 feet. The invsstigation was designed to explore subs�rface conditions aEong the prapnsed pipelina alignment, and from tE�e resulis of the exploratian, devefop e�gineering parameters and recommendations to be used in its design and construction. Our services inclttded: � A detaii�d description of subsurface sails and groundwater conditians along the alignme�t, and their efFect vn design and cor�str�ction, includi�ng a description af the soif stra#igraphy, underlying rock farmatiar�, and any notewarthy geolo�gical conditions. � Recammendations for the design a�d c��struction of the water main pipeGne project with resp�ct to expansi�e ciay soils. • The ef�ects of groundwater on fhe design and installation af.the water main pi�eline. � Recommendations regarding pipe embedment and trenci� construction. � Estimation of moduEus of sUbgrade reactian of env�ioping earth. � Specifications and requirements for materials �sed as fiii on this site, ir�cluding materiai prope�ti�s, and cornpaction requirements. 0 � Recommended allawa�Ee b�aring pressures for the design of thr�st ��ocks. Recammendations for the bare crossings. �.o �I�L� �►v� �,����,����Y ��vv�sr►��rro►v� Subsurface cor�ditians were evaluated by a tataf of 15 6orings drilled to deptfi�s of 10 to 35 feet below the existing grades. Boring lacations were placed along ihe alignment in areas selected by Ha1ff Associates, Inc., and are indicated on the P{ans af Borings, F'igures 1 and 2. A detaifed description o# the field and labo�atory procsdures used in the drilling and kesting of the soil sarnples can be found in the Appe�dix. PaaP 1 n� 10 Southside II 36-inch Water Transmission Main Fort Worth, Texas TMI lVo. FE00-Ofi$ November 30, 2000 _ ����-���, rw�. � �= Consulting — Geotechnical - Environmental — — ' Construction Matenals Tesfiing The results of the field anct labaratory testing proced�res, along with #�e soil classi�cation by the � Unified Sail Classification System, can be found at the appro�riate d�pths on the L.ogs of Borings, Figur�s 3 thro�gh 17, A key ta the boring logs terms and symbvls is presented on Figures 98 and 19. 3.0 S1i�,�Mi� SU�SUI�F�C�° COh��lil81�S 3.1 Sr`fe �eology According ta the �allas Sheet of the Geolopic Atlas of Texas, fhe proposed alignment is geolagically located in the Weno Limestone and Denton Clay undivided, Lower Creiaceous Ag�. Weno L.imestone cansists of upPer limestor�e, middle alternating clay and limestone and lower limestone units. The Den#an Clay formation consisis of alternating layers of clay, marl, and limestan�. Conditions at the contact between these two farmatians are known to b� highly variabf�. It is afsa common for �ery �a�-d weathered limestone and shale iayers to ae enca�ntered in tha transitional materials. 3.2 5ubsurface Candi#ions Descriptians of the subsurface conditions encauntered in the borings, ineluding �escriptions of ihe various strata and their depths and thickness, are presented on the �.ogs of Borings. The actual variations in the sai[ and rock depths may vary from what is shown between the baring locations. Bo�ndaries between the various soil and rock iypes are approximate. T�e ground surface at the boring focatians was covered with about 1 to 8 inches ofi asphalt ar �.5 to 8 inches of concrete over up to 21 inches of crushed limestone base. The crushed limesto�e base was absent in Borings B-1 and B-2. Tan w�athered lirnestane was not encounter�d in Borings B-6, B-8, B�9, B-12 and B-13. Reddish �rown, light brown and gray st�aley clays under�aid the tan weathered limestone in Barings B-1 through B-5 and 8-10 at depths af 3 to 19 feet. These bori�gs, except B-�, were terminated 9n the clays at a depth of 15 feet. Gray shale was enco�ntered at a depth of '�4 feet below exisfing grade i� Boring 1 and extended to the baring termination depth of 15 feet. Gray limestane was present beneath the tan weathered limestone in Borings B-10 and B-15 at depths of 9 to 12 feet and coniinu�d to termination at a depth af 15 fieet. The clayey sails exhi�ited liquid �imits (LL) of 38 to 56 percent and plasticity indices {PI} of 20 to 41. These soils exhibited unconfined compressive strengths ranging fram 1.2 to 5.0 tons per Page 2 0# 10 �� � ,L 5authside II 3S-inch Water Transmission hAain Fnrt Worth, Texas TMI Na, FE4d-O68 No�embsr 30, 2000 _ r���-�%��, /1�1�°. _ — — Consulting — Geotechnical - Enviro�mental — — ' Constructlon Materials Testing square fooi (tsf). ihe consistency of the clayey safs ranged from stiff ta hard. TxDOT Cone Penetratinn blow eounts in tne dark gray sha�e in Baring B-� exhibit�d 100 blaws per 1-inch. Blow caunts of the tan wea#�ered limesione in some barings ranged from 104 blows per 0 to 3.8-inch. Blow counts ir� the gray limestone in Borings B-10 and B-15 ranged from 0 ta 0.2-inch. 3.3 Croundwater The borings were advanced using continuous flight augers. Advancement nf the borings using these methcu� allows observation of tF�e initial zones af seepage. Ground�uat�� was not observed �uring drilling and a�l borings were dry at comp[etion. !t is not possi�[e to accurately predict the magnitude of subsurface water fluct�ation tF�at might occur based �pon these short-term observatio�ns, and it should be recognize� that groundwater levels wil! fluctuate with variations in seasonal precipitation and surfcial rc��off. If construct�on oceurs during ar foliowing per�ads of heavy ra�nfall, sna�law groundwater may �e encountered in the form nf seepagE throug[� the cracks, fissures and frac#ures wii�in the clay overburden soifs. If there is a noticeablE change f�om the conditians reported herein, Terra-Ma� should be notEfied immediately to review th� effects it may have on the desigr� recommendations. �. o �r�����►� ��s��►� ��c��n����� ����vs 4.1 General Design Consideratrans HAI expects �earing elevations to range at a d�pth of about 5.5 ta 'E 0 feet belaw existing gradss along the alignment. Most of ihe pipeline wi[I be insta[ied using open-cut excavations; however, some bared excavations wilf be necessary for the ex�sting raifroad crossings and higt� traffic loads. Currently, the propose� bare installation locations are: 1. 2. 3. 4. �. ]ntersection ofi MK & T Rai�road and W. Bolt Street. lntersection af G.C. & S.F. Railroad and Pafford Streek Intersectior� ofi Seminary Dri�e and Wayside Intersectian of McCar� and Gambreli Avenu� I�tersection of Hem�hill and Bolt Page 3 of 10 ;� I u 5outhside II 36-inch Wat�r Transmission i+llaln Fort Worlh, Texas TMI No. FE00-068 November 3Q, 2000 %�R��ll�f.��, I1�� — ' a Cansulting — Geotechnicai - EnvironmenEal �� Construction Mate�ials Testing The water main pipeline wilE bea� in a variety ofi subgrade materials depending or� the locatian, which can be attributed to the changes in geology and ele�ation along the length of the alignment. The borings indieate thak suitable bear�ng materials are pres�r�t at the general bearing depths in the sample locations. The cofi�esive materials are in a stiff ta hard candition. in som� areas, tan weatherad limestone, gray limestone and gray s�ale were encnuntered. While these materials are consi�ered suitahle as a bearing material, it should be expected that excavation af these materials will be difficuit and time consuming. Please refer to Section 7.0 fnr a more detailed discussion. 5ince the loads at the bearing elevatio� after co�structio� (from the pipe and bacKfill) sho�ld b� very clase or somewhat lower tt�an the ariginal overburden pressures, settlement of properly bedded �ipe is expected to be negligible. Additionally, the pipeline should bear belaw at least a portion of the typical active moisture zone, which should iimit movem�nts retated ta shrink/swelE efFects to acce�table amounts. It is� recommended #hat the pi�efine be designed to withstand on the order of 1 to 2 inches of verticaE mfl�ement ta accoun# far localized non-uniformity, soft zones, or mnderate seasonal shrinklswell effects. Ti�e selec#ian af a suitable modulus of subgrade reaction (k) for tha design of the pipeline is somewhat camplicated by #t�e fact that the subgrade cor�ditions at t�e sampEe locations are variable, and #ha# the barings Eacations are widely spaced. The k-�alues would be expected to rangs from approximate[y 100 pci in the clays to over 1000 pci in the fimestones. Et is conservatively recomme�ded that a va{ue of 100 pci be used in the ciays and 700 pci i� the limestone and shales far design of all of the water main Aipeline areas. 4.2 Pfpe �mbedmen# 8 �acf�fill Recornmendafions Pipe �mbedment should be a coarse-grained cahesian-less material that wiq proper�y ffl the area beiaw the spring line of the �ipe. This bedding should ext��d aba�e the pipe a minimum of 6 inches to pravide proiection of the pipe during placement of the trench backf II. Site excavated materials are get�erally considered suitable for use as backfi3l abave the em�edmenk mat�rials. How�ver, it is noted that excavated limestones will require significant processing to brea�c the roci� down ta a suitable dimensian. Excava#ed IEmestones may be used as filf pravided they are properly pufverized to a maximum size a� 4 inches with at least 50 percent Page 4 of 16 5o�thside kl 36-inch Water Transmission Main Fort Wnrih, �exas 7MI No. FE00-OS8 Navember 30, 2000 , ���R.d�IP�l.4�, N41�. = T Consulting — Geatechnical - Environmental Construction Materials Testing �assing a number 4 sieve. This gradation requirement is recammer�ded to prevent the presence of vaids araund large racks. Afl trench backfill should be free of deieterious materials. Backfill should be compacted in maximum 9 inch laose lifts at a minimum of 95% of the Standard Prflctor I �� ��� f� density (ASTM D698) at a moisture level rangir�g from rr�inus to pf�s #hree (3J percentage pair�ts of the optimum maisture content. 4.3 Provisions to Reduce �ackfilf Setilement Compactian contro{ (bat� density and moisture) of the backfll maieria�s will be required to limit settlement. PotentiaE settlements can be lim�ted ta accepta�le levels using site-excavated sail and properly processe� limestone as backflf materials by specifying stringent compact�on and testing r�quirements for ail bacicfill material. We recommend i{�ak a11 backfill be compacted in maximum 9 inch loose lifis, to a minimum of 95°/a of #he Standard Proctor density (ASTM D698), and witt�in a maisture range af optimum to plus four percent of the optimum moisture content. The coarse- grair�ed cohesion-less material pipe bedding materials should extend at least six incF�es abave the top of the pipe, a�d shall be wrapped with a suitabie geotextile to limit the i�trusian of fines into the crushed stone material. Field testing will be a critical e�ement in controlling the compaction of the backfii! to Eimit se#tlement. All t�ench baekf�llir�g in these critica! areas shali include f�ll-time observatian of sail compaction by an experienc�d geotechnician under the supe�vision of the geatechnical engineer. The cantractor should provide proieciion for the testinglins�ection personnel while working in t�e trenches, and shall move the protective shieidlshoring such that areas to �e ies�ed are readi{y accessible. The compacted mois#ureldensity of a!I backfill soils shoufd be tested at a rate of about ane tesi per 1Q0 linear feet of trench, for each lift af fifl placed, durina construction. Digging through existing lifts af backfill to accsss and tesi underlying lifts should not be allowed. �.o ���rv�►� �xc�r���rvrvs 5.9 �xc�varrons Trench �xcavations will generaliy be performed ta depths of 5.5 ta 1 Q�eet below existing grades during canstr�cf'tan of undergraund utilities or to elevations EI. 667 to 758. The excavations should Page 5 of 10 Southside II 36-Inch Water Transmissian �Viain Fort Worth, Texas TM! No. FE00-068 Nnvember 3Q, 200U _ T�RR.4-If+�AI�, /iV��, — = = Consuiting — Geotechnical - Environmental = ' ' Consfruction Materials Testing the contractar. It is likely that seepage may be controlled by means of collectian ditches, sumps, and p�mping. Groundwater Eevels should be maintained at Ieast three fee# beiow the bases of the excavation for the fufl term of canstructior�. Failure ta da so may loosen the bearing materials. Protection of the open excavatians should be �rovided during perio�s of moderate ta heavy rainfall, as surtace water wi�l most likely channe[ and collect in tF�e �xcavations. There is also the patential for sidewall sloughing whi3e the excavations are open. This wi[I be of pa�ticular concern in any areas where groundwater is encountered, as the groundwater will accelerate tt�e slaughing rate. It should also b� recognized that clay cut surfaces will become qu9te slippery when wet. Additionally, the excavations woui� be expected to collect rainfalf. T�e base of tF�e excavation should inclvde a minor slope (on the order of 1 to 2%} to direct caElected rainfalf to a sump pump system. v.3 Construction Considerafiorrs � E�ca�atians wiil extend t�rough clays and tan weathered [imestone and possibly gray limestone. , Excavatians through clays are �xp�cted to be possible with conventional eartY� moving equipment. i� Tf�e weathered and �r�weathered limestane will req�ire tt�e use of heatry-duty or specialized rock digging equipment. 6.0 THR[1�T �LO�fC ��COM1V/11�IVD�4r1Aii�S Recommer�ded allowable soil bearir�g p�essures af thrust blocks are prese�ted in Table �. Table 1 shows the boring numbers, station r�umbers and the al[awabls bearing capacity far design of the thrust blocics. Tt�e design values incEutie a factor af safiety of 3. Allowable lat�ral bearing pressures 2ssume concrete thrust blocks are in direct contact with �ndisturbed clay soils ar rock. Lateral resistance should nat be counted in the thrust blocic design within the upper 4 feet since this upper sail zone will be subject ta seasona! shrinkage and swelling. I ,� page i of 'f 0 � 5outhSide ll 36-inch Water Transmission Main Fort Worth, 7exas , , TMI No. F�00-068 IVovember 30, 20�0 _ Tb����1�1.��, /I�C. — - - Consulting — Geotechnical - Environmental ' Conslruction Materials iesting �A�L� � — THRUSi�GOC1t ��C�MM�Ni7A�lOMS .� :I•]c��►[H►I�PIT�. ��]►1�Lr�► = . �� � � �, B-1 B-2 B-3 B-�4 g-5 B-6 B-7 i-$ s-a B-� a B-11 8-12 8-13 B�14 B-1 � �s I 182�+92 ' 3,500 � i i 169+58 8,000 164+58 6,aa0 155�36 5,000 � 46+76 6,000 139+94 6,000 I 114�25 6,000 , I 90-�95 3,400 84+26 2,200 • 77+40 3,90Q fi3+46 s,aoa 5� �9� 2,700 4�+35 5,00� I 23+66 s,000 I 6+fi3 I 6,000 I 7.0 ���� C�OSSIMC ��COMM�fV�Ai1�N� Bore crossings wil� be provided where the water main crosses under the railroad tracks and high traffic roa�s as discussed in Section 4.1. At these locations, the mate�ials generally encauntered during field ope�atioris were cl�ys and limestones. The clays are very stiff to hard while the limestones should be considered to be hard to very hard. PaaB 8 of 14 Sauthside I! 3$-inCh Water Transmission Main Fprt Worth, iexas TMI No. F�4�-06$ November 30, 2000 ����-���, r�+� —' Consulting — Geotechnical - Environmental - ' - Canstruction Miateria[s Testing It should be expected tha# exca�atinn and boring of the limestones will be di�cult and require � � heavy-duty equipment. As a point of reference, TxDOT Cane Penetration blow counts af these materials typ�cally ranges fram 100 blows per 4 to 3.8-incY�. in general, tunnel linings ir� this area can be designed using the coefficient of passive earth pressure (Kp} af 1.5 and a wet unit weight of 140 pcf. This pressure should be assumed io act on the top, bvttom and si�es of the tunne! liner. These pressures wauld deveEop over a period of years due to long term swelling of the surrounding clay sails. ln�tially, the pressure woul� be limited to kt�e overburden soil p�essure abave the kunnel roof (Kp=1.D). Due to the water pressure wEti�in the proposed water transmissian line, the design of the pipe wiil probabiy be governed by the pressure inside tne �ipe rather than the soil pressure around its circumference. E.011RlSP�CilOf� AA�9 i��T1fi�G Many problems can �e avaided �r solved in tf�e field if proper'inspection and testing services are provided. It is recommended that aii �eld operations related to soil placement and compaciion be monitored by a qua�ified engineering technician. Densiiy tests shauld be per#ormed ta verify compactian and moist�re content of any ear�k�work, Inspection shauid be pertarmed pr�ar ta and durEng cancrete placement operations. Terra-Mar, lne. employs a group of experienced, wel!- #rained tec�nicians far inspection and construction materials testing whn would be pleased to assisf you on t�is project. s.o �ln�ir��►o►�s The recammendations presented in this report are based or� a discrete number of soil test borings. Although our fie{d personnel visually survey the site for surface features indicaiive of variable soil conditions, subsurfac� conditions may be encountered t1�at differ from these data. !n this case, aur affice shouid �� notifed immediately sa that the effects of t�ese con�itians on design ar�d constructian can be addressed. This study was conductsd �or the excEusive use of Haiff Associates, 1nc. The reproduction of this report or any part thereaf, in plans or other documents supplied to persons ot�ter than the awner, Page 9 of 10 Southside II 36-inch Water Trans�nission Main Fort Worth, Texas 7M! No, FE00-fl68 November 30, 200p _ ���1�-If�l�B�, llVl�. �= = ConsultEng — Geatechnicai - Environmental - ' ' Constructian Materia�s Testing should bear language indicating tha# th� information contained therein is for general design purposes. All contractars referring to this geotechnical report sho�ld �raw their own conclusio�s . � for bidding purposes. � 0 � � Paqe 1D o[ 10 ,r '� �'i .� I.� � Southside !I 36-Ench Water Transmissian Main Fart Worth, Texas TMI �fa. FE00-O68 No�ember 30, 2000 _ ��1�� 1�r1�#�, /IV�. — —' Consulting — Geotechnicak - Environmental " Canstruction Materials Testing IL���i�eiI�IVS � ' � _ � -. 1 _ ��_ — • --- �— - _ ,-,� � .� � . � $ � �,, � . � � � CP 6 � a� , � � �— � < � 2z' 9 � _ �J� // i� � — I I Y �JL.J L�1J L�I� �:JI� � 1 I�� 1.�= ' l.—� I�� ;�_� LJ� �� -� SH � ----�--�oC�oo����_ � . =� �[���� C�� �I fi ` � � �- - _ _� , � �,�,�,;� � � � � 0 ..��� C� C f� ❑ _ --� 64 r' � ���� cP 5 i ��,�� a - � _ �� - ��, . .., ' l �HT' f0 � � 7� CF 8� � g FOGG 5i.��� 0 2T� �I 2 I SH 2rl � CP 6__ _ -- - `� _ _ — -� C ' S 31 SH 32 HT 33 5HT 4 35 •' �r • � (� 5 3 '^ 'r � � L_. �=� .,. _ �:� _ — _ � . _.__ _ , *�• _ � � � � _ n ! � �� �� ' �� y sr � wsar �� J L�l� � - x r � � � �, 5 � �a m �.3�i �;��ti � " • ! I � � ��'x-� ���� � � � � L�J ❑ a �. .�-'_,�� : G �, ear � I II S T 40 w.r ��- � R �s — — — — �. � � _... _ SH7 9 '--� � � � ..�., I 1�J � 1 .�� \ s,' : a �-' �• '� � � I 4..� � � - = •;'��� _ _. �, 4i � � I 1' � �j i � i .,ritim __.� 1�._ii-7 -- ��—_ i i -� �—.�. � �� „I � �� e � �- ���- + �-,.�:a. —'�—�� , ` _.� �____. � . ; C— � �—_ � '�:� ; ,< ��'� -- ���{T 41 5HT 42 5yT �" Q 2 TONfN I,��, I 0� � II 3S- �� ��s � '��.�..s,. �_ w..._.-- -� �- I I I Ii 111 3 `� _. . _.__ _ - � .,.�. I n I � I� �.. ����. , � � � � $ ' I �! L� ___l `� ` %�� -� r � I �s, �I �1 II���.. �� � � ,�_, u�.., _ ._ _ � � _ � s���A��l n�. ti «-,•a, � SEAANAiiY OR. � �j E � � _-�--�_ ``f~� 7f � n � � I ` .aia jj ��� � � �� L� raars r � ,x. ] 1 I � � � �� � � �� �o�. �i �I II �r. 50lJTHitlE5TERN BRP715T 7HCOLOC[CAL SE�IINARY y � ��M �� +� ��1 l4 � , � � _ � �..�� � � � � __.�� � LEGEIVD � Survey Contro! Point � Approx. 8oring Location i �� � ' l~—�---- �,. � I� � �� '��` ; [ ,� � � � ..��.� __ s,. ! ! r �,�---� �-- .� , 1_-_ �f .I n�j � -- l` ` + Sr. ' � 15` I II I r��� { � `,tti� s ` Southsida lf 36-inah Water iPansre�issian flAain 8���-��R �oR Worth, 4ezas � R Pfan af Borings Ti4lE No. F�4Q-0fi8 �-_ Figura 1 I.,OG (�� BORING _ . BORING B�1 Project: Southside I� 36-inch Water iransmission Niain; �ort Worth, �'exas Project No.: F�00-0fi� Date: 10-�4-00 Elev.: 686.5' ¢!- Location: See Figure 1(5ta. 1��¢9ay Depth to water at comple#ion af borir�g: Dry Depth to water when checked: NIA was: N!A Depth to caving w�en checked: h!A was: NIA ELEVA710N! SpIL SYlVieQLS � ' ' D�PTH � SAN{PLER SYMBdLS DESCRi�TION MC LL PL -2U0 �.d. P.PEN UNCON. (feet� & FiELd 7�57 nA7A % °/a % P� °/n pCf �Sf ts{ t (� � _____ � _____ _____ -----------------_- -------- -- i D 4�4i n �.U" i'ortfand Cement Concrete p, p•.v_•.c a eas � `�`Orange-brownCLAY(CH) — �,�=���____-=______=__-_-__�_-_== � Maderatei hard tan WEATHERED � Y i 5 3U 17 13 3.0 � LIMESTONE wl clay layers , r � 7 QOIU.2' t 5 - very hard at 5' A �eo-� - Verystiffbrawn,reddish-brown&gray ---�----�--��f��_ .______ ��� " - SHALEY CLAY wl sorne limestor�e - - - seams . � - -� - - 2B 99.8 4.0 2.3 � r - r ia y F - 675 -j i� r � � � � - 15 ' 670 - � -- ao d� . fiB5 - I� - , - - 25 �I 3 � b6fl - i . 3fl _ - 655 (cH} — --- �---------------�- -------- ioo�l.a• �ard to very hard dark gray SHA�E � 35 i � 654 � -- — — -- F Notes: Compietion �epth: 1�.0' �aChfilled & Patchec� @ Completion FIGLiR� NO.: 3 LOG OF BORING - � BORING B-2 Project: Southside II 36ninch Water �ransmissiori Main; �ort Worth, �exas Project Na.: F�00-O6� , Date: 10-3Q-00 Elev.: 6�5.0' +!- Locakion: See F�igure 1{Sta. Z69+�8) Depth to water at complet9on of boring: Dry Dep#h to water when checked: NIA was: fV1A ❑epth to caving when checked: [d1A was: NIA ELEVATION! SOlL SYfNBQ�S � DEPFH � SAMPLER SYiufBOLS DESCRIPTION �� �L PL -20a D.D. P.PEN 11NCON, (fe�t} & FIEL� 7EST DATA % %� °lo i P� °h Rcf tsf _ tsf £B5T0 rs- , — — — — ----- — --- --------------- -- --- _ I �� -, 6.8" Portland Cemen# Cancrete , _---------------- — --� -- ------- � Hard dark �rown CLAY wl same -� cafcareous r�odules � � - — {CH} — — — - --- ----- a.s -- ----- � Hard iight brown silty calcareo�s is as ie' za a,s+ 680 i 5 C�11/ IC�� �- - � - � � � ._.� �._-�------------- ---- ------ Moderately hard to hard tan - � WEATHERED LIMESTO�VE w! clay - � seams 675-10 6Tp-15 565 — 20 I � 66fl -� 45 � ! 655 � 36 1(1013.9" ^Hardlightbrown&graySHALEY v��--__________.__. .__________ CLAY i {CH) 4.z� � 650 � ]5 � - Notes: Campletion �epth: 15.0' Bac�tfiEled 8� �atched @ Completion FiGl1R� lVO.: 4 LOG OF �OR[NG - . BQRENG B-4 Prflject: SouthsirJe II 36-inch Water Transmission Main; Fort Wort#�, 7exas Project Na.: F'�DO-068 Date: 10-24-00 Elev.: 702.5' +I- �.ocation: See Figure 1(Sta. 155+�8J Depth to water at completian of boring: Dry Depth to water when checked: NIA was: MIA Depth to cavi�g wh�n checked: NIA was: NIA EG�VA710N1 SOlL SYM60LS � DEPTN � sA�P�E� sY�eo�s DESCRIPTI�N �C LL PL -200 D.I7. P.PEiV UNCON. (fBBt} & FIELO TEST �ATA % % % P� °k pCf t5f !sF , ° t ;:a=�.�:� � 5.5" �Portlend C�ment Concrete over �— - - - - - - - _ _ _ .. - - - - .- - - - - - - - _ �_ ,� �'.,a , ° A 'r3 ' `,A � �: " - ,1 a.5" Crushed limes#one Base �� �� , - -- - ---- ----� --- Hard light brawn & tan silty cafcareous 4�� �oa � _ . GLqY {CL} f � '" _ _ _ — _ ' _ _ ' _ _ _ _ _ _ _ � " ' _ _ _ _ _ _ ' _ _ _ _ � . y� Nard to very hard tari W�ATHER�D� - � ioo�o 2� LIM�STONE wl clay seams � 5 r -�� Ha�dbrawn,lightbrpwn&gray — --f��� -�------ ---- ��� ----- � - ShIALEY CIAY wl some limestone 27 ss.s 4.5+ 2.s b95 -� � � seams ' �� � _ - �CH) a.s+ io - - — — — — — _._.— —. _--------------- i � F s9a -_ - is 685 � ' , aa 580 - II. �- a s } � � � , � 675 � � - r � ; � 30 � 1 G 670 � • r ~r 35 � �. ' � i Notes: Cornpletion Depth: 10.a' I Backfilled & Patched @ Completion _ FIGiJR� NO.: B � � L�G OF �ORING BORING B-5 � � Project: Sauthside II 36-inch Water Yrar�srr�ission Main; Fo�t Worth, Texas Project No.: FE00-Q68 Date: 14-3Q-00 Elev.: 706.5' �1- Locatio�: See Figure 1(Sta. 146�76} � Depth to water a# completian of boring: Dry Depth to water when checked: NIA was: NlA Depth to caving when checked: N!A was: NIA ^. I EL�VATIONI SOIL SYNIedLS � ' ' � � � � DEPTH � SAMPLERSYMBOLS DESCRIF�TION MC LL PL -2U0 �.D. P.PL�N UHCON, (Feeij & FIEL� TES7 []ATA °/a °/a % P� %a pcf tsf tsF � I � ° 4.0"Asphaltic Concrete o�er • - — - - - - - - - - - - - - - - - - - - - - � - - Y Y - ^ 705 � � -" 8 0" Crushed fimestone Base _ J' - - � - - - - " �r,�� Hard to very hard tan WEATHERED � �.�; ; L.IMESTONE wl clay seams _ �,��: � . „_.�_�, : �::� - 5 N _:��.10010' �I � � 70U -� �� r— — -- — � � � � -------------- - ---�------- a �� Hard brown, orange-k�rown & gray � i � `- SHALEY CLAY wl som� �imestone � � seams is a.5* � la r =- _ � _� {CH) ._ — � --------------- --------------- ^ I 695 -? . I• r- 15 � � � 690 � L 1 � . � r 24 ' sa�—� � � " � �-- z s �� � sso � .. � �r `' � � 30 - 67 5 �� I r 1 , r- 3 5 1 . , 670 � - - Notes: Comple#ion �ep#h: 10.0' Bac�filled & Pa#ched @ Completion F[GURE NO.: 7 ' L�G 4F BORING . BORING B-6 IProject: 5outhside il 36-inch Wat�r Transmission Main; Fart Worth, Texas Pra�ect No.: ��00-068 Qate: 10-24-00 EEe�.: �'1a.0' �+I- Loca#ion: See Figure 1{S4a. 131�90J �e�th to wate� at completion of boring: ❑ry � Dep#h ta water when checked: NIA was: NIA Depth to caving when checked: f�lA was: NIA ELEVATIQN! SOIl.SYiUIBOLS I �EPTH I SAMPLER SYMBO�5 QESCRIPTION MC LL I PL -2D0 D.D. P.PEN UNCON. (fee�) & FI�LD TE57 DATA °�a i% °/n P� %a pCf Isf Isf I ��o - a _ 3,�" Aspha�tic Cancrefe over — -- - - - - - - - - - - - - - _ _ _ = i = - -- - - - - 5 0 Crushed limestone Bas� � J � �� �__---- Hard fight brawn & tan silty calcareous ' ' 4.5+ ; i � CLAY wl some caicareous nodules �s �I sa �r 21 a,o � 7as s I .1 ' i � � (CL) � rI Hard brown, orange-brown & gray � � + - - SHALEY C�P,Y wl some limestone - - - - - - - l - - - - - - - - � a.s� -- . - - - - �aa �-io —,,seams ----------- -- ---- �.._----- --- '�� � � —T (CH) .--� ; 695 + 15 i i � .� 690 -�- 20 i i � � 'Y � � fi85 � 25 f, f , , � t i � 68U - 30 I 675 � 35 I � Notes: Completion Depth: 10.0' Backfiped & Patcf�etf @ Campletion FIGURE NO.: 8 i f � � . L �o� oF BOR�N� _ . BORiNG B-7 Project: Southside lE 36-inch Water Tra�smission Main; Fort Wnrth, Texas Project No.: F�00-O68 Date: 10-30-QQ Elev.: 7�1.5' �-I- Location: See Figure 1(Sta. 114+�25} Depth tn wat�r at compietian af boring: Dry Depth to waier when checked: NiA was: N1A Depth ta caving when checked: N!A was: NIA ELEVATION! j SOIL SYMBOLS � �EPTii j SAMPLERSYMBQLS DESCRlPTEON MC L�L PL P� -2�00 D.b. P,PEN UNCpN. {feet) � 8 FIELp TEST DATA � �� �o � pcf tsf tsf = ° � 6.0" As�haftic Concrete over � � � � � � - - - 720 -: - `�6.Q" Crushed limestor�e Base ,:- - - � - � - - - - - - - - - - - �- - -- - - � � - r - -•Brown&reddishbrownCLAY{C}-I}�� ------ ----- ---- -----.-- --- � � — ---_ _._--. --- - -- j � _�HardtanW�ATF��REDLIM�STONE_.___._______________.� _________ _ � `wl clay seams � � -��� 1001D.2° N�rd brown, light browr� & orange s!ry �$ 46 21 25 a.s+ - 5 �' SHAL�Y CLAY wl sam� silt & sand y -- {CL) 2� �D3.6 4.5+ 4.7 �xo — � � � � � � �. �_ ------------------- -------- -- 715 -' : F - � _. 1 7ia � . i r � � r 15 . 705 � r , 24 700 � 1 E l - 25 r b95 — � � 30 � 690 r r � r :-� 3 5 � l G85 � Notes: CompEetion �epth: 10.0' �ackfilEed 8� �atchetf @ Completion FIGURE NO.: 9 Lo� o� ao��N� BORE�v� e-s _ . Project: Sou#hside N 36-inch Water Transmission Main; �ort Worth, Texas Project No.: ��00-06� Date: 10-30-OU Elev.: i4�.�' fl- Locatian: 5ee Figure '[ (5ta. 9��+95) Depth to water at completion of bori�g: �ry Depth to water when cheeked: NI� was: iV1A Depth to caving when checked: NIA was: NIA ELEVATION! SO1L 5YMBOLS � �EPTH I SAMRLER SYiVl80i.5 D�SCRIP7lON Mc LL AL -2flp D.D. P.PEiJ UNCON. {feet� & FIE�D TEST DATA % °�a % �� % j]cf tsf !St � ° 7.Q" Asphaltic concrefe over � � � � � � � - - - - .- � —`5Q"Crushedlimestonebase _ J�------ ----- �---�- �- ---- - - � Hard gray ClAY wl some calcareous - nodules �as - (Chi) � - Very stif# to hard light brown, reddish � 21 108.5 3.5 2.0 .� 5 -� brown & gray SHAL�Y CLAY � r da 740 - _� - xo . � ��s � �� �-- is 4 930 -- - za � z 725 - - 25 26 &6 27 39 4.5+ 3.5 (CH) — — � � �. — — -----_-______..----- ----------- Hard tan silty calcareous CLAY wl some calcareo�s nodules tCLj r 720 � � 3U 715 - - 35 � Notes: Cflmpletion Depth: 9�.0' �acf�#ilied 8� Patched @ Completian FIGURE NO.: 10 �rrnnn �Ann i�ir. �.o� oF aoRin�� _ , BORlNG B-9 .,I � r� I Project: Southside II 36-inch Water Yransmission Main; Fort Worth, Texas Project No.: FE00-U68 Date: 10-3D-OD Eiev.: 742.0' �-1- Location: See Figure �(Sta. 84+a6} Depth to water at completion of boring: �ry D�pth ta water whan cf�ecked: N1A was: N1A �epth to caving when checked: NIA was: P�IA ��EVATION! 501L SYM90L5 I DEPTH I SAMPLER SYM80L5 D�SCRIPTION MC � LL PL � -20� D.�. � P,PEN UiVCON, (fest) & FIELp TEST DATA °fo % °fo P� °/a pCf tst tsi + ° 6.0" Asphaftic Concrete over � Y ` � � � � � � � � �� � ' 8.0" Crushed limestane Base � J' - - - - - - - - - - - - - - - - - - - - � -- - - - - - �--- — —� � --- --� 740= —,Brown&reddishbrawnCLAY�F1)��- ------------ ---- -------- -- , �� � Very siiff to hard brown, light-brown &�s aa i� 2� 4.�� � orange silty calcareous CLAY wl some j silt seams rs � � fi I 735 � ! T �CL� 23 1Q4.7 3.0 4.3 :.yp � � —.-------------- --- -----------_.. m T30 � � L 15 � Ff k 725 � i 1 � �o t �ao �- I i 2s E 715 Y t t � 30 1 710 — I � 35 1 705 I No#es: Completian Depth: � 0.0' Backfi[led & Patched @ Completion FIGUR� NO.: 11 �.o� o� �o�iN� BORING B-'10 1 � � Project: Southside II 36-i�ch Water Transrnission Main; �ort Worth, Texas Project No.: �EQd-Ofi$ Date: 10-3'i-00 Ele�.: 7�4a.0' �1- �oca#ion: See Figure 2{Sta. 77�40) Depth to water at completion of boring: �ry ❑epth to water when checked: NIA was: NIA Qepth tn caving wt�en checked: IVIA was: NIA ELEVI�TION1 SpfL SYMBOLS � ' ' ' ' ;s i — - 735 — — � � (Cl�) � DEP7F� I SAMPLER SYi418aL5 DESCRIPTION Mc L� PL •200 � �.D. P.F�N UIVCON. (feet) � FIEL� TEST DA�A % % % P� % pcf tsf tsf � ° t.5" As�haltic concrete over ' � �� � � � � � � ,� 12 0" Crushed limestone base r - - - - - - - - - - - - - - - - - - - -- - - - - - �40 � ' Hard gray CIAY wl some caicareous � _ -,nodules(CH)— � -- --- ----------------� --- - ; __- Hard lig�k bfown, reddish brown & : - gray SHALEY GLAY 2° 111.1 a,o 2.a - Very hard tan WEATHEREL] I lo �oaio.2� LIMESTONE wl clay seams � � � � Very �ar� gray LIMESTONE wl shale seams i . _ � 100I4.0" . f� � __ � 7as � I I � 26 L I �ao — 4' � i i1 . � T �5 +I . I I 713 T s s � . � } E � 30 ` 710 1 �r � � 35 � i vas 1 Notes: Campletion [�epth: 1�.0' �ackfilled 8� Patc#�ed @ Cornpletion FIGUR� NO.: 12 'F`Cop� hnIVD tl�I!"` , �C `f Lo� o� �o�in�� BORING B-� � - � Project: Southside II 36-inch Water Transmissian Main; �nrt Worth, iexas Project No.: F'�00-068 Date: 'Ia-31-00 Elev.: �'6�.0' �1- Location: Sae Figure 2{Sta. 63�46j ' Depth #o wa#sr at campletion of boring: 17ry Depth to water wf�en checked: NIA was: NIA Depth to caving when checked: Nla� was: Nl� � ELEVATIONI SOIL SYiVfBaLS MC LL Pt p� -200 �.a. P.PEN UNCON. � i�EPT}i I SANfPE.ERSYM80L5 DESCRIPTION (Feet) $� FIELD iES7 dATA % °/a °lo % pcf tsf �sf �6s � 0 1.2"Asphaltic cor�crete over - r —�,8.0" Crusnsd limestone base �---- l � _ �— — — — — �.,r_------------------�- -- - --- ,7art silty calcareaus CLAY (CL) �, .1 ��� Maderately hard to very hard tan i WEATHERED L1MES70NE wl clay � : �oo�o.2• 5eams 7 e a -�-� s - t 1 i i � nora.s° as5�io — -- — — — --- -- ----_____------�-------_._____ t I I 75D — 15 , ! . � 745 � aQ I � 740 25 �} I 735 � 30 i t I tI I �3a * �s I 1 � _ � Notes: Gompletion Dep#h: 10A' �acL�filled � Patched @ Comple#ion FIGURE NO.: 13 TFRRA-MAR IN(' — � � ! �.o� o� �o�w� BORING B-12 - Praject: Sauthside il 36-inch Water iransmission Main; Fort Wort�, 7exas Project Na.: F�00-068 � Date: 10-31-QO �iev.: 759.5' ¢1- Lacation: See �igure 2(S#a. 51}9T) ` Depth to water at completion nf boring: Dry De�th to water when chec�Ced: NIA was: NIA Depth to caving wher� checked: WIA was; N!A EL�VA7iQN1 SOIL 5Y1N80LS � D�PTH � SANfPLERSYMBOLS �ESCRII�TIOIV MC !.L PL P� -600 ❑.�. P.PEN UNCOlV. (Feet} 8, FiEL� TEST �ATA °�� °� °/a % pCf t5f t5( —0 — — -- � � .� �. �_ �.__-------- -----�--- ------- 3A" Asphaltic concrete over • � 21.0" Crushed iimestone base L_ _" _ - � �-�.- �. � "- _ ' ' " ' _ _ ' ' _ _ _ _ _ _ _ _ _ ' " _ _ ' ' _ _ _ _ � �_- Fkard light brown & gray SHALEY ' - CIAY (CH) 755 -: � - � Hard reddish brown & light gray 22 sa� - z3 "as� " " - f - � � � "s.o `- - - - - ` s - SHALEY C[AY, slickensided � � ,- - � _ L_ I � - y h f F - . 750 ' � �C�� 25 101.3 4.5+ 1.6 �10 - — — — — � � � � ------------------- ------__--- a � � � S � F J � . 745 -� � 15 ' � . � • � F � „ 740 -� �- 10 735 � � 25 . + � I j 7 1 ;r r ` 734 � � 30 ' i L i �Y , � 725 � r 35 7 I l , l Notes: Completion �epth: '#0.0' � �ac�fi�led � Patched @ Completion � �IGURE NO.: 14 __ _ ,_ __ _ _ TFRRA-MAR. INC -- � .� �� .� LQG OF ��RING BORING B�13 - Pra�ect: Southside II 36-inch Wate� Yransmission FVlain; Fort Worth, i'exas Project No.: �k 00-06� Date: 9U-31-�a �iev_: 749.4' �1- Location: See �ig�Pe 2(Sta. �45+36} � Depth to water at completion af baring: Dry Deptf� to water when chacked: PlIA was: NIA Depth to caving wh�n chec�c�d: NlA was: NIA ELEVATION� SOIL SYM80LS � DEPTH I SAMPLER SYMBOLS DESCRIPTION �C ��" �� -ZflQ Q'Q' P�p�� U�GON. (feet) & FIELD 7�57 bA7A °�� % °� Pf % pcf tsf 1sf_ �-- --- — — — — --- - � ---------- -� - ° 1.0" Asphaltic concrete aver • - � 1.a" Crushed limestone base - --- - — --- ---- -------------------- --- ------- -- Hard light brown & gray SHALEY - - Cl..AY '4s — - 2s iaz.a a.s+ - 5 �r - ,- _ .� - � - - _ _ � �4a � - (CH) 22 99.9 4.5+ 5.0 �io LL W -- — — — � � � — ------------------- -------__-- 735 - -- 15 . 730 - -10 725 - �- 25 i 7Z0 — — 30 ' I 715 - � - 35 � � __ _ _ Notes: Gompletian �e�th: 10.0' � Bacl�flled 8� �atched @ Comptetion �IGUR� I�O.: 15 , T�RRA-MAR, INC. �, �o� o� �o�iN� BORiNG B-�4 � � Project; 5outhsirfe II 36-inch Water iransmission �lain; Fort Wor�h, Texas Project No.: �E00-Q68 Date: '[0-31-00 Elev.: 7'38.5' �1- Lacation: See �igure a(Sta. 23¢66) Depth to water at completion of boring: �ry Depth to water when chec�Ced: N!A was: NIA Depth #o caving wh�n c�ecked: NIA was; WIA EL�VATION! 503L SYMBOLS MC LL PL -20U D.�, P.PEN UNCON. oEPT�t i SAM�L�RSY�nBOLS DESCRIP�ION % % % P� % QCf �Sf t5f (ieet) � 8 FIEL� TEST DATA __ _ _ � � �2" Asphaltic concrete aver • � � � _ ^ ^ _ �, — ` 8" Crus�ed limestone base �� � ia �a �s� _ 20 _ _ _ _ _ _ - .- 4.�+ _ � i Nard tan &�rown si�ty CLAY wl some � _ _.calcare�usnodules(CL).� J-------------------- -----'I------ 735 -{ Moderately hard to very hard tan � iooio.o° WEATHERED �.IMESTONE wl some �- 5 .� clay seams � i � r � 730 � � 10 � 10012.8" " � � .� —_ �_ � r � . �as � - zs C „ � �xo - - ao 715 -- • - a� ! . .= : � �io - 30 .1 70S � � � �- 3 5 � _ Notes: Cam�letion �epth: 18.0' �ac�filled � Patched @ CompEetian � FIGUR� NO.: 16 TCC7[7A_�AAC7 IAI/' LOC� Q� �OI�ING BORING B-15 - - Project: Southside If 36-ir�ch Water'�ransmissipn M1Aain; Fart Worth, gexas Projec# No.: F�QD-Qfi8 Da#e: 10-39-QO Elev.: 677.5' -�1- Location: See Ftgure 2(Sta. B�63) �epth to water at completio� of boring: Dry Depth to water when checked: iVIA was: NIA Depth to caving whe� checked: NlA was: lVIA ELEVA710NI SOfL SYMBQLS i aEPTH � SAMPLER 5YAh80�S D�SCRIPTION MC LL PL -200 O.D. P.PEN UNCON. (feEt) & FI�L� TEST �ATA �°�a °�a % P� °/a pcf tsf Isf r ° �2,0" Asphaltic concrete over � --I- - - � - � - - - � - - - - - — - - - - - - - - - _. �______________.----- ---- - F __ ___ —',60"Crushedlimestone�ase ��--------------- �-- ----- --� - � � Hard gray & brown CLAY wl some 6's � �calcareaus nodufes � (CF�E} � �_ � 1 5 ��oaro.o° Hard to very �ard tan WEATHERED � LIMEST�NE wl some cfay seams 670 - � �Hard to very hard gray LIMESTONE � � f _ �a . �ooro.2^ _ wl same shale seams 665 -� - �� �eo --- r � �- Z D � f 655 � - 25 650 - - 30 fi45 - 1 on�o.n• - 35 Notes; Gompletian De�tt�: 95,0' �ackfilled 8► Patched @ Completinn FIGUR� IVO,: �7 TFRRA-nAAR iN('. —_ _ r � � �o��R�G L�� sYI���LS �41VD T�}��s �`o� 50« SOIL AND MAY�RIA� iYPES* SAMP��R AN� IND[CAY'�F� TYP�S Clay (CH, CL) � Silt (MH, ML} � 5and (SP, SW) � �, a �ti;�o, Graval - ; ! (GP, GW) �Asp�alt Pa�ing �Shafey CIa� {CH, CL)* I � t� Si�ty Clay � (CL, CH)• �Sandy Clay (CL, CH)' �Clayey Sand (5C)' o:h:�e: �.�•-�:� Concrete p.a.pV ..4'°'� Pa�ing ��Thin Walled ��helby Tube �Standard Penetration �BulklGrab Sample � Rock Core �THD Cone Penetrometer �Solid or Hol[aw Stem Auger � Wa#er level � Waler Level on #he = at Completion = Date Indicated � Depth to Cavlr�g �_,Boring ai Completion Continues 'Note: D�al syrnbals are used to indicate borderline and mixed soi] classifcations S'�R�NCib 0� COH�51V� 501[.S Soi[ Pocicet Penetrometer Consistencv Readina. tsf Very Soft < a.zs Solt 0.25 to 0,50 Firm 0.50 to 1.00 Stiff 1.00 to 2.00 Very Stiff 2.00 to 4.00 Hard � 4.fl0 o�sc�ipri�� ��R�s �o� sa� � � Descrintion riteria Stratifled Aiterr�ating layers of maierial or color wiih layers af least 114" thick Laminated Alternating layer� of material or color with layers ai least �!4" thick Fissured Breaks aEong definite planes of fracture with little resistance Slickensided Fracture planes appear polished ar glossy, sometimes siria#ed Blocky Cohesive soil that can be broken down i�to smal� hard ang�lar lumps Calcareous Containing ap�reciable quantifies af calcium carbonate. (F2eactive wiih HCI) Ferrous Containing appreciabie quantities of ferrous oxidelirvn nodules andlar stains Q�iVSiYY O� G�iANIJLAR SDfLS 5PT �laws Relati�e oer foot. N Densitv 0 to 4 Very Loase 4 ta 10 Loase 10 to 30 Medium Qense 3fl to 5fl asnse > 50 Very Dense Parting Searn Layer Trace Few Some Numerous Dry Mois# Very Moist Wet ]nclusions Inciusion � 118" thick Inclusion 118" to 3" thicic Inclusion > 3" thick � 5% of sarnple 5% to 10% oF sample 1 D% to 25% of sample 25% to 50°/a af samp{e Soil Moiskure Na obvious water in sampfe Samp�e is damp wifhout excess water Sample is damp and water is visible Sample bears free water SOIL GRA1P1 SI�� Soi] Grain Size In Millimeters 152 7fi.2 19,1 4.76 2.Q0 0.420 0.074 Bouiders Cobbles i Gra�el � Sa�d I � Coarse Fine Coarse Medium J Fine 6 3 3�4 4 1� 40 2�0 U.S. Standard Sie�e $ize Siit Q.OQ2 Glay 27a r I � , � � � � � �O�,�N� L�� �YNI�OLS �►ND `CF�N�S �OR R���4 _RocK rvP�s Limestone � Shale � 5andstone � Mudsione ,..... .�.� �ru�� ' ' � w���M .N .� - . ...:..:. �iswr �r,�! �i. :�.... - - � �.'7' . :.•.:.. �� � Weathered �� Shale ;,r� Severely � Weaihered Shals � 5iitstone � Claystone ::: : �...:, � . . i�iarr .s.�. `��r i � i � Granite ii% � Rve� b�R��v�ss �o�� aA��N�ss �Y ��a� cow� Friable Crur�b�es under hard pressure Penetration Very SoFt Dented wl maderate fnger presst�re p��cri tp ivn per� 100 B�ows Soft Scratched �asily with fingernail Very Soft � fi" Moderately hard Can be scratched easily with knife �Oft �" �o �" but nok fingernail Sof# to Hard 4" ta 5" Nard Can be scratched with knife with Hard 2" ta 4" sorne difficulty and brQken with light to maderate hammer blow Hard to Very F�ard 1" to 2" Very Hard Cannot be scratched with knife and Very FEard 0" to 1" can be broken by or�e to several hard harnmer bEows W��►iH�R1NG G�AD�S O� R�C14 MASS Slightly Weathered Some discoloration indicates weatherir�g of rock, rnay be some small decomposed rock pockets, Eayers andlor seams Weathered Disco{o�ation of majority #a all of the rock rrzass, with trace ko some of decomposed rock pockets, layers andlor seams Severely Weathered All of the rock material is discolored and most of the roc�c mass has decor-nposed into a soi! with the ariginal �mass structure still largely intact JOlfd� p�SCR���'I�R! — - S acin Inclinatian fdeqrees) S�rfaces Very Close <2" Horizonfal 0-5 SEic��nsided Polished Close 2"-12" Shaliow 5-35 Smooth Planar Clase to Wide 12"-3' Modera#e 35-65 lrregular GranuEar Wide >3' 5teep 65-85 Rau�h Jagged Vertieal 85-90 ��D�iNC T�iIGKId�S5 Very TY�ick >4' Thicic 2' to 4' Thin 2" to 2' Very Thin 4,5" to 2" Laminated O.Q8" to 0.5" Thinly Laminated �0.08" � i L��T��AL �ARib �R�SSUR�S �OR INT�RNALLY ����� �XCAVA� IONS � �� Ground 5urfvice ��� �'i���r� ������ � � ���� � ������ � ��� 'A� ������� �� H/4 � — � 3 Fi 4 � Excavatian Bol#orx� ,� ? ,� . , .� � , . , , . �, /�,1 '� /�,1 �, ! �. I � / � I � � �Sn=45H� WHERE: sh = l.ateral Earth Pressure, psf. H = Height of Excavatian (ft.) � NOTES: � 1) If watsr is not allowed #a drain from behind sho�ing or bracing, f�li hydrosta#ic pressure must be cansidered. 2} Surcharge loads and traffic live loads, if present, must also be considered. .L ' .. � � Lateral Earth Pressures for li' ��Gl��� � ��TERRA—�4AR, INC. 5outhside II Water Transmission Main graced Excavations _- _ _ --- - �art Warth, Texas � o = = scn��: �aa r,o.: � I7rawn: GEW �Date: 11-30-00 � Revised: Non� ��E00-068 Southside II 36-inch Water Transmission Main ��°������� ��� Fort Worth, iexas TM1 No. FE4Q-46B —� Cansulting — Geo#echnical - Envlronmental Novemioer 3�, 2000 = ConsEruction Malerials Testing i^����I�A��� F9 S�AN�ARD FIELD �ND L��D�4���Y INV�SiIGAi�ON PFt�CEDU��S 5outhside fl 36-inch Water Transmission Main Fart Worth, Texas TMI No. FE00-068 Navember 30, 2000 TERl�.4-11�1��, I1V0�. — - = Consulting — Geatechnical - Environmental = ' ' Construction Materials Testing A���N�IX - STAN9ARD FI1��8 AND LABORA�ORY IAIV�STECAiION PROC�DIJR�S �1E�9 INV�STIGA�iOP! ��OCEDURES The borings for this investigation were staked in the �eld �y a Terra-Mar staff engineer using simple taping proced�res fram reference points noted an_the site plan provided by the clie�t. Ground surface elevations wer.e estimated from topographical maps, when possible. A field iog of each bo�ing was recorded during field drilling operations. These field logs and sail classificatians ware reviewedCverified by a geotechnical engineer in the labaratory tF�rough visual classification. Sam�les were visually classified according to color, texture, predc+mi�ant materia! type, co�sistency and density, Results fram the laboratory testir�g Pr4gram aiong with the visual classification of each sail stratum were used in the determination af the USCS classification for each soil stratum (ASTM D-2487). Finalized borir�g logs are pro�it�ed in tt�e report, as noted in the tabfe ot contents. Please note that the lines of soil demarcatio� represent the approximate soil baundary between differing material types, and that the actual transition between the soil s#rata in the field may be gradual. Truck mounted drihing equipment was used to advance the borings to t�e completian depths using cantinuo�s solid stem auger procedures. . Soil sampies were foii wrapped and sealed� in plasfic bags, for moisture cantrol, and were marked to ic�entify the boring nurnber, sample depth, and job number. Unless notifi�d to the cantrary, soillrock sampieslcores wi11 be stnre� for 9Q days, and then �iscarded. Fie1d soi4lrack sam�ling procedures were perfo�med in accordance with the following standards: Thin Vilalled "Shelbv" iube Samoiina fASTIIA D�1587� This sampling method consists of pushing t�in walled stee[ tubes, with an approximate 3 inch outside diameter, inta th� sail to be sampled using pressure provided hydra��ically by the drilling rig, or ma��ally �y the �eld technicians. This sampling method is ty�icafly used an cohesive soi! samples, and produces samples that are relatively undist�rbed and suitaE�le for shear str��gth testing, consolidation testing, permeabi[ity testing, and in-situ density approximation. �x�0�' Cone Penetpometer Test "ib�" i��X�132�1 The THD Cane Penetrometer Test is a field test established by the Texas Department of Transportatian to determine the relative density and load carrying capacity af deep fo�ndatiar� materials (typically rock formatians}. In this test, a 3�nch diameter penetrometer cone is seated into khe strata t� be sampled. The cone is tl�en driven into the strata using a�70 paund weight freely falling ove� a dis#ance af 24 inches. T�e cone is driven untii either the blaw count reaches 50, or the per�etrometer has been driven 6 inches. The number af blows and the distance driven is ther� recorded at� the field [ogs. The resuEts of the fisld test are then used in a table that eorrelates the load carrying capacity and skin friciion of t�e proposed bearing strata to tfie field #est results. Samalina b� �uqer �orina Niethod "Crab Sample" fASiM D-'1452) This sampling method consists of sampling the soil samples by removing repres�ntatjve soil samples from the continuaus flight a�gers used to drill the boring, or by remaving soil sam�les Southside II 3B-inch Water Transmission Main Fort Worth, Texas TMI No. FE�0-068 November 30, 2004 1 �i1516I�dlYlI�IY� IfAls. _ — Consulting — Geptechnical - Environmental = Construction Materials �esting #ram the cutt�ngs bro�ght to the surface by the augers. This method provides highly disturbed samples t�at are apprapriate far classification purposes only. Grour�dwater Observations GroundwaTer observations were made during drifli�g operations, and after a period of at least 24 hours, unless atherwise noted on the baring logs. It shauld.b� nated #hat th� use of water during coring operatiar�s can make th� determinatio� of g�oundwater conditior�s difficuf#. When necessary, wash water was bailed out af the bor��ale ta a depth below tE�e depth of seepag� observed dtiring drilling operations. �A�ORATORY INV�STfC,4ilOP! PROC�DUi��S The Iaboratory-testing program was directed primarily iaward the evaluation of the physical and ' engineering c�aracteris#ics of the ur�e{erlying site soils. A Geotechnical En�ineer performed �. ider�tification tests, unless atherwise natEd. The resu�ts of this laboratory-testing program are shown at the ap�ropriaie sample depths on the horing �ogs, or on the a�prapriate figures. Unless ` atherwise noted, laboratary procedures were perfarm�d according to the fallawing pracedures: �ioisture Conterti fAS�'Nq Da��16k Natural moisture conterits of the soil sampies (based on the dry weight of tF�e soilj were determined fo� selected samples at selected depths. These moisture contents are useful in delineating the depth o� the zone of moisture change with an increase in suhsurface depth, and can be usefiul ir� locating the groundwater table. The moisture content can also be useful in analyzi�g and evaluating ths expansion pfltential andlor shear strength of soil sam�les. The results of the tesi(s) are reparted at t�e apprapriate depth(s) on the �oring log(s}. Atterbera Limits "�iauid and �lastic Limits" rASTM D�43'I�] TE�e Atterberg �imits are given as tf�e particular moisturE contents of fine grained sai! materials when they meet the tequ�rements of a predefined test. In particular, the Plastic Limit (PL) is given as t1�e approximate m�isture cant�nt at wF�ich the soil materiaf begins to behave more like a plastic material than a semi-salid material. Similarly, the Liquid Limit (LL) is givet� as the moisture content at which the soil materia{ begins to behave more like a liquid material than a plastic materia[. The difference of these two test values can then be calculated, and is known as t�e Plasticity Index (PI). Larger PI vaEu�s inclicate an inereased ability of the sail material to remain in a plestic state with changes in the maisture content. The results of the test(s) are repart�d at the appropriate depth(s) on ti�e 6oring log(s). �he Atterberg Limits can then be used in conjunction with ather parameters to classify the sal according to the Unified Soil Classifca#ion System (USCS). These parameters are also useful in evaluating the expansion potential of the fine grained sail materials with fluctuations in the mois#ure cantent. Unconfined Camnressi�e StrenatF� of 5oif Samoles �ASTM D-21661 The unconfined compressive strength testing of the sail sample(s) was performed in order to evaluate the �ndrained shear strengtF� of the soif material(s}. For this t�st, a sample with a 5outhside II 3S-inch Water �ransmission Main Fort Warth, Texas TM4 No. FE00-O68 Novemher 30, 2000 �"g���l�+lE�l�, IWC. _ — — Cansulting — Geotechnical - Environmental = ' — Constructian NEatenals Testing min�mum length to diameter ratia of 2:1 was used wY�enever possible in arder ta reduce end effects du�ing testing. ff the ratio was less than 2, a correction was app�ied accarding tn s#andards listed in Ehe ASTM manual. The results af the unconfined campressive strength tes# is �se�ul in evaluating the shear strength af soil materials in undrained conditians and can alsa be used to determine the amounts o� cohesion pre�ent. The resulks of the test(s� are reported at #he apprfl�riate depth(s) on the boring log(s). ,� Poc�et Penetrnmeter Shear S#renath �valuation A smafl hand held penetrometer device was used in the [abaratory to evaluate the shear strength o# relatively undisturbed cohesive soil samples. In this test, the fEat tip of the device is placed on a flat �ortion of the undisturbed sample. A canstant pressure is then applied until the device penetrates the sample a pr�determined amount. The approximate shear s#rengt� developed is t�en read on the side of fhe device ir� tor�s per square foot, and is reported at the appropriate depth on the boring log(s). This test is valuable in developing relative correlatians af the cansistency of soils across the site, and can also be used as an indica#inn of the in-situ moisture content relat�ve ta at�er sampfes. �ur�—c:�—ui rd�uiti ���.��, ,�1�Y r, W. 11:rT. r,NGil���ic��'tiU �F��i ]vt�, $17 811 7654 �', � 7 , �oE # zsos . � . _ _ ,.�.._.�..�.... _ _ ._. � ,.... -- --.�. --.... . HOLE:u��� LA� N0: 85978 `�,OCATION : GAMBREL�. ST .` N/ 9�,D' EAST �F STAD�UM DR. ,_ l 2 . 40 "^-�C .- _ _ � _ . 7.00" LTGHT BROWI�i SAt1D 'G�'%GRAVEL � x2 . Q4" L�G�HT $RQ�[V CLAY ..._ _ .I A'TTERBURG �,�MZ'SS: LL: 43,� ���L: 18_O��I; ��_��SHFci��: 13_C�� MU�ISEL COLOR CHART r 7 i 3 V�,F�Y PALE B�U�r�?N CLAY i ' UN�'� WE�GHT; �2 9 , 0 LBS PE�t �UBI� ��OT _ _ � �, : ,,_ w.� ... .� �.. _ . , HOL � :. � 6 �.. ..� ..�.r.. _ .. LAB ATQ ; $ S 9'� 9 LOCATx011: GAM�3R��L 5T_., CL 75' WEST OE.RE3TI,PNn.v _, ._ �. ��.oa�� �c . �. . , 8,�0" LxrHT BROWN SAr�DY CIIAY W/GR�1�iEL (S�'ABT�IZED MATRI�I�,,) G. 00" BF�4WN C:L.AY 3 i � �. oo�� DARt. �kowrr cLAi� � ' ATTEF,�URG S�,�MrTS: LL: �.�7 .5 pL: 24 .2 �� :�3. 3 SHRKG: 14 .�7 w , MLiI�lsEL CQT.Ok CH1�kT: f;/3 PAL� BkO�r�t�i CLAi� � � UTi1T WET{1HT: �29. 0 �.:�5 F�ER CU��C I�'Q47T_ _.- — ._ w�__.._,_ _�-. _- - - -� LEt #7 � ry � �LAA P�iO: �S��3U LOC�1Tx4N: G�MHRELL ST. �/4 4f�' T�7EST OF G�tEENE_A17E. „_ _,_ � � � . G 0" HI�iAC � � ___ .. _ i 1.3.00" GF�AY C�..'�Y .. _ � � 7 , Od" BROG�IN <<Ll�`l _ _ _.____.'� �AT'1 F�RBUF.G �,�NlI�';� : F,L: 55. � F�L; �6. 5� P� :�1. �. SHRI�G: iF. U� i,� MU1�i�E�L CULOR C�iAkT: +�14 LIGi�iT XEi�L�WSSH �ROirT�l CLAY � UNST W�TGH�: 1��.0 I�C�S PER Ct1I3I�' F�OT �.��,�,-- --..��....��,,.._-----_..,.o.,....��....�._.� W IOCRTIOI�T: GAMERELL ST. CL 136' ��Tk�STL�F M�' ����� ` _ r .. .. _...��..... . ��-�- -� - f�Z DA. RVE , ,—. -� � ..-- � . 50" HMAC _. . • — � -� --• s �,. �.40" GRAY SANDX CLAY W/GRAVE�� � � �r 1 �. . ��" _ �,I GH� GR.AY CI�AY , „------�------� AT'�ERf3��RG LIM�TS: LL,: 3t� .� P��: 1�.1 PZ : Z3. � �H�tKG: 10. G s � ��9LlI�S�L COLOF� C�iAC�T; E/2 LIGkiT B�cOEWr��SH GkAY �,`LAY � : ' _ur��� w��GHT: �2� . o_ �e� �ER cuBzc�F�oo� . �..4,�.�..-�.-..� _ _ . HOL�: �9 ,..� _ . ... - -• -- L�1H N0; �59$2 LOCAT�ON: GAMBRELL ,Sm. S/4 �AST OE" _S�1AIDAGE AVE. _.. . . - i .-� �,-� x�e ^ - � -- . � 3 . oa� $�awr� SANI� W/GRA'V'�T, 16.25" �IGH�' BR(?�rIt�T SArti]Y C��Y Tn7/GFtAVEL _ ...�. � ' A�TERBiJP.� �IM��'S : LL ; 37 . 8 �I.�: 1'7 . $ PT : 20. � SHRi�G; �.Q • 0� I MUNSET, �QL,dR CHAT�� : 7/ 3 VERY �'ALE �ROWN CLAY ; r}N� T G+�ET rHT : x� 9. 0 LPS p�R CUB� C FOOT ,r.�..�,..P.a�� . .. —. �.•.,...o— ��.�,-____.�.....�• !/. ��a��a�� ���a�r�� �n� ��t��ls { ��� � � x+Ly1. +fl�� 2/} y 1Y'_• �r5�15 � r\/ f 7f • •'�� r��,. ` �.5i� ' . 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IQ .2 2.��+ 6.�� .� �.�� 1�.#0 .G 4.7� �.��� �. ��S' �.9�+15•5� 2�" � �.1ZE �.SC� .�5 3.�� 9.�� .� ' �+.�� 1�.10 .�5 5.65 �.0� 1.8� �.���.6 I.O� �0"' �_5 �.6� 7.1� .�S �3.7$ l�.2U 1.� �.�� 7.�3.�0 i•7� .7 •.�S _��� 3.� 5.�1 3��33�. 1 6�� 2.5 �•�3 10.�0 .� �+•ri] 24�+0 �.�► 6.,� '}��C� �.65 8.5� 7�•00 �, I 7.2� Sl .�0'�.J� �� �+2" 3 3.72 13.$0 .2 � �.� 7.�# 8.30 �•� �. + " =�. $ 1�.3� �.G 6.0� f7�1 �. $�4� �{]� .4 11 .1�+ 1�6.�,0 10.� . 0 .0� f�l�, ��,�� , �.a �. o �2.s .�o �.�o �oo �.o� �.�+� i �a �.oa i,�.��,��a�d��.o �o.��m���.�cN HC�T�S: M�ni�um areas s�owr� ar� in sq��ra feet. Unlum�s s#�crw�x are ir� cubic yerds. Ve�tical diar��s�ons oF a�l bloc�C beartng are�s �hajl �e identical to the t�ar i x�r�t a I c� i r�roer�s i�� sho�rr�. � � � 1�1�%�3 ���������� �������� ������ � NU"�� : Tee a��ring A�eaS sh�awri �re �ase{i �n l�4 �.�.1.� t�st ��es5ur� a�d 3�0� A.S.F. s�f1 i�ear�r�g v�lue. �4, �� �� 4 �� � ��� i���# C���rete ����� � E-t-�� �aterial �=���0 Canstru[ti�r� +� � � � ��Of� Cvrn �a ��' . rtran�� w�dt�: �. ��pc ��+°' i .d. artd sr+'rei xer = ��" �r t� . d.� 1�°' w}t i�hev�r i s greak er, �. �i I$ lary�.r tJ�an 2�"' = o.d. of �fp� � � �_ . �, �radre shall ex�end � min. of b" b��ond ea�t� s�de af ��pe. . ���� �� � �rr .�! .'Jr �� �3 'y.:+•i�i'�� i*��- f , f3y�t � � *'FJ• F} r"S � .rLti`�s+��.���I�� ' �� 4 „�1 Typ. ������ ������ ����� M. ,�, - �. J. Bend - . � � � i� M • � , � �t � "'+-� �L����� � ��'����3 � � -'�.. � � :�5�..e�'! �� �ell-Bell 9end 1 ��Q## ��n��ete I(�ep a mi n. a� �' -�x' C�ear�nc� hetw��� cor�c, an� Jolnts �r bolts �� �.�. Pipe. or y n cxcc�� s�f i��b�� as detaii�d. �-�-]$ c%, Ma i r� �����7 �Of1CfB�B �-- ��� � -� � �. � �.�.� ���+ + ' ��{� �*.7� ����dR f�'�'-,�� � • .{- �A����4�l1��4L J��i�"� , Ma � n � � v � � i� } �' � � .`�` ��`�� " � I' ' �,� �+'��`�.• ����;�{,�,� y;`�'`x'`,"n�A F� �/���-� `�'' , � �. • *.� � � .��' -,� i, ; T •�# �• � : �' -0' � -� T yp. B��L �4�1D �PI��T ��I�� �+o��: 4�h�� �r�a4e �s � � ���� ���� � � � � � � � � � � SEt�+r,�n or 5petiFied for installatian �� cancre�e �;�� the full �o1nt lenyth �f tk�e pfpe �r �itti�� ��a�� b� tradl�d. �. 5 " + �\ti� ����� t"�s3� +3 f C d� 5 � �—�O C�f1S��tlCCt{}R �. _ ,..�r l�►J �-� f� 5 ' a +r � IJndlstufbed . ��` firen�� 1�� � � o , o _�-_�,s.��,.�+�s �' ' � � � — � y � � �� - � 4 ; ;� ....: � � �� � 0 � ' ��. r� � ��-�� � � � ��, � � i [ � �+� � � � �- � fi ��� ���F': € 1-1� 16" �Y�. fs°f F41N. ��— � � � � �"1 '�� � - �� ' o!z � � � � . r �' � , • • , ' �� . ''J.� . . •�� . �a7'Ii1�+aS��Sf ' 1��� ���* � � ��" ���f N�TE :��+"}t�+�" SF�� I 1 p►nr �ar�hofe ��pe �o b� u�cd tata] de�t}� less tha �+ �e�e t,�c K i n? ey► f ro� Wa�#cs N�. �+1 Y�+�L�+Q , or equ��. a " ; -��, . _. , �.� . . � ' " _�•� ::��..'� '�� .� �,,�� _ � �� y � � � � � � ti �e ' ��-y� �" F'1 I N . V�ri���c pl�meter � , MAT�RfA�� �� � } � .� 2�F" 5td.� �Sanho�e ���r�r �qua1 to Standard �rnbedment MtiC I n t ey 1.4� . I�o. �- A2�A�;w7th �'W�te��� C 10#i A-� $ Co�r�i�atlan air ��+ac. ca�t In �rd. � ,._. -- � � ��io�t�r� fk�f. � 1-��� shap� - � rele�se �ralv�, cl�s� to slab �dge. ,� ��1rur'�th� �u�h�a� pad as r�ip�le5t Cee, ����� +�Grade �d�u���ent, 8" Sh , supp���d b� ���as PlaStrtcs &��e Val�r�s. l�tpp��s St. R.�.1�. �r ur�de� Pwm�. l�later�als, Su�ply �o�� Ft. to conform to � I��.�. 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D�sr�r�s�ons} i � 1� � � 1� ��� � � ������ �� � �� � ������ ������� ����� ������ „' �„�' �� , � � � V � � # � ;� 2 = i � 4{V 5� R�C� � �N � __ -- _ �� � � �� � ' � � r �� _y ti� r ��—' � ,- � ��411� � 173,IQE'� f �aR � � �. � �� � �r���s ��o�s � � �� I ��.�� � �cT � o�r ��� �O. � ��rS 6" �lc � W1�en �xhaust p i p i ny ts req�s i re�, m i n. d tm. sha I I i�o 1�r��t?r of u�ul t r i s�r tong�� plu� 1". ��#�en �rcl�aus� ��ping �s no� r�qurred, m�r+. dim. shall be l�ngtln of vault riser t��gue �lus �"� �+°��Prox. 5h1) � 2�° �Itti�gs� using close nF�ptes, min. dl�n. shal# be 1' 8-��1ls'"; 3�' �jt��ngs, using clos� nippl�s� m�n. �i�s. sha�l �e �" 7l8'�. #�1�l: �I�i. �, �#a�n i na 1 f ns ta I� at i on �n I nsta l 1 ak i�n on C! 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ALL �TFI�R . - �RUSFIED S"[�I+IE GR1�AITON ����151QN� 0� �FIE�� iT£�!� SHALL A�i�L.Y. �1�11E �1Z� --- . � R�� � . . —��— - � - � - -- � ���� � ��� WATER� ��YV�R & �T�DI��I DRAI�i ���� _ ��-�� ���El�1�1��1' �!�[� ,-BA�!{��L� '�ETA►Il�.� � ��s . so-xoo � r��'3�Y (�F �`(�F�T �1'�?RT�-���i��'�'R��'f I�� S'i��D �g ������, �PF�?.�7 PR�EM��T� �NT1i�� �+'1�SH 0� ��V��E�1T. �U7T�E� TO �l� i TE� =5� THAhx 10 'P�AR� ' ��J�f2LAY 1�A�E II41��F3 {P.��ROXI�ulAf�LY 4�'1 QRE Ti�AN 1� Y��R� - . A��RE�� i8 p�p�RAMr.4ED F�� T��A1. R�CQN��RUC�I�C� �T��iE�ORAfiYk�rRE�C€� €2��'�}#� �S� ACC�P��SL� ��' . 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FbR GRPD.��flOh1 &���IPA� i ION �s s��cE��Ea �n� �r�� ��� �� �K� sTnr���� �P�CIFI�ATC0�5 F�� C���TRi�Ci�QN. TRAN�Ff�ftTA�l�i+l-�+ PUB�E� �4��}C$ bEF�T., C�TY �F �0l�� �#���� rt�� 0� BAC�(F1LL AS ���CI�i�� IF! �E�rGOh15 E�-� & �2-2 �� ��iE Sf €���I�A�l��#S F�Ft I+VA7ER ��PT. �RO,l��T�. �0#�� 1�fOR7#� I+�AT£R O�P�. CI�Y o� �o�x wo�r�, fi�.x�s. DITCFi W+4I�� i ���`�4J�`�� A�'P�RVED 9Y. � — �"�'r'"� WUCrO �IALAt�J��l — - D�l��CTOR. �'PW CIT1' �� FOf2T �'�ORTH. T�7�AS FR,4NSP�RTAi[ON1FU��IC W�IRF(S ` � �,1Gkh�E����IG �IV��a�H � , N��4 i-iMA� SURFR�E { �"• tJlli�l . ? WE�CE h�GLL 5 FEET �E}R �VE]���F.Y �x�S�ara� C�RS ,& �U"fT�R i [3AT�= FIG �OQ�-� .E SAVd�� T�FU��T�� THL� '. pRII�L �4�1D Ci�O�JT *5 x 24'-' �I� IAR� A� �+4" C-�. PE#�A�RAi� h.�IN. 6,• ,�i� E}�i��lhlG P#VE��N�` � �f�YHLA �h,�IN�T��il1�t,�1��12'a7�v�R �� 71� �Ai� �. �T �k�A�1Stb�1 .}��h�� U5� REDWOQ� :XFAl�Si�� J�CnfY FILtER Wxi� •� x z��� i�ID�TH DQW�� A� 24" �-C � � m N0. 3�AJ�S ��4" C-� BQTt-I Y�A't� S�+W Ct�T; i SAW CUT- �}�IST�N� S7EE� ��: PAVEr��t�T � �HALL �� �17T � � � . -. ' � - ' • , � �x�s �. �o��. ��,,�����x � - � ; w • • • . �!' I �z_ s����.`� _ - : . - � - �.. ' ,- ,� �_ : ' . � ��+�€"--���� +�� � - �s„� ��� ����r� ���� �� � ��� � � �" I�+�I�.' � �— ., � _�. �-I�� J�it51T DEPTH 5 �+� C� �� - � }— ���i� ��' <'''�•.% ��� {�>; . �— '�'�'/� �' �I�1. ���� ����: � CUr�� I � � � T�P��� P��TIAL PAi�EI� €�EP�.A���S�i�T ��COb�MEh���O E3`�� . � �EOR�£ A. �EH�I�NESH, AS�t��;v�T O1REC7�R. TP pAT�� � f�� w � .�o��� PI�����ED��TC�T �P�C� �ECT��� � � F� AV�h� ��1�T���T1-� ���o��� a�: � FiUGQ MA.LAi�GA p�R��T�R, T�'� _ �1FY �F F��T WG'RjK, TEX�S � ��,��s�a�r�no������s� wo��c� �#JGtNEC�aNi'x �iv�SIQN _ � �,�11�F���1T �Hi�iC�#ES� ���'} _ _ _ fi- S" T- 7" � � �+ ��� � ���� EIE� �ti �-il#°° 1-11�� 1-�! 4`" �i� €�AF�: -- �i�, z�o�-a �Ot�� S1D�S 0� YW� �1.1� �Yi�a�i, AT�Y �AYI�� WI3F���Ti ��LIG�� S � 1�l�i.A1lViFiG PAV� 8�� �EPA��t*� �JCLI� B� A lf�N[1�CUM C�I AtJY �1R��T301+�- � � �Lortig ��rv#�es� � . 4t�r+g 58� � Sha�r't Ser �fito�t 5$rv1 � a� a�r �a � �'. � � �� to tvr� � , + �Rep#oca �� edqe of ���lwhera a tht �iSl81iG� � �eiw�esk �u� ond e�g� o[ For araa {�'� �onelis { `�". �p .�o t� � 9quoce oir. �quara �f#. � � � � � � � � . + # � �� � ` As�F�al t �D1��r9�� r�pQir. � � � � � � I � ASRreo x # R . L�.� .--. 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W00 �51 (Cla'ss �Hj ConeraSa Sa.d Of C�r8V8� 9-0ddl�y Gl�ibf}al � � � _ �a��rou� �an�s 7. 77�� 535�EP TEE +W� RIP� �;i1F{�,5 lNSfAlifb 4�:Si� $E 5�t7-35 flR SDR-2b PVC MA�R11,� �_ CONt�e".C7TOk5 �0 T1�� E'+�+-x`"F�NG SERViCE �ALL B� i,CJ4DE R�SIF+C RU88ER SLEE4�: COltR�1hlSS ktiH STIUkL�SS ST�EL �bULiJ_E ��h�S ffEPJ41� �.'��, TH� S�'-k�f5 SH,4U. �� 1GHTEN�D to TNE 7c����' 1�COA�11F�1DF� 81' TH- IAA: iUF,4GiURER_ 3- 14iE E3.aBk�NiNi �i�SfRIf4L V5�4 5}{A)� bE S+�NP, Gfi�+� � 4i7+,�R A??RQYED &EUDIHG �A7rRli� �. SLQP� # 7Hi lAI46f�u�1E StcRvlCc R.�T�RAI. SHALL 9� h IAItJI�ii#IA 0� � PERCEN7. _ 5_ I!# 3ilGai IRPFFI� .4Re.A�S. {S7RE�f5. C1RI'.'�'Ni'.�. `,r�pEw+�t}c� RhU 14rJ�{4VAY5J WhS�W7�TER �d�J-[ 57A�c 14N❑ fi,LSTlkti SHAL� 8� flF CdST IRpl� 6- IF� h*Oht-SR�3C �ReAS 1{'ASiniti'74'fE}7 i.'1�,NUUT CJ� AND 57ACk Sk.tiL-L EE RL'� I,IAlFR1AL T. CQ!�CR�'iE 11SE0 h1?OUNd �A+iOIiT J,SSEu9LY S�L3LL �- 5 SAIX. 3.409 �SI k{15� ��s� i�c�r� ���}�r�i �u� a�o7 � o�a �.�.. � �L ��.�� . � � f�lf.'�� S.'`i $¢1#� , ��11�:� 3hlF�3�{�r1A�� *` frem S�nkay #io4aria �c Asao�� In:aR*�attces 5obscrt To GhaRgt ��ScRi�nar� �� a.�,stf r�o_ �oat kvn tat�d �aanou[ Wf55 BdL, ars� Cuu�nng �. 1e e6a � xSL-�,2+4 F�oeks� Sakor lswc4 Cleo�r�ue W{'� 8a1� add Gwp�p 3_25 Rn ... .�TL-i528 -� • � -- . � = � � � . �� - �U �. �J.. � � Eiin4 � - - "� � V�� �����t�° ���str���i�r� Po�o�y �� �'� �T �o RT � �����¢ � �� TR�►N�P�R�T�lyl�h� �s �U�L[� Policy # ����� Effective Date C1TILITY CONSTRUCTION PO�ICY Revised Page 1 of 6 The followir�g palicy shall govern alf utifity consfruction within City af Fort Warth rights of way and eas�ments. PUF�P�SE The purpose of this paliey is to effectiveEy rnanage st�eet closUres, minimize disruptions to �raffic flow, minimize damage and �nsure proper repair #o the street paveme�t w�ile albwi�g for utility canstruction and ma�n#enance, A. C�NE€tAL The Di�ector of Transpar�ation and Pubfic Works or hislt�er designated re�resentative, F�ereinafter referred to as the "Director," shall specify methods and materials that will be acceptable for utility construction within public rights of ways and drainage easements. All plans and spe�ifications sF�all be reviewed and approved by tt�e Dir�cta�. B. PL�►NNING AND COQRD1f�ATlQN 1. Advanced Planning: Ma�s and prajected scheduies for the future 12 monihs for all constr�ction planned or antic�pata� by eac� utility including water, sa�itary sewer, el�ctric, gas, telecommunications, cable, etc., are to be submitted to the Director eacn April 1. The City wil! review and distribute this information, which can be conc�ptual and tentative, with other utilities for �urpose of project pla�ning, coordination andlor consolidation of projects. Emergency utilify breaks are excepted , from this requlrement. ' 2. Permit R�qcriremenfs: All utility construction withi� the st�eet rights of way or drainage easements, must have a"Street Use Permit" priar to construction. {City Ordinance # .) A City permit is requiretf for any work on Texas Department of Trans�ortatio� (TxDOT) right-of-way that is iocated within the C�t� limits of Fort Worth. Seven (7} copies of engineering plans musf be received by the Director a , m�nimum of 21 worKing days prior to antici�ated construction (exciudes emer�ency work). A!I plans for service connections mus# be received by the Dir�ctor a minimtam of five (5} working days prior to a�ticipated construction, All construction worlt atatharized by the permit must be completed by the time specified on the pe�mit. lf tf�e work cannot be comple�ed within the specifed time pe�iod, the permit holder must re�u�st an extension at Ieast #hree {3) working days prior to ex�iration. � A copy of the permit, app�oved Traffic Co�tral Plan, an� approved engin�ering plans shall be maintained at th� constr�ction site at al! times, l� any provisions of this policy ar� not #o�lowed, a permit may be revoked. If a permit ha[der has nat com�lied with the terrns and conditions of this utility po�icy under a prior permit, new permits may be denied. An approved streei use permit will became vo�d if 021� 5101 ���T ��RTH �.�. �, ����,µ4..��,��. - .� iF�A�V��Ca�;i�►i`f�IU � �'I.J�LI� ����cs U���IiY C0111SiRUCi1411a �OL1CY Policy # Effecti�e Date Revised - - - _ Paqe 2 of 6 � 3 � �onstruction has not begun within thirty (3d) days after approva! of the permit. A responsible representa#ive with decision-making a�thori#y for t1�e permit hoider shall be an s�te at a1f times during active construction. Emergency repairs: Emergency re.pairs may be undertak�n w9ihout first obtair�ing a permit, hawever, the utifity com�any or contractor sl�all a�ply for a street use permit within 2� hours and prov�de the Ci#y with a written detailed description of the worfc performed. An emergency is defined as a situation presenting an imminer�t hazard to personal a� public health, saf�ty or property. Engineering Plans: Engineering pians shall be 11 "x17" at a scaie of 1"=50'. Plans sha11 provide a co�er sY�eet ouflining the f�ll iimits and type of proposed wark; requested number a�working days; utility company contact name, 24-hour phone n�mbe�, address; table of contents; complete legend; location of all trenches, di�ectianal bores, street right-af�way, curbs, driveway approaches, sidewatks, �andscaping, irrigation systems, existing utilities, pull boxes, manholes, street light, traffc signa! or otner polea; loop detectors; traffic lanes, etc, lnfiormation regarding existir�g utilities m�st include horizor�ta! and vertical alignment and pipe sizes. Plans should ciearly indicate if the utility is averhead o�r undergrot�nd. Detaile� drawings of the proposed utility i�stallation should be �rvvided, such as pipe size, r�Umber af inierducts, prafiles and other utility structures such as sw�tch gear and transformers. T�e length and depth af all bares and trenches must be cleariy indicated. The engineer's name, license number, and date shall be on a11 plan sheets. Review copies will be distributed to the City of Fort Worth Transporkat�on and Public Works Department, Department of Engineering, Water Department, Environm�ntal Management Department and the Parks and Community 5ervices Department. Engineering �lans will show #he name and 24-ho�ar contact tel�phone numb�r of t�e u#iiity project representative, along with the following City telep�ane contact numbers: i�W Street f�llanagement �ermi�s /! T�V�! Street �ights and iraffic Srgnals Water Department ��7.�i9.fi673 �'9�.�71.�100 �17. �7�. �30D Contact nUmbers shaufd also b� shown �or ather agencies such as Texas Department of Transpartation {TxDOT), railroads and gas pipeline campanies, as appropriate. fl2115101 �� RT �0� RT H �...'.���,��'�..,�� �. �� ���4�V����TAT'I�N � �'��LI� ����s UT1LIiY C0111ST'RUCi10N PO�ICY Policy # Eff�ctiv� Date Revised Paqe 3_ of 6 5. 6. 7. 8. Traffic Plan: Two �2) copEes of t1�e proposed Traffic Control Pian shall be required. These sho�ld be submitted with and foflow the same genera� format of the engineering plans in accordance with th� fatest edition of the Manual of Uniform 7"raffic Control Devices (MUTCD). Sform Wafer Pollufian Arevenfion Plans: SWPPP plans wilf be required if work crnsses a na�� �- �� stre�rn or other drainage channEl for review and approval by tf�e Qepartment of Environmental Management. Deep Trenches: Any trenches that exceed fve {5} feet in depth must meet OSHA requir�ments and have a safety system and program. U�ilrfy Locafes: The contr�ctor is responsible for obtaining utility locates prior to construct�or� and for diligently utilizing the Iocate informatian during construction. Utility iocates may be obtained from the following list: iexas Dne Ca!! City of Fort Worth WaterlSewer City of Fort Worth 5treef Lights Gity of �ort Wor#h iraffic Signals Ci#y of For� Worth 5form Sewer City of �or# Yi/orth f�fedians �.�ao.a��.���� 89 �.871.$3Q0 89i.�i9.�'900 �1�.sT�.��ao �97.�i9.�10Q �9i.�71.P�Rl4 (7�i5} �ar water ar�dlor sewer �ipe � 6 inches in diame�ter or greater, field ver�fication (D- hofing) of the afignment and elevatior� must be performed prior ta digging. Field verification {D-holing) for water andlor sewer �ipes less than 16 inches may be required at the discre#fon of tF�e Director. 9. I�latrfrcafron: The cor�t�actor shall notify the City ar�d adjoining prop�rty owners two (2) working days (48 haurs) prior to initiatrng consfiruction. Advance natice fo property owners shall be �r� writing and inc#ude name of cantraetor, name of �tility, descri�tion af wark, cantact �ersan and 24 hour telephone num�er. 1n adciition, fihe contractor sha11 instail a�roject identification sign an each e�d of the work site 48 hoUrs in a�vance of tt�e start of cans#ruction. The sign shal! state tl�e name and phone numbers as shown in drawin� 200Q-6. 10. Coordr'nafron: The Ci#y reserves the right to coordinate and manage mu]tip(e traffic disru�tions and street and fane closures and to delay or deny issuance of permi#s w�ich unduly restrict traffic mo�ement. 1�. New Pavemenf: !f a utility compar�y des�res to cut the street wit�in the �rst two (2) years of construct�on or reco�struction, the ut�lity campany musi reconstruct the entire stre�t (c�rb to curb) at its ex�ense. fn circumstances where there is a need for emergency repairs or service connections, Cor�structian Requirement D6 will 0219 5I41 i � � �Q RT �(� RT � � .� fr iR.E4��1��€�iAT°I�A1 � P�I�LIC- --Palicy # ����� Effective aate U�'1�fTY CONSTRU�Pl�M POLICY Revis�d _ Paqe 4 of 6 apply far concrete streets and Figure 2000-�8 will a�ply for asphalt streets. Fnr ad�itional infarmation regarding seruice cnnnections and emergency re�air of water andlor sewer iin�s, see �i�ure 2000-4W. C. TR�1��IC MA►Nr4GEM�NT The contractor must plan and execute the uiility canstruction in a r�,?:-�ner that minimizes the disrup#ion of traffic. A maximum of � lane ONLY may be closed for construction work in ��e down#own and aEong arterials �nless otherwise authvrized by the Director. Work must be scheduled between the hours of 9:00 AM and 4:OD PM in the downtow� a�td along arterials unless extended hours are authorized by the Directar. Normal traffic flow will be maintained at all major intersectians during peak hours wit�aut restriction. Work must be scheduled on all other streets between 7:00 AM and fi:0� PM unless extended ho�rs a�e a�thorized by the Director. Adeg�ate traffic control devices are ta be instalfed and maint�ined in accordance with the Traffic Control Pian. The Director may re�uire additional traffic control d�vices. �. COhIST�UCilON REQUIR�IVI�RlTS ' 1. Horizontal and Vertical Clearances: Where buried under roadway pavement, the :'. facility must be at least 42 inc�es deep and sho�aid normalfy be placed under � water, sanitary sewer ar�d storm sew�r pipes; �n other afeas, a minimum depth of ;� 24 i�ches shall be required. A minimum clearance of 3 f�ei must be maintained � both horiz4ntaCly and vertically for pipes and associated manhofes and inlets. Where the utrlity crosses under a stream or other open channel, it must be '� canstructed a minimum of four {4) feet below the bo�#om of fl�e streambed or • channel, or mare if irt�provements are pla�ned by the City. If the utility passes e av�r a stream or nt�er open channel, it must be at I�ast two {2) feei above #he 100-year starm elevation and provide sufticient ciearance for the �assage of � maintenance �quipment u�derneath. The permit holder must restore the right-of- . way upa� completion of project. ' 2, Boring: Utilifies instalfed longitudinally a�ong tt�e st�eet may be bored or apen cut. ` Utilities instailed across streets shall be bored unless otherwise authorized by the , Directvr. 02I1510 � � �{]�T�ORTH � .��;� 3 4. 5 0 TRAIV����iAiI�N 8� �1���1� v����� UTILIT'Y CO11dSiRUCT1011d P�LICY Poticy # Effective Dat� Revised _ _ _ _. _ _ __ Page 5 of 6 Trench Design Standards: Dimensions ar�d materiaks for open trenches sF�alf conform to F�gures 20aD-1, 2Q00-2, 2000-3 and 2000-4A and 200D-A�B, dependir�g upon the ty�e of pavement. Steel plates used to caver a trench tempararily shall conform to Figure 2000-5. Drrveways: it is pre�erred to bore under al� driveways. If open trench methods are ��sed, tl�e ent�re dri�ieway approach must be replaced. Trees and Landscaping: T�e contractor mus� restore any damage fo trees, shrubs and other landscaping in the right of w�ay or easement. Manholes must he placed oUtsade of the drip line af a tree ar 15 feet from the krunk, wh�chever is greater. Boring, rather than an open trer+ch, must be used w�thir� the drip line af a#ree, Pavement Surface Restoration: I� order to maintain an acceptaf�le riding surface on th� st�eet, the contractor shal! replace the pavement s�rface according ta the age and type of the pavement. Any damage to the street surface caused by tne utility construction p�o�ect, includi�g damage rejated to staging operations and material storage, must be properiy r�paired by the contractor at the cor�tractor's ex�ense. Replacament of pa�ement shall adhere to the follawing guideiines: - Corrcr�te Pavement: 2 yea�s to 10 years � More than10 years Entire Pan�� Partial panel replacernent Partial panel replacement includ�s replac�ng the entire width or length af the pane) by a minimum of 5'. I� r�o event shall any remaining portion of the panel be less than 5'. (5ee Figure 2Q00-4A). Asphalf Pavement: �' 2 years to 10 years ,� Mpre than 10 years Resurface 112 of pavement, curb to centerline Overlay 9 lane width {approximately 12') �, If a street is pragrammed for totai r�construction under a Capi�al Improvement �L Program ar resurfacing under a 5treet Ma�ntenance Program, trench repair is acc�pta�le. � .l � � � Q219 5101 P ,�, V��� T�a��ic �����°o� ���n �i���°es �---- � .__�._. . . .. _. _ .. - --... . . . . -.. . ,• � � -�-- � -�-- •--- - -..... _ _ . .__.... _ � .; . . . _ ;. . I � � - _ . _ � . _ .. _ -: -- ;,;• : . . . $. .. - - : -. - . . _ .. , " . � soan .�: •.. .. -. - � ,� . , AHEAQ , x ' - - - r . RQA�7 WORK . . . . . '� �• — _ . „ :._...�i: _ _ :_ .� � -.�r� ' � . • : ' . '. � �_.' • . : -°, `— . . . ± �� ;.._' ... - -- - _ ___ _.. . - -_� --_ _ - - -•__ - - ••-- -- . ,— - .. - - _ , _ X" : . . . . . : . . . . . . .. . .. • -- • - � __,..._... .. : __ _. ... , __ , OME L./.rl5 . : . .. . : : - _ -. . � . � • � : � � � -• .. ... _ _ , _ .. _ . ROAD- � . -- . • •. • _ • - - . -. _ ... • . , -� - . . - • - • . �4liEAp . . . . • • Ck.o� � ' ' � .. - • . '. _ . . . . .. . . �. .., . . LI ._ � .. . . . _. . . •• -- • • . , • - . - � . .� . ; � Flagger . � a ' - s ... - � _. . . , �,. . .. ' .. _, _ _ �.....".� . ..Od , _ . .' ... __. .. . .�. �.] �� —�--._. . �_ ._ ._ . • . ..•--.__..--��-•--�— -----�---._.._ _.___--•--.._.�--� - ------.... ---- - ---------- -- - —.. . _ m.. .--- -.r _.._� _........._--- � _ 3a . ... ._' . _ . .. ._.. ._ ~._ � .. � - - - � �W � . .��� _.. . . _ ._ . . � _. � - � - � �� " _ . • - • � ..�7 N . . .. - - - -•. • --� - --,----••� 4.- . :-- .. ..-• �—' •--. -. ..... _... . .. _....... _. ' ' , � .. , . . � ' • O Z � � � �� i� �. � � � � .., _ � � � ' o —. ... _— -- --- ^ � �laggers requi�ed whenever --�-- � -. .--- -.-.�._�..: Q � _ �__._ �. _.__.______.-__.�----- -�-- .-- - .. �:`;���-7 DSIR tra�Fc re uire�S � -- '- . �p $ � � � �, Flagger Require8 On � r � � � CailectarlResider�tia! . �. M'� ��to use same 1ane. o� � � ' � ' a T 5treets. Additional Flaggers May �e Required [aepending On � � �laggers shalt be in constant -' ; , _ " � �, � a � Field Con� s. � radia c,onta�i. - '' o � No �or�gregrat�ng around j . ° fiagger stat�ons. . . � � � � �lagger �iatians must 6e � � a lig�ted at �ight. : - � � - . �- � . ' - .. � � � . .. . I ! .� � .�._ : � �� ..� � �. . 4 . . + .. .. _ - . .. . I . : ��. - � --- - � a • r . :. _.. . ;�_�� --�--� _ . . . ' -- �. . -..� "- �aa,n - ..�.. �: .. � I . _ . . _ . . . . _ it .- - - VY�RK . .. ,_�. . • -- - EN4 ••- � .. _... - . : . . . • . . . .. . .�._..__._... '._.�_.-- - ..�_�. _�_:- —•�- -. _....------- .... --- -�- ° --•----�•-- - ��� . �. � : ' _RO/4D IfYaRK �. _ . . . . ., ••_.r� ..- ; _ �-: , �_ � y _ _ _. .` . . ' -,-.. - • •- . ' , � . � _�: T . � . ... .... � f 'f—_ . .. • i . . . . � . __ . .. - . . . . t . . . . - _ ' �. . _� -�—..� ..... . ..�.. .". ..2L_".. .. . .._. .�..�. ��_.��.__� _...--.-. . _ , ... . ..��...« .�. . ..�—��.�— .. . �.. _. .. . . .. .. �..� . . . � .. . .- ... .. '. ... .'. , .�. . . .. - .. ..� . .. . . . -. _.. . . . . � ' .. _. - •. � � ' _ ._ �_ .,. '""�' '� "" .. . : . �.�.... � �..r ' .. ... .� - � , �..t_ �_. .�_"��.� _�...+�.�'�.�... �_. . • . • .T�;� _�. v •�. • �_�" -� i�is ptan is su�mitted for TCP. { certi :this piah will be�used for_ih� following�focatian(s): ` . , o , - . � , _ _... .. Q . . . ._ _ __ ... . - - --.� ..��. _. .-•- ,�,,..rr .. � � - - - - - - -- - - - _ - - -- , - � . _. _ :_ . .-. ..�. . �.-- -� Q f ... . . _ . : •--"" ..�.- - _'-• - --_ .. _. _s_. � _ . _ .... -� .. , , ._ .. _ - . . _ _ ..... .. .... ... _ ...« -._ . '.-." - "t:. ...'.. .,+.Ae _i,�'s �._�.`�_ -� '. ' • "'�g:� c_s' t•": ' ' .. - ..r. . i ' ' - , . � � � 1 � ar�d that ali,cha.-:._ .. _ _ - -- .. .. ___ =^��. --- - - : - � � - �-- � -- �- - - -- �� -�- -�-� -� �� � -. - � . ' . � ....� ».. - !1 M . .. _ _. ..t . . �, .. nneli�ir�g devices vv�it canform to_ General Notes ��as sf��wr� on the back. ---= �- =. -.:. -�.�_ :. . . - - �- - � - - _ . _ _. . : . .�. . _ �_ ._.�� - - �.. .���-- - __ ... � : --�-- -.. ..:.��__ - _..� .. .: _-_ .- ... -. . - . .-. . . : . . __ - _ _ .. "_ -- �--: - - . .. _ , -� -- � �---.._..---------�---�----___�r�-------- .r—_ �- __. — ___ ...�_ __—__._-----_.._-- -- -- ---- .._.. � Signature:-�-- �=--=�------'-�-----' --�--_�-::;:�::�w',•-�-Date�:. ���=_:� _- �-- . �.� -_�-_- ._ ' _._ ..---- . ..- __-- =-.-- ._-_-- = _ �.: � - '� -_ �: � --:w:�:� � �� -s - - - .. -_---_ - � ---- __-- = •- =�_-== - --.,-:.; :�r _--=i ==-•-_— -__= ---_-.- -_ -._-�--- -�-=_=-•--�---�---�• -- � , - . , . . - - � , _ _ .—_.:_-._ .- --�.TYPi�AL 7WO�WAY �S►R�EY ---_-.�--- ----- --. . :. CIYY..4F.FORT WORTH ----.= �*�_._;�_ -: - -;- . _ . . . . . . .__�- _ __ _. _ � - . . . �YRANSPORTATf�N ` � �_� �y=='"_� � _ — =�� :�LAi�E-CL�SURE- � _ . - � - ... ..' ^_ _ . . .:. :_�. � __�.� --�=Ait1D .. � . �. __:.. � Not�: -_ . --: . .. . ..�.. . .-- - . - . -. . . - - � - . . . . _. . .... .. _ .� . , , ._ :-: :.. - - .. . -� �= �u��lc rrvoRKS -'-�� - �- . .--{ . . . _ . . . _ � _� _-'.-=- ��L�R�_-`r�,� r . � ' � -- -� � . .... . .. . . . • �:. .._�. . - _ ' �e��i��f�►�� lv����ri 1 .� . 'P . Ali channeiizing devices sha11 be �n accordance with the current edifian flf the �'exas IVlanua! on Un�f�rm Yraffc Cantrof Devices. ���:�- � � _ . �..__ _�..� . ' - �r`-�I - - _ -- � - 2. Ali iraf#ic Control Devices shail have worki�g visibte waming lights as�required�iri ..:� � -� aceordan�e with the current editian of.�MUYC�. ":'. . 3. �o� iemporary Sit�atio�rs, when it is not feasihle to remave a�d �estore �avement . ' ' markings.'cha��eiizatian must be made dominar�t by u�in� a �ery ��ose de�ice spacing. ��. � � �This is �specially irnpartan� in sc�cat;vr�s a# �on#ii�ti�g in#�rmatian, such as where #raffic is directed over a doubl� yellow �ent�rlin�. !n suc� ivcations; channe��ing devics spacing� af °� � fi�eei is r�quired. � � � . � 4, Fo� 1�oria"ie�m Stationar� work, ail �an�icting pavement markings mUst be pemoved.�nd . - ; centerli�� sfrip'ing provided where�twQ way traffie is in adiacent {a�es. .. ' '. . _. �. �on#cactar shati pravide sidewalk elas�uff.e�� e� � W�n tn�eti n acti�it ^ . �- � - - - - - - - - ...._ . . . _ . _ . r walkway bypass -�------ ---- __� __ . � wherever pedestrian mov�ments are y i�s, Ali sidewalks and �rasswalks �hal! b� accessible when car�tract�r i� r�ot work�ng un4ess othetvvise a.ppraded by - t�te City irafific �ngineer. _ . , � � 6. "fh� use of trai�er mou�ted ARR��I �s�P�Y� �►aY be require� ori�alf lane�closures. The contractor sha11 provide flr�e (�) stand-by ur�it in �ood working �conditian at #he jab s�te, ready for. us�, if his operation requir�� 24-ho�r a day clost�re set-ups and �f required. .�:::-�--•_- . _ . . . ... _._._------- -._.----._.__._ _--_-----� �-------� � -� - - �------....-----------.._ _._----__._ �' }� 7. City Traffie En�ir�eer �r�dl�r Enspectors may require additio�at #r�ffic c��i�al iievices. -----��---- ..�.k iYPI�A� iE�+t�S1�tON ��NC�THS AN� • - • " S�1(9C�SYED fl�AAXiNPUN� SPACING O� D�VIC�S . � Minimum Desira�te Yaper � Suggested Maximum Device Suggested S�gn � � Lenqths SL� Feet � Sp�cinq S�acirrq (�eet) � Fosled �: 40' 91 'f�' .. �n a Taper 4n a.Ta�gent oX. Speed Farmula° Lane � �a�►e �ar�e (F�et) (Feet) Dimensia� ` . � MPN - �O�fset Offset �fiset _ � � y �--3p - . . .. 1�0 - - 965 ��D 30 60-�'5 ' 'i2t3 . 35 : ��WS� -20� �'15 245 35 70-9� 160 -- .. 6(} - - .� _ - - .�- _ � ._ . . - -- qQ �- �65' 29a 320 4� • . 80-900 � . - - 240 � _ • .. -- �--- ---- 4� _ ._ � " 45{� 495 a4Q _ 45 '— --9t}-i90 -:-- .�. __. _ . 32D -_.. -_ _ ._._..._ . � - • ., _ • �p � - �'-WS -.. . � 50a� 550 S00 � . � 50 1D0-1�5 . : : a00 _ , . .. , _ , ,_ _ . ._ . � �... . • 1 _! _:�.:.: ` . ."- . _ - `L= 7aper length 'rn feet - �-_ W=1�M1rdit� of offset in ieet -:- j--- 5= IPosted speed �-_ _~ M - -- -- - �- _.-,--�-.- � �' � __ _ . - - • —� - N�te: �uffer �o�e�will �� �� �feet (m�x�m�am�• �- - - �-�^L�G�N� � -- -• + ��,--- — , -� -: .. � . . . .. _ - ...._- �- -...-_ .. .__. _ - • - -- -. . .._T�...-.: .-_:. �. ..._:...��__ �. :,r�.s:,� � -_-- ._.:..-,. -_..::�___ , . .._ . � - ._... . . _ ' _... ._ ,_ _.. _ .... _:� � -" .Gha�sre�'¢ing�e�ces — �-• -•_�---•_- �^ --.�_,:_,�.'..��. : - , -� -- � -• -- . .. __.. _ .__� .-- .`*F-. . - _.--_--- -.�-^--•�- .. . •_••.._-•-'--',--' . . ... ._»_ ._ .. . —.�:s-=---:a:�c�1.`-i� .�- - - _ - � - . .. . -� - - •- -- •--- - --- -- . -- --._. ---� --- :'TJSI�B�iri0di1i6�?" � '. --_..� _ _ .-__._= :� -:`.... ... - .. . __ _ _ _ �... .._ . f - � I- :�„i,'"" - --- ' ' . . - - - -� -- - -------- --- - - - � - -- - -- - - - - -- - - .. ..":' �' - �„ . _�.., . . . , - •� , _ � ._ . ,_ .... .. �, ' ' ... 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' _"' �." _ _"__ "p�J _ ' " Gw��fr�i ' " %� aW � • _ ' �1 � � -}='"`. � � 41� "� - ' � ` � r `4�1 � � a � � • � � � � � - . . ♦ -- � �' - ., �� �� ' � LL . �E �� . tenns� C ��an.� • , Z � n+os' �'' X nws � . g� . � w ' :. _ .�.�...s (� i . a. .' • � '..� : • p� ? �'� . ' - "" Y � . � +� -. � _ . .. � � � �� � -� ' � . ._._... . 4 , b. 4 _� � -� -� .-. -� :�_- - :. -- ���_ � .. - . .. � � � _ _ �n � � j. _ . . --- . �.o. �_- . _ . - - � , �� � _ _�=_-_ ... v, :: .:.: - ._ ._. _.._ _ . _ _ __�.__ .._ _ : .--- : �: :..-. _ - � . �: _. � � .:-�- = .:�_� -..�" � . . -� �._�� �: __.._.. - . I �. . .__. , ., -.- - : _- . -,.....�. . . - .- - . - _ _ r ;. . � _�-- :� � _.: .s �.� ; .....�_-� . � . � . . � ^.-- -.� . � ' for TCP,. `I �certify�thi� pl�n wil6 �be used fo�:th� fol��wing location{s): - ' . ihis plan is itfed - _.__-L_. _.._.�---��..__..__��s:--- .- � . �. subm ..:_ . : � -L---- � -�--�- �---- ----�-- -- . . � . � � . . ..- - � -- _ ^ `. .:- ��::,-�..._ -_-'_� T�-- �_�.-. ; _. t-=- -�----�_._ '�;�_�=:::� - �._.--.=_ �.�:' � � back. -... _� _ � �-- � �, . � :� :y.:: M __�. ��and that_a11 charinel��iri.g_devices�wil� cvn�vrm.t� "Cenera� Naies`'_�� shown on �he . I � ----- -�--_ -.-�-- -�._.-=: - �'. _- --: -- � -_ =_� �'-_._ �.,.—.�__�. _--___ �-: �_�__�� _- �_ �---."-_---.�_ _ - . : u � �: .- .- : -_-_ - -: -_-_-__-__.�_._.s::�;:�_���':YtDate: =T_-==: -.._.:-�---+_-. :_- �-.._�_�.�r_=: --:-_.._-_-.._-: _ .... . _ �.._ .. Signature. .. . ._"" " .... __' _'_ _1.=�:s•' `r-ai..:a '-i� r� ,' _ . . - ' � ' ,_ ,. S _ - _ . . . ' —"�_" ... . . . _ _ . . � _ - - - �._ '_ ._�. �.-- • - � '.'���'-O �..�u __.._._..._. __"'�'-"_'r.s"_�,... --_� . '_'" _ """""_-'-��__. -- . _ _• . � "' —'._.. . _ _' . _ .�...-" _ " ' __ _' '._"'."" _'�"` '_'_•_�..,....__ _�- _` _"_ - -. . �^4:1 � �� :I.. �� ,. ' . . . . CI�Y OF.F�RT WORTH :�:-_ :. � _� y: �� �- ��F.�7LL�STRE�T CtUSURF�DETOUR ��� . ._-_ _ ! � • :TRAN5�4RTATlON ��: � �� � =_�;� � :-;:�.:�•� --- � --- : -. _�:� =-.. . . - .. _ - . __. _ - ' . .. ._..�-ANi�' .-.--. � �.., �....,..�..�ri.Fof.,�f,pi�ralNntesart ` 7 '_ _-_' �V�,�•'. .� -._--_._..--�- "��. — �. ---.:_. . - �-- . . �� , ! � i . .. - - ...._ . .. - ----. .. ._.- - --�--�-- "�����A�, �,�i��„ � � 1. All channelizi�g devices shali �e in accordance witt� the current edition of the� iexas Manual ,� on Uniform Tra�c Contro( Devices. � 2. AI� Traffic Contro� Devic�s shall ha�e worfcing r�sible waming iights as �equired in - accordance wiih the curre�t edition af iMiJi�p. � � , 3. For i�m�a�ary �itu�i�ons, wt�en it is r�at fe�sit�le te remove and restore �avement markirr�s, channeiizatiq� must be rna�� �1�mina�t by �si�g a very close deviee spacing. .i�is is especia9ly irripor�ant ir� lor,�tioris af e��fli�ting information, sueh as where traffic is directed over a dou�le ye�iow cent�rli��. 3n �uc� ia�atians,� channeli��ng device spacing� of 9 fl fee4 is requir�d. . 4. �o� l��nc� Y�rrn �ta4ia�ar�r work, �11 c�nflicti�g pavement mar�tings must be removed and centerline striping provideci wher� tuvo way fraffic is in adjacent �anes. � . �-_:��.::::. �, Contractar shal) pr�vide �id�wa�k elosur�, er�sswall� closure andlar waikway by�ass whereve� pedestnan movem�nts �r� affect�d by c��stru�ti�n aciivities. /�l sidewalks and c�osswalics shalt b� acces�ible wFien con�raGkor is nat working unl�ss otherwise approved by the City Yra�c �r�gir�eer. • 6. Ttie �se of traii�r moUnted ARR[��' �1�F�L�YS may be req�tired on al[ lane cl�sure�. �e .�a�tractor sttall provide or�e {1) stand-by �nit i� good working condition at the job site, ready for e�se, �f his operatio� req�aires �4h�Ur a day elos�re set ups and if required. 7. Cify �raffic �ngineer andlo� Inspectors m�y require a�id�tionai traffc controt devices. �� �--� TYPICAL TRAF�ISI i ��N ��N�THS AN� � �SUG��Si�� MAXIMUM SPA�ING O� ��1/1C�S Minimum pesirab�e Y�per S�ggested Maximum Device Suggested Sign � Q _ Lenc�ths (�) Feet Spacinq 5pacinq (�eet) P05tECI . '� O' 1 T '92' On a Taper On a Tangent Speed �armula' 1�ane Ea�� L�ne (�eet ��� MPii Offset Ofiset Offset � .•{����� . �imer�sion 30 1�4 �6� �80 30 60-75. ?ZO 35 �-- ��2 I 205 226 2�l5 35 . 70-9d 1B0 4 ' 4A � �65 -- — �9� - -- 324 � 40 -- - - BO-140 240 a5 .. 450 �495 �" 540 45 90-'i 10 � 32t} '! . -�� �=vv� 60q • 550 6�fl -_ 50 100-'i2� 4Q0 'l.= Ta r fen �h in feet � W-1Nd�h i oi� t ' f t S� F d . d - . . . . . . . . . - - , - pe g - � o se ir� ee - oste spee Note: Buffer zone wi1! be �5 4e�i (r�naxfm�m). .• ���E�� . � � � � �l�a�nel�xing devices . ��'railermounted arra�r disptay , - -. i- . ("'� Flagger 1� __ .. �---- Y---... .. ..._ . _ ..� _.8arricade ------ . '1 . . . _ _ - : t .. . - _.. - � � :� ,L �. � ����� �'�� ■ l I LA � `� '� 1 � � � �� � 1 Storm Water Pollutian Pr�vention Plan General No#es: 1, li is t�e intent ofi the information provided herein ta be used as the general guidelines of the Storm Water Pollution Prevention Plan far this project to establish a minimum basis of compliar�ca with F�deral Regulations. Tt�e contractor shall be solely responsible ta coordinate with the City af Fort Wo�th to file the inclusive NOI far Units 1, 2, & 3 af this prQject. The contractor shall prepar� the 5torm Water Pollution Prevention Plan and be solely responsible for its implementation. The Storm Water Polluiion Prevention Plan shall meet the requirements set forth in the Er��iranmenta� Protectian Agency (EPA) NPDES General Permits for Storm Water Discharges fram Construction Sites }aublisned in the September 9, 1992 Federal Register, the Manual "Storm Water Quality Best Management Practices for Construction Activities: pubiished by the North Gentral Texas Council of Governments and local rec{uirements. 2, The 5torm Water Pollutian Prevention Plan should acidress three goals: a. Diversion of upslope water around distur�ed areas of the site; b. Limit the exposure of disturbed areas �o the shartest duraiian passible; and c. Removal af sediment from Storm Water before it leaves the site. 3. The car�tractor shafl make the 5torm Water Pollution Prevention Plan avai�able, upon request, to EPA & local agencies. 4, Tt�e contractor rnust amend plans whenever there is a change in design, construction, op�ration, or maint�nance of the plan, or when the �xis#ing plan proves ineffective. Modifications, including design and all additional materials and work, shall be accamplished by the contractor at no additional expense to the owner. 5. Stabilization measures are to 6e inspected at a minimum af once every 7 days and within 24 hours after any sto�rn event greater than 0.5 inches. Repairs to 9nadequacies revealed by the inspection must be implemer�ted within 7 calendar days following the inspection. 6, An inspection �eport that summarizes inspection activities artd implementation �f the Storm Water Pollution Pre�ention Plan shall be retained and made part of the plan. 7. AI! corttractors and subcontractors identified in the plan must certify as to an understanding o� the NPD�S Geheral Permit before conciucting any acti�ity id�ntified in the Pollution Preveniion Plan. 8. The contractor shali adop# apprapriate c�nst�uctia� site management practices to prevent t�e discharge of oils, grease, paints, gasaEin�, and other pollutants to starm water. Apprapriate practiees can inciude: a. Designating areas for equipment maintenance and repair; b. Reg�far collectian of wastes; c. Conveniently located vvaste rece�4acles; and d. Designating and cantrolling equipmeni +�vashdouvn. 9, 'The contractor shall amend or modify fihis pl�n as required by constructian means, methads, and s�q�ence. `Vlodifications shall nat compromise the intent of the requirements of the la� and this plan. Niadifications shall not be basis fo� �dditio�a� cost to the Otruner. 94. Areas of constructian elsewi�ere on the jabsite shall canfarm to the same guidelines. 'i �, All future non-pavec� areas sh�ll kas hydromulched or seeded for erosion proiection immediatefy upon completion of fiinal grading. This i�►cludes a,ll di4ches and embankments. The contr�ctor shall maintain final grading and keep s�eded areas r�r�iered until fu[ly estabfished and �ccepted ��y Ouuner. �2. The coniracfor sh�ll consiruct a stabilized cor�sirucfiiorr exit a4 �11 tr�ffic exit paints priar 4a exiting onto any pa�ed roadvuay. 13. `The contractor sf�al) cons#ruc� a silt #ence at �ny and all points around �he �erime4er of and da�nrnstream firom ihe �ror� �rea. The purpase of ihe silfi fence shalf be 4o remo�e sedimeni fram s4orm w�te� '�efore 4he vuater lea�es t�e �uork 51��. 14. The cantrac4or shall designate m�ierial �nd equipment storage areas muivally agreed to by Ou�ner. The storage a�eas shall be graded for positive cfrainage and the surface stab�lized with a minimum af 2 inches of crushed rock ar g�avel. Reirtforced fil�er b�rrier shall be ins4alled a�fourrd the storage areas to prevent ar�y erosion firom leaving the site. � 5, Refer io the follo�n►i�g �CTCOG-Bf+AP-ID for �dditional minimum requirernen4s S-1'i Lime 5tabiii�atio� �iViP VI!-� Solid IiVas4e fl�la�agemen4 I�U-2 Ha��rdous ll�laste ll�a��gemeni liV-3 Concre4e 1N�st� Nlanagerne�4 16. The conirac4or will �eget�4e R.O.V�1. as requi�ed upon compleiio� of construction. �7. Cor�tractorwill m�in4ain ir�lets, siorm drain, and dawnsfiream cfrainagew�ys until vege4�4ion is fully established �� site. lrmnu�Eon� • tP4 fom+ �Sf G4 kdlm G knt�ne {NOiy Far Sior[r W�vr �IsAruq.� Asioclas�4 tit'kh Indwlr�al �txlweY To �a Ca�rrd Under 71�a NPDES Geekral P4a+�i MPBa La�rit Flb � t+o� O( IMitfl (kary RoreR F�.�J tr� et 40 CFR Put 722 P�+� P�int source dictnerqa� al smrm rvarr woci�.d r+i� i�Gua¢iel �ceti"�Y to � wa�r budy{;�j of � V.S. vee�wt s Hneontl pog.i�eesl Dkd�v9r E7imetiTeo^ Sy�ran (NPCESi �t Th� octi+�c�► ai 8+ krdussiad et�+rty Wnt In� sve3ti ��mem �nM �+�Wrpo- must wCnut �!�1 m oGeun mravap� undv @n 1�4'9E5 Sbrm Warev GsaKi+�l PWrnit M you hor� vuaaiora otiou� wdrth:r rnu rr�d . pim+t vnd. rra NPOEs sla.n w.u. p.oqrvrL �r a rau r�sa r,lo�,rti,oan a� b.�attriz e pardc�d� proprrm ia �amnaosr.d Oy EPA or a �a+w ap�nty. conmcs �a SYxrn i.'�i�* Fla�ina at (763] et-�8?-i TTnra I�c�Goso A+o! rrup �u�n+�t morne�++nQ esg (s.p.. d+o�oe Il w: Su��n ]�3 F3CiiA Tadlllfoa: prieravl' maN induatra�: Ignd diapo�n! uruvArsinr.rmn/BiFr, road 4ntr+w�sllaafies:: ad@aia +:-iR mal p1a iuricR; w�d. brrer/ rwfairtx.ra Liat, in d�r�nQ arWr a! ua+i!lCsr+s. up m inur 4-dipit ■Ior�dvd irtiuruW aw�afic.,aon (SiGJ pxlea tnt tr�t oe.cih� vn Rv�op�l proa,e:r a seviara piwdad tl Sa I�diljr Gf db i6�i�d In $sttfon li Of r1i6 �p�Jk1dOR Fa Intlurvr�i �cWido� 4n11r� In 40 CFR 17L25(b]Rsa}(Rixl) ttrit do r�at h�� SIC mdr. emt.�wn+� aaeaieo r,o vrv+dpcl vroaucs proo,oW ar .omcea prov�8ad, v,. tona.inq 2�daa�� mdaa w m b� uwd: wnsas� Ye Pqa 11C� Fasm N01a muit Lr w+t m�r bl�o�'M4 �ddr�ns: Stan++ W�t.rr Nolcv o� �+ts+a p0 9nx t215 Neuirptx+� VA 22t?2 Cariylee]np fha Fonn You mu�l typt ar yrint uainq upper-s��a kllcra. in t9+o �00�o9�+eu us.s only. A1wsa placv �rcf1 etiisrc�ml bn� tlq msrtcs /1bEraeula if n�cosaary to amr +�e4�n pio nv� ol chorsNra ��br:ed br sacr itim. Use ono s�ce Eor Lr�aks br,twasn wards. Dut r+oc 1nr �ur+csnaon isnrks unisu l�+y� ir� rw�4ed 0� dvily 7aur rssponea. If ypu nzvo eu,y quoa0orn on � lertn eeY If� Sbrm Waiar }foCino ai {7CS] e21-agZ3. �� { }r.�llty O�C»wr Inlcrrn.ztbn Giw � 1�1 ++arn� o! 9�o p6r�a�L ►wm P�� oe�anxeear� w vry o1P�ar rnnq Pw� op�v.� @q �diry or a;l� dastri�C in anu appiicanon. 7Fw nnrto oi � apwnnr may W rr�y Iol h� 64 tertw u@+a 1r�mo 01 Qq (naG1y. iTn roRporui�a' parS�r � C1r L-pal enery th�lcronaola � haiity'a oo�asarL �a0*u Ih. n W Plen! or din rrar,npr. Do na{ w�o a e»Ifo4uial narr�. Ene-.r u+� ewnpleia r.aaewa �rd W�prwno numo�. o! IPsa evwrmr, Enfr.r C+o �PPbD^ela knsr lo ind,nu :+v Isgel annea af t�e opersbr ol m� �cliry. f o F�dsA1 Y. Pubric {aeia ta�n ladad or smtey 5 0 5eto p a P�w�v Ssetloa d Pasille�reB�to loeatlon In�rm�lon Enw � hea7rty'a or sipp'� OtiSdv e► l�p-,J r�ma ar,d mmp�qo atoet r.�ldr�sR i*+dud"u�p oty, a�ea, ud aP rnoe. N B� �ScdiN or r�a �adu � sa�t edCn�es, irdca� II�o �oua. @,� Ipenib ond lonpimdo al IP+� �Ciiry fo IPw rf�waal 15 s�mrdti a id+o quMv, asc�oon. tic�enMiD. ard r�npa {a� O�r nero�t Oi+anar Kc�on} al ha r�pp�vximata zntar ol 8n �e�R y�p:�m:hegwp g�a htdlilr ia lora�d on Ind+�n lnrda. Bre�lon �l 5�to �ErfY� inlotre�nNan fi 5'r sm�m wsa� d�eetsvp�o m a fnir�ow� �eP�im unm� rsw� qatsan (k15+j, rxiur � ertrn� oT @ic op�mr al e+a RiSa jo.¢, rt++n�ap�nG[y e�amn. muny nama� and tha rr.c�mrq �aw ol ha diy3iarQa hom eia Ad54. {A IAS�6 ia MRrrd ta r cwt+1vyetx+ er Mrrrn of eonNerv�a (4+dudirq roada a0� tlr�inap� qa�vma� municpd strwd. cbtn b�ai�u aroa putmr� d�tehr� rt�an�maer Cu�vda. ar �brm dr�ir�a} tlwt is traP+�rd or oD�oW �' � atem. aty. so+on. borouqR. eounry. psrief�. �aaKt �aroQeaon, or a9� D�bl�e ba0y �an�ch i� dorynid w uesd lor ealE�ttnq or mriv�yrnp �mrtn �ratec.) N Bp �ly d�rirpaa imrm w� d�sL�y � rsxiMnp w�tQ�aj� waea' !M rmn� Of tl'n r�nriiq ti�atr.t. Ft �au .tri ifrr,p n. eo-aaamiaw and ■.mrn, �sr pir�srsl pr,m:c nume.r nes ba�n I�wd, rin�r 9+u numoa in �+a wnrx prwid� �C6� Y�ifiTTe7 Of 110[ 1i10 O'Q77�Y QI CCfet610i O� f�Ll �CillY 11u 417� qW11G�IVB daia rint � 4+0 ohnrzce�rieca rrd aonca�v�niwi a! yaDu�nta in wan aof� a���.w�..� . rdmaa raAiaerer 9+r fidYtr ic roqui�d b su}�vti " nnrrmrinp �� by �oainq aa ot G�o 1n�'r� 1 o IF� rr4�+ir�d Oo wb�r�il moritxinp dan; 2. Iir�ui+�d b CuMfit monRodnp datr: 9 o Fiot rsqu:.a b wikrit mmi�v+p �se: wbrT:mnp e�rtlka�on br mor:tcr+rq Gl�4Sion iiz e kla'Eerdou� wvau trntrrynt �mrepa, or airaor.N bdlipo�, iriclud„q Wae hsi �ro op�5np �r ir�im s�a or a pwrrst w+dir wh�isr t n1 F1CqA ��0 GFR 1?236 (Ej(14Hiv}J; �.�pll< I�r�d �fiaaon ut�, nnE apen dumpa tt+xl rsax�ve or i�vva rawNs� eny irdwtrnl sAsinR indud'Inp tliGM CLti 6ri wb}iR m wpukDon vnOaP subotl+ D ol qCFUI (10 C'R 12225 Ihl(14�{vj�; SE - s�.�am ��cv�c v�.r vm+.�.4�a kaE�o�.;r,d�a.+q roai n■rdurq .;na �ao CFFI ,za.�s �bx�+u��r. TW � 7reaer�Grs rr�nu �atlnp mmeanc aswepo or anr arwu a�.aps a�udpr w westawt« trsae'wnt tlf+ico ar �yafan, uaaE +n tho amnpo, v�avronl, rscypir�, ird rec4rrr�eon a1 rtt�nrppal or 4mxsx a�+wrqa (+4 GFR t2226 (e11141I�;)Y. o�• CQ � Ga+avt�caon acaviti�a ;�0 GFR �22.26 �bfSts]Ix14 tl prr hdliry L��r,d in Ssctian tl Aa� porcapatsd'in Part t o1 �n appror� �mrm y.�i� provp �pd,caaon ard a proup numt�r has Lwn �as+qrK4� �n[eP v+a proup applipport nvrt�ar in ta npeee Pro+rclad. M 7+sre �ra o7+ar NPDES psrrrits p.�ss++ty iswsC ior ,Fw tin6iy er �u fiaue sn Ssc�on If, G,�t ttso prmvt numb�a u ar� appGcemn lar m� faaliry 1ys bsan aubm�rtal but ro p�mvt numhx iva Eren uapned. sn�m P+p +Cdi�ion number. � N AddlFion�I �nEartnatlan Ar.quird lor Gofl�sruqbn Acstrft� Only Cmasvc]on �r'viEee must eahaats Sscxn N in a�dioon b Sec7ana f 4�rou�h II1. pnly wrvvncrion sctivicw rs� to w+rw�au 5ocoon N. Entaa B�a projset ��rt da�o vi4 9� aomued mmdpon dem !or tM onars wv.loprrw+t p�+. P�av�tla �n aCns,[a of �a �d[ rtumGar 4� acrvs o! C� s�u on rnid� sa3 win Ca �+talrb2d (tCurd 4 �e fruost GCrej. �nditata wA6Cti6r ¢�e amr�n r,A�Gt ypilv9on praran0on plan 1dr�a Lati3 �ri ComDurrfc� �eilh �pprav�d �dte endlor leca[ e:�dmanl ard moa+on prn�. pem�its, or imrm rrate¢ mnr�qartrn! pLva. - Ssttlon V Ca[111c,�lon Fsderal ��yta p�wida (vr errero pon�lxs lor wEm�tOnQ �Ise nlorrw�anon on C+a •oy+a�non lortn. FWrrrt rc.yulaLona requrs ¢iw �pdicaGon a D� sp++od � bW�n: Fa e rsryarnon: trr n rxporni6.'a coroor�ea ahSe�. wnie3+ m�rn: (� Drr.+dant esaa�ry. Oa�usur�r. a+ria�proddvra al Pn eorparenan rti cr+wqa af a pnreiod pus� tunetloti or e�ry oldr� parean nrho pa.�omu arrelv poliry or dGdswn mefunp Turcmrr7. Qr {�} � rvr�r ol ona or rton menu�Wn+g . wotlucaa�. ar op.�nnp hdiEaa fTrp:orrq mon �an 250 p�rsau or tx�nrq yrosa u+nual ia�e� w oscerW�n�res �sc�,duip S25 miE6on (in s�mnd�uutx 1980 ddla+i}, il au9+a�ty so �qn doeumana ha� bPGf7 lSLOnid a 11r'�'�{G� � W� Rrvl6qef in �GaOrydnOO 1u�lh mfpOrllto px6duroa� far a para� a s�o propria�orrl�: b�r a yn�ed paR+ir or �a qoprmmr, or fa a mrit�ad�R): �m, Frd�ai w o9�r.rpub6c l�cc�y: b� ri7tr.r a prircip`v �sou6�� oRica w roNonq �ccsd o�Scial Psp�atoNc 11e�uClYtfi RLt � Publ�e npa9nq burOw+ br 9�e sP4�Mon i� �atrtntsd m wa�pe C.5 houri per aop�oa�t :rE„0�q un,o br re�+;erinq in�trucfian� e�a,r,q mi.nrq tl�� r.9uro.a. w�^a �t mv��i�q e,ea� n..a�a. u,a aompl�ro nr,a ��sar�p en �o6�or� af inbnntlw� Su�d aor�rrurn r�ardng Sha berCaa+ra�m�u. �ury ovra a�o:ct al 7+a maaetion o! nipnr'ppeL pr �uqy�aLory for rtiprwirg gi■ Ir�L ircludrq vry wQQnlor� � r.� iia�ar.� or � ti'i� bunisvi p: C►��ol. inhrrtr�tcn PoGc7' B�end4 P+1-273. u.S Fsr.oner+w+ral Peo��oa AqFn�y. .a1 1! scsa� sw. WasF.rqor4 DG 20�SG, or �i�r.�, Ohlc� ol kdorer�non u�d R�p�lamry ANain. OttSea ai 16ar�q�rtvnt u�d Bud�p�� Wsr.�r+Qeor� DG ZC503. r ' C'zty of �'ort T�o�t�i, Texas Mayor� �nd Cour�ciC Commun�c��tio� DAT� REFEREiVC� N�JMBER LQG NAME � � �� ��a2 **Co� 935� I 30SDUTHSf DE i�,s�� 9 of 2 SUB,�ECT EXECUTE A CONTRACT WITH WILLIAM .l. SCHEJLTZ, INC. DIBIA �IR��E "�" ��fV�Ti�U��flDhl ��ME�AfVY IFOR THE CONSTRUCTION OF SOUTHSIDE I1 (S2-6} C4NTRACT NO. 3, WATER TRANSMISSION MAIN, PHASE fII REC�MMENDATION; It is rec�mmended that the City Council authorize the City Manager t� execute a contraci with William J. 5chultz, lnc. dlbfa Circfe "C" Construction Company, in the amaunt of $1,692,860.25 and 24D calendar days, for canstruction of ih� Sauthside i[ (S2-6) Contract No. 3, Water Transmiss�on Main, Phase Ill, DISCUSSION: On May 25, 1999 (M&C G17438), the City Council authorized the City Manager to execute an �ngineering Contract with Halff Associates, Inc. to prepare p[ans and specificatians for Sauthside EI (52-6} Water Transmission Main. Southside I! (52-6) WatEr Transmission Main project is ge�erally located souih af Berry 5treet, east of OEd Granbury Road, north a� i�-20, and w�sf of I-35. The co�struction of this praject will �rovide increased wafer capacity infa t�e Haspital District and southwest Fart Wort�. T�is project was divided inio three phases. Phase 1 and II of fhis praject have been awarded and are under construction. Phase III consists of approximately 5,000 feefi of 36�inch water main, 3,700 feet of 8-inch water main and 400 feet of 8-inch sanitary sew�r pipe. Phase III is primarily rauted alo�g GambreEl Avenue between L�abbacic S#reet and Cherokee Trail, The follow�ng strests impacted by t�e wa#er main installation will be reconstructed wEth asphalt upor� completion of the project: Street Cherokee Trail Boyce Street From Gambrel! A�enue Cherokee Trail Ta Boy�e Street Wa�ash 5freet BID ADVERTISEMENT � This project was advertised for bid on August 1 and 8, 2002, Qn September 5, 2002, the following bids were received: Bidder Canstruction Comqanv Oscar Renda Cantracting, Canatser Construction, ]nc Jackson Canstruction, Ltd. Wilfiam J. Schu�tz. Inc. dlbla Circle "C" Alternate "A" Goncrete Piqe and Pavement $1.692.860.25 I nc. $1,877,876.�0 . $1,942,484.05 No Bid Alt�rnate LLB" Concrete Pi�e ar�d Pavement Na Bid No Bid No Bid $2,229,155.75 MIWBE - William ,�. Schultz, lnc. dlhla Circle "C" Construction Company is in compliance with the City's M/VIIB� Ord�nance by cammitting to 27°fo MIVIIBE partieipation. The City's goal on this prnject is 27%. ' �'ity o�F'ort Wo�th, Texas Mayor �r�d Counci[ Corrlmur��cai�io� RAT� R�FERENCE NUMB�R LOG NAM� PAGE 11/19/02 **�d�9 93gg 30SOUTHSIDE I 2 ofi 2 SUBJECT EXECIJTE A CONTRACT ITH WILLIAM J. SCHULTZ, INC. DBIA CIRCLE "C" CONSTRUCTION COMPANY FOR THE CONSTRUCTION OF S4UTHSIDE I1 {S2-6) CONTRACT NO. 3, WATER TRANSM�SS�ON MAIN, PHASE 111 This project is located in COIJNC�L DISTRICTS 3 and 9, Mapsco 89M, 90J and K. In addifion to the cantract cost $84,643.0� {wat�r: $82,3D3.04, sewer: $2,340,OQ) is required for possible change orders, and $118,5n1.00 {water: $115,225.00, sewer: $3,2i6.QQ) is required for inspectionl survey. ' �ISCAL INFORMATIONICERTfFICATION: TE�e Finance Director c�rtifies that funds will be a�ailable in the current capita[ budgets, as appropriated, of the Water and Sewer Capiia[ Project Funds. MO:k Subm�tted for City Maa�ger's Of�ice by: Marc Ott Orlginating Department Head: Douglas Rademalcer Additional I�ifarm�ation Contact: Douglas Rademaker FUND {to) $476 � 6157 I (frdm) P1fi2 PS58 � b157 I ACCO�TIVT I CENTER I AMOUNT CITY SECRETt1RY I� APPRpVED 1I/19102 54�20Q 060162141060 $1,646,a64.75 � 541300 070580175320 $ 46,795.50 I � �