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Contract 28479
�snuor�� �4hkF'AQk uo�Rfircnt■ � ��� �f ,��.�-�I'1C 1��� � �- �fli�lcri�luil� (��` ����i f �i i'f l�A�� � , �or ��1�1�7 1�V L• L S�l� �L.�I1J.�1w7 1'�� — � ����DAw�� �'I"`�EE'T I3�iP�t�VEI�f�1�1'�'� �4f'A'T�R 8� SA�iI�`�R� S�"�V'�� �Y�`� ��P�.A,��M�I�T'�'S �.�I� D�AI�A�E �MPR�VEM�I�'�'� C��Ti R A�T �l`�. �, �LTI�1`�"�' T (FC)REST PA��� BLV�3. "�� 9T� A��.} �R�'C'�D� �1 - �AThI'E`AfkY SSWL�R LL�*IE R6PLA�G+MI3NT� �i�!'i�-'. FFkOJL�C"J' IV6.PS�G-QTfi�b0135��0 9f�CTE�1� H- W ATER �.ZN� FkEPLACEM�1tiIT� �VA�'�1� F*1;bJEC�` N'�. PW77��4477U15��B� ��� ���ii��'l�f:Y � �.O,�.N.,Si�� SSCTIDN � — DRA]i�A.�� �141�1��Y8M�t+1'�'S D.�.�,1Vo. 3��T �`�.� �. �I�� -,r, ,�,r - ��,� ,� - ��. -� � �� �ti�.r� �''� f? ��`� �,� L.�iY���U� I f�1Vrr7 4��� ,i ' . ' '' � � � I". ,� � � �''� ,' t i .�. �� �� ��� ���ai�r��'i� �.�►��t�r{ r�r►ra� c�.�r�� a�.�r►��so� c3�t� �i�t��v��t r�t�r�c �i, o'r7' .�ssrs�r,�r�T ��'�tt r�.��a.����t A, d�Li�,LAS RADLr?+1A1C�F1� Ix,Lr. DSRECTQR.I}BPARTbi6NT OF �tdC�1N�$R11�C D,+kL� A_ FIS.5ELE1�. P.S. DiREC'i'OR.4iATER DLrPART�L�i�1T C��#Oli{�L� A-Hf�ii!►#r�k�1E5H.P.E, ih]TER1M lllt�i3C`"t'�E4� b6PAItTM�AIry"' �F 'a'ikA�SPO�T.�T1QhI & PU6LIC 4Y0[�1:5 TRFRile� �y� S�CTiOP1 A- S1lI�IT1�lRY 51�41�E1� Lit*!G I��,PLAC�3S��I'1`� S$CTI�i�I C- DRAII�AC�$ 1hi3�i�OVF��l�TB SI3C�'30� li - �VA'l�`�� LC�1E L�BPL1l�B�tL�I�T� LOPE�G�4R�1.� �;�"_]�JF� fi�SO h5anh.�tmn HLvd, �;re307 FortW4r11�,Texqs 76a�4 �ar;ta��,aao �a��saaa-r�i3 F� fopex���tlugto up,[ dm � � �� +��. r .•'� .;�'S' i� � �*# ..# � �....l��1QY.M:.CA��IA" ' � #�.. ,• ����8 `�� �o •. �� �;''���� i��:�':a��..�� i fi'�•••.. �T� � .. x� *� �������� ������ 4!00 AMA�N CAfiTER BE V�_. 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I�ARi � - ��O��AI., ��a. �� o A�D TF�i� ��6��I�t3 ����ID AI�� �}1�' rr�� (rr�� ,��,. �r�cw���.l� ��r��� �� � ���° �� ��� ���� �� ��R��A� ���� n� s�N1TA�tY ��FA�� �1��1: � 7S0 CY TYF� `9" BACKFiLL +�,alyr poYass � and N� Car� pQr Cubtc yera �2. 1 QO LF 41Poch {CI�� 3ti) Du��� lron 9�n�l�r 8�a' �1�pe 1ar � 5arv+ce �tWs (1sf� Dep�i =Isj 4�J. no��n 8ts� Ce111s pef LIn68r FaOt 43 �h Re•ln�t�tfl Sewer 8�rvti� Taps(Pipa Ehlarycrne�tlj {P1Q�, SdFaOt 9) pol� and Cer�ts Q�t Lineer Foot Addei►ci�n�► I�o.1, P�ge ! L]CT-18-���2 �i3.06PM 7�1�7H17446�11� � 12�9 S g,DOD,CB s �cx� $ [ozoo�,- � •� ID)Q�CRR R�N[1A s jD, $ola � PAGE:�02 R=�S% ��T �$ �Q�2 3.47PM L�PEZGRRCIA GR��P - FT� 817446111� ��:. OGT�18-24�2 �Rj 02,11 �� TRRNSPORTATION P�a�L1C �K FAK N0, 8I7 �71 649F P� 03 �� LCCs' � 19�Od5.4A � � -- � � �. 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Adder►durr� rTa.l, Pa�e � - d C}CT-18-2002 �3:06PM TEL}8174461113 Ip)OSCAR RENaA PAC�:003 R=96% � OGT 18 2d�� 3:�7PM � LOP��GRRCI� GROUP - FT� � �. rlsl-SEFP Cs1,Wi drPa �IyROYIpE CAST-fM XAG�, P F'E -a � � • s• � � ' �' ' f 1' . � �, � S, �..�, � s•. 6. r�e�.o �aauaD ' P�PE AN1 k"RLLS ~ I ITY�d 2 9AR5 AfiGl1+lp � OP�NINGS fTYp,1 I �� ' 3� ` ' �' e �_'— 7_I a- I - � : � .� • ; . . Y' , � . • — 53 � fC � .� u- = u i _ � d- p•t f � � a ' • I � �'� �I � � , -p �3^C�w�rf. OPER�TOR p � .- � — _ � . 6l1TSICE xiLL5 LCC4TI Ott AF �5� 1 „�_,2' CLR. TTP. � j 15' OI A. SIR.H+ r� ,� o l►7510E IP/E.1.5 Iq p0iTp1E SLAl� ��LING i � / ? ' .' � � . ` . �� —� � ` I ! �o-ae ss•euT7E��r vave •' �urM4 C50Q SEE : ' � SPEGFICATIp1ts _ b • • � '/ fL11NGE Cd.piINC NS fi5. d i I , . 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U�IIi I� FfH�ES�' PARlC �9LVl�, iD BY�P AV�. 5�1�{f�R ��IDJ�O� f�9. P840�D7�iE01S344� 1NAY�A P�OJ�CT �'.'�. PVif77-�Od7�'�1696�� �.�.� Nd. 3140 �ECT1�N B � WATER Lll+i� ��'LA�NTS � I1QDEiVQUM NQ, I- pETAI L B. S�CTl�N A--A �A�CESS DOOR MODI Fi CATI ON) i.�F���I��1�C1/� �'aRL1L1� �rj����.J� EI�eaA�pn�als�o-aa pil�es4tlqG �J 11�i0o jl17i«a�1lufi� t�1�1m�1�me741� �1n41l�O�IYva Y'w�mpzpt�ystl�p[au ' — a•�K�o� E,�e ,„�a� �,�s - aa-E� i o� i 81a2 f wa� � i.GCRCfUP 19�005.00 �C7-1B-20�C �3:�17PM TEL78�.7��5111� TD70�CAR REI�DR PAG�:�05 R=95% GenePal CoeE:ao� Documen£o � �p6C1�1caE30qi IOF co:�s��uc�ior� ��.��rs Fo� �tosr���,� s��t��� ����t�v����v�s �ATE�t & �A1�TI A A�i� S���R I.I1�T� �iEPI.�CEIe+�EN�`S A1�TD DRAII�T.�G� �AZP�tOVEA�iE�i�S COI�T'I"�iAC'T �T�. �, iJ1�IT I (FOIZES`r P��t� Bi.VD. `TO 9'�� ���J SECTIUN A^ SANITARY SEWER LINE REPLACEMENT5 SEW'CR PROJ'�CT No. PS�S-8�0�601S344Q SEGTION B- WATLR LiNE REPLACEMENTS WATER PROdECT Na. PW77-06Q770158580 D.O.E. N.. S1•fD SECTIQN C - DRA.INAGE IMFROVEMENT3 D.O.E. Ne. 32�7 Fo�T�oR� �EN�TETH B141ZR MAYpR GARY W. JACRSON CI'1'Y M.�NAQER MARC A.OTT AS5I5TANT CiTY MANAGER A. DOU[�LAS RADEMA�ER. P.E. DiRECTOR, DEP,�RTMENT OF ENGINEERING DAL� A.FISSEI.ER,P.E. DiR�CTOR, WATELt DEPARTMENT ' G�ORGE A. BEHMANE5H, P.E. INTERIM BIRECTOR, DEPARTMENT OF TRAN5PORTATION & PUBLIC WORKS P.epa:ed B�: S�CTTON A- 5ANCTARY SEWLR LINE REPLACEM�NTS SECTIUN C- DRAINAGE IMPROVEMENTS SEGTION B- WATER LINE REPLACEMENTS L�P�ZGARClA C�1���IP 6850 Manhattan Blvd, Suite 300 FoR Worth, Texas 76i 20 (817J44S-1800 (8171446-1 i 13 Fax lapezgarciagroup.com ���� �..�,�.,rq� � +° � : •. � �� °�r. .#1� �. . .�fJDY. M..GARCIA....- � r........,.... , ..o i�+�;. 5120� .....•: �,a'� � �1SF�r S TER� G�2`; "' t ONAL �� �z���� � ���1 � �ULY �no� ��oo �aoN c,���� e�va., sw:� �o� �0��' WO��b� Y�XIAS i$1�� ����� � �c�, �F.,1'ft�t .��'�A . . �f",qs,t�� .o r� :'. .'•. � t � � :' '•. �+1 ...............+ r .................. � ROBERT A KOl3BA � I� ............................��� + .o'•. �5�65 ' � +� ��F•��CENS�;�•���'�`�'� �t`��°:�� ��7�.��6�� �►����li� �Vrf�� �o� ��� �o�� ������� R�� A�doti���� ����e�� �oc�����s �t will be the responsibility of all plan holders who are considering submitting a farmaf bid praposal to familiarize themsel�es with the above referenced additional documents regarding this project. ihese documents corttain specific instruc#fons and requirements that will impact construction aciivities. Copies of all axecuted �emparary Right-of-�ntry Agreements are a�ailable for examination a# the City of Fort Worth - Department of �ngineering - Suppart Services C�ivision, 1000 Throckmarion Street, Fort Worth, Y% T61 D2 (Linda Taylor, Plar�s Administrator). Prospective bidders shall be provided with copiss upon rec}uest. The �uccessful low bidder will be furnished with a copy of these executed documents upon award of contract. All other project rela#ed documents are contained within these General Contract Documents & Specifications (G.C.D.S,}. �11 �� , ,� l.� � ll E "'T � � 1 �/"9���� �� ��I�A 1 �IF��3 P�rr# A � ��� � a ��� C ��� �� �a�t C� �a� � ��r� �A F��r� E Notice to �idders Comprehensive Notice to Bidders Special Instruations to �idders — Water Dept. Minority/Wome� �usiness �nterprise Policy �id F roposal — Section A �id Proposaf � Section � �id Proposal � Section G �eneral Conditions — Water Dept. Supplementary Condi#ions to Part C�- General Conditions — Water Dept. Special Provisions — i1PW Special Conditions -- Water Dept. Rdditional Special Conditions � Water Dept, Material Specifications -- Water Dept. iechnica! Specification for Manhole Joint Sealing ` Certificate of Insurance Coniractor Compfiance with Worker's Compensation Law � Vendor Compiiance to State Law ; �quipment Schedule �xperience Record P�r�i F � Perfiormance Bond ; Payment �ond Maintenance �ond I '. I. u �� ,� � I� ,, � + _, ., I� ��r� P y Contract Standa:rd Figures & Details Appendix A- Pavement Coring iest Hole Resuits Appendix � � Easemer�t Documenis i � � (� PAAT A �- hl�T��E T� BIDDERS ��fh��I��F�El��tll� fV�TI�� 7� BIDD�R� ����I�1� I�i�'��ill��I��V� �'f� SNDl�ER� ('��4��l� D�PT.) ��a�� A iVO�'IC� T'O €�IDC���S 5�aled proposals for the following: FOR: Fiosedale Street Impr��vem�nts Water & Sanitary Sewer �ine ��placemenfis And �rainage Imprvd�m�n�s Contra�t Na. 2, UNI� I���f��ST PARIC �LV�. T�O gTH A�I�. � 1�Vlafer �rajec# F��. P1NT1�p6�770�535�0 Sewer �roject FJo. f�S4��0704fi0133440 IMat�r & S� �.8.�. fdo. 39 40 �rainag� �.�.�. N�. 3247 Addressed to Mr. Gary Jackson, City Manager af the City of Fart Worth, Texas, will be received at the Purchasing Office until 1:3D p.m., Oei�berr �4. �00� and then publ9cly opened and read aloud at 2:00 p.m. in the Council Chambers, Pfans, General Contract Documents and 5pecifications for this project may be obtained in the office of the D�partment of En ineering, Municipal �ffice Building, 1000 Throckmorton Street, Fort WQrth, Texas 78102. A fifty dollar (�50) deposit is required for the first set af documents and addiiiona! sets may b� pur�chased on a non-refundable basis for fifty dol�ars {$50) for each set. These dacumen#s eor�tain additional information �or prospectiv� bidders. The major vvork will cor�sist of the following: Sectio� A— 5anitary Sewer Line Replaeemen4s 3,19fi L.F 4"-12" SANITARY SEWER 10 EA SANiTARY SEWER MANHOLES Secti�n B d Watar �ine �eplacements 1,719 LF 6"-12" DI WATER PIPE 11 EA 6"-10" GATE VALVES 30 LF 30" PCCP WAT�R PIPE 1 EA 30" BUTTERFL.Y VALVE & VAULT 874 LF 36" PCCP WATER PIPE 13D LF 3B" PCCP WAT�R PIPE W154" STEEL CASING 3 EA 36" BUTTERFLY VALVES & VAULTS Section C � Drainage Impr�vements 36,654 CY TRENCH EXCAVAT]ON AND BACKFILL 1,316 LF PR�CAST, CAST-IN-PLAC� 10' X 6' AND 1�' X 8' REIN. CONC. BOX SECTIONS f �A RR BRIDGE REMOVAL Far additional information, please contact Mr. Fred Ehia, P.E., Project Manager, City of Fort Worth - Department of Engineering at 817/871-8424; Water and Sar�itary Sewer Improvement questions, Mr. Brent E. Lewis, Project Manager, LOPEZGARCIA GROUP at 817/446-180p. Advertising Dates: September �G, �00� �ciober 3, �00� A-NTB(1) �A�i`T 14 ��NQ�F:I�b1�R��1l�E RlB�I�� 'TO �IDDC�S Sealed proposafs far the following; FOR: Ro���ale Sfireet Imp�o��menf� V�a��r � 5aniia�ry Sew�r �in� �epfac�m�n4s And Drainage Imppo��men4s Cantraci I�o. Z, URlli I— F�RESi PAI��C B�V�. �'O 9T" AV�. Wafi�r Projec4 No. �W77�6a7701 �35�0 S�wer ��oj�e4 No. PS46-fl7Q4�09 33�40 illd�4�i 8a 5S �.�.E. f�D. 31�fl �painag� �.O.E. No, 32�i Addressed to Mr. Gary Jac�son, City Manager of the City af �orE Warth, Texas, will be received at the Purchasi�g Of�ce unfil 1:30 p.m., O�rob�r �4, �Op2 and then publicly vpened and read aloud a# 2:00 p.m. in the Cauncil Chambers. Plans, General Contract Documents and Specifications for this project may be obtained in the office of the Department af �ngineering, Allunicipal Office Buildi�g, 1000 Throckmorton Street, Fort Worfh, Texas 7fi102. One set of documents will be provided to prospeciive bidd�rs for a deposit af fifty dallars ($50). All bidders will be required to compl� with Pror►isian 5159a of "Veman's Anrtotated Givil Statutes" of the State of Yexas with respecf to the paym�nt of prevailing wage rates and Ciiy Ordinance no. 7400 (Fort Worth City Code Sections 13�A-221 thraugh � 3-A-29} prahibiting discriminafion in ths empfoyment practices. Bid security is required in accordance with �'aragraph 2 of the Special instrvctions to Bidders. The ma}or woric will consist of the foilowing: Seciian A� Sani�aryr Sewer Line Fiepla��men�s 433 LF 8" QI SANITARY SEWER 733 LF 8" H�PE SAMTARY SEWER °BY PIPE-ENLARGEM�NT METHOD" 3�7 L� 12" SANITR,RY S�W�R �43 L� 12" DI SANITARY SEWER 10 EA SANIT�RY SEWER MANHaLES Seciior� B � Wa��r Line �eplac�;m�n4s 77 LF 6" DI WATER PIPE 736 LF 8" D! WATER PIPE $8� L� 10" DI WATER P�PE �30 LF' 3Q" PGCP WATER PIPE ''�74 LF 36" PCCP WATER PIPE �"130 L.F 36" PCCP WATER PIPE W154" STEEL CASING "BY OTHER THAN OPEN CUT" 11 EA 6"-10" GATE VALV�S '"1 EA 30" BUTfERFl.Y VALVE & VAULT *3 EA 36" BUTT�RFLY VALVE & 1lAULT *S��fiion C — Drainage Improvemen4s 36,650 CY `�RENCH EXCAVATI�N AND BACKFILL i9i LF PRECAST REIN. CONC. BOX SELECTIONS (10' X 6'} 208 LF CAST-IN-PLAGE REIN. CONC. �OX SECTI�N (10' X 6') 298 �F CAST-IN-�LACE REIN. CONC. BOX SECTIflN (1D' X 8') 8 LF 36" REIN. CONC. PRPE 33 LF 21" RE�N. CONC. PIPE 2 EA 10-FT SD fNL.ETS 9 EA RAILROAD �RIDGE R�MOVAL A-CNTB (1) �i ���T � ��N9���Fi�N�l�1� Rl��I�� �8 �I�D�IZS '��onstruction S�quen�ing i�oie Tfi�e Contractor shafl be respansible for adhering to the follawing construction sequencing direction. The intent of this �articular sequence of eonstruction is to faciiitate consiructian of ihe future fire station (No. 8— l.acated South of Rosedale S#. between All Saints Ave. and 12th A�e.) to laegin in December of 2QD2 {Approx. 12-15- Q2). Prior to construetian of t�te future fire statian "By Others", the follawing storm drain ar�d water lin� replacements along with the railroac� bridge remaval, under this contract, must be comple#�d: 36" water line rep{acement (Sheets 15 & 15A) Starm drain impro�ements (5heets 16-35) The proposed 36" water line (See sheet 15 &'f�A) may not be connected to the exisfing 3D" water line (at Sta.'s �¢00 and 9+64.32} without prior appro��l from the City of Fort Wor#h Water Depar�ment. The Water Dep�rtment has estimated an appro�al date of 11-'I5-02. The proposed 10'x6' box storm �drain (See sheet 16) may not be completed until the existing 3Q" water line has been reiocated to its proposed location (See sh�et 15 & 15A). Remaval of the existing railroad bridge (5ee sheet 16) must also take place before cansiruction of the future fire station can begin. lt is the City of Fo�t Worth's directi�e that the contractor focus initial efForts on removal of the existing railro�d bridge, constructian of the 36" vva#er line per cont�act doc�ments (less end connections), and canstruction of the storm drain improvemenis per contract documents (less section beneat� the exist�ng 3�" water line). Upon appro�al #rom ihe City vf Fo�t Wor�f� Water Department, the contrac#orwill be allowed to shut down the existi�g 30� water line in arder to make the necessary e�d conneciions. 4nce the 30" water line has been successfully relacated to its praposed location, th� cnrrtractarwil{ t�e able to rema�e a pnr#ion of thE old 30" water {ine and complete construction af the storm drain improvements. Thaugh the cantractor shall initially �ocus on the completian of the above mentioned items, the cantractor is encauraged to move on to other portinns of the proi�ct shoukd a�pro�al from the Ctty of Fart Worth W�ter Department be delayed. No additiar�al canstruct�on tim� will be allowed 9f app�ovai to malce fhe 3D" water fine end connections is clelayed by the Ci#y of Fort Warth Water Department. Included in tfi�e abo�e will be all ather miscellaneous items of consiruction as outlin�d in the Plans, General Contract Documents and Specifications. Yhe City reserrr�s the r�ght to re�ect any andlor alE bids and waive any andlor all formalities. AWAR� �F CONTRACT: Na bici may be withdrarrvn un#il the expiration of ninet�r (90) days from the date bids are opened. The award of contract, if made, will be wiiF�in ninety (90j days after fhe oper�ing af bids, bu# in no case wil{ the award be made until all the necessary investigations are made as to the respansibiliiy af the bidderto whom it is propased ta awarcf the Contract. Bidders are r�sponsible far obtaining all addenda to the cantract documents and acknowledging receipt of the addenc4a by initialing the appropriate spaces on the PROPOSAL form(s). Bids tha# do nat acknowledge receipt of ali addenda may be rejected as being no�-responsive. lnformation regarding ihe status of addenda may be obtair�ed be contacting the Department o# Engineering at {�17} 871-7910. �id�e�s shall na� �eparate, defach or remo�� �ny porfiion, s�gmenfi or sh�e�s �rom #he �ontracfi doc�menfi afi any fime. �idders mtrsi compiete 4he proposal sec�ion(s) and subm9t fihe compl�fie speci�ication book o� �ace rejec�ion o� the bid as nonor�spon�i�e. A-CNTB (2} PART A G�l4d��RLHEIV�IV� hiBiICE i0 �I��G�S :� .., su��issiaN o� �i� ��� �wa�o o� �:on���c� Tf�is docume�t is designed as a single construction contrac#. The proposa! has been separated into three sections, Section A— Sanitary 5ewer Line Repiar.ements, Sectian B— Water Line Replacements and Section C— Drainage Impro�ements. Award of cantracf, if made, shali be fo the responsive bidder for ►4LL sections. Th� prospecti�e bidder is must submit their bid for the �'bR�E sections and complete #1�e Bid Summary on Page B-12. In accor�dance with fihe Ci� af I�o�t Wa�h Orciinanae �!a 'i347� and, as am�nded by, Or�dinance No. �i 37�1, fihe Ci�y of For# Wo�h has goals fo� the par�icipa�ion of minor� busine�s �nfi�rpris�� and wom�n busines� en4��p�ises in Ci4y con�racfi�. � capy o# the 8�dinance can �� obiained g�om the o�ic� af th� Ci4y �e�re#�r�. fn o�d�r fo� a bid tio be �onsidared respon�i�e, fih� d��I�AVIT S��a7'EM�N� includ�t� wi4hin these bid document� mus4 be comple4ed and ���mitted wii;h the bid. �a�lure to suHmit fihe cor�nplefed A�FIDA1/1� STATE��Ni shall rentlerr ihe bid nona�es�aonside. In addi4ion, the �iidde� shall submi4 �he M��flN�� UiILI�iIOIV �BRIVo, �RIiiAE �OA���CTOR W�IV�R FORNfl andlor �he GOOD �AliH ��'��RT F0��14 ["�ocumen4a�ion") as app�opriafie. Yhe �oeumen�a4ion rriu�4 ��eceived no iafier than 5:Q0 p.m., �ve (5j Ci�y business days afFeYthe bid openin� date. The �'tdder shall ob4ain � r�c�ipt ��om the app�op�ia�e employee of fihe coniractin� depa�kmenfi ta wham cfel�ver� wss ma�1e. Such ��ipt shall be evidence thafi the �oaumentation was roece���d by the Ci4y. The managing d�partment far this project is tF�e Department of Engineering. �or adciitional informaiinn, please cnntaet Mr. �red Ehia, P.E., Projec# Manager, City of Fort Workh - Depa�tment of Engineering at 8171871-8424; Water and Sanifary Sewer Improvement questions, Mr. 6rent E. Lewis, Project Manager, LOPEZGARCIA GROUP at 8171446-180D. GARY JACKSON CITY MANAGER ,� ;�'� • By: 1� � � ""`�`.�/� Rick Trice, P.E., Manager, Department of Engineering, Consuftant Services Di�isian GL�RIA PEARSON CITY SECRETARY Ad�ertising Dates: Septembe� 26, �80� Octobe� 3, 2d0� A-CNTB (3) ,� ���� � S��CI�� INS��UCiI��fS TO �1DDE�� ����� �����T��wT ��������) �. ����UA61�[C�iION R�Q�II����N�'S: All contractors submitting bids are requirec� to be pre-qualified by the Fort Wor�h Water Departmen# prior to submitting bids. This pre- qualification proCess will establish a bid limifi based on a technical e�aluation and financial analysis of the contractor. lt is the bidder's responsibility to su�mit the following documentation: a current financial statement, an acceptable axperience recnrd, an acceptable equipment sched�ale and any other documents the nepartment may deem necassary, to the Director of the Waier Dapar�ment at least se�en (7) calendar days priar to the date of th� opening af bids. (1) ihe financial statement required shall have been prepared by an independent certified public accauntant or an independent �ublic accountant hoEding a valid permit issued by an appropriate state licensing agency, and shall have been so prepared as to reflect the currentfinancial status of the submitting company. This s#atement must be current and not more than ane (1 } year old. In the case that a bidding date falls within the tima a new statement is being prepared, the previou�s statement shall be �pdated by proper verification. (2) �or an experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seeking qualification in wc�r� of both the same nature and technical level as tl�at of the project for which bids are to be received. (3} The Director af the Water Department shall be the sole judge as to the acceptabili�y far financial qualification to bid on any Fort Worth Water �epartment project. {4) Bids received in excess af the bid limit shall be considered non-responsive and will be re}ected as such. (5) The City, in its sole discretEcan, may reject any bid for failure to demonstrate ex�erience andlor expertise. (6) Any proposals submitted by a non pre-qualified bidder shall be retumed unopened, and if inadvertently opened, shall not �e considered. (7) The City will attemp# to notify prospective bidders whose qualifications �fiinancial ar experience) ar� not de�med to be appropriat� to the nature andlor magnitude af the project on which bids are ta be received. Failure to noti#y shafl nat be a waiver of any necessary pre-qualificatior�. �. �ID SECURIiY: A cashier`s check, or an acceptabie bidder's bond, payable to the City af Fart Warth in an amount of not less than fi�e percent (5%} of the largest pc�ssible tatal af the bid submitted must accompany the bid, and is subject to forfeiture in the event the successful bidder fails to execute the Contract Documents within ien (� 0) days after the contract has bee� awarded. To be an acceptable surety on the band, (1 j the name of the surety shall be included on the current U.S. ireasury, or (2) the surety must have capital and surplus equal to ten times the limit of the bond. The surety must b� lic�nsed to da business in the State of `�exas. The amount of the bond shall not exceed the amount shown on the Treasury list or one-tenth (1110) the total capital and surplus. A-SITB(1) ���� � ����I�►� If��i��1��I�R�� i� �l���R� �w���� �����r��n�� �r�o�a����� 3. ��N9S: A Performance band, a payment band, and a maintenance bond each for one hundred percent (1(f0%} of the cantract price will be required, Reference C3-3.i. 4. 1N�CE �iE�: Nat less #han the prevailing wage rates established hy the Cify of Fort Worth, '�exas, ar�d as set forth in the Contract Documents mus� be paid on this project, a. AR�1�1GUlilf: In the case of ambiguity or lack of clearness in stating prices in the Propasal, the City reserves the right to adopt the most ad�antageous construct9on thereof to the City or to reject the Proposal. 6. �1D��� �I��IV��: Bidder must be a iicensed Contractor �n the State of �'exas. �. R���JpEl�i f�I���R�: Pursuant to Article 6fl1 g, Texas Revise� Civil Statutes, the City of Fart Worth will nat award this cantract to a nonresident bidder unless the nonresi�de�t's bid is lower than the lowest bid submitted by a responsible Texas resident bi�der by the same amount that a Yexas resident bidder wovld be required to underbid a nonresident bidder to obtain a comparable contract in the state in whicfi the nonresident's principal piace of business is located. "Nonresident bidder" means a bidder whase principal place af business is not in the 5tate af Texas, but exc[udes a contractor whose ultimate parent company or majority owner has its principal place af business in the State of Texas. This pravision does not apply if this contract involves federal funds. `�he appropriate bianks of the Praposal must be filled aut by all nonresident bidders in o�der for the bid to meet specifications. Tha failure of a nonresid�nt contractor to do so will automatically disqualify tha# bidder. 8. �AY�!➢�N�': If the contract amount is $2�,000 or less, #he contract amount shall be paid within forty-fi�e (45} calendar days afte� completion and acceptance by the OWNER. 9. A�I�: In accordance with #h� policy {"F�olicy") of the �xecutive Branch of the �edaral Go�ernment, Contractor eovenants that neither it nor any of its officers, members, agents, employees, program participants or subcontractors, whife engaged in performing this contract, shafl, in connectivn wiih the employment, advancement ar discharga of employees or in car�nection with the terms, conditions or privileges of their emplayment, diseriminate against persor�s because of their age except on the basis of a bona fide occupational quafifi�atian, re#irement plan or statutory requirement. Contractar further co�enants tha# neither it nor its officers, members, agents, employees, subcontractors, pragram par#icipants, or persons act�ng an their behalf, shall specify, in solicitations or ad�ertisements for employees to work oR this contract, a maximum age limit for such employment unless the specified maximum age limit is based upon a bana fide occupationa[ qua[ification, retirement plan or statutary requirement. A-S1T8(2) , �� ���� � ���CIA� �NS�'RUCTION� i� �I���F�� (lAl�i�� D1����iIUVEidY ���J����) Cantracior warrants it wirl fully comply with the �alicy and will defend, indemni�y and hold City narmless against any claims or allegations assertgd by third party or subcontractor ar�d/or its subcontractors' alleged failure to comply with the above referenced Policy concerning age �iscrimination in the pertormance of this agreement. '90. DISA�f�IiY: In accordanca with the pro�isions of the Americans With Disabilities Act of 1990 ("ADA"), Cantractor warrants that it, any and all of its subcontractors will not unlawfulky discrimina#e on the basis of disability in the pra�ision of services to the general public, nar in the availability, terms and/or conditians of employment for applican#s for employment with, or emp�oyees of, Cflntractor or any of its subcontractors. Contractar warrants it will #ully c�mply with ADA's provisions and any ot�er ap�lfcable federal, state and local laws concerning disability and will de�end, indemnify and hold City harmless agains# any claims ar allegataons asserted by third parties ar subcontractors against City arising out af Gantractor's andlor its subcontractor's alleged failure to compiy with the above-referenced Policy conceming disability discrimination in the pertormance of this agreement. i 9. N�INORIiY A�d'4d��M��d �U�IId�SS I�N��R�RI���: In accordance with the City of Fort Worth, TX, Ordinance No.13471, and, as arrzertded by, Ordinanee No.13781, the City of �ort Worth t�as goals far the participation o# minority business enterprises and women business enterprises in City contracts. A copy af the Ordinance can be obtained from the �ffice of the City 5ecretary. In arder for a bid to be considered respor�si�e the bidder shall submit the AANVB� UT[LI�ATION F�RM, PRIh�� CONTRACT�R WA�VER FORM, and/or the GOOD F'AITH �FFORT FORM ("Documentation"}, as appropriate. The Documenta#ion must be recei�ed no later than 5:Oa p.m., Fi�e (�) Ciiy business days after the bid opening date. The bidder shall obtain a receipt fram #he appropria#e employee of the managing department to whom delivery rrvas made. Such receipt si�all be evidence that the documentation was received by the City. Failure to comply shall render the bid non-res�onsive. Upan request, Contractor agrees to p�ovide the Owner complete and accurate information regarding actual woric perfnrmed by a Minority Business Enterprise (M8E) andlor a Women Business Enterprise (WB�} on the contract and payment therefore. Con#ractorfurther agraes to permit an audit andlor examination of any books, records ar files in its possession that wi�l substantiate the actual work performed by an M�� ancilor WBE. The misrepresentati�n af facis (other than a negligent misrepresentation) andfor the commission of fraud by the Contractor will be grounds #or term9nation of the cantract andlar initiating action under appropriate federal, sta#e or lacal laws or ordinances relating to false statements. �ur�her, any such misrepresentation (other than a negligent misr�pres�ntatfon) and/or comm9ssion of fraud wili resuft in the Contractor being determined to be irresponsible and barred from participating in City work far a period of time of not less than three (3) years. Revised 913U/99 A-SITg(3) CITY QF FORT W�RTH HIGHWAY CONSTRUCTION PREVAILING WAGE RATE FOR 2000 CLASSIFICATION Aspha[t Raker Rsphalt Shoveler �atct�ing Plant Weigher Carpenter (Raugh} Concrete Finisher-Paving Co�crete Finisher Helper (�aving) Concrete Finisher-Struclures �iagger �brm Builder-5tn�ctures �orm 5etter-�aving & Curhs �orm Sefter-5tructures Laborer-Common , Laborer-UtiEity Mect�anic Servicer Pip� Layer �ipe Layer Helper Asphalt Distributo� Operatar Asphalt Paving Mac�ine Operator Concrete Paving Saw Crane, Clamshell, �ackhoe, Derrick, Dragline, Sho�el {< 1 112 CY} Crane, Clamshell, �ackhoe, Derrick, Dragline, Shavel {� 1 112 CY) �ront End Laader (2 �12 CY & less} Front �nd Loader (over 2 1/2 CY} Mill9ng Machine Operatar Mixer � Motor Grader Operator (�ine Grade) . Mo#or Grader Operator Pavement Marking Machine Rolier, Steel Wheel Piant Mix F�avemertts Roller, Steel Wheel Other Flatwhe�l or iamping Roiler, Pneumatic, SeEf-Propelled Scraper �raveling Mixer Reinforcing Steel Setter {Paving} Yruck Driver-5ingle Axle (Light) Truck Driver-l"andem Axle Semi-Yrailer Truck Dri�er-Lawboy/Float iruck Driver-iransit Mix Truck Driver-Winch HOURLY RATE $10.3� $9.i5 $9.85 �9 3.64 510.16 ��.�a $13.�4 ��.00 � 13.4� 510.25 59.75 �7.84 ��.64 �� 3.�5 $10.13 $7.35 $6.7a $11.45 $� 1.09 $� 0.53 $10.00 �� 1.5� $9.9.4 $9.32 $8.00 �11.00 $'12.31 $13.�'� �u11.Qa $9.�� $1�.12 $8.02 $1 Q.QO 59.75 ss.ao �1 D.22 �10.54 �10.63 $9.$0 P�QRT � -� M�N�RITYlWON1EN BU�lf�E�S EhiTERPRI�E POL,I�Y �I� PR�P���4L - �E�7'E�N �1 �1D PR�P��AL - SE�'�k��l � B�D P#iOP4�AL - �E�TE�f� � City e� ��rf'lf��r�h Minority and !�l�men ��siness �nt�rpr�se Spe�ii�eation� i9f Rnsedale Street Improvements - Water & Sanitary Sewer Ll�e Replaaements and aralnage I�nprovernents Contract No. 2, 11NfT I-- Forest Park B1vd. tc 9'" Ava. Saction A- Sanitary Sewer �Ine Replacements, Sewer Project No. P545-070460133440 Section B- Water Line Replacements, Water Project No. PW77-06p770153580 �.O.E. Nv. 314D Sectiort C - Drainage Impravements D.Q.E. No. 3247 S��CiA� IfVS�RI�Ci[OI�S FOR �1����5 APPLI�A�ION O� POLICY �if the tc�tal dollar �alue of tha contract is $25,000 or. rnare, the M/W�� goal is applic�ble. Rf the tatal dnilar� �alue of the contract is less than $2,5,�00, the iNIW�� qoal is nat applicalole. _ �B�ICY SiAi�M�fd� � 1t is the poiicy of the City of Fort Worth ta snsure the full and equitable participation by Minority/Women Business Enterprises (NVWBE) in tfi�e procurement of a11 goods and services to the City an a contractual basis. The ot�jective of khe Policy is to ir�c�ease the use of M/WBE firms to a le�el comparable to the availabiliry of MNVBEs that provide goods and ser�ices directly o� indirectly to the City. All requirements and regulatians statec! in the City's current Minority and Women Business Enterprise Ordinance apply to this bid. IViIlNB� PROJ�Ci CO��S The City's MBFJWB� goal on this �roject is 24% of the base bid vaiue of the contract. COi4���1ANCF i0 �ID SP�CI�IC►4`�IaNS On City contracts of $25,OD4 or more, bidders are required to comply with the intent of the City's M/VJB� Ordinance by sither of the following: 1. Meet ar exceed the above stated MIWB� goai, or; 2. Good �aith gffort documentation, or; 3. Waiver documentation. SUBMITT�.L 8� R��UIRED DOCUf4��N�A�iOiV The applicable documents must be recei�ed by the Managing Department, within the foflowing times allocated, in order for the entirE bid to be cansidered responsive to the specifcations. 1. MlW�E Utilization Form, if gaal is rnet or exceeded: 2. Good Faith Effor� Form & M1WBE Utilization Form, if participation is less than stated goal: 3. Good �aith Effort Form, if na participation: 4. Prime Cantractor Wa�ver From receirred hy 5:a0 p.rn., €i�e (5) City business days after the bid opening da#e, exctusiv� of #he loid opening date. received by 5:OQ p.m., fi�e {5} City business days atter the bid apening date, exclusi�e of th� bid opening date. received by 5:00 p.m., firre (5) City business days after the bid opening date, exclusive of the bid apening date. recei�ed by 5:D4 p.m., five (5} City business days after the bid apening date, exclusive of the bic4 opening date. FAILURE TD COMPLY W17kf �FI� C17Y'S iWWB� DRDtNANCE, WILL R�SU��' 1N YH� �I� ��ING CONSIDER�� NON-�i�SPONSIV� TO 54�ECIFICATIONS. � ANY aUE5Tl0lJ5, PtEA5E CONTACT 7HE M1WB£ OFF[CE AT (817) 871-6104 Rev. 6/19100 u . ' �If]/ �� �af"� �OY��'1 fl�ir��pity and IdUom�n �u�in�ss �n��rpris� Sp��ific€�tiqn� _ M��1l�B� U�'I�I�AiIOfV . � � � � i �! � / � i� �`! �SU�- P�o�o� �r�c���►� � �, �. PRIM� COMPANY 13AME '�osedale 5treet Imorvvements - Water & 5anitary Sewer Llne �3eqlscements and Drainaae Improvements. Contract 2, UNIT I- •�•orest Park B1�d. ta 9'" A�e. Seotian A- 5anitary Sewer Ltne Replaeements : �ectian B - Water Lina Renlacements �, �aection C - Dralnaae Impro�ements . l.'ROJEGT NAME ' �C1TY'S M/WBE PROJECT �OAI.: 24 yo AiT'RCHMI�Ni 1A Page 1 of 2 6 r � T/ '� � �' I 1 �� �! L. V BlD OAT� � Sewer PraEect I�o. PS46-07D460133440 Water Pro�ect No. PW77-06fl770i53580, D.17.�. No. 3140 D.Q.E. No. 3247 PROJ�CT NUMBER � I MIWBE PERCENTAGE ACHIEVEI7; �,�r� � ��ailur� to complete this form, in its entirety with supporting docume�tation,.and r�ceived by the FVianaging �epartme�t (�n ar 6efnre �:00 p.m. five (5) City business days after bid openir�g, exclus��e of bid opening date, will result in the t�id ��being considered non-rss�snnsi�e to bid specificatians. � � � T'he undersigned bidder agrees to enter into a formal agreement wit� the N1B� and/ar W�� iirEns for wark listed in thEs j � fschedule, conditioned upon execution of a contract with the �ity af i�prt WQrth, ihe inientional anc�lor Rmowing' �misrepresentation of facts is gro�nds for consideration of ciisqualification ancf will r�sult in the bid b�ing considered � r�on-r�sponsive #o s�ecifications. � Company Name, Contaci Name, ' Address, and Telsphone No. Certified � o0 z I � �' r � +r I Specify All Cantracting Scope of Work (') 5p�cify Ali ltems ta he Supplied(•) � : d� �n � Dollar Amount � C �� �Z'N{ i I� J� @ �Q�/r��36/i ; l� o� A/ /�?� iiA � //7�//5�ii�+/. �k 75"DO:G � �� 7�9r.�a���7� �► � �� � ��� � Sou �'�h.o�+n��snn � /3 5'0 (ilma n %� �cQ � .C✓.�Sve�� �a/f , ,7�lc %�v dtsA I �f7•4�.3 ��`�03 I x � � I_ I l I ,/�!1 ��I.uA �,�.�r�l ` V � i � ���6��.� �� wrr?, c�+a.c�'� �r. I I �i° � 9 % ��� . '�° I � t���o � �� MlWB� must ae located ln the 9(nEne] county marketplace or currer�tly doing dusiness In the marketplace at the time of bld. � () 5pedfy all areas In which MIWBE [s to be util[zed anrf/ar items to be supplled: - -- — � (•) A cornplete lfstfng nf items to be suppiEed is required in order to recef�s credit toward the MIWBE goal. ��("") Identify each Tier Ie�eL Tier: Means the le�el of su�contract€ng hefow the prime cantractvr/consuftaat, {.e., direct payment by the prime contraetor to a aubcontractor is considered i¢ tler, a payrnent by a subcontractor to a supplier Es cons�dared 2"d tier. THIS FOFiM MUSi BE RECEIV�D BY TH� MANAGING D�PARTMENT BY 5:Da p.m., FIV� (5j GI7Y BUSINESS DAYS AFTER BID OFENING, �XC�.USfVE OF'�H� BI� OPENIIVG DATE Rev. 8I2J98 Pages 1 and 2 oi Attachment 1A must be received by the F�qlanaging Department �TTACi�M�NT 1A Page � of 2 � : ,._ �'7 v �� C -CoV7i�7any`Plaf�ie; Centac# Narne, GertlFled �- ,�`,�iprii�All �o�teacting ���eci(r►RI1' . `,*`�"5'�i �:���;i� �.���jnllar� �►rno�rr�t ���� � . :./E►t,l����s, �E;� T�to�bnn� R��. y �4crt�e �f 4+YC: k �') � �upplied(�j �:� I � �a .. i - r�, .� "4 f;�l � � o � �. , , r_ , � � -x � � � � �' i z �� i �` �d[�h�Un �� �c �n�l /� Q+�rl�t!/... .- - - �.....� i-t��h ,�Y'�L�' � f�od t W eR�s�-�, ��- �(v �v 5� ��7 � ���� 9��?� - %L (,�G�l /�I G ��f �afJ��� � � � . ,��11� .. /!�! 6� � , �-tG00� 7l /l�l ��7-7ldA�7�a� � ���� ��1� : .,_ ! � "��.__..� oW�� . . R �� ���- ��� �� .� 7� � . ,, �X � � ' -� � S�'�-,� 5�? -- d' � -� — -- - � Gu � � `�'t�i,�'�Fi c C�r�-2o (� �f�-1 CA`f� �S r ����.o� Sf���� .�' �� 00� . �G �p, o00 • �� D� w� ,�, s,�.r� � �� o � loviooa.o� ��'he bidder further agre�s #o pro�ide, directly to the City upon request, complete and accurate information regarding ��ctual work pertormed by all subcontractors, incl�ding iUl��(s) ar�cflo� W��(s) arrangements submitted with this bici. `�he bidder atso agrees ta ailow an audit andlor examination of any boaF�s, records and files held by their company that wilf substantiate #he actual work performed by the iVl��(s) and/or W��(s) on this contract, by an authoriaed officer or � f.mployee of the City. Any intentional ar�dlor knor�virrg m➢srepresentation of facts will be grounds for terminating the ,„ont�act or c9eharrment fpom City war� far a period of nat less than three (3) y�ars and fior initiating action und�r �ederal, 5tate or Local laws concerning false stat�ments. �►ny fai[ure to camply with this ordinance and creates a material ��reach of contrac# may result in a deterrnination of an irrespansible offeror an� barred from participatirig in City work ; for a periad of time not less than one {1) year. ALl� M��'s and W��'s MIfST' �� CE�T'f�l�� �Y �H� CITY ���QR� CONi€�dCT dWA�� ��� ,�/ � ./� Authari�ec[ 5ignature �: �"�"� -• Title �.7�,r" f"' �4�- � d�'�'�l N � l'Company Name tl '�JZ7. .1'�e�n5an ; ress ,�or,u�+� �t � � CitylStat�l�ip Gade L�.� � ����3 �-- � Printed 5ignature �rr�v � � j�d7� �.1 �LLEZ -- /�.� � �ra,r��r�� I�O� Cnrttact Name and iitle (if different) ��r �! �� ��0 � f elephone IVumber (s� ��7- �qt — I �,�7 Fax Wu ber �1 fi�B� ��z'r�d�' - �� �a e THI3 FORM MUST SE REG�IV�D BY TNE MANAGlI�G Q�PAR7MENi BY 5:D0 p.m., �IV� (5) CI�Y BUSIN�SS DAYS A�T'�R B3D OP�NING, EXC�U51V� OF iHE BIA OP�NIiVG DA�E I�ev. 612148 Pages 1 arid 2 of Attachment 1A nnust be recei�ed by the AIlanaging Department PART � P�IOP��AL T�; A+1r. ��ry �la�k�an �i�y M�r�a��r Fort 1Nart�t, T�x�� F�Fk: �iased��e �tre�t Imprauerr��nts Water & �anitary ��vuer Line Re�la��m��t� �n� Dra}n�g� I�rrprov�ments �ontr��t �o. �, UNiT I— Farest Park Blvd. to �'�' Av�, ���tio�n � — ��ni�ary ��wer Lir�e R�placerrrents ��wer Rroj��t No. �a46r�7��35013�440 S�ction B— Water l,ir�e Re�alac�m�r�ts V11at�r Praj�c� �o. PW�'7-46�77�1 �3�80 D.�.�. No. �140 �e�#ian � — Draina�e Irnprovernents D.�.f. Na. ��47 P�rsuar�t to the �oregoi�g "f��7i�� i`� �I�DER�", the tiind�rs�gned ha� t�roroug�iy exatnir�e� t�e p�ans, specilicatiorrs �r�c� cor�tract d�c�me�ts ��d ti�e si#e, underts�ands t�t� �rt�oun� �'f w�rk to f�e dane ant! hereby �ro�as�s to do all #�� w�rk, fur�ish a�l t�r� Jab�r, �quipmer�t and rnateri�ls to f�,lEy c�►rr�p��te aR� the war� as �ravic�e�i i� ti�e �Kans� specifi�ati��� ar�d cantract �a�urx�rer�#s and sut�jo�t to tf�� in�pac#ion �nc� a��ro��l �f the Dir�ctar, D�parlm�n# of �nglr�e�ri�g �f the �ity ot �ort Wart�, Upar� a�ce�tar�ce of #hi� �ro�osal b� t�e Cl�y �our�cil, tY�e �i�#der i� bo�rrd �o ex���te a ��ntract ar�d iurnish � Performance �ond, a Mairr�er�ance Bont3 and a Pa�ment $�rtd, appr�t�ed by ti�e �i�y of ��rt 1Nor#h, for p��#orfning and corr�pletir�� said c���tru�t��� w�r�c withir� t}�e tirr7o s}�ecifiod f�r tho follow+ng �urr�, #� v�i�= �A�L �1em numbors ��rr�lale lo #ne ref�T�nced �iiy c�f �ork +North 1+Vat�r D�pa�tmenl �t�nd�,rtt ��ecific2�kion�, �e�ti�n C?. All ��x�c. Iterrt r��mbers re�er to #he �it�r of Fort 1Nork�r �i�nd�rd �p��ificaiion� for �ire�� �nd S�arm �r2�Enage �o€��t�uciion. All it�ms labefo� w�th h1.�.T. carr��ate to the re�eran�od N�rth �en�ral Te�ca� �tand�rd �p���ii�ati�n� f�r I'ubkic 1r�lork� ��r�st�uc�lon.) �ection A - Sanit�ry �ewer Lr�� Rep�acem�nt� t�'�htl f G?TY. �IIVIT I]E$��#fi�TlO� �F ���M 1NI7H i$�17 ��57 NO. WR177�N IfV u�lOFiDS ie 6�0 �F d-Inch Sanl�aly S9vV�r Pipe i�� S$I��ce l.lne� ��kll be��klxs}. ,��'� _�—« ��i�ars �nd�_ ��en�.5 p6C Ll��ai ��ol ��� �F 6�rnclti Sanliary Sew�t Pipe for 5$rvica L[na �,�i� ���tn�s• - ���f�?�Y�� i'L� � D:�Il�+rs I e�ncl�rr� �� GenLs pe� l.lnea� �uai UNIT C�S7 � �v � � �� � �O�AL C�ST � ��, �� _--. .:�� �� rt $ B-1 PARS B Pp�POSA�. �r�� �r�r. ���s�r DES��Ii�TIOtV O� IT��UI Wi�H #JNIT �O�T ur���r cos� fio�-a�. �o. w���r�r� ir� wo��s �os�r 3. 35 L� 8•InCn {C1�5s 51 � Uu�lHff Iron S�nat�ry 88wee �ape i�r Priw�la �ervioe Llrie (AU Oeplhs� � � x�'( � _ Q�Ilars $ �� � � � � �� � andw.l e- - C-en�s per Lin�ar Fop1 f 4, 2� l� B-Inch S�n;i�ry Sewet �ipa �Ala fkapths�• �.1�rFi�� aall�rs $�� $ ��[�,(� � ar1d� f, ��n1s �6F LirSaa� �aal 5. 433 1,F 6-In�l� (�lass 511 auctlfa Eran 9�niRflry 9�V.^�r �ipe {qll Depkhsj � 1�k i x.i'�� �� �ollara S� C� � �����}�� sn�� ��r11s paf L+rraar �ovt 4 793 LF 8•Inch M.a.P E. Sarrklary S�=we� Pl�o "By Pipe Enl�rgernerrl" �Adl p�rpkhs� �'eY Nom �,4-2 {PI ns..SFiT5_ 14, 23� 27, 29} L�hL�- F�rt�l�i?� � �- DoldaFs $ ��� � � � �J� �� ` an4�,ti n � —Cenls }r9r Linas�� Font �. 22 LF 10•��vch Sarulery S�wer PGpe (Ail Uap�hs}" ��14u`-tti��}t��} ��I�� � DaE1ar� � � � �� �S � � `f � � ��d�.ln��enls p�r �In��r F�ok I - 8. 38'r LF 1�•]i�r.h $�rialtl�y �Ev�'6r pipe (,qll beplhs}" I � �— ` I�k.;ki vJ Y}� -�� oElara $ I�' �� $�+ ��� I arrd��� � �#�n�s per l,.lnaa� �oat � $_ 743 LF iP•In�3� (���ss b�) Duclile Ir�rt 5an�tary Sawer P�pe � 0�{FU� �e 1i1S} r � I �� �! �{�1� Ti��,�"F`� - i� � I+�Dallars � � �� � �r � �+ .-'��� �r�cl� � CarrCs per �inp�� F�O� 1�_ 72 EA aa+tic:hSanqa�ySawerTar �er 1�2rrr �p• r3 �{ �� f� r �dr�� l-�r.�.l� � doil��s � anb � ��t � �8n�s p�r �ach 1 1, 10 EA fi•�nct� Sa��Rary S ea�er T�C� I �Rr t��m �-53 � � �Il�� f�GJA.iI�� � Dotlars ��G� $�j(�L�7 an� n�f��C�nts �or �adt � 12_ B EA �tandar� 4' Q�ameter 5anilarv{ �ewar tNa rchCl� {�-�f' � fier �f,g�r� J� � f. � � � �` ��rn'��l��u.S�Fh�r3 �141�- f"��-��i��o�lar3 ���� ��� � �n�,��yy� �� ��n[�; par �o��t �-2 PA�T B F'RO��SAL 1 ���N� I QTY. UFi4T DE��Ft���ION bF IT��1 LVf�'Fi UHIT �D�T L�N1T CO�T I TOTAL N�. W1�i7T�N IC� 114fQRDS COST i3. �2 �!F II Aptl��i Q�pRh 14r Stsndartl 4' Oiarrr�t�F �anGiary ��vrsr I ManY�ale > C 7� rr�S � � i ��!� �i'J.I��YI � �14�SNF5 $ ��'Y+� #u � � �,r �`ie�11s 8�'I' Ve11sC$9 FOD! � �— .. 1�_ 2 EF4 Sl�n�ar� �' d3�metar (Dfop� Saniaary Sewar Mar�hU�e {b-6'} ?�r F+g�1fB J�T r � �iX.��-L '��Of-{�f��U � ballars 5 � 5 � � �nd�] rs --ti �m1Cs p�r Ea�i� � i5, 2 I"rA "�IF�nd�rd �i' blam+�to� �BhaElbvr� Sa��iary Sew�r h�anho:o Per �i]�rre 70�5 ��� � � -rr.��5�k��--� '����u�ra � ��� � � �� �� � and�ti� � Cr�nlS p�+ ��r.�y 18. 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" R �4 y , ��� ����_ S �� $ � ��� � ��,• s 1 `�y � �c��o� J � 2 �� � � �,���� +��~ ;� �� �� ~ B-b PA.RT B PR�P��AL 1��14�1 ��If, I UhxIT N0. 31 _ £S7 k?�.i�:tJ 33, 7� 3A, i 1 DEa�RiPT�ON DF IT�M IIVITH IlNRT C��7 WRITT�A� IN WORDS CY Class "E' Carticto�ff fffr �utlsc$IE�F�aaus P��cembn4 Par ��am U-4� '�l�11R7'Y '� �allafs arrd �e � ConE9 po� �ubi� Y�r� �Y Crush�d E.�masEOne ior Mls�#rl��nr�ous Fk�coment +�9r lfern �-43 Fi �_�� � Ro,�ers �nd,�', � �enis �ser �u1y�c Yard l,F Concrete Curb &�ullar f�r��o�+al and Raptacaanen� �o� tf arn DA •2� '1`4v�`�'1''�=�{`I�-�� Doliars arto.h� — _Cenk�perElRaRr���k EA EFInGh �In'�oti 1^�llk1 6•l+iGh {`,�1� Valve � Aa}Cess fNdnhole Par Ft�uTa �9 �.fti 7`1'i�t�l��!-IU �. 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A signed �py ot �his Ad��n�um No. 1 sfiould b� includ� in th� �es�ied �i� errv�icpa $t ti�e Eitr� ef ��d subrnii�al. ��ilure io a�[cno�l��pe t�� reC�i�! of this R�d�dui� iVa,1 c��ld caus� 1f�e su�Je� �r t� b� �or�side[e� "i�DI�R�SPgPISiV� ° r�su�in� in dis���litic�4ion. ��D�N�4�{� AJ�, 1 ACKN��t��4A��fi, ��:_ ��.�� �2�.�`1��- ��rnqar�y: r��� I �t�'iy�1,4- �vr ,i�/� Addr�ss: _.5 7�7c C3 rai4 L�rJ�- Qify: ..— _St�te;� Y�repBon� : ��� �� -�� !a. �ad�l�� ��m�k�r, F�.�. ����ar, �p��iLn{)ifl��rin� • • , Appr�v�d: _ _ ._ f�iei� ,rl�e, �. . f��n���r, C�r��i9e+�t ��r�es , Addendum No. ], Pa�e 2 • QCT-18�209� ��:��PM TEL.38174461113 I�7QSCRR RENDA PAGE:O�� R=96: PAR'� B �RO�'O�A� �e�tio� � - Dra�r�a e Imp�ov�ments ' iTEM 0�'Y. l�hk1T �E�CRIPTION OF IT�1� WITI� UNIT �O�T � U1�1T COS� IVO. I WRITTEi�I 4N WflRD� 1. 2_ 3. 4_ 5, �_ 7, 8. 9, 1 �S Utility A4Juslm�nt Spac, !lerrl �F' 7ffn T�1o���ftd �16ara � �4_000,00 and_ �`,l4 Cen15 pef i.ump Sa�m 2 �A ProJec! 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AMOUh1T OF BI� FQR S�C�I�hE C T� B�D �UNINFA�#Y. f�AG� 8-12. �-t 1 �CT 18 �002 3:47PM L�PEZGRRCIR GRO�P - FTW 8174461113 p.3 OCT�18`2002 FRI 0�:11 P� TR��SPORTATiON PU�L1C �X FA� N0, 817 �71 9D92 `F, 43 I� ��� � 1g80D5�4A �. ���� CI4FILL F�1A��tlf�� 1S N�i �T o '�1,�� R�1 �� �'�� �1�-��'T � � ��� 101UO��t � _ _ _ `. - _ - �7� � I ` � au. T ti� c� rr�� •�� �Rc g 12-CO $ iB4OCO,d� � . - -- - _ � ---�OCNaG$ ^ ._ .-- - -- and No �e� Par Cub� yard �� q, �J�Ri � � ������eL� ��. �`11 -� ��� il�� FAl.6�i�lf� ��E�I� i�[�il {�� «��, ��er���� r,a,�;��i�� � � ���� �� �w� ��a��� ��� ��� � �T�RFA ��� ����l: �, �004 GY l'YPE'g" BAC1iFlLL �iv� Dollsr� and,_„ �14 ._ .�Co�Ra p�" Gubsc ye� __ �, i L& �7R�'��Ctxl� AN11 Wi5TF1W ARILRt?FrA rn�rrn�c�s Three_Yhousa*�d _ Doilers 811�r �� —GqFr� � C4hPt yef� 8� �i.������i��E�� ��..���d', 9. ��'����� �r� MQ����e�r��� � �� ����w $ ���to� �� a���w v�6v� v���� ��e�� ��v � . 5�11��Y 1��i. A sign�� eo�y ot 9his A�dEndum i�a � sh4uld �� in�l�det� sn t�e �e�led �i� ��v�►ope �t tt�e lime af tiid sub�i�Yal• ��E ��N��S��NS�1/�� �sult�#�g � df� s� � n No.1 could ca�se itt� s�}� bd�iet to �e �n�da ARti�eId��M N0.1 I��t�R�����S�+l`P; �y: ����� a► �.��A- �°.�% i�!/G. �ornP�►►Y�� . - Address: � _� '��'-- Gity:�,�� siate; �. '�elaphan� :r.�21���;1 — Z � �� �. ��u�las R�dem�ker, P.�. �Ir��ar, �pioi�n�t��eri�� A�p�ved: � , � - �ieic ,�i6e. �.�. 1�ar�ger� C�r�a��s�t �viae� Add�ndum No.l, �a�� � - � aCT-18-�00� �3.0CP�1 7EL7B174461113 ID 7 �SCAR REhlQA _ �, � � i 2.aD i 2d,Q0a.dH � 3 �A!} Y 3,oD6,04 _� PAG�:003 R=96y I � P�4RT B PROP�Sl�� � ror,�� �r�ourar e�� �o� s�cT�o� � _ TDTAL AMOL�NT BI€] FOS� $E�"lION � : T�TAI� 1�lMOUNT BID F�R S��T��N �: �iU SUMMARY �_��-`�, C.-�`,Z. � s���#� �5�� s �i 7 � t +� 3�-� ro���. �ann�o�r�r ��� Fo� se��r�otv� a a� e a� c-��,1 �# � f�� 3�' e-y � P�4RT B PROP�S�#L 36" Pit��TRE�9ED CQNCRETE CYLiN��R �k?E �_A1NYilA �30�� Ad� or �ubt�act tar the #ollowing �asl �ron Fifikings in�luding �r�s��lle,kivn B�velod Joi�7ts �� t� �� Bev�le�l Jo��# Ber�cSs 36" sc 1 � ,�5� �end ��" x ��,� �end 36" x �5'-' Bend �o�alin�s �s" c���r�� �� 4%UM1 I\ +.�i�II �4�U1r4! �I� ���� �4�Ir1 �jBBVs �e�t c��s ���� � �°� o�t��� Te�es ��" x �B" Tee �eosses 3�" �c �6" �rass � {,f� � 9� �� � �L� °.� � � �` � �# �,S[] ^� ���� � � `' �' y�_ � � • � �__�� �-� � _ � `�j� � � °� � � �� ��" P�I.�STl���S�A �O�J�F��T� �YI.II�DEp F"iF'� �AWWI� ��01 i Adc� or �u��rac1 :nr �h� followin� �as! fron �i��irrga �nc�udir�� �n�kalla��r�n �ve ed J��nt� �° ko 5`-' �c�vel�c� Join� ��nds 3�" x 1 i.�' ' B��d "�Q�F X ��.�� �9n� "���� 1( ���r �8fk� ��UPl�nr�s ��" ��upli�� �feev�s 3F" Solid 51�eve �- �.._ � � �.. F� �� �' _ f po ��_�� � � �� � u � ����° $ L� �` a-� 3 P�IRT B PROPDSAL �IT1f J4��R��1�1] PFiO�U�� ��R * "�ontrackor shall s�lec� lhe !}��e �f pipe l� �e used. STANDAR� �PECIf��ATEO[V hlO. }���_�� �1-31 � ��'1 �1-2� �1t-�k�r.(����'kt� �1-�7 �k�nft���,��,.1 E3-29 �ryr l i 4�a E-� 00-� �lAMETER tir�.1 4 #hrou�h ��l � #hrough � 5 �4 ihrouyh 1� 79 #hrough 27 18 t�rough #B Gans�,l� wit#� �ity aG For� �+arih "Standard Prod�cl ��st" lo oblain the ��neticlTrade �ar�e ��d mar�uf�ciure� f of �he pipes lisl��i �b�v�. �ailure z� pro�i�e #he in�ormation ret�uit�ti above rrfa�r �'osu]t �n a rejec�lor� af tha bfd as l�aln� �•�V Ofk- F�S�]�n Si V���. ��rly prad�cts lis#ed atiove �will �e a1l�wed ��r �so in ihis praJ�ct, A�y subsliEutic�ns shaRi r�s�,it in � rejec�ior� of S�te bid as beong �.�lon-�espon�ave", B-�4 �A�T B PROPDSAI� �fitf�lr� t�n (1�} s1e�y� oi not��fcati�r� from t�re �ity, t�e under��g�ed w��s c�xoc:�t� ihe Ir�rrn;�l �ontra�l and wiU dali�+er an a�prc�ve� sure�y ��nd and sucl� ot�er bor7ds as r�q�nred ��+ fihe ��ntrac:k Do�u�nents. �or ihe fa�lhf�! �er#prnrance of #he �ortlra�l, 1`�� �tt�ched ba� ss�rety, In the a�+�unt a! 5°Ia �� the 1�taE amounC �i�, is to b��ome Ih� pro�erty o! ihe �ity of Fort Vl+�rth, Texas, in the ever�t LF�e ��ntra�l ar�d �ond, o� b�n[�s. are r�ok exec�ta�i ae�d ���ivered �vi�hin #he ti�e �bov� ��# forth, as �iquis�a#ed damages �or tf��.� def�y ��d �dtlit�4n�� wo�k c�used.lherek�y. 7Fre und�r�rc�n�cl bidder, �eetified thet he i�as bean f urnkshec3 a� leasr or�e s�t o{ ihe �er�er�l �b�Er��� €]ocuments a�d �en���1 ��re�ifi��#�on� �or 1Na�1t�r D�p�rlm�nt Pro�eePs daked January T, i 978, ar�d i�hax he h�s re�d �,r�d thorou�hiy und�tsE�nds all tl�e raquirements and conditions qf t�ase fi�en�ral ��c�men#s �nd th� �p�c'tf�c �or�ir�ct �ocu�ents an� apn�rte�ant prans, Th� ur�darsigned assu��s t1�a� its emp�o�+ees ��d a�pli�ar�#s far emp�o�rr��n! a�d those of any ia��or or�a�izatio�, subcon��acRars, �r arnpk�yment agen�y, ir� �i�her furnisl�ing ar referrir�g orn�loyee a�p�icants to the un�ers��n��, are nnt d��cTEmina#eci agair��� as prah�bi��d by terrr�s or ��ly OrdEn�nca �lo, 7�78 as amende�E b}r �i#y Ordirsance I�o, 7�Q0, ihe Bidd�r a�r��� to k�agfn constr��Sio€� 10 calendar days af#�r is5ue ni the wor� arde�, and to c�mpla�e caras�ru�i�on w�t�Fn 15� caEen�ae �ays as s�# ie�rt� in tl�e +�vrEz[en work �rd�r lo k�e furn�sF�ad by tt�e Own�r. ��arnplele A af B be�a�n+. as �p�l�cahle) ���'A. The p�ir��ipal �iace of br�sirs�ss �f o�r cpmpe�n� is in [h[� �l�te of ��.1�(�_ �_ t 1 No�•�esi��nt bid�efs �r� ths �kat� o� r- . our princ�p�� �k�c� o} �t�saness, are rea�uk�ed to b$ � percent lawer ihan residar�t bidder� by state ��w. A�opy of �#�e �t�[�Ite Is �ttFtCil�d. l 1 hlof�-r��ld�tll bldders ir11f1e �tate ol — , q�l� prlrlClp�],I ��aCe Di bus1�7C�ss, �re r��R requir�d to und�rbid resrdent b�dders_ C 1 B, 1'he prin�ipa� pkacr� of busin�ss ol our �ompany, Al1f �j�F�FI� ��fl]�J,'�L7�, a� rna�orit�+ ow�e�, is in tl�a �#aze af �exas, Rec�ipt is acpcnowle�l�ed of tl7e lollowing Addencia: A�dendum fJ�. 1 �� ` � � - � �- �. � , Ac�de�dum fJo. � A�derwdum N�. � (��A�� it �i�der is a �nr��r�tion Resp�ctFuJly SubrniEte�, gy- �- � 7it��;� � c G �' ���� ��r�,� �1Cidress: ?���"� ���c�ax, �.0�-Y��' r��,_� � ���ia� �e3ephorxe �lo, '� E� - �'�`+I I • � �l �} �i �-15 PA,Ri � - C��lERAL ��hlD1TI0�1� �1NATER ����`.) fVO�'["�: Th� f�ll�v�ring revis��ns to Item �6-�.�� �QNTR�I�T�R'� FiES�Ot��I�ILtTY FOR DAf�+��4CE ���4��VI� �hall r�piace, ta its entir�t�r, th�t whi�h is �urr��tly �hown on �ages �6-6 �S� to ��-� {1Q} F�erein. �6�6.�� �QNTR�I�T�F�'S R�SPOIUSl�IL1TY FOR ��IMA�E �LA1�11� �on#ra�t�r co�rsn�r�[s �n� ag«�s �o ��d�mr�iiy �Gty's engir�eer �r��d architect, ar,� tF�eir ��r��nr�el at the �ro�ect sFt� �or �on�ractar's sole r�e��igenc�. In a�dition, �ontract�r �ove�an�s �r�d a�r�es t� in�emnifyt hol�1 harrnle�s �nd defe�d, a� i�s av�+n �xp�r�s�, !he �we��r, its o�f i�erst serv�an[s arrd emgka���s, �ro�'n and agairtst any an� aik claims �r sui#� �ar pro�erty ��ss, propert�+ damage, persar�al in�u�y, incl�din� dea�h, aris�ng au� of,. ar �11e�e� �o a,rrse o�t ot, th� worK a�rd s�n+ices tn be p�rfarmett h�re�nd�r by+ �oe�#ractor, its offi�ers. ��er�ts, em�loye�s, subc�ntractors, lic�nsees or in�Gt�es, wheth�r o� nat anv s�ch xni�rY, dam�qe or d�ath �s ca�s�d i� wh�le ar in �ar#. �V t�� ne��iqence ot� alle�ed n�pl�ence o# Owr�er. �ts a�ficers, se��rants, or emplov��s_ �ontractar Ill��wise c���enanls an�f �gre�s �a indemni�y a�d ha�d hatmless tt7� O�v�er fir�m �nd ���inst �n� ar�� 2�IR inj�ri�s to Owr�er`s affi�e�s, serv�r�ts �i�d �mpl�}ra�s 2�n� any �arn��n, I�s� c- +.��,�tru��i�n ;.� property ti�e Owrt�r L.:_:_.� ;a,��_. ���� �.�:���rmar�c� a� an� of #�te zerms and c�n�latlons o� #his �oe�traci, t�hether or na# ar�Y ����+ �r��urV o� damaqe �s c�t+sed ir� whale or irt ar'. L t�� nea�la�n�e or alle�ed n�qEi��ence ot Owr�e�. It� af#icers, s�r�+2�r�#s ar emnl� ee�. F, ����� ��ent O+�ner receives a writt�n cla�m for d�rriag�*s agair�s# tk�e ��ntr�,cla� �r ids subcontract�r� pri�r t� �in�l ���m��t#, f��aE pa�fn�nt sht�li r��t be �a�c� ur�#ir �or�tract❑r �itE�er �a} subm�ts to �we�er sa#i�f��tory 2vid�r�ce thst k�� c�airn h�,s b2er� set�l�d ar��lar a r�le�s� ��nrn th� cla�m�n# lr�volv�d. or (b} provides �wner with a le!`!er fr�r�ei ��t��rac#c�'s li2�bility in��rarrc� carri�r #��� t�� clairr� h2�s i�e�e� re��rre� [o the insura�ce �arrier. Th�e Direc#�t may, if �� d�em� it ap�rop�iate, re��se t� a��e�# �ids on o�h�r �ity of Fort Wo�th ���I�� w�rEc fror� a�oe�t�a�t�r a�ainst whom a c��,i�n �ar darnag�s is ou#s�andin� a� a r�sui# af v�r�rk pe�formed �r�der a �iky ��nfr�ct. � � .� P ART � � �E���AL C���IT�O�S 'i'ABLE �F COt�T�N�S 1�OL�El+1$�i�x �, 19$7 T��LE C3�' �Ori��`�N'�'S C1-1 C?-�.� C�-1.2 ��.�1 . 3 C}-�..4 ��-�.� C�-� . 5 C'-1.7 C?-�.�, � 1-? . � �1-1.�.� C? _� . 11 �1-� . �� ����.�3 �� -i. �.4 Cl-�_1� C}�1.�.6 ���� . i� c? -�. �s C� �]..1� �1-1.�4 ���i . ��. ��—x . �a c�-1.�� ��-1.�4 C?-�.�� �1-1, �b �1-� . ?7 �i-I.28 �� -1, �� C1»]..�0 C�-i.31 ��-1«3� D.�`..F�NIT�Q�� �e� ? �1! �iai3 �� 'f`���5 �an �ra�; ��cur�e�rt� i�ot�ce to Bidder� �ropos�� 8idder Ge:�eral �o���ticr�s �p�c i a 1 C��d ��. � or� s Sgeca�i����,�ns Banc� Caz� �rac 4 �].��.s C�.ty �ity Co3nc�1 t�i�y�r �ity ��,-,a�.er Citv AL:orn�v D�r�ct�} oz ��b�ic W��ks i�ir���o*', �it�r ir,i�,��� D�?ar�r�te�t En�ine84 �on�rac�o� r145�� t .L �� 'Y't'1� WG`a:{ C� PtO�n�t`. ` woak�:�� ��v Ca? �::aa� ��y L�g�? :io�i���+ �bb��vi� �i.ons Char�qe Or��r �a�r�d �={�8�� and ��1��r� Unn�ved S�r�ets ��d Al���rs �i�.� S�r�e�� x��ad;aay Grav��, Street C�-� �x—� Cl-]. �1-1 G1-1 C�-� �1-]. C1�1. C��1 �1�? C1�-? ��-� C1�-� C1-� �1-� �1-� c��� C�-Z C1�-Z ���� 4 � � � c�-� ���� �1-L C1--I CJ.�1. �1-1 ���1 ��.-1 C�-1 ��-1 ��-1 (I) c�� ��1 (�} (2� ��} {�� �2) fi �;} {3? f"s} �3� ��} f3} {31 c�� 4 Y � (4J (4) \ '� � ��� {�1 �41 {�l (S1 {6� (�) (6) {b1 {�� (61 ��-� zA1'Y'�R���:A����T ,�?rTD Pr�t�'PARA'i'��t� �F �40r�05�i ����.1 ��o����� Form ��-?. � �r�t�ra��tatior� o= Q�an�ities +�^_�r � . - ..., . _ti. _ . R = - " _ ._,�._.._t�..... ...� �r4r.a ..�3.� u%�4...�.�•�.] $I]� �.L�.� ��-�_4 Su�rrt���in� of P�apasa� C�-�.5 Rej�c�ion of F�opasa�s C�-�. � 8�.c� 5e��rit� C�-� {�.� ��- Z { ? ) ��-� ��� G�-2 {�J1 �?-? {3� C�-2 {31 (1) C�-�.7 �eliv�r� �� Prapa�a� C�-�.8 W�th��awzng p�op�sals ��--�.9 Teti�g�aph,i� �iadi..�i��,ti�r� �� ,�rnp�sa�s ��-�.1� P�t�xlic �n�n�r�g of ��ancsa� ��-�. ��. �rr�g�l�r Pr�p���ls ��-2.�� F�isqrsa?���ca�.Fo� a� ��dd�rs - C3-3 �3-�, �. C3-3.� �3--� . 3 ��-�.4 �3-3.5 �3-3.6 �3--3. 7� C3-�3 . 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WCR:{ ?nt�:�t a� �ont� �ct �oc'.:nen�� �I]�.^�1�� ?�O�IiS1�f15 In�,���sa; o� Dec��ase� Q���t+�i�s J�l��r���an �� �on�ia�� D�cument� Ex�r� w�;� � �c1�e�3al� o� ���ratio�s Fr�a�ess S�he��r�es �ar W�ter �,r�d S�w�� �iar�� Facil�ties C�NTF�OL �7F W�KI{ AN� M�TE�FALS Ara�ho��,t� a� En�:,r���� Ca:��o�rmi�� with Flans �a�rd��atiaon of �on�ra� t Dvcument� C�opara��o� ��' �ontx`a���� Er!�ergenc}� andfor R�c���ic�tion W��� �'i�Ic� ���ic� Car�stx'�ct�on �ta1��s �uth��it� and �utie� of l�e�spe�tors �nspection Rem�v�l o� ��,�e�ti�r� and U�nauthori�ed 5trbsti���e #�a�er�,a�s or E�u�prr�e�t Sansples �nd Tes�s o� l��t�� i�].s �t�raq� �f �1ate�xals £xis�,ir�g St�uc�ur�s an� Lf��Ii��e� In��r�u�ti�t� o� S�rvic� �S�tua� R�sp�n,ibilz.t� �� ��ntr�,ct��s Cieanup Fzn�� Ir�sp�c��.or� C�-� E4? C7-� {4� C�42 (4k C2-2 { � � �2-� (4] ��-2 {�} C3-� (�y ��-� �3-3 C3-3 C 3--3 C3--3 �3--3 �3 43 C3�-3 �3-� ��-3 ��-3 ��-� �3-� �3-� � ]. 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Z � �� }'1��-•�r�']� ..� r,_ � '.yf.... �_.`tiQF] �� �12�1_L: LTt���W? :5� ���.. ��-b .'_� �'�nooia=y Sewer ��aia�t �on�;�ct�,ons C��G.�G A�rar�c�e�tent and ��,a;g�s o� w�te� �'6��k.; f C�-5.19 �6=6.�� ��-5.�� C6-6.�� �7-7 C7-? . �. ��-�.� ��-�«� ��-�.� ��-�.� �7-7.6 �7-7. �' �7-�.8 �7-�.� �7-7.�� �7-�7.1�. ���� . �� C7-7.�� �7-7.�� �7�7. 15 C7=7.�6 �7-7.�7 Fs�}n�s�ed by �s�� 4 �L� �l �, r�����.�.1 �� tJ'�w _ 5 �.� �}* �� � riQ'�*_ ���:���t�o�°� ��s�onsi:�i�itiv ��: ���;� N� `���.va�- o� L�gal �igh �s ��rsar:al Lzabi�i.ty a� P�b� i� Off�.cia� s 5���.2 S2� �s '��x ��0�����-�}� A�� PROG��SS �r��? �=�_zr� A�sir�r���nt o� ��n�=�ct P� ���CLi�'_�F: O� ��� irJOY'�{ T��I11��d�10flS OL �p��3t; Q1Ci5 �ha�actie= �� Wa��m�rt an� E��si�m�:�t �J�rk Sch�du�.e - _ '��:n� �� C�mr.xer�c�rne:�� �:�d Co�t����ion Ex�ensi�;� o� �i�� o� �ortg����on b�Iays " '�`�.m� of Comp7.�ti�� ��t�pens,��n b� �our�. Ord�� T�r€�pora:y Su�p�n�ic�r� T�;mir;ation of Cor�tr�,�� dt�� t,o �ati�nal �r�te�ge��y S�s�enst�� of Ab�r�dor���r.4 0� �k�� �or� a.�� �;�nu��eztL o� �on,t�ac� �'�1=i�?�t�nt o� Con�ra�� T��mination �or �anvenz.�nc� o� the Qnwet �a��'�� �etha�is a�d P��xcti��� �8=� �ASUR�'�i�'h�'�' C8-8.1 Measu�r�m��,� ��-8. � E�ni.t Pr�.c�s F�i� 1� F � � �f � t�'� of Quar�t�t�ies �6-� Cf --f �5-� G6-� ��-4 �1� (1} ��1 L2} � � � C�-� ( 3 } ��-�O (4) C6-6 � �4 ) C6-6 (5J ��-� f6) C�-6 (B1 Cb--b ( 8 ) ��-�i {�0� ��-� �5-� ���} ��0} CE-�6 C6-o" C�-� ��-6 C6-6 �6-� �7-7 �'�-� ��-� ��-� �7�7 �7�7 C7-7 C i�7 C7-"7 �7- 7 �7�-7 C7-7 (17.} (��? (? � ) �121 (��Y ���� ('i �1 � �1� ��� f�� {3� ��) (�} i4) ��) �b� {�} C7-7 (7� C7�7 �7� C7-7 :�) �7-7 ( � � } C7-7 (? 3 � �a-s �x� CB--B (1) {3} C�-9,3 �8-8_� CBY� . 5 CS-8.� ��-8. 7 C8-B.� �8-8.� �9-8 , 10 �8-8.11 CS--�.I2 �8--8 . J.3 � Y Lum� Surn Scap� �f Pa�rrn�n� Partial �s�zmat�� and R�taa.r�ag� S�i*hhold��g �a�rn�nt Final Ac�e�at.ance �ina� Pa�r��nt �ldquacy o� Desigr� Ger��:a� Guaran�y ������ia�r�r �4a�J� �3isce�lan�aus ��a�em�h� �t��or� Docu�rer�ts o� M�t�ria� C�-8 CS-8 C8�8 CB--B C8--8 �8--8 �9�8 �8�$ CB�B ���� C�-$ � ], } ��� (�� {3} [3� ��1 (41 �4? {Sf �S? �5� (4} PA�T C - G��MR�L CQ�DITI4�5 �1-�. D£�'I�I�TTO:�� ; ��TI�?r C1-1 DE= �N��'IONS Cl-� . 1 DEFZN�T��I�� OF TE�MS : 5�,��er��ve� in �hes� �ar��r��t Doc�ments �h� aollawinq t�rr�s �� pronour�s irr pl�c� a; �h�� �re u��d, t�� �.n�e�t and meaning ����� be �nde;st��� ant� it�t�rpr�ted� as fol�ow�: �1�-� _ � �Ot�TF�A��' D��Uh#Eh'r'S: "�`h� �or��r�c� D��{xT�:��= a� e a11 �� whe w���t�n anci �=as�r� daCi,�menw�, st�c� �S s�e��:icatior�S, b�nds t �,t3denda t p�an� R e�� ,, w}� i ch g��re± t� th� terrrrs �r�d pe��o�rn�nce �� �he c�ntract, '��es� are containe� �t� �he ��:�er�l contra��. Docu€�ents a;�d t�� �p��ia]. C�n�ra�� ��c�::ents. a. ������� ��?��'r�AC�' D�CT1'?��NTS: The Ge:����1 C�r,�ract •J���ti.,�++..� �+��8�.� �� � 1'`1�3-.��� 1f���� ���a�5r �a{���.�.��3 ��i� ���rl�Q� 41iR iQ11QNf��� � ���rri. ' �A�r?' .�1 - ���`��E �'� �=�1��`:'�� ��3i11D�$� Pr��'�' � - P�0?�$AI1 �����L�� 1�A�"' C � ��N£R�L CQ�DT'Y'��I�S (C?''�Y1 {D�ve�o�e*} ����' A , S? :C�A�, CON��'�'�`�t�S PAx�'� � - S�£C��I��T�QNS Pt.�.�i�T. � f �.�ISt.!*S,��T� FA�Z` � � S�N�S _ f �aalp�e? PAr�'� � - ���T"�RAC�` � (��.r�tple} ��; �� �:�i �� �anary Y��1ow � � owt� G���n :1��'iC3 �, ti � ��-��Y��r, �tad ���-4��ite �� u� S�h_�� Wh�we �. �'�E��AL CC��'�R]��T D��LM�N�S: 'Z`�e S���ia.l Ga���act �o�u�n�:��s ar� p��gar�d for eac� sp�ci�i� g��j�ct as a sugn�am�:rt tp �he ��n��a� �ontra�t D��um�nts �►�d inc��tde the f��low�r�g itent� : �A��' � - I�0"�I�� '�Q HIDDE�S (Ad��it�.s�rn�::t1 8�,rn� �s ' ahove � P1�R'T 9- Q��PQSA� f� i� } PA�T C � G��Er�AL �O�D�T��?NS PA�T � � 5.����Af� C����T�Ot�S �AR'�' E �- �?�'C�FICAT�p�15 � :3M�T�fEASEi�fENTS Pr�i�'T F - �QI��S PA4T Cx - �Q�ITRAC"i' P��'� I� - AL�N5 {t3s�za' Z� ��un� separ�te?�r) C�-? ( I. } � �1-1 . 3 �f0�'I�E TO ���DEFtS � ��l af th� Y�gal pu��.i�ati��s e�ther a��u���� �u�1�sh�d zn pu�Yi� a�vertising n���r�ms �� £urr�is�ed airec� t� �.n��r�s��d part��s per��i.nzrtc �o the warJc cot��em�3at�d trn�isr �h� ���trac� D�c�.�m�n�� c�nstiLctt�,� �h� :�ati,ce �� b�dders, C].-l. � pR�P�SAI,: T�� c�znplet�d w�it��n �n� s���;�,a af�e� or �er�der �f ��idde� to p��fo�m t:�e war3� wh��h ��� Owna� ��s�res �o ha�� ����� toqeth�r wi�h the bid securi��, co�s��tttte� tl�� P�apos�l� wh��h �acomes �indin� upon th� ���de� w��n �� is o; �i�i�YZ�r r�cexT���' b�r �k�e �wn��, ha� ���n p�b�ic?� open�d �r�a read �nd na� r��ectied b� �,he Own�r,. �I��_S �ZDDE�: Any p�rsor�, t��rsons, ��r�r, g�:tn�rsI�i�� �c�rrka�,ny, ass�ci�tiart� �o�tgo�ation, a�tinc� directl}� �� �hr�t��� a dr�I.y a�thorized repr�ser����,i�rer se��r��ttin� a PF�P�sal fo� v�rforr��r.q t�� wc:3c con�er��l��e� unaer t:�� �an����� �o�ur�ents, co�s�=' �ute� � ��.3�ex�. �1-�.6 ��N�'r�A�, C�?y����0��: Th� �et�eral �andi��cn� ar� tn� usu�� c�n��ru�ti;�n anQ �an��ac� r��ruir�rner�ts whi�h �o�r�_�y th� net rarmance o* t;�� w�r}c �o that it wil�, be �ar=�e8 a� i:� a��ord�rwe wi.t� tFte c�sst�m�ry prac��uref �he ].oca? s�atute�, artd r�gu:.=�z��rits �f �h� ��ty a.€ Fc�rt �or4k�"� c:��Le, �n� Q,�O�['iL��C��w`.�� Q���+']��1C��* . wn��e�er t�ie�� ��� �� � cor�sli�t b�t�e�� the ��n�;al �o�sdi�ior�� an� 5t�����J. ��nd�t,�orts� t�� l��te= ���ll. ta_�e �r���d�nce artd sha?,� gov��r�. ��-�.7 S�E�SA�, �����T��iV�: S�e�i�� cor���tions are �.:ze spe�ii �� ��quir�r�ery�s wRich �r� n���s�a,��► f or the pa�;.ic�.�? ar pr����� ��v�red by �he �or�tr�,ct e�oc;�r����� and �tot s�ec�f�,c�11� �oerered, �� tk�e �en��az �o�dit�ons. W�t�n �ons�dere� ���h th� ��ne�ai Condit�ons �t�d other e�.em�r��.s o� the Contx�ac� ���u���ts th��+ ar�vide ��� �n��rma��oa whi�� t�e �antr�c�o� t�� p�o ects���ld h��r� ir� �rc�er to g��,n � t�,oro�sgh ;c:��wJ.adc�e tr� � ���� .� SF�C��'�C�TIOI�S : Th� Sp�c�f�.c�ti��xs �s k��� �s�c��an ar �art �� tt�� �on�ia�t D�cu�t�nts wh��� sets ��rth zn detai]. th� = eq��re:roents whych r�r�st �� m�� b�► ��Z mat��ial�, ��ns�ructi�n, wo�k�o�n�h+�, eQ,����nen� �nd �ertr��es �� o��e� �,a �ender a com�l�t�d and us�fu� pr�je��, � #�Ti����ve� re��r�n�a is made �o s�3nd�rd �gec�.��.caW;;�r�s, r�;g�x�at�or�s, r�q�tx�emen�s� sta��te�, etc. , such refer�ec� �o c���r�m��ts sha11 �e���te � p��� n� t�e C�n�i��t F��cL�ent.� �us; �s thouyh, the� �r�re ernbodie� th���ir�, �'_4�. � SOND: T?�e b��d or �or�d� ar� the wrzt��n c��,:arante� o� secur�ty fur�ish�� b�r t�t� �or�t�act�r £�r t4�,e p,;ornpt� and C�—Z ��} sazth�u]. �e��ormahce o� tl�e �o�tra�t and it�clud� �h� �nl�awing: a_ �erft�r�ar:c� 8�€�d � - ��y:r:�r:t �ant� { s�� �. t�ainters�r��e 8on� d» Proposal ar A�,d �o Bidcerst �ar� � �e� �aragra�l� ���3 . f } p�.�agr�ph �3-3.7� { s�e par�c�* a�h ���3 _ 7 } 5ec�sri�y (��e �peci�l fi����uc�io�xs A 2�n� C�-� . � ) �Z-1 _ 10 �Q�T"�RACT: The ��n�ract �s *he fo�`ma1 si�n�d �gre�me:� � ��t�r�en the Owner ar�d �h� Cora��actar co�re= �r�q t'�� m�a��a� r��tde�standing o� the ��o c�r�tra�tinq �a�t1�� aba�tt �h� proj��t �o i�e �ornplet�d an�e� th� ��ntr�c� Dvc�sm�:��s. C1-I..II ��A]��: T:;� �sans are th� dra�r�.ng� or ���rodt;c�i�e�s �h�r��rom ma�� by whe p�rn��"� rep�es�nt��ave showinq in ��t��l �h� loca.ti.on, dim�flsian �,n� �os�,tion o� ��e v�;5��s ��eme�ws - '.•. ac�� including such �ra�fles t �ypical �� ass-���t�.ons ���you� diac�r�m� � woxl��r�g t�raw�r��s, pre�ir�t�r�ary dr�winc�� at�d s�c:� st��o���ne:��a� ��:�c��r�gs �s the Owr,�r ma�r �ssu� to �lari��r ot:��* ar��ririg� �� ��r �.he pur��se �� �1��w�nc� cYt�n��s in tne �roak hereina�t�r autY�ori��d b� �ha �wn��. mh� �I ar�s ar� ust���' y�a�:zd s���: �t��y �� arn ot��r pa: ts o� �h� �ontra�t Do�t�m�n;,s, bu� �he� a�� a�art of �€�� �o�tr�et ���um�r��,s �us � as �h�ugh the� w�� e bo�xr�d t�,erein . C1�-�..12 CI��: The C�t�t �� zo�t Wor�h, '�exas, � r�ur�ici��� �arpa��ti�n, author? �ed ar�d c�ar�erec� und�r �h� TB�as �t��� ��atr�"�s � ac��,ng b� �r�d tE,ro�c�� i tis c�otrerninc� ��d}� or it� �it� ?�ahcert e��� o= �r;�;.ch is ��cr��i�ed by ��'.�rwer t� perforrr� �p�ci�ic dut�.e�. �e�por�sib�J.��� far ��.na� en=or��r�er�� �f �c�ntrac�� invc�v�,ng �he �it�r af For� �orth �.s hy �k�arte� �este� ir� tl�� �i��r �,��ager, The t�rms Ci�� aad Ow:z�� �re S�* I] Ofl j!ltt� t� S. ����. �� ���`Y C����IL: T�1� �11��T ���C��� 3CiC3 �[3�.��.�1�� governing i�od� of �%e �it�► o� F�rt �+Tortk�� �'e��s. �I4�..1d Mr��p�: T�!� of�ici�ll� �1.�cted M3�or� �x� in �;s �,�ser�ce, t,Y�� Mayo� Pr� t�m �f the �it� o� �'ox`� S�o�thf �'ex�.�. C1-1 _�S ��TY MAt�A���: The off i���11� a�goint�d ��d aut;�oz�i�ed ��ty �iar�ac�e� o� t�r¢ �i*�v �� ��� � Wot'�h, Tex��, �r h�� duly �� ti� V I. ���� i L4JI. �� �� L��� Y L' t . �i-1 _ �.6 �I�'Y ATTO��YY: "�`�e a��ici��,��r �ppoint�ed C�.��► A�t�r���* v� the ��.�y of �'�o�th, T��r�s� ar hfs �uly a�tha,��zed ��p��sen�a�iv�. ��--1 ( � ) �1-�.17 DY�ECTOR Q� �UB��� W���Sa Th� duY� ���oiat�� n��icza� o� khe �ity oa �ost ��rzh, ��fe rr � d to in the C�a���r as th� �xt� Eng�n���, o� his ���� a��hor�z�� ���r�s�nt�ts��. �,�-I . � � ��1�E�TOR � CZ�'� WA"�E�t DEP�Ft'x':+i��IT: �h� ��s�� ag�o�.n�8d Di�ec�a� �� th� �i�� �at�r D�partmer�� o� the �i��r �i I�o�t W���h, "��xas, or his �ul� ��tk�ar���d r�gresentaLiv�� �ssistant� o� ag�;�ts. �I-�, J.9 EN�7��Es�: �h� Di�e�to� o� �r�b�ic S���ksx the �ir�ctor of tt�e �or� W�rtt� C.it�+ �at�r Dep�rtm�nt, or thear du�y ���ho�iz�d ass�s�a�ts, ag�x�ts, er�gir�eers� �.rt���ct��s, o� supe�i.r,�ertd�nts� act�.R� �ritl��n th� scvge o� th� p�: �ic�Iar auti�� ea�xus;e� to �}���. ��"1.�� �ON�'�tA�T�R: Tt�e pers��n. ger�on�, �a�tn�rs�i�, co�tn�,ny, f�i rn, a�s�cia�io�, a� corpox�a��.�t�, �n���ir�r� ir�to s �or:trac� �r��h th� �wner �or �h� e�tec�tion aa ��r� w�rk, a�ting ci�ect,�}► a� ��rough a�u1y aut�arized repr�se:��aL�er�. �q sub-cc�ntr�ctot is � p�rsan, �frrn, �orp��a��vr�� �� o��eis un��r con���c� ��t� t?�� p�z�c��a� con��a��o�, s�tpt�2y.�nq ���ar and raat�x��,�ls or or���r ,Ia�a�, far war�€ at th� site of the pr�j���, �? -1. 2J. SUR��"I��: i�ie Carp�r� �� bodi�s wi�ach �=� b�u:�d l�y suc� ban s�re r��uired wi�l� art� �for t�� �on�ra�tt��. �he su�e�ies enga���d �,re �o �e €u,?1,y :e�pa�sil�I� wor ti;e �n�t�� �nd sa��s�a���r�r ��rl�i���er�t c�� the ��ntract an�1 f�r �riy �nd aI� �r�quir�rnants as s�t forth in the �antra��t �o�txm�^ts ar�d a�gro�red �I�a��es there�z�. . C�-I. �� "�'HE WQRIC O�t PR����T: ��x� c�mp��tec� ���'�C �����m�lat�c� ir� anr3 cov�r�d �y �;t� Cors�.ra�t 3Jocum�n�s, �nclrad,:�x� but not �. kmit�� t� the ft�rn;.shi�g of ��� laborr rnateri�ls, to�xst eq�iprnent, a�d �.���d���als t��c��s�r�r to pr��uce a�omp�,eMea and s���r�,ceab�� �roje��, ����. �3 �+J���I�G DA�: , �l �,rork�r�g day �� d��i��� as �, ca��ndar aa�, r�ot incl���nq ���urdays, S�xnd�ys, ar�d lec�a� ho��da�rs, it� �hich t�� t�e�t�ier �r ��her condition� n�t �tc���r �}�e cor�trol o� ��� Cont�a�tor permi� tl�� �er€ox'mat�c� �� the p�rin�i�al ut�it a� work ��� a p��i�d �� :�ot ��ss thar� sev�:n {7? t�aurs �e�w��n �:Q� a.m. an� �:00 �.�., �,,��t� �x����ion� as p�rm�t��� i,n par�gr�gh C7-7,5. �? -l. �4 �AT�ENDAR DA�S: A� calenr�ar day i� any da� of th� w�eic vr rnor�th, t�� �ay� 1��ing e�cce��,�d. ��-�. �'S LE��L k�OLIDA�S: L�g�� k�v2 ida�rs sha3.� b� p�escribe� �y the ��,ty C�urt�il a� t�e Ci�� �f F�rw oas�rvan�� �y ��;,�, e�p�a���s �xs f�lYows : ��s�rv�c� �s 4�orth �n� ��-� � �S ) 1. 2. 3. 4, 5. �. � 4 8. 9. �ew �e�r's pa� �. �. �ing, �r. Sizthdau �ema��al �a� _ Z�de�endence �ay Labo� �a� ���n�sgiving D�y ��d��5�t�k�� �TI�$� �hrist�a� �ay Su�h ot��± days irr �zeu o� ha�id�ys a� �1�� ��t� C�+�nci�, �na}� dete�mi�r�e �an�ary � �hir� Mpnda� in ��nua�y Last Mp�day �n �av Ju�� 4 Fz��� Mo�d�y �n ���tem�ea �o�rt� Thur�da� i"+�overn��r F�U��h Fr�Qay 1n ��Ve�be� �ec�rn��� 25 � � �h�n one e�� th� a'�ov� n�r�ed ho��da�s or $ s���i�? �i�?,��av is de���r�d by tn� C�ty Caur��i.1 .��, ��� t-,� c-�-,.:,•da�r� t?;e halidav ` M �.����. :�� �:�s=;_•�r�� o:� trr� gre�ec�r:s� � riday or if x� fa� 1� �r� �urEd�y, it sE��}'_ �e o}�s�±-v�d or� �he �01�o+��.nQ ?�r�n�a�'� �� t,��se e:�p��y��s work�ng o� wo�lc��g ���r opera�ior.s. �m�iov��� w��k�ng �a��n��r �ay �r��r�tions wi�1 consi�er �;�e c��eacar h�� i�ay �,s �h� :�x ;i = :�•�, C�.-�.25 ABB?��`���"��O�S: �l�e�ev��' the �l�bre�tia�for�s dea�.:��� h�r��,� ���ear �r� Cor�t'ract ��ct�ments, the intent ar�d rn8�et�ng sh�ll ba as �o�� o�as = i I � =�5�?a0 - �,���i�an Assaci�t�,on vf �+i�� �tat� ii=c�way Tr�rrs�o� ta�ion O�f i��i�ls �15�£ - P�m���.�an SocFet� o* �xv�� Eng=n��;s . �,�,W - ��1 AC�O�d��C� i�'�xth A�'S:� - A��es�can S��i�ty o� �'�S��.I1� ?'i�j,��r��� � �ir'�i41le�► — �ii�=3��I7 �i�;�� �wJ0��45 As�Dciat�on ASA - �rn�=ic�t� S��r�ards �s�o�za���n I�I - �y�r�,uli� InsLit��,e A�p�i . P�v� . Alvd. �I �y G� ��n. 1�. MH Ma�c . - As�ha�� - �cr�nu� - Bou�e�ar� - �ast Sran - C�n�er L�ne -- �a�van�,zed Froe� � T,ineaa ar L�n��l = 1��und � Mar�ho�e -- Aiax=mum - Mil�ior� ����ons ��; Da�y �:'� - �ub=� F��� p��r Secor�� �`t� ii � � i'�F Y! �.Ity�.a� i'��:i0. " i'�OIiD�: �L31C: '� - ����.�'.7�C�111 R � Radiu� I. D. - in� + d� I}�.am�t�r �.D. - Out��,de Diaa�ete� �le�r. - E1�vation �` - �'ah�e��h�i� C � Cer� � i� � ad� �n. - in�� �'� . - Foot St. -- S��e�� �� - C��:.c �ard �d . - Ya: d �Y - �ct�a: � 7�a�d L. F. - Lin��± � op� D.I. - DL��il� ��oz� �1.-�i (5 } �orzr�s ca� ot�er ��rts a� th� �or�t���t Dacur��nt� w��� be ��r�si��rad as ao�r�x�.mate on�y and wil� �� �s�d for th� ��x`p�se o� comp�r�n� bids �n a un.��o�m b�sis. 1�sy���t w��l be ���e �o t�e �an�}ac�ar ��r on�y th� actzxa� ��an*i�zes of w��rk ��rfo�med �r material� f�rn�s��� in st�ict a�c����n�� wi�h tl�e ��r�t�a�t Do�ur��ntis 2�nc3 P1��� . ��e g�arstit � es o* �ror� �o �e ��r���raed and m�,te�i�ls to �e �urnish�� m�y �� i;��}�ased �r d�creased as �ea��nafte� �x'v�i[ied, t�r�thaut xn �ny way �����xda,�in€� th� t�nit prices b�d o� �n�r ot�er req,xir�men�s �� ��� �ontx�a�t Da��m�nts. ����. � EKA?�Ii�7A"Y'IO:� �F C��'�I�.A��' �Q�F.?i�t�NZ'� A�� ���+E �� p�O.T��T: ��dc�er� a�t� advise� that th� �antr�ct l��cuments oa fil� a�i�l� t�� 4�ir��r sha�l, c�r�stY�ut� a.�I -�rf the zn�orrr«t�on whi�}� �h� Ow�z�r wxlx ��t:�i�;�. �1� aa�ition�� �.�fo�t���ion and c�ata x,rhi�h t�� own�r wi.�,l �uopiy a��e� �romu�ga�iort �; �[�� �ar�a� cor���a�t doc�men�s sha��� b� �ssued ir� �h� ���� �� �ritt�ri acld��t�a �nd sha1� become par� of ti�e �or�t��c� Da�r�r�er�ts ,�t�st as �k�o�g�, su�� a� :�nda w�a ��,ctu�l�� w�,i�te� �nto �.he or ig ina 1 �ot�tr�ct Documen�s, s��d�rs a�s �e�u=ae�� pri�r ta ��e ����� o� �xnd becarne �a�i�.��� w�t� ��e ��ntract �o ume�ts�����vi �� �t�e sit� �� t�� �ro�e�t a�d �xa�ine �ar�fa�I T cortaitions, �o i:�;a:m th�ms���res ��r th��r own irs�ep�r�den� rese�r�� and ir��xest�g2ttivns, �,�s�,s bo�'sr� rr�e�t�s as r�a� be necess�� ta ' `�' a�� �v su�� o��e� ���d���on� w�h� � gai� ��o�z�I��e 3�now��dce o� t�� _ch wx�� �� ez�c�ur�'tez�d du�ing the cor���ru�t,i��n o� �t�� pro��ct, �"he�r r�t�s� �u�g� f�r thems�7.tres ��5� di�ficu�ti�s �� th� w�rk ai�d a�� ,�t�end�.ng ��rc�sms��r��es a���ct�ng ��� cosL o� �ioing tY�� war1� ar th� �i�� r��u�,:ed f�r it� �om�Y���a�, a�td o�tair� a�� in�orrua��.�n r�qui�ed, �� �alc� an intell�g�n� p�o�osa�,. A10 fr��o�ma'tio� gitr�n b�r the �wr�er or an�r ��p����rxt��i;�� of ti�� Owner otl�er ��$n that cor�t���ad in the �ontr�c� ���um�r�ts at�d o£f ici�ll� p�a.���gat�� a�de�da �h�r��a, sha�.l �e �,in�„�ng �p��y �he �wner, ��ddars �hal.1 r��y �xc���i�r��,� �nd �ol��y �po� �h�ir own ��tx.m�t�s, �n�r�s�igat�on� ��sea�rch, t�s�s whi�� aF� n�c�ssar� for ��1� �����omp���e�i����m�ti�r�� ���, �rh�ch t2�� groposa� is ta be �as��, �� �s �u�u�Y�� agr�e� th�� ��� s��m.�ssion of a propo��I is �rir���faci� ev�,��n�� �hat the bidder }�as r�ade the �nv�s�f�at�on�, ��camin�tzans and tes�� h��e�n r��ui��d. C�aims foz� add�tional ��mp�nsatF�n �ue tn .. � Y� � � i � w t L.. �. �� n ��a+ k-�+�i�i 1 t. l�� 'u� �� ����. l� ����i�� 4.���� �� car�str�xction ans� �s �ndi�at�d in tt�e �ontrac� Do�uments �ri�l nat S�� al�ow�d. Th� logs �� ��z� Ho�ir�gs� xf ar��, �I���rir�g on �h� plans ar� �ax� g�ne��� ,�nfo����ior� an�y a�d ��y �ot b� c�rrect. i��zt�ie� �he C��2i�} ��xne±- r�or �he- �ngir�e�� g�arantee that the dat� shown is r���es�n��tive �� �onc��t��ns �x�ic� actual�� ���s�- C�—� . 4 SUSMIT'�I�i� �F PRpPOSAT.: Th� $idd�r sh��? s�:�mit hfs P��pasa� �r� �h� fo�rr� fur :i�h�d �y� tt�� ��„�} . �a� bia�� sp���s applicahl� tn th� �LL;-�y ���� �.�nt�,���d ir� t�� �arm sh�Yl �� �o�cre��l�► ��i��d fr� ar�d t�� �idd�� �s�,�1.3, s���� the pri��s� ��i�t�r� i.n i�tk ir� b�t� worc�s and t��tm�ralsr �ar w�:i�n 1ze �ropo�es '�,o do the w�r1� c�n�emp�a��d o� f��t�ishe th� r�at�� ia�,s reqr�,�r�d . A1�. sucl� p�ic�s sha11 be writt�n �egi���. �n c�s� of d�.sc���anc�r betw��� the pr�ce w�i.tte� ir� w��ds ar�d th� g�ic� w�i,tt�n �r� �um�ra�,�� th� gr�,�� ma�� ac3ttaa�ag�a�s �o th� ��L� sh�ll gover�. � , if a p�oposa7. i� sut�m�.t��ed b� an�� i�d�vi�ual, hi� �r her name m�s� k�e si�r�ed b�r hirn (h�r� o� hi� fh��� dul� author�,ze� �ger�t. �f a propas�l is su�rr.i�t,�d b�► a��.rm, assoc��tio€�, or �3��Ii��S�11L3x F�j� R2„Il� ?:r';'� c�{�C�# _g5 �� G+__Vt; „ - � y � � i�i A � � f� �` •, l, 'r - .. •� �.,. - .-. 1 _ � �. ` � _ J �1 � ? .. � �r � � L7 �r ' µ � � J iLY �.5i ,.. ;.. � V r � � � f���, assoeia�ion, or partnershf�, or ��~� p�=s�n dul�r at�t�l�ori�e�. i� a, pro�osa� �s submi.tte� b�► a�on�anv a� �orp�ra�ioa, t�� cam��,n� �r �ar��rate nam� and ��sin��s a�ci��ss ��,�t �e qiv��,, and th� n�anosal sig�n8d ��r an o��ic�al or du�� a�lthor,iz�a sger�t. Th� ��=�c�ra�e se�� mus� �e �f��.x�d. �oat�� o� �,ttorn��. �uthori��r�g a��n�� �� ����r� to sigr� �ropo�a.� �nr��t �� n�op�r]..v c�rtif�.�� aa�d must be �r� w� iti�g an3 Stl��{'lE'���i1 1,�i�it C:3� ��O��S��. C��� .� ��J��'�'1��?� 4� F�OP�5�L� : Pr�posa�.s �ay be r�,���ted i� th��r stzow ar��r a].GeraL,�o� �� �or�s ar f��t���s, ad�i�iorrs n�t ca�.�ed for,�- �ar,diLiortal or unc��.�ed fo� ����x�r�ate �r�.�,s, in��mplet� l�id�, �rasure�, or �r��gUi ar�'k�e� �� �n�r �C�.n�t or con �ai� �nbalance valtte o� an� �, �:e�tt� . Pro�a��� t�n�ered or deliver�d af��r the o=�ic�a�, t��e des,�gnate� for �ece=nt of pro��sa� sh�� �, b� re��trr�ed �.o tl�e B��3der us��pen��. ���-�.5 B�� �EC[��t�T�: No pro�os�l wi�1 �e considered ur��ess it� is a�cam�an�e� k�� a"�ropasal �e�urit�" o� th� �hara�t�r and iri the aznount indicat�d �.� th� "N'oti�� to ��d�e;s" and tt�e }� r��p���l,'� Th� Sid Securit� is required by �,he �w��r as �vi��n�� o� g�o� f�i�th �n �he p�r� o� �h� Bid�er, ar�d by w��r �f a gu�r2�r�t� ��at �.� �w���ed the contr��t, tk�e Eid�er s�i�� w;.thin ti�� �eqtr�,��d �ime �x�ct�t� a��rmal con�r��t an� �;�,�r�i�h tk�� iequire� p�r�orm��ce and othe�` bae�8s. Tk�e ��,d s���rity of �h� �hree 1owe�t� �idd�z� wi�.z b� ���a�r�e8 �sntil the �on��act i� aw����d or t�ther �is�osit�or� i� t�tade ��i�r�a�. T�� �i� se�urity o� ai� oth�� 1�idd�rs �ay �Oe ��tu�r��d �romgtly a£�.�� the canvass of �ids. ��-2�3? _. ��;� . 7 DELT�I�i�7C �: PF�O�'QSAI.= Idt� �:n�e�s i�. is �eXiv�r�d ac��rn�a�,iea�b� �i�� �� �onsider�� ����rit�r� t� the �F�y Manag�� or h.is ��pre�er��atx���in �h� af��cial p��ce p� bu��.n�s� as ��t �orti� ,in �i�e "No�ice .�o Bsc3�3�rs . R It is t*�e �id�e�' s so.Z� �e�por�s���l�t� to d���v�� the grop�sax �� �he prog�r t�,sn� to �he p�ap�r pxace. Th� ��ct �ha� ����po��� w�s r��,s�a�c�ied w�.�l rtot be cansi� re�� ,T�i� Bidd�� mus� ha+�� t�ie prap�s�l a�tr�2�11y del�,v�:ed. Eact� r���posal- sh�� 1�e i�z a se��ed er�velo � wo�d "PRD�O�A�r" and th� name or c�es�r� Fi�rt�af �h���d +�iti� ;�e des�.gr�ated �i� ��� '"�latice �o Sic�d�rs.� P�'a��ct as add�essed ta ti�� �i��r Man�g�rf C�.t�r ,��Z1� F'����y����'�°e sha�l Le th, T�x�s. ��-� . �} ���`��RAW��� n��PC}�A�� _ Progosa�s actu�l� the ��t�r M��iag�� c�r�a�� be hdr�wn Y i���� w�th op�r��ng p��,po��xs. �, re ues�, ����tor to th� time s�t fa� `� ��n-�oa�ic�erati�� of � pr�nas�� �,�st be ��de ir� wr�ting. a�idr�ssed t� �h� �i��r Mar�ac�er# �a� �iY�d w�.�� h�m ���or ta ��e �im� sat f�� t}�e �pening of grppos���. Af#.er a�� pro��saYs nat r��uested �o� �on--car�szd�ralt�on a�� op�ned a.,�� pu�1�.cly re�� �laud, ti�� gx'�posals fa� �hic�, t�or�-����i��ratian r�c�u�s�� have ���� ��ope��p �iled ���r� �� the optiot� �� ��� �wn�rt be re�,u�r�e�i u nop�n �d , �' � ��-�. � TE���RAPR�� M��I�ICAmIO� ��' P?�DP�S�LS; An� �z�d�er ma�► �nodif� his p��p�sal �y t�Xeg��apk�i� �ommt�n�.ca��or� aw �.ny ��me p r i o� t o �he ���e s� t�ar aper. i rz� �r�pas�Is, �r�v ided s�ci� ��Yeg�ag�ii� ��mr�u:�i�a��,�n is re�e�.v�cl ��r �,i�� �itv Manage� prior to �}t� sa�c� p�opos�� �pe�i�g tits��f and provided f�rt�i�r, t�i�t �l�e �i�� �a��ge� is satisfi�d t�at a��f�te:� arsd du�� . a�x�i�ent�ca��d can�irmati�n o� s�xch t��egrapl��c c�r.timut�i�ation o�r�r �,he s�g€�a��r� o� ��ye bid��r �►*a� ra�iler� grx�r to t�te �ropasa� op�nit�g tit�e. If su�� �on�i�mat�on �,� �ot r���i�r�d w�, t�,�,a �orty�eiqh� � Q8 ) haur� after the �raposal openi ng ti�ne f no �ur�I��# consi�e�at,�ar� �rx�3 be gi�r�� ta the ���pos��. _ � � - � .1 � P U �� �� O��s�� �� OF �RQ�O�AL : P�rapo� �Ys w�i i�h ��ve S�e�rs P� P J.� f.�Ye� a�a fo� wh�ch no "��r��-cor�side�a�ior� �eq��s�" �a� 6�er� r��ei�e� wi�� �e publicl�► o�e��c� �nd �ead �l.c��d by t�� C��� i�anaq�r or his ���,�o��z�d r�p��s�n�ati�r� �t �h� tin�e ar�d p�ac� i�d�c��ed �n �l�� ��vti�e to B�.drlers." �11 �p�ap�sa,�s w�ich hav� been ope;�ed atzd rea� �vi�1 �errra�n o� �i�� �ith t�� Qwne� unt�2 �1�� c�n�r�ct i��s b�e� aw�rd�d. Bidde�s �r tt�e�r au�h�r�aed re�,�t��e�t��i��s ��e inv�tecl to �e gr�s�r�t for t�te �ger�ir�g o� �id�. C��'�. �l �R��G[TLAR FR�P�SA,�,S: Pro��sa�� sY�ail �� corr�id�re� as ��i�g "T���g��a�" i� tl�ey show an�r �mis�i�rss, al����;ior�� r��E ��x`m� a�d�.ti�ns, o� ��nr�itians r�ot ca�x�r� for, ur,ar��Y,�:�zed a��err��,�e i�ids, az �rr�g��asit�i�� of any kir�d. gasae���, ��� C2����1 - D+���� resezves' th� zig�t to wai�r� an� an� alI iar�gul�ritaes a:�d to maic� th� ,�t��d o� th� corstra�t to ��e best in���e�� a� ��i� �k��. '��nde�i�g a ��a�osal af��� the �X�sir�� ?�o+�� �s an ir��c�ularit� wC�ich �an�ot b� �aived. ��-2_ l� D���[�ALI�'��A"����1 ��' 8��1��R5: �ia��is ma�+ �e d�squali�f�a �,r;d ���t#ir prop�sa�s r�o� ��x�sin��er� f�r an�r o; r but not ���ti��d to, �he ����owin� �eason: �. Ftea�ons ��� �e�ie�r�.r►g t�rat co1? =.�s; o;r e�tis�s a�;�ng �i�ders. �. Re���na�;� c�4��z�ds ��� ���i�v�r��, ��-;�ti �:��r bicder is kn�8=es=ed in Fnar� �ha� �ne prc�,�=�1 f�r wo'rk y cont�m�la�ed. _ �. '�h� �r���� h�in� �«,j�„��,���� ... �.. , . . . � 4 � ��j�=ra5i. t�1E �J4Jri�� O� W�l�r� �t3� Orr,�C1�= F[kc�1V'}3e�'I�u3 c�a�� ����.nst a� �� en�age� �r� ].�.�=���iar� ac��insL th� bid�ar. d. '��e �;.ade� be�r�g ir� a=: ear� ar� a�y �x:s�in,� ��nt�ac� or �r�t�,i:;� de��,u?�e�1 on a �.�.�evious �c���a�L. e. �t,� bi�n8r �avi�� g�r�orr��d a gri�t c�r.�;�c� i� �;� 13F:5d��Sr?C}4�� �71�'�"�", •_`, La�k o= �arnge�enc� �� r�ve�led b� �i�e �f�ar�c�al S`$��z1�:1t, �x��'"�.�i'1Cf3 ����;C�� e�:1����:7} SCh$C�•.:�2, and ��c� �:�q�,xri�s as th� O+an�; �n�y 5�� �:,� to m��Ce. g. [1nca�np?e��d wo�rJ� �rl�i�hf ir� the ���c����t �� L+�� QWC1�'_'� �f4Tk�� Tr`i?V�1�� p� �,��ri�a� �`.�1� 17=�Ii1�4 CQI[1; �a�10Ii 4� ��L�`,.i0i3�� WO��C J.� BTrr��fl��. _ E�. The bic�.e� r�o� �i�.ir.g �,x�.th t?�e p�,rz�ar �:�e we�k in ���r�a�� c� t�� h,our �f th� o�en�r�g o� �to�asaJ�s th� ��1' �w�nc� : 1. Fi�ar����� �ta�e�ent showi�� th� f�nar�cia� c�::�,it�.an of the bidder as s�ec��=�d ir� Pa# w "�'" - Specia,�.. �ns�rtacti�ns. �. A��rrent ex�erien�� r�cord s�o�+�nQ e�oec�a��� the pro�ec�� o� � r�ature ��.t�;.Zar �to the or�e under �or���.��ration, which have k���r� ��:�.�ess��� 1}� �orr����te� i�� �he 3id��r. 3. Art eauig�:�:�t s�h�dv.�� showinc� �h� equ��m��t �:G� �i�aar ��s av�ila�,�� : or use an �he p�a����. The S�d �ropasa� �� a b��d.er who� x� �he ju�g;��nt o� t�� En�in�er, is disc�t�aLi�ied u:���� the x'�quir�r�ents s�ated h�reie� r sh�.�1 be s�;. as�de ar�d not ope�xed. ���-2f5} �A�� � � G����A� C���Z�T�NS C3�3 AW��Q A�� EX��UT�ON �F DOC[7�t��S S�CTI{)� C 3- 3 �Tr�'+�r�� .'�.:�'� EXECUT � Obi 0�' DQCC�M�N�S : � 3- 3_ 1 ���5 ��E��'�i Q� OF Pfk�PO�A�S : ��ter ��opos�� � have b�en ��ened ar�d ��ad alou��lt �h� �rapo��ls wi�.�. �e �ab��.a��� a� th� b�sis o� the quo��d pricesr the quan�ities �h�wn it� the �ro��sa�� and t?�e app1�.���ion o� such fo�m��a� or a�h�r ���.�ods o� ���nc�in� i��ms �.a a�or�mon ba�is a� ma� be esta��.�sh�� i� th� co��x���t �o�u.m�n�s. 'T`h� �o��L o�t�in�� ��r ��king the surn af tY�e g:�d�sct� o� uz�it �ric�� qua��d and W1�� es�krt�at�d quar�t�tie� �1us any Lur�p sum � ��ns and such oth�= quo��d ar��u:��� as ma� �r���� it��o ��� �ast o- �h� corn�L�te� oro�ect �a.l� be �or�s��ered as �h� amo�ant a� �i7� �1�. CJn��I. �he award o� ��e �on����t is m�de b�t the O�n�r� �h� ri��� ��1� �e :�sa�;r�� �� �`a���t an� or aI� praoosa�s anc� �a � ve t�ch�ica? ft=es, tv re-ad�r�rtis� for r��w pro�o�als, or �o pro���� �i.�kt �';e �o= �C in 2�r�y r��r�:�er as r�ayb� �a:�s:.�i�r�d fo� th� b�st in���r�s� o� t�h� �wner. �3 �� . � �i�i��TTY �U��NE�S �N'� :��R��E�W�M�'�1-04�Z+1E� BUS���SS �'�'x`=�F?���� �O�iPL�A���': �ontra�tor ag�e�� �o pro�ride to Owr��r, ��p�n �eque�t, �o�p�.ete ar�d �c��rate ir�f�r�tat�ior� �egard.�ng �ctu�� worlt g���o�rmec� b�r a t�'ii.no���� �usin��s En���p��.se {�i�E) ar�d o� � a 4�oman�owrt�� 8u��t��s� Et�t,��p��se (V�F�1? or� ��� cor�: ���� and t:�e payrn�nt tYse�e€or. �ontractar £urt�ie� ag'���s r uoar� r�quest ��r O�r��r, tv a�Iow an� audit and�ar �t� eacami�a��or� o� �:�v bo�k�� ��cards* or f�.��s in th� �osse�s�on �� �ot��ract�� �hat wi.11 subst�ntxa�e �h� a��ua� warlc ��r��r�ed by �k�� M�E or Y�HE. An�r mate���1 �x�s��p��se�ta��.oz� of ar�� �at�xr� �ill �e c��c�ur��s fv� t�rtz�in�,ti�n o� the �o[����ct �nd �or �nit�a��r�g �ir�� a�t�on un�ier ap��o�ri�t� f�der�i� state or ��c�,I. laws an� or�3ir�ance� �e�atir�g �o €�lse s��t��rn�nt�; furt3�e�t an� su�� �nisr�presentati�n ma�► be gro�sr�ds for c3isqua��,�i��G�.an of ��n�rac�.�� �,t pwner"s �is�re�ion for �iddir�g o� ft�t;��e ��r�t�rac�s +�rith th� Own�r fa�' $��r10� o� �ime �_ �at less 4n�n six { � ) �m�nt�s. �3T3.3 EQCIA� ��iPLO�CME�'� P�t�VI��Ot�S: The �v���C2��tor sha7.�. cornp�y with �ur��nt �,�ty ��d�r�a��e pr�h�.b��in� d�.scrimi�a�xvr� in �m�l�yment pr���ices. C3-3 ��} Th� �ontra�to�• s�a�,� p�s� t�e r�qui��d nati�e �a �hat ri or� tk�� ��oje�t s�t�, ar��, �t h.�s r�ques�, w�.Il �e ��f�:..t as�is�ance b�r �he �it� af �'�r� Wq�th's E���I E���ovi�ed O�fice� wMc� wi�l re��r an� ����i��ed ���licah� he m� ��oy��nt �i�� �� his o,��i�� t� the �ontr�cto�. p, ��av� �;� �� a�qu� �ed from �i�e Equ�,� �mg�oy�ertt �f��ce=��i�'�e no��ces rra;� �3�3. �'�ITH�R��A�, Og P1�OPQ���.�! J���er a pra��sa�, has b��n r�a3 �� �h� p�rn�r it �annat �� �,r�t�dr�wt� b fo�t���?tre (�5? �a�xs after t�� da�� � the Bidder with�� w�,�� op���d. on which t�xe g�apo�a�s �3-3.5 �G�#A�� pF ���T���"�': '�he Ov�rn�: res��ves the x'ight �o wit�tho�d�ina? a�t�ort ori th� �rogos�Zs ���- � r�as�nable �im� r��� to �x��ed forty-five ��5) ���rs ��t�r �he c�aL� �� t�peni�t� pro�a��,1s, and i'r� r�� ��ent �ri�Z a� ,�w�� it�t���tig�t��r�s hav� ��e�, �ade as to �h� x�esgatz�i��l ��r f�t�e t�roposed awa=de�. T�e �wa�`� o` t�e c�ntract, xf �n a�raY� i� rr��de, w��� �� to �he �ow�s; at�d �es� x��so�n���,�e �,�ad�a , 'z' � e �wa� �. o€ t;�� c�n ��a c� s?�a I1 r��� bec�m� e�f �c�i ve �zn t' Qwr�e� I�as r�o�if ;�d �h� c�r��xa���� in wzi�in � �I �he g �a s�c� aw�r�. �� 3 -� 3 . � R�,`"r'F7r�N ��' p?�OP�S }�iir S��T�r�I$'I�S : ; r�ce tv�a�s h�v� ��a� d�t�rra���d far com��z�sa����as��dsp��h� �w�'� �ay, a� x�� dis�r�tion, ,���ur� �he praposa� �ecu�it� wh�ch ac�ornpani�� �he pr�a����s w�i��ir in ��s j��gm�txtf wat�ld not i�� considered for the a�rard. �ect�r�ties f �rs;�a�l� tt�as� �� �he ����; �,ow��t �ida� s,� w� ���be ��ta�ned by th� Owt�er un�i� t�te �equir�d �or���ac� h�s �e�r� �x�cut�d an� ��nd ���ni�he� o� th� �r�ne# d i��as �d o� the �i��, af�e� whic�s t�e� w.�l� �e �et�r�ned��� tt�e �i�y Se��et�r�r. C3-3 , 7 130ND� = �Jit�h tt�e ex�cu�ion �r�d d�lit��ry o� �he �ontr��t Do�um�r�ts, th� ��n���,ct�r sha�.� �u���.sh ta, ar�d £;Ye +„ri�h the Dwne� ir� the �r�oun�s he���,� r��u�red, �he fo��owing ��nds: �• p�'RF���Ar��� g���: aA good at�d s��ffic�,er�t g���o��aanc� 1�ond zn ar� amo�tnt n�t ��ss th�n ��0 pe��en� �f the arno�r�t of tt�e car�t�a�t, as etr��e���d �� �he �rop�sa� ta��t��,tiar� a� �th��wi�e, g+��rant�eing t�e ���� ��d �ait�hEu.� e�cecut�on o� ��e w��k and g��c�ormar��e of th� edntr�ct f a�d �o� t;�� p*'dt��tio�x of �h� Dwner and a11 o�h�r p��s��s aqa�n�� damage by r�ason of rteq�igen,c� of th� �a:�tract��, ar �irnpr��er �x��u�ton �� �he work ar �he us� of ir����i�� rnat�ria�s. T�tis per��rman�e C3-3 (2) �onri sha�i g�arar�t�� �he pa�r�e�t for �� 1�.abo�, materxals, equipzr��r�t, sugp���s, ��� serv���s u�ed irt �k�� cons��ucti�r� o� t�e wo��, an� st�a�� rer��i� in ��1� force and ����ct t��ti�. provis�ons �� abave st�.g�xlate� a�e ��cc�rr�gli.sh�c� ar�d �ina� paymen� is n�aci� o:� tae praj��t b}� the �it}�. b. t����TEt��N�E �0��: A good ��� su��icz�nt - maint��anc� hor�dr ir� the az��ur�t �: n�t ��ss ��az� .�.�Q perc�n� o� �he arn�t�nt of the �ont����., �s ��t�.der�e� b� �he pr�po�a� tabuJ.aLion a� �Lhe;wise, guar�nteein� ��e �rom�t, fu].1 anc faith�u� performance �� �h� gen���,� gua�ant�r wh_�� �,s se'� w for�?� in pa��,c��aph �8�8.10. �, ���'��t�� SQN�: � c�oad ar�d su��i��er�t �av^ter�� ��nd, in �,-� ����nt �ot �e�s th�n IQ� per; A�} of t�� aatour�t of �he cor��rac�� �� �vider�ced �y the �ra���al t��ul�,tion �r o�herw���, gu�rar:���;,ng th� pr��pt, ��xll and fa�.th�.u� �ay�t��t �f �,1� ���;�aats as d��i:�eti� in Art�cle �1�4r k�ev�sed C��r�� �wa�ut�s o� T�xas, i9�5, as �re��r�cied by 8�+�s� B��1 344 Ac�s 5Cth �,��isY�turer Re��l.ar �essiant 1959, ����cti.v� A��'il �7, ��59� and��r �he 1a���� trers��n th��8o�, s�tap3.ying labar an� r�at���als in �h� p�osa��:=�or� �a t�e wa�k provid��l fo� in th� �ontr�ct ���n� cons wructed �znc��� th�es e s��c�z"�catiar.s . P2�m��t Har�d �hall re�naa.n ir� �o��e un��.l a11 ga�men�s as a�o�re s�i�+u�.ated are �ade, �. OTFfV� �O�]��: 5��� oth�� bonds ss mav �� r�cxui=e� �y �::e�� �ont�act Do�ume;�ts �hal� be r;��:�ish�d by t�e ��r��iacto�. �?o sur�ti�s w��� �e ��c��t�d ��r �.h� O�ane� wh�c:� a:� at the tirn8 in defaul� ar delint�u�r�� �n a.�� �ands o� which ��e i�����s�ec� �,s� any� �l�lt��t1013 ac�ains� ��e own�r. All I�an�s �ha�� be r�ad� �� th� �o�rns �uxnisY�et� h� the Owr�er and sha�l be ex�cut�� b� an apgrov�c� suret�r compan�r doin� �usi���s �.�, t�he Cit� of Fart i�Torth,, Texas, �n� whic� i� a��ept���� �� �h� ow�rer . Irx ord�r �o b� ac�e�tabl�, t�e name of the �ux�t� sh�xll 1�� �r,c�.u�ad or� t�� c�r�cer,t U. �. Tr��su�y �,��t af �cceota�le s�x�eti�s, and t�e amour�t o£ ban� w�itt�r� ��r a:��r ane ac�eptable co�tpa:�y �1�a11 no� ��€ce�d th� amaun� s�owr� �n �h� 'i`x�asur� l�.s� for tt��� compan�r, ���� �ortd sh�21 be g�op��ly e����a�ed �� both ti�� C��t�a�tvr and S�a���� �om�ar��r. Should an� sux�e�y or� th� con��a�� �e det�rma.r�ec� un�atis�actary a� �n}� ��m� by ��� pwt�er, noti�� wi1.� be g��r�r� �h� ��nt��,cto� t� ��tat e���c� an� �h� �or�tr�c�or sk�a11 imane�i�t��.� p�ovid,e a C�-3 {�) ne�r s�t�e�y sa�is�acto�}� to ��� C?�rrr�r. �a p�vne�� wz�,l �� �nade unc�e� �h� cont�act ur���l �he n�w su��ty �� sur���es, �s ��q�ix��d, Y�ave qua�i�i�� ar�� h�ve i�eet� �c�ept�d 1�y th� p�;ner. �'he c�ntract sh��? n�t b� �p��at��,� �o� �i? 1 an cue o� paxd t�n�il a�prova�. o� �he ]�or��s b � P�Ym�n�s �� �* �I�e O�r�x�r . �3--3.9 E�CE�tJm�Oir' OF ���TRAC'�; G�Ti��in t�e:� (�.01 da�s ��ter tE�e Ownex h�s by ap�rp�ri�te ���olut��n, or otherwise, �wazde� tha c�e���a��, tI�e �ontr��to� s��ll. ��ce�ut� a�d fi�e �r�.tt� th� Owner �h� �ontx�a�t and s�ch b�r��s as ut�� h� requi��d in th� ��ntx�a�t DOCuz�e�7ts . �� �a��± a�t ��a�.� i�e ��nc3ing u�or� tk�� owr��r un�il i,C has b��i� ��t�steti b�► tY�� City ��creta��r, a��ro�r�d as �o ��r� �nd �egality �y th� ��ty Attorne�r� sr�d ��c��ut�d �o� t�e Owner �� �- �h�r th� May�r �� C�Cy t��nag�r. �3-�. � FAI�UR�' �`� ��[ECi�T� �OI�ITR�ICT: Th� �ai��}� o£ �he �wa=�,e� �a �.�cecut� t�i� r�c��tired �bon� or �anr�� or �� s�gn th� r��ttired �ont�ac� �rith�r� ��� ( 1 p } ��]rs a�ter �h� ��ntrae� is a�,►arde� sh���, b� ��n�i3e�`�d by the O�r,er as �� a�a�n�or��;�r�t �z h�s p��posa�, an� ��� O��er ma� annul t�� A�wa�a, $�r reas�n o` �h� un��sta�n�� �f t,he rr���]c�t p�i�es �� m�teri�l a�:d lal�or� �nd �t b�i:�c� �mora�ti�ab�� arxd di�f ��u�� t� �c�t�ra�.e� �r �e��x�zttie�� th� �r��;�n� o� d�irt�ag�s �c��r�t�g to the 4wn�r ��r reas�r� a£ sai� aw��a��'s f�,z�u�� to e�c�cute s��.d �o:��s and c�r�t�act wi�h�r� ��r� ��,0� c�ays{ ti�� p�aposal s��uritr� ac�omn�nyipg �t�� pro�a��l ����,I be t�� agre�d amaun� o� d�rnages w�ic� pw�,�r wi,�� su���r k�y �easort o� such �at�.u}� �r� �h� part o� the Aw�rd�e �,nd s�'xa�.l tk��rets�on imm�di�te�.y be ;o������� to the Owr���, � Th� f��ing of � Frapas�� wi�1 �e �ans�de�ed as �� a��e�t2�z�ce �: �k��s pr�v�si�r� �,� ��e Sidd�r. ���3. �.0 �����?���� WO}��: Tk�e Con�r�cto� sh��� �ot comn��nc� rArork urxt�.1 at��l�pr�xe x� �,�rrit�in� t� do s� �� t�ie Ow�er. S?��t��d �h� Contra�toz� ���� �,o �aramen�e woa�k �� the sft� �f �h� pr��e�t wi�i��.a tk�� talm� s�i�u�,�tecl �n �h� wx�t��n au�har��ation usu��Ly t��ra�d �h� "Waric �r�ex�" o� *P�o���� Orrier"t it i� agr�ad ti��� ��e �ure�y Cor�p�.n�r w,iY�, w���hit� te�t {1D) da�rs aft�r ��� ec�mm��cer�xer�t d��.e s�� ����� i� su�I� written �,uth��i��t��n, commer�ce �i�e ph���c�l �xecut�,on o� �l�e cor�trac�. C3-� _ 1� ��SURA�TC�: ��� �an��a��a� sh�ll �a� c��m�n�� w�r]c ur�c�� this can�s�,ct un�i� he ha� ���aine� ��� t�� ir.st�rar�ce req�ired ur�c��r the �oa�r�ct �ocum�rxts, and suct� ins��aztc� has �een app�o�x�� �y kh� O+ane�. '�'he grime �orstra�kor shaZ� be r�apo:�si�ie �o� d�liv�r�r�g to th� Own�� �.he sub-can�x�ac�o�'s" C3�3 (� 1 �er�i�i.cate af ,ir�su�an�e ��r �p�i�val. �'he p�rime �o��rac�v�e sh�Yl irsc�i�ate �n tl�e �erti�ic�,�a of ins�ran�� ir�c�;��e� Y� t�� d�c�smerr�� €o�' ex8cu���;� whe�hei �r not �is it���t�anc� cov��s ���--c���z�act�rs. it is ��e in�entiot� of tY�e �wr��* ��,at th� ir�su�a�c� c�v�r�g� r�q,�ired her�xn sh�ll ir�cz�d� the �o�erag� of ax�. su�-c�ntra���x��. �. �Q�i: EI�SAT�ON IN�t�R�hT�E: The �or�t���t�r sh�1� . rna�nt�ir�, �u�-ing �Y�� life o� this co��ract� Wa�k�r� ` C�rnpensat�,an Zr�suraz��e �a �! 1 0� h�s �mp�oye�s to be engag�ed in worlc on t,Ize proj�ct ur�d�r �hi� c�nt��ct, and for all su�-cofl��ac�oas. zr: c�s� ar��► �,��ss o� �znpla�re�s engaged in h��arda�x's ��� ;� ='� �h� p� o j C� � un der th�s �antr�c � i� no� � gro���t�d und�r tha Wor]cer� r r�o��,n� �-} :_ _ .. ,� :, �.._ �,f�.•.�c��..+� ��1�.L.1 �.i�C���1{1� 8R@C�713�� �:11����12��5 aertb�a? �=�,�i��t� ir���tran�� fo�' �I�e pr�t�^:.i�r� of suc[� o� h;� �irrt�I����s �i�t so p�at�c�ed. �. C�;�!p�t�&��t���lE ������I� T�TA���,x'I`� I�S[���l1�CE: �':�� C��Lr����; st�ali procure ar�d shal� m� r,t�;,n d�,:i i:�� the 1i��� of th�s contr�.--w �c; :_=a�tax's Corng��h,�x�s;��� �enera� I�iabzl�ty �r:s;����ce {p�b�.�c �.iab�.�i�� a�r� Property� �amage Ir�s;�r��,c�) in art amour�t no� �ess tl�an �5 �0, �QO �o�r�r� r�g �ac� ac�urrenc� on a�c�un4 af �odily ir���r�r� i:��1ud�;�g �ieat�, an�l ir� �n �rnot��� not ��s� th�a �500, Qi�� ���'�rin� e��?� o�cu�� er�ce o� ac�aut�� o� pro��=�y da�as�� s��t.'� �2�0O���QQ um�r���� po�i�� cov�rag�. c. ADD�TIO�T�L LI���I,I'�'.: - �he ��ntr�.ctqr sha? �. - ��xrr�:.s� ins�ra��e a.s s�pa���� �oli�i�s ar b�r �dditiot�al �r�c�,orserneat to one o� tl�e abo;re-rtt�,-��iot�ed policies, and �r� th� ar�oun# as set i�rth �or public 1��?�i�.���► and prope��}� �amag�, t�r� �o��o�r�:�� ir�surartc�: � �. �ont�ngee�t �,iability �covers �e:��x�1 contractor' � Liabilit� �or �,�ts o� s�ia��antr�ctors? . �. H�astingr pria� to �r�y ���$�,�.rtc� b�ing �on�. �. �oll��se c�� buiZ�ir�g� �r str'uc�ur�s �d�acent to �x��va��on ( if ex�avatxo�s are to be ��rfo�m�d �,d�jacerlt �o sarn�} . 4. D�ma€�e �o ut�derg��und u��lities �o� �50Q,��0. C3-� (a� �. S�i�c3er�s �r.�sk �w�i�,�� above-��ounr3 structuies ar� involve�d ) . � 5. �or��r�,ctu�� Liabi���y €covers a�� ir:d�z�nifi�a�ion require��nts o� Con�rac�7. d. AQ'i'0!'40BTLE ���iJ�tAI�I�� - 80DZLY II+I�iJF�'� ��ID �!�O�ER'_'Y DAMA��: '�he �ortti acto� �ha�� pr��ur� ar�d ma�n� a� n� dur��n�� �1�� life o� tl��s Cont��c�. Comvre�en�F+re _ Auto�na��.le Li�bi�.��]�► �t�s�ran�e ,ir� an amou�,t no� i�ss thar� ���0, OOA for i�j���e� �r�c�.t�ding ��cide�t�a�. de��h t� at��r ar�e gers�n and sub�e�t to � th� same �imi.t ��� �ac� p��sort � an arnount r��t 1ps� tl�ar� �5p�,�q0 0� a�co�r�t o£ �ne a�c�d�r�t, and a�stamo�i,l� �ro��rty �ar��g� ia�urar�c� in an amount nat �.�s� tk�ar� $100, 40� . e. S��PE OF �I��[J�tA�#�E AI�1� SF�E���L �AZA�D: Th� _ �nsurat�c� r��uired ur�der �he ab�ve gar�g#�ghs ,�ha1� p�ovide ���a���� -p�otecti�r� �o� ti�e C�ntracwor �,�� h�s su�-�ontx�a���rs, r��pe��i�re�yt a�airts� ����ge c3ai�ns w�,�ch rr��y ��is� from oper��ians u��er �2�is con�ra��, whetk�er ��ch oper�ti�ns b� b� ��� �nsu=e� or ��► �t��one di����l� ��r iad�re�t�� �r����o�-�d �y t�ir�� a*�d a��a again�� a��r o€ t,he £o�.Io�►�r�g sve�i�? 1����,r�s t�hich may' b� en��unte�ed �� t�� ��;�orm�:tc� o€ �he ��r�t��ct . � f. �'ROO�' OF G`A1�F�zAC�E �k' I��U'�A��'E: Th� �oY1�ra�t�� s�ia�l f+��r�ish the O�rt�� wit}� satisf�c���Y p�oof o� �ov�rag� ]��r ���u�an�� rec�uired in these .�on�r��� Do�ume€�t� �� amour�ts �nd b�► �arri��rs sa��.sf���ory �o the O�n�r. (�am��e attached. ? �.�� i:��uran�� re�ui��r��:�ts made upon ��� �or�t�ac��� sh�1Z ap�lY to �i�� ��b-�o�����tor, shou�d ti�� �rim� ��ntrac�o�"s �ns+��a�sc� not �o^��r �E�� �u����n�racta�" s w��J� aperati�n�. �. LOC�1�, AG��ij'� FOF� IIdSiJ�A��E �iA1I1 BD�D�1�1G: '!'�e insura:��e ��d bandir�g co�n�anies w��i� whorcr ��e Cos��ra��or's �nst���a�� and per�armarsc�, paym�r�t, ma,ia��nat�ce �r�d a�l �u�h oth�r bon�s �re written s�;al�. �,� �e�r�s�r� �ed by �� ac�ent �� a��nts haering an of�:�� �.�c��e� wi�hin �h� �ity 3,imits of the �3-3 �6} �i�.}� _of �ort Y�ox-�h� '�'a�rae�t �ot�ni�r� �'e�c�s. Ea�h s��h ar�en� sh,a11 be a d,u.ly qua.���i��,, one �por� �rhor� serv:��e o� pra�ess m�� �e had� an� t�e�st �ave autharit�r ��d pow�� �o ac� at� �e���� af th� ir�s��ar:c� �nci�or �az�d�.r�g �o�xoan�r t� ne�,ot�.a�.� a►�d s�ttl� wi�h �t�� �ity �� �'�rt Wnr�F-:, �+* ��•• otize� c].ai.m�n�, �ny �laims �hat t�i� �i�v cr :o; � Wor�h �� other cl��mant �r at��► �rogert�r o�rn�� w?�o ha� be�r� _ �ar��t�e�, rna� have aga�r�st t�� �a€�; r�ctor, �ns�,�az���, arsd��r bor��ing comp�,n�+. �� �h� l�cal f nsurance r�presentative is r�o� s� erono�+er�d �}� the insuran��► c��r �onding �o�pan�.�s� �her� s�s�h a��h��ri.��► rteust be ��sted in a�,oca� ager�� or cla:.ms �ffice� res�di€�� in th� MeLrop�.�x, t�i� F�r� W��th-�allas Y ar�a. �h� name o� th� ag�r�t or ��er�ts si��,�]. �� ��Y _ � , .. • • _ ,,, LL , . „ ' ' ' " :,.,.. �_ _ � �,L ��J +..+i in�u�ance. � 3- 3. I� �O�T"�F�A�TOR ` 5 4SL I�ATZ �1�� : Ur�de�r the Con t�c��t ���i e Ct��ntractor ���,i� �a� f�� alJ� m�.teria�.s, �,�bor and S�rV1C�5 WR�fl �il�. ��—�.�� S+I��I{�'.� ��'�����: .al C�S�]«�].�� C:Q�7� �� �3��1 D$��Q�.� co��r�.ng �a�rrner�t o� �rag�s �.n all �ersan en�ag�d in wo=k on the project at �C�� si�e oi �he p�aje�t shai� o� fr��� i���c� �.o �h� �wner "� �epr�s�r�t�tive w��k��,�, set��z� � 7) da�s a��e� :h� cl�s� o� �ach payroll period. �, cap� or cor�xes o� the anniica��e ��.r��r�um �ra� r�a�a� �� se ��or t� i:� th� �ontr�c� D��um�nts �h�11 �� Jcept pa�t3� in a c�nsni��o�as pla�� a* ��� sit� o= t�e nrv�e�� at al� ��rnes durin� �he �aurs� o� th� ��n�zac�. �opies o� tl�e�wa�r� rat�s w�1]. �e f�rni.sh�d� the ��nL=actor. b� the Owfle=; howe���, ����.�r�g and, protectivn o� t'�� waqe rat�s �k�all b� the r�s�ons��i? i��r o� th� �or�t�a�t�r. � � �- � , 1 � �O�VTE���TQ� F S �O�I�1�A�'� AD�iI��STRAT���: An� Co��r�c�o�, wk��t�e� a peason, �ersor�s� pa�tn�rsh�ip, ����ar��, ����t, a�sociatian, �o���r���or� or othe� wl�a is app=oved �o do bus �ness wi�� a��3 enters in�o a�ont�r�,ct with the C�.Gy ��� �onstru���or� �f wa��r ar�d�or sar���a�� s�+��� ��ciliti�s� wi.l� hav� �� shall �stab�.ish a full� �pezatianal busia�s� o��i�� ��.�.hir� the F��� Wc�rth-D���as metto�olxtan are�,. Ti�� �or���actor sh.�11 c'�ar�e, d��ega=e, �r a�s�igr� �h�s orfi�e (or l�e tr�a� del�ga�e �:;s ��t�����. ��tg�rin�.ena€�r.�� wiL� €u�J. �,��.�cr�x�� t�o trans�ct �t�� busir�#�s a�tions reQ�si�et� �� �.he �ar�orrnanc� o� �;�� �an�ra�t. This Io�al au�i�ori��r sha�i 3�� am�d� x�es�vnsi��.� �� a�t �ar the Cont�ac�or in a�� tn�t��rs ra�r�aie�ing �o the wark gov'err�ed k�y �he �ont���� w;�eth�� it �� adrn��xi��rativ� �r o���rwise �r�d as su�h sha��, b� em�o�a���d, �nus d��egat�d �;td, tiirect�d� ta se��1� a�l rnate;i�t r labaz or oth�r expe;����u��s, �1.1 c�air�s �c�airs��. the wo�k �; any a�h�r C3�� �7} t�at��r a�s��iated such a� �ainta�n�.nq ad��uat� ar�d agp�ro�r#at� in�urance or �ec�rit�► �over�g� ¢ar th� g�oj��L. ��tci� �ocal ��th��it� for adr�ir��st�atio� �� the �ro�'k ur�d�� th� �o�tract shaL�. b� mainta�r�ed t�n��l al1 btxsir,ess txar�sac�z�ns ex�cut�d as ���t a� tt�e ��n; r�c� are �orngY�t� . �hould �he C�ntracGor's przt��iga� bas� o� op�r�t�or�s be oth�r than zn th� �'v�t Wp��C�-Da.���� rr�etrog����an a�e�, na�i�i�ation o� the ��n��a�t�r `s assignaien� o� la��l ��tth�orit� s�ial� be m�.de �� wri�ing ta the �agx�x��� in ��van�e �� an� w�rk �� t�e px`oject, ��� apptop��.ate��r s�,gn�� an� s�ale�, �s a��1���,bl�� �� ��e Cor�tr��tor's r�sp��xsa�ble �f�i�ers wx�h �h� unde��tandir�g that th�� written ass�gnment o€ autk�ori�y to � 1���� re��es�r�tativ� sha�� be�or�te par� �f �h� proj���. ��*�iacti a� �hougi� �ourr�d c�xse�tZy into th� ��oj��t docttmer�ts. Th� �r�t�n�, af tY���� req:��r�tn�nts �s that �I1 ma�t�rs �,��a��a;�d wi�h tl�e �onttact�r's ad�n? n�strs�ion, wh�th�r �t �� ar;.�;;te3 �n ��rtk��r�r�g th� work, ar o���r f b� g�v�rned direY� �y �,o��� � u t h� � i t�► . �h i s s�r�t� r esxu i�em�rt � i s i�m�as �� on it�su�ar��� ��� sur�t�r ca�r�rag�. S�ou7.� t�� ��ntractcar�s ��c�� rep=�s�r.t���v� ���1 �o g�r�or� �o t�e �at�.��action o� Eng�r�e��r �he £rrg{r�eer, at h�s sol� �is�ret�.onr ma� d�rnan� th�,t su�h lacal r�p��s�nt��ive �ae repl��ed and t�e �r�gi�e�� ma�r. a� his so�e dis��-etic�z�, s�ap ��1 �rork t�nt�� a flew Ioc�� au�ho��.t� sa.ti��actvey �a tY�e ��gin��r xs assign�d. �Ia �r�d�� �of working tir�� wi,�� be �o� pe�iads in wh�.ch woric s�o��a��s aF� ir� e�fe�� fo� �his Fe�s�n, ��-� .�5 V'��UE� �T�r�ra� o� an�r a�tior� ��reir�un���r s�all he ex��u�i�re�y ;�n �ar: �r�t �at��t�, T�x�s. - C3-� � 8 } PP�RT � - �Et��RP,L ����IT�pt�� �4-4 ��0�� OF WOR�C S�.C'�iDt� C4-�4 ��QP� Q� L�C�RK C�i-_4.1 I�TE�T 0�` �D1�T�tA�'�' �OCi�lwfEt�TS� It is t�e de��r��.t� �r�t��ti�n �f t�tes� Contra�t Do�uments to �r�vide ��r � �omp�et�, u���ul. proj�ct whi�h t1�e �or�tra�tar ur�d���,���s �� �ons�ruct or f�rr�ish, ali �.r� full comp��ance w�,th the ��guir��et��� and ir�tent o� t3�e �ar�tr��t �oc�lm�r�ts. It i� c��finit��� ur�de�rs�o�� tha� �kxe Contract�r shal� do all �ro�k as p�a�ri�ed �o� ih t}�e ��ntr�ct i?���rn�ntsr sha�l 8a �?? �x}r,� ar sp���,a� }+�ork as �t��r �� cons�.der�d, by th� �wner as �ec��s�._'v to cam����e the ,pto���ct in a s�tis����or� afld ��cc�pLa'��e mar�ne�. "��� ��r�tractor sha�7., �r�le�s o���rwis� �pe�if ical�y s�ated in t�ies� �o�tra�t �oc*.xm��ts, ��1�h1SY1 ��1 �,ab��, ��ols� �a��riaZ�, machir�ery, eq��.�rn�;��t spe��,�l serxri�es, at�d incid+�t�l� n���ssar� �� the pr��ecut�ar� and �t�mp�etion o� the ��oj�c�, ��-� .� S�E��AF� PFkOVI�IO��: Should ari�r w��}� o� c�n��ti.ons +►�th�.ct� a�� not t�a��tsg�l� ��xd s�����a�t❑r��y stipul�t�d �r c�v�red b� �ena�ai ar S�eci�.�. Cor�ditian� of th�se �or�t�a�� D�cument� �� �r��ic;?at��, or sh��7.d the�e be ar,y ad��.�ior�a�, o�apvsed work w±�i�� is not �o�re�e� by' ���se C�nt�act Dc��uzner��.s, �h�n "�v�ci��. F�ov�sions" �over��c� a�.l sttch w�rk +�i 11 be pr�pared �y �he �wn�r pa�ev�ous t� �,he �irn� o� rec�iv��g bi.ds or p�o��sa�s �v� such �rork and �urriished �o t�he 8�da,er i� t�e �orrrr a= Ac,d�r�da. A? I su�i� "5p�ci�1 P�ovi�i���� sria�� b� c�r,side��d t�o be a��rt o� th� ��ntract �o�:�za�r��s �u�� as 4h�ug� t��y w�re ���c�i�a� ��r wri��en th�:eir�. �4-��.� I��'R�.'r'�S�'�1 0'.� ��Ck�E�.S�?� QLTA�'h�'1'���: i�7� Ow:7�� ��9��'V�5 t�� �i�ht ta �,���i th� quantit�es o� th� �or7c to be �erf�rme� o� L� e���r�ti ar sh�rter� the im�rovemer�ts a� �t�y time wh�n ar�d �s f�u�nd to �e r�ece�����, and t�ie �an�ra��.or sk�a�� ��±�form the work as al,te��d, i�crease3 �� dec�eas�� at the t�nit p����s. Su�h �nc��ased o� d�c:ea��d q�antit�► shall. na� k�� ma�e �han �� nercent o� th,� cont�r�gl��e� �ut�r�t��� of su�h a�t�r� �r iterr�s. 5^��ien su�h cha�qes ir�tir��s� or de��ea�� the origir�al �r��n��ty o� sr�� it�m or �,��ms of wor� to �� dofle o� r�ater�,a�s �o b� �u;nisk��� t�� th� �� perc�r�� or mo�e, �k��r� eithe� pa�'L� t� tt�� cont���� sha�1 uQ�n �r�i�tan �e���s� �o �l�� othe� partiy �� entitled �a a r�vised �or�si��ra�ior� upor� �h�t ��,rt�.on o� �k�� work above o� hel.ow t�e 2� �erc�r�t o� the �rig:,na� qu�.r���t� sta�ed in t�� ��rapasa�.� such rev���d �ortsid��ation to �e de��r�ined by sp��ia� a�r��m��nt a� as hereina�ter �rovided f�r "E�c�.ra Wo�7c." N� a7.l�war��� wil� b� rnade �ar an�r chang�� in an��cip���d p���its r�o� �I�a�I �u�h �k�ar�ge� �e ��nsidered as ��-� ( k. ) �-aivir�g ar �r�era�lida��r�g any ��ndi.tions or �ro�isxons a� t�he Cc�ntract �q��smerrts . V�� i.ati�ns �n quan�it��s �� s�zxitary sew�r �,ipes ;r� n���h �a�egari��, �ha].1 �e �nt�rpre��d ��r�i�x as �ppl�r��g to �he �v�ra��, quantities ar sanitar� s�w�r p�.pe in each pip� ��,a�, �ut not �� the r�2�riou� depth categor�e� . C4 �� . 4 A�,T�RA'T1��N OF �D�T`�RC'�` I�D��II���I�'�: E�r Ch�ng� Ord�� t t#�� �wner �es�rve� �h� r�.g�t to �tak� such �l�an�es in the �ontx`ac� D�cuments ��nd ia �he �h���.�t�er o� c�ua�t��i��s of �Y�� �►ar3c as ma� b� nacessary c�� des��cab1� to ir��ure carng�et�an in tk�e most satisfact���r manr��r, p����d�� su�h changes d� rto� �aat�riall.y al��r ��i� �riginal �on�ract Docu�zt�r�t� oar ��ian�� �he gen�ral r��x�ur� o€ the proje�t as � w�iol�. Su�� �hang�� s��ll no� b� �ons�dered as �r�iving �� inval.id��ing an� can��t�,on or pro��,��,ot� af t�� C�r�t�a�� Dacurn�nts. C�i-4.5 ��TRA W�: Add��ion�I wosk rnar�� r�ece�s�3ry �� char,ges �n� �lt�ra�ior�s a= th,� �o�tr�ct �oc�trn�n�s �� o� qt�an4��ies or for ath�� ��asor�s ��or ��ii�k� �� p�i�es are pr��rided in tY�e ��nt���� Documet��.s, sh�11 be �e�in�d as "���ra FTork"r a�xd sha1X be �e��arm�d b� �he ��nt�ract�r in a��or�ance w#t!� the��e ��rntr�c� ��cum��nts or aopr�aver3 �dditions t�ex'eto; nra�t�.�,e�, how�ver � th�t ba��re an� e�c�r� ��rk �� b�gut� a"�ha:�g� Ord�='° sh��� �e exe�t��ed or writte� r�rder i���t�d h�r ti�e Own�r �o do the worlc �or �ay�tter�t� �� tredi�t� as sha�,� b� d�te�m.�n�d I�y +ane o� raa�e ��mbir�a�ion �� t�� fo�lo�ring rn�thods: � �� []r�i,t �id pri�� pr�via�s�.� ap�roved. �►" �g=��� l.umt� sarn. c. The �c�u�,� r�a�o�,abie �os� �f {Z) ��,�ar, {�) �enta� o� equ�p�te�� �ts�d ax� �h� �x�ra wark for ti�� �ime �t� �x�ed at ���oci�te� �ene��� Cantr���ors of Am�ri�� curr�s�� equ�pm�r� t rent�►1 rat�s; f 3 i m�teri�ls er�t��rir�g parm�t�r��xt�� �t�to tk�� gra�e��f ar�c� (4 i ac��al �ost o� i�sur�r�ce, bo���, and s��ka� se�t��it� as de�e�'ru�n�d �y the Owr�er, p�us a���e� fee to be a��e�d upofl �ut �ot to �xce�d �Q� of the 2��tua1 cos� o� suc� e�t�ra wor�. "�h� �,�xed fee is no� to in���d� any �d���io�x�� pro��� to th� '�'—�""- -` - ' r -- - - v . � � . . � , _ . ��.' � --. .....� r ti.. ti �. w+.. �w�tia�te..ic.+.. ���a�6. .r� a1�.�1 Gtiikl u��� jfar t�� �x�.ra work . T?�a �e� s�,a�l be €u��, a�d cosnp���e �o�►p�nsati�n t� �cv�� �he �ost a£ superinten�3enc� f overh�ad, oth�� g�ofit, g�tt��al and ali �the� �xp�ns� rsot iac��tded �,� (� } r ��1 , ( 3 � , ��d ( � } �b�v�. �`h� C��ntra��or ���1�, keep acctt�a�� c�s t �re�ards an tl�e ��r�t ar�� irs t�ie r��th�d C4-4 ��? ��ggestet� b� th� Owr�er ar�d s�iali give �1�� Dwne� acce�s �o aXJ� a��oun�s, �i�],st vouch�t�s, ar�d r�c�rds x�el��ing �o th� Ext�a i�p�k. i�o ��h�r�g� �rd�r" sh�2� become ��f��ti�t� untix �.� has be�n anpro�Ted .�:�:1 �i��w� b�r ea�I� o� t�e C�r�tr�ct��g �ar�i�s, i�o c1a�r[� ��r E�ctra 4��x�k of an�r ?�in8 sai�1 �� �ll,�wed �n��s� a�der�d �.�n wr��,ing k��r th� ��rt��r. In c�,�e an� ord�rs o� in�tr��tions, ei�her o�a� �� wr� t��r�, ap�ea� �a t?�e �at�trac��r �� inv��ve Ext�a wor�C f�r which h� sh���� ,��c�i�� �om��nsation� h� sha�I m�3ce �ri��,en r�g��st t� �h� E�gi�e�r for w�i��en ord�rs authosiz inr� su�h Extra ��rlc, p��or �o ��c�inning s�ck� w�rr�# �hou�d a di��erer��� aris� as- to w�,�t do�s or d�es ��t con�titute ��c�ra S�arlc, or a� to t%� pa�ment ti�er�o�, ar�d the �������� �i��3}rti�� ���i4 ��� ��:�f�`��T','.�F!�a� ;L1� ��rS�i��l.�� ����� ..���C'�--.rl „•; a.: t .-. v'. _ � . , � . .' , � x�qu�st fa� �t�i��,�n o}d�xs and �h��l }c��� an a��urat�� a�caurt o� �h� a�w;�a� :_ r�ason���,� cast t?��reo� as pro�id�� �,nd�r met�od ��t�m � 1, �laiams €or e��ra �aor� w�.1.7. r,at be paid t�r���ss tre �antra�to� �ha11 �i�� his claim w��k� the O�txer w�.thi� fiv� ( 5) �a�rs . b��Eore t�� ti.r�� �or �akir�g �he f��s� �stirnat� a�t�r ���h wo�l� i.� don� an� ur���ss th� �Za�.m i� surxpo�ted ��► sa�is�a��o��r • �ro�ci���s a:td c�r���i�d g�,�r�o�ls ��t��ri�ng ��i �aaor ar.d trsat�Yia�� e�cp�na�d ta�an �h� s�i� �,x�ra *�To��. The ��r.�ra��c�r �;�al� �u�r�i�h tk�� Ov�ner �uch ins�a�.].a��.�n reco��s a� a�Y ��viat�,or�s �r�r� th� �ri�iaal �a��rac� 13ac�m�n�� as m�y �� n�ces�ary to er����e �h� Ow-:er ;a �rapar� fo� �ar��n�n� re�o�d a car�e�Ge� set of �lans �howi�g� th� ac�t��� in�tal�a�.ior�, . The �o�per�s��.ion �areed u��r► �c�r 'ext�� s��rk" �h���er o� t�o� �z�i�tiat�� k��► �`c�ar�g� o��er' shall b� a fu��, co�n�let� an� €in�l p3ym�r�t fo;, al.l �ost� ��r��ract�r �nct�rs �� ��r�su�.t o� x`e�atir�g to the �eh�r�ge o� ex�ra w�r'I�� wi�eti��r said ����s a�e 1cr���,�tt�, unJcr�awn, f�:�s�e� or �tnf�r��e�n a� tt�a� t?m�, �.ncluding wi��ottt �im�.ta�i�n� an�r �osts for de1��� e�ttar��ed overh�ad� rip�l� a� impa�t �ost, or ar�� a�h�� effe�t an ��h�,n�ed ai ur��h�,r�ged w�rk as a resu�t or tn� c?�anr�� �r e�cWra work. �4-4.G 5�:��'�T��,� OF �PE?�ATIp�T�: Be�are ��t�mee��;,r�g a:r� �,toi;c u,nd�,� thi� can��a�4t the Contr����� �ha�� s�r�mf t�o tC�� �w��r �,rid r�cei�� the O+�r��r' s approva�, t��zec�f, a"�ch�dui� of Oper�ti�ris�� show�.ng ��r a st��,�gh� line me�t�od tl�� dat� �� comr��r�cing artd fi��.���ng each �f th� znajor el�m�n�s of t�� ��rr��a�t. �`f�e,�� shaJ.� �� a].s� shawr� the est�ra�te� mont;��y �a�t� of work �or whi�h e�tim�t�� ��e ta �e ex�e���d. T%er� �4-�i {3� ., sha�.� }�e gre��nt�d also a�omp�site gr�ph s�owx�q th� �,nt�,cipate� px�og�r�ss �f corss�ruct�.ot� �rxt� tl�� t;�„�e �eing p���t�d h�ri��nCa�l� at�d �h� percent�ge ai c�rn���ti�n ��ot�e� v�r�,�cal�y. Tt�� pr�gr�ss e�r�r�s sh��Z b� grega4�d on 8-I f�° x I.J." s�e�t� an� �t i���� �ir�e ��a�k or ��t�e lin� �rints sha:�l be �u�ni���d t�o �h� 4wn�r. . G�-� .� ��O�R��� SCA�I}UL�� �'OFt Tr,TATER 1��� S�W�� FL]�NT ��►�I�,��T�S: �it}�ir� ��n {i�) d��rs priar to sub�zs�i��n of first� moz�th�Y P����'ess p��r��rt�� tY�e C�ntra�tor s�a��. pr��a�e and st�l��nit �,a �I�e Owrt�r f�r app��va� ��x cop�.�s �� �he sci��du�� i� w�i�� �he Corxtra�t�� prapcs�s �o ���r� �r� t�� �ro�'k, t�he $a�� o� whi�h h� t�ri11. st��t t�e s�v��al ma�ar a�t�vi��es {inczu�ing proc��em�rxt o� rrE�.t��i�1s �quipmertt} �nd tt�� ��n��mt�1�t�� cla��s �or �ar��I��xr�g th� sam�. TY�� sc�edu�e sh,al�. �� �,�t �he £�rm a� � t�,r�e s��iedui� �ri��cal P��h �i��hod (C�M) r�e�.wox'S� di�gr�r�. �s tk�e �or7t progr�s�e�, th,e �or�tr�ct�� st1a�� ertt�r or� �he dia�ram t}�e �ct�al �roc��ess a� th� end of ea�h p�r���l p�y,�en� p�riad or at su�h �nt�rvals as d�re�ted h�r �,I�� �ngir�e�r. �he �ot�tracto� si�a�� a�s� re�ri�e tk�� sch��ule t� r���,�ct �n� ad�rastm�r�ts ir� c�r��r��� ���� a�p;o�ed by �.�e Enc�i,ne�r. '*`hree copi��s af the t�pdat�d sc�edule �hal� be de�i���ed a� su�h in�er�rals a� dt,r��te�i by the �wn�r. �s a ,z��n�rnur�, the �ons�r�t���on s�he�u3.� st�a��. �a�orp�ratie . ��l wo�k �����nti� ar�d a���vi�i�s ind�ca�ed �a �;�e pro�os�l and �r� �he �echz�i��,� �neci��c��i�rx�. ���.ar to the ��t�al �,ra���r�g af t1�� de�ai��d c��st�uct��n sch�c�u],�, ��ie Co�t�a�La� sh�,�l r�view �,h� �:�ft s�hedule w�.th �he Er�g�ne�� �o e�x�ur� �h� Con��act�r"s �n�e��t�nd#ng of the �ontract r�q�ir�m�n�s, '�'he �o��o�rir�g gu�delines �h��,1 be �dh��e� �� ir� �r�pa�ir�g th� car�s�ru�tiot� ��h��u�e; � a. �i��s�or�e c��a��s ar�d �ina� pro�e��, �o�p�etior� dates sita�� �e deve��pe� �o �on,�orm to time �or�s��ai:�ts� s�q�er�ci�g rec�ts��ements ar�d comgl�tior� tirn�. �. "�he con�tru�t�,�n pr��ess sh�la be div�d�d� in�o activities wi�h ��.m� duratior�s of a�gra�cimat�ly f�urt�er� �14 ) d��r� ��� �vn�tru�tior� valt��s r�a� to ex�eed �S�,�U�. ��hricat�an, d�liv�ery ar�d submit�a� a�ti��ti�s �re �x���t�ans to ti�i� guide��.r��. �4-4 (4} �. au�a���n� sha11 �� in �a��nda� day� and na�m�� hali�ays �n� weather �or�d� tio�s a�x�r tt�� du�ation of th� cor�tra�t sf�a�,]. �� a�co�n�ed �or �rt�hin �h� �ur�Lion �� �ach a�tivity. d. r�ne �ri�;��a� pa�% shall �e �how:� or� th� c�ns��uc"io� sc��d�tl�. e. x�oa� tim� �.s de��.n�d as th� �,t�our�� �� tim� .b�tw��� the e�rl�t�s� ��art d�t� and �he ��test s�.a�t aat� of a�hain �� a�tivit��� �f th� ��M canstruc��c�n s�?��du�.�. �'�.oat �im� �.s n�t ;:o� �l�e e�cclus�v� use or bes�e�z� �f eit��r �he CanLr�.��or • o�- t�� O�r��� . �. "Fh�.rtv da��s �h��.� b� used f��r su�m�tC�al review LI:1.'.�SS o�.ze�4i1S� 5�.�.�C' r���. - fih� �ans��u��i.�n schedu�� �h�.11 as a min:.rnum �e c��rid�d into �e�x��a� catn�o��.�s as 1fi�1C��c'�� in �Y�� Fr��osa1 �r�d T?c;�n���.l �g�c.��ica�ior�s and ea�h ge�xe=a1 categor_� sha�i �e b�o]��n da�r:� ir:Lo a��i�riti�� in �nouch d��a� 1 to a�� iev� �C��Vi�l$5 OI d,:���)4'_i���@�'f ��L:� �a2:: {�.�i} 4�YS �L'r�til�il. ' �`or �a�n g�ne��l ca��go;�►� LY�e c.�rs�tuc�ion s�n� ;r=� �ha� � . i��nti��r a�1 ��aces o� subc�ntracts w�ose �;o=k is ��nr�������' �� �c�ivitie� t��� f�l�.ow ��� qu�ce?tines �� • ��11.5 ��cti�:7. �`or �ach a� tha t��des or ��t��or.�r�c�s, �.;�e co::s �;;�c�i�a �c�ecit�Ie �ha�r i*�d�.ca�e �t�e �o��owi�g �nr�cur���n�s, con� =ruc�=on a:x� �= eacc�pt�n�� �c��it�� �ies a�� ev�n ts i*� tize;� lo�i��� s���er.ce fo� ea�i�:nent and rr4a�e���? s, 1. ���ga��ti�n a+�^ tr�r�sr��.t��.l v= s�t�r�i��a? s. �. �uami���1, ��view �eriods. �". �h�p �abrica�i�n �,nd de�.iver�r. � . r.r��tior� �{ =: �ta? latior.. . �. Transmit�a� of mar�u�a�Yur�r's a�e�a�i�n a�,d rn?.intanan�� a.n��r;�ct�ons. � �, i:ts�alled eaui�rn�s�� �nd r��*�►rial� t�s�ir�g. 7 . Owr��r ° s �v����a� �,�s�r�x�t��n ( i� �g�li��ble � . � . �'iCi�� kI35��C��QR7. ��1-d € � � �. O��ra�ior�a� t�stin�- 10. �'inaX irrs���ti�an. I�� �.r� th� op�niarr o� tFt� O�.rn�r, wox�k acco��,'_i��ed €a��s be'��nd that sch�du�ed, the �antra�tor sh��,1 take su�h �c��on as ne���sary �� z�pr��� �i� prog�es�. Y� a�n{tian, ��,e Dwn�r m�� rec��ir� t�� �ontra�t�� ta st�br�it a revfs�d � c���u1� demor�stx�ating I�i� p�o iarn a�xd p�op�sed plan to xna4c� u� ��� �; n� ch,�c�u �.ed �r�g�e� s�a n d t o z n s u�e c�r�� 1 e t i o n af the �aorlc w�t�in the c�ntr�,ct ti�e. �� �h� ��,n�r �ir�as t�� p��p�s�r] ��ar� no� a��eptaL���ex he r�r�y r���i=� the �or�tYa.cto� ta incr�as� �l�e wo�k ��rcet tY�e construct�on plant and �qu,iprne:�t, t�h� nura��� o� �orlc 'si�3 ��s �r �he overtim� [rpe�a�i�ns wi�ha�t ���i�ior�a� �os� ta �?�e �wr:er. �aiJ.�tre a� th� Cor��}actor to ��mpiy wi�i� ����� �ec�i_en��ts shal�. �� c�nside��d qrounc�s �or det�r�� r���i�n �y �he Owr��r t�at ��e �oe�t�a�toz is �a,��i�g ta prose�ute ��te wo;k �►ri�h such 3i�ic��n�� �s �ri�.� i�su�e zts comp����,ar� �ri�hir� the time s�eci�i�d, . ��-4 �5} ���'�' � � GEN�RA�, C����TIONS �5-5 CQ1�#'TRC}� �� WOFtiC P��TfJ �iA"�ERIA�.� �EC'�"��N �5-� CQt�'i'R�L QF #�?01�I{ AND MA'TER�AL� ��-5, 1 A�T�Oft�T7� OF �N��.t�E�F�:, �`}�� wark sh�,Z1 be ����or��� �� the s3tisf��ti�r� o� t�e �r�gir�eer �txd �.n stri�t c��t�l�ar��� with t%e Cont�ac't Dacumen�s. Ft� �h���, d��id� all c�ues�ians wh�.ch arise a� �o t�ie c�ua�a.��► ��,d a�cep�a�x�it�r o� rnat,�rial.s fur�i�h�dr wvxF� �e��orm�d, r��� o� gx�og4es� o� t�e work� o�erai3, sequ�nce a� �h� cr�ns�ruct,��on,' xnt��pr�t�t��fl af t�ie �`rsn�.��C� �C��-+,�r..�L14� 3:�: �?L�:J�� f�i�.�ll�.�rt�i�� �� �h� C011trd��, , �arn��r�s�t3o�, �eutua� rigl�ts ����t��r� �ontrac��r �r,� �wn�� ut���r th�s� �on�*�act Docum���s � st��ert��sion �f ��� work, resu:n�tion o� or�eration�, and al�. oth�r q��st�ons or d� s��t�s �rhxcl� �a� ��ise. �t�c�ir�eer will n�� be re�gor.sib].e fo� �an�.ra�����s �n�aas, m��l�ods, �echnic�ues, s�qu�*��es or pro�eduaes of con�truct�or�, ox' th� saiet� pr��a�x��or� and p�ogr��t� inci��t�t th�rator ar�� k�e wi�� r�ot b� � es�arts i�? e�or Contr��t�: ' s ��i�ur� to ��rform the �aorl� i.n �cca�dan�� �ai�h the ��nt�a�ct - dac u�r��r� �� , . re shall dewerrnine t'�e amn�tr,t a�xd �u�lity v_` tk�� w�}1c ��rr��le�e� ar��' nzt�ria�� fur�ish=�, ar�d ��� d�c? s? a:rs and est�ma,tes �ha�1 be �iaa�.. P.is e��imat�s a.n s�ach �vert� s:�a].�. be a cond�t� ot, to ��,� �ig�� of t1�� Contrac�or �o r�c�i�r� m�r�e� ��e h�m �zt�der t�e C�ntrac�. T�ie Dwn�r st���� ha�� �x��utive a�thar£t�r �a enforc� ar�d r��3ce ef�'���iv� such n����sary d�c�s�or�s and ord�rs as the �ar�t����ar �a�.�s �o c�rr�r o�� prom��ly. I�t th,e ��r�n� a� a�sy di�pute �etw�en �he �r;�in��r �r�d ��nt�a���r o�r�r th� d�ci.sior� o� tl�� Er�g�r���� on a�ny suc�r ma�k.e��, th� �n�ir���,� m�xst, •�*i�hir� � r�asona��e Gi��{ u�on writt�r� req��st of th� �ontra���r, �end�r �,�d �eliver� to bot� th� O�an�r and Con��actor, 2� w�it�en �e��sion o� t�e ma��et it� ��rt�rov���y. G�-5.2 C�t�FpR�iIT� w�,Ts ���3��; The ��r�is��d �ro�act �n all cas�s �haZ� cor�,�a��tt wit�i l�.nes� grades, cross-se��i�r,sx f inish r an� di,��nsio�s s�awn o�n th� �rlan� o� any ot��z r�����r�:�ents oth�rwis� ci�sc�ib�� ia th,� �or��ract Do��t�e�ts . F�►r�� deviat�o� from th� �ppr�ved �or��r�ct Docum�r��� r�q�i�ed bp t�e �nc��r�e�� dt�ring cons�ructi�r� wil� i� aJ,� cas�� b� det�rminec� h� the E�gzn��r ar�d �,��.�c�ri��� ��r �he Q�r:�er by Char�g� ��der. C�—S ( � } C5-�S, � CO��D��TA�'I�� QF �pNT�AC�' D���M�i�?'�; �}�� ��ntract Dv�umen�s �r� m�d� +ip �f �e��ral se��i�r�s, whici�, �aken t��etY�es f ar� int��ded to d�s�r � i�e �nd pr�v�de for a c��n����e and �se��� p�oje�t, and ��y requirern�rsts ��pea�ing in an� of t�,e sect�vns �s as �ir�ding �s tk��ugh it occ�,::�� ir� a?�. s�c�ior�s. in case o� c�iscrepa�ncies, �igured dxr����xo� �halz �av�rn ov�� s�a]��d dim�n�i�ns, p��n� sh��,� gov�rr� �ver s���x�i�at��ns, s���i�l ��ndi��,or�� sha�l go�r�r�, �ver get��ra� cand�tians and s�ar�darc� sp�cif�c�t�,ons, ar�� quar��ities shown on �h� p�ans s�ai� c�overr� ��rer those si�owr� �r� th� �p�o�osal, 'Y'�te Cont;a��tvr sh��I z��t t�lc� �dva�t��ge of an� ap�ar�nt err�r a� om.zss�on ,irr �he Con�ract Dac�m�fl�s, ar�d t�te ��rne; sha�� �� �e�`r�i�ted to mak� such �orr������� �r in��rpre�.a�i�ns �s may be de�m�d n��essab� far tk�e fu�£i�imerxt a�' th� i.;�ter�t of �.he Can��a�t D��um�n�s . �r� t�� �ver�� ��e �a�Lr�ct�x d�,�c�vers an apn���;�� ��r�r or d,iscr��ar�c�r, h� s�a��. ir�m#�iat�l�r call �h�,s c��d�t,iatx �o t�ie a�tention o� th� ��gine��. In �i�e �ver�t o� a con�Zic� in th� dr��rin��, s��ci��ca��,or�s, v� ot��r �art��;�s �g the �ar�tr2�ct Docu�ents w�i�cl� were n�t r�ported �ri�r to the a+��r� o� ��ntra��, ��e �r��t��ctor sha�l b� ���m�d to ��ve quo�et� �h� �ost �x�ez�si�� �e�o,�t�tivr� vf �he ��nfl,zc�. C�-5_ d�OO�ERATZb� OF COt��Ft��Tp�: The �o�ttac�or wi3.� �� fu�nis�x�3 w±�� t�,,:�e se�� of �n� ���tract �ocume�t�s an� s�a�.l ?�atr8 a�r����bl� on th� sit� �� �h� pro��c� �� al� ��r�e� aa�e se� �� suc� �ontra�t ��c�t�es�ts . ��� �ontr�ct sha�� gi�r� �o th� �ro�k the car�stan� a�t�ntion r�ece�sa;� to �aci�it��e t�� �rv�ress t�ereo� at�� sh�,�1 �ao�era�.e wi�h �he Engin�er, h�.s �r��p��tr�r, �nd atix�r �or���actars i*� �v���r �r��s�b�.e wa�. � The �ontr�ct�r �ha�Y at aY� t�m�� hav� �orr�p�t�r�;, ���sor�n��. a��,��ab�� �� �he gr���ct site �ar pro�er ger�orman�� of th� work, The �ar�t;a�to� �ha�� pro�r��e and mait��ai�, ai ��� �,�r�t�s �� the site of t�e proj�ct a�v��ete��� ��g��s�-sp�ak�ng s�pe��ntendea� and an ass��ta�x� who ��� fu�ly aut}Sa��aed to act as �Y�� �ontr���or' s�ger�t ort �he �ork. S�xck� s���r�n�endent an� h�s ass�st�r�t sri�l� �� capsb].� of reac��ng and �snd�rs�anding �he �qr���a�� Do�;aments ar�� �h�1� r��eive an� �u? ��i3. i,r;struc�,�or�s �r�rn th,� �w��r, t�e Et�g�n�err a� ��s a��h��'iaed ��p��sen�ativ�s. Fur�u�nt to �h�s resport�ibxli�p o� the �on�r���or� �Y�e �c�r�tr�cto� st�a�� d�si,gnat� i� wr�tirtg �o t�� proj��t superi���ndent, to a�t as tl�e C�r�tractor' � �g�nt on the w�r�, Such ass�st�r�t �a�o�e�t �t�periaten3en� sl�a1�, b� � res�.der�t �f '�ar�ant �outr�t�rr �e��s ��� s#�a�1 be subj��t �o �a?�, as �s t�� grp�ec� �uperir�t�nd�at, at �,ny time o� the da� ar n�g�t p�t an� d��r o�' th� we�l� on whi�t� the E�ginee� c��termir�es �hat circrsm��artc�s x��qui�e �he presence on 4�e p���ect sxt� �� a r�pz�es�r�tati�re o� the �an��a��or t� �5�5 ��) an�au��e��r provid� fo�` �i�� sa��ty or �o�ven,�ence of �he �ta�relin� �ublic a� �h� �w,rn��� o£ pro�erty ��ross w2��ct� the pra��c� e�ct��ds ��e tt�� �a�et�r of pr�p���,y cont�s�uo�s �� ��� p���e�t �outir�g. 'T'he �oz��ra�tc�r �ha�l provide al� �acilities to er�aE�I.e ��e Er,gir�e�� and hi� �.r�sp�ct�r t�a e�camin� and Yn��ect the wo�kmansh�p �r�d mat���a�s er�terin� irr�o �he wor7�. ��--� . 5 ��!�R�Et�C7[ A�A�QFt R�CTIF��ATl�Q�1 4�oFtFC: f�h�n, ir� ��� o�i�ion t�� �h� Owner ar �ngine�x', �, ��n�j.tiot� oa �m�rqenc�r �xi.�t� re1��.�� �� �,ny par� o� t;�� �r�r�k� the Con���cr�r, or th� C�ntra��o� throu�i� hfs design��ed �epresen,�a*iv�, ��a��� �espa�,� w��h d�s�atc� t� a v�r�a� ��qu�st made b�r t:�� D+�r:�r o� �nc�inee� �o al��viat� th� erne��g�n�y cond��io�. S�ch a respons� s��al�, o�cr�r da� ar r��.gh�, whe�h�r th� �roject i� s ck�e��ale� an a c�� �nd�,�-�day or on a wo�king�day i�as? s. �hould ��Ze Cos�tr��to� �ail to �r��par�d to a re��rest ��orn th� Engin��z �.o r��tf€� an� d�s�r�pan����, �;nissions� or cor��c�ians n���s�a�� �� ��r�for� �ri�h �h� �es�ui�e:�e€��s o� �,h� p,�o���t ���cifications ar p].an� , th� Eng�.�ne�r sl�a7.� give �h,e �or�tra�tor writ��n na�i�e that �uct� wnrk or char�c��s are �.o be �e�forr�e�. '?`�8 �r*-i�t�n not�.�e shall di�e�t a�te��4an t,� ��� di�cr�pant �ondi�.;:a� and reaue�t �Y�e �arat_ac�.�r �� ta�Ce ���edia� �,��i.on �� corre�� th,e cor�dition. Ia �he ev�nt tl�e Con��ac�.or does n�t �a}€� po�ttive �t�ps ;o fuYfi�l thi� w��tt�n r�qu�st, �r do�s not �how ��,s� caus� �c�r noti ta��r�g th� prop�a a�*ioR f wa.�l�ir, � 4 �,aurs r the C��.�► mav tak� �ueh �r�m�dial a�t�,on w�.�h Ci�y fo���� ox b�r �an�ra��. �he �it�r sha�.l the� d�du�� a� amvunt e��ta� �� t1�e en�ire ��s�� �or such �e�n�d�a� a��i�n, p�us ���� from an� func�s dr�e th� Contra�t�r �z� th� proj��t. c5�-� .� F�ET�D OF}�CE: Th� �o�n�rac�or shal� pto�ri��, a� r�a �x�ra compen���io�, ar� at�et�txat� �i�1d �f�ice �or use of th� Erigir��er, i,f sp��ific�ll� ca��„�d far. Th� field o�=ice sh��� �e r�ot �e�s �,han 1� ��y 14 �eet in �loor azear s�:��ta��i��l� �on,�tructed{ we11 hea�ed, ai� con�i�iorte�, l��ht�d+ and �,re�th�r-pr���, �o �ha� doc�ments vri�,l n�t �e damag�� b� �he $ l. �i{32 il i S . G�-� . 7 �Ot��'�RE1CT�0� S'�A1�E� : TY�e �ity, �hrougk� i�s Eng�r��er, - wi�� furnis� t�� �on�ractor yr�.t� a�l Zin�S, �r�d�s, ��xd mea��t�er�ents neces�a�y to the g�ope� �rose�utior� ,�nd control " o� the �orl� �an�r�;,t�d fo� u.r�d�r these Contra�t �o�u�ner�ts, ar�d _. ��r�es, grad,e� a�d me�sur��ent� wi,_� b� �st�bl;shed �y means of s�a3c�s a� other �ustam��y metho� o� �ma�kinc� as may �� f�ur�d - c�n�istent w��� good p�ac�i�e. �5-5 � 3 ? '�`hes� s���Ces �r markirsgs sh�.�� be ��t s���i�i�r�t�y in ��var�r� o€ c�ns�ru��i�n vperations �o av�id �e�ay. S�c� s��3c�s or m��'kir�c�s �s rn�y be est��lished �v� �he �ont��c��rts use or g�id���e ��al� k�e pr�s�r�r��, b� t�� �an�r�3ctor un��l i�e �s aut�orize� by t;�� ���,�nee} to remove �h�rn, whe�t��►�r, ir� �h� o��nfon of th� Et�g?n�er# �r��r s�al�c�s ar �t�,rk�ngs ?��,v� ���� ��r���s��� ar wil�fu�ly de��.ro�redi C�1S�Ll���C�, o� remaveti b�+ ti�e ��ntr�cto� o,� an�r o� h�s er�tplc��r�es t Che f��� �o�t of �ep�acing s�tch st�kes �� rr�a�J�s p��� �5� ��1� he ch�rq�d �qains� tY�� ��ntrs�to�', and t�he �ta1.�. amout�t wilY �ae dedu���d �resrn paym�nt �1�� t�t� ��r��r��tar, � 5 -5 , $ AL�"i`I�O�t�'�.`�' A�1D AC7fiI�� �F CI'Y'�.' �i�i�F��'14Q :�: �i t.�r ��sp�c��rs �ai�,� be au�}�or�,�ed to ir�,spe�t a�� w�rk cone ��d to b� d�r�e and �1� rn��er�,a�s ��t�n�s3�ed. �uch ir�sp��tion a�a� �xtead �o �1I. o�' an} �ar� �� t�,� �r�rk, �t�d �.he �re����ti�n �ar man��ac�u�i:�g o; �he m�te�i�ls �a be us�d �� ec��=pment t� �� installed. ��+ �y Ir�sp�c�or zna�r �� st�,tiot�ed �t� t�e wor3� ta r�port �o �he Ertgin��r �s to th� p�og'���s o,� the w�ak and th� 3r:�r�r��r in wt��c�i i� �s b�ing p��far��di to r�par� ��}� ev�c�er�e� 'tl�at th� materfa?� b�ir�c� �urr��.s��d oar �he wo�r�C b�in� g��f��r��d by the �ontr�ct�r �ai�s to ���,�i�� �,�� r��u�,�er�ents o� �h� C�z��ract. A�c�xnan�s, ar�c� to �a3�. t�� atten�i.on, o� ��� �on�racta� �o a�y su�� fa�Zur� ar other �.r��r�r����,ents. �uclz �r�s�e�tion o�r la�k af i.nsp�ction �vi�l aot �e�iev� the Cant�actor �rar�t an� ok��iqatian to perf��zn th� �a�]c ��in acco��an�e w,i�� �he r�crai���en�� o� th� �ot�tract D�cum�r�ts. Ir� �ase �f �„�� d+'_�p�tte ��is�r�g I�etw�e.n t�ie �crntract�r �r�d t�� �ity Insp�ctar as �o th� ma�er,�a�s �r �qui���nt f�rraisb�d or ��i� mann�� o� ��rfs�rmi�g t�e w�rk{ tize �ity �r�s������� wi�� ha�r� au�.h�rit�� to rej�ct ra�t�ri�,l� �r ec��t`j,a���t �o susp�nd wax�l� un�i� th� a�e�t�on �� is�u� cart be ref�rr�d tv afld �� c�ecided ��r t�t� :,zg��eex. �`h� �it� ��spe�t�r wi11 n�t, how�v�x'� b� ��th��iz�� tcs re�rok�, al��r, �n��r�e, or r�lease a�y x�qu�r��p,�.r�t of �he�e Cc�r�tr�c� i��cumet���, �c�r ta ��pra�t� o�r accep�. an�r �o�tion or s�ctior� of �he wo�lt, �or to issue ar�y in��r�xc�io�s �on�rar�r to the r�quirements of th,e �o�trac� Dacu�uer���. �e w�1],. in t�o �as� ac� as super��tend�n� ar for��an o�r ��r��rm ar�y �ther dtz�ies f�r t�� �oa���c�or� o,� �nter��se wi�h t�e mana�emen� or operat�,on o� t�e w�rk, Fte wi��. not a���pt from t�� ���tr�,cto� ar�� comp�nsatior� irt ar��' form ��r per�orrnkng any ri�ztfe�. �'h� �antract�r shall re���d �r�d o�e�t �he �3Yre�tions artd �as�ru�txarts o� the C���r �nspe�to� or Er�c�ineer wh�n tl�� sa�ne ase corxsistent w�.th tI�e �bl�ga�i�s�s �f ��e �o�tr�,�t 1�o�r�r�x�n��, �ro�rid�d, how�ver, sh�uld �k�e Cor��rac��r o��ect to �r�p ����rs ar i.nstr�ct�ar�s �� the �i�� �r�sp���a�f th� �oz�t��ctor may s,�it��n si� d��rs s3nalce �t�eittet� aap�al to the Er�gxne�� �or hi� de��.sian on �he t�at��� in carttr�v�rs� - C5-S { 4 ) ��-5.9 �t��PE��T�I�: �}�e �ont�a�to�' s�a�]� �urr�i�h �l�e Er��i�ee�' �.�rith ��er� ��ason�bl� �aci�ity �or asc�r�air�a.ng �rh�the� or r�o� tt�� �ror1� as p�z*o�m�d �� in a��o�d,ance with t�e r�quiremer�ts of ��e Cort�r�,c� Doc�trr����s. �f t1�e Engi��e� so requestis, �Ys� �nr�t,z�act�r shall{ �,� any t�me ��for� acceptanc� of tl�e work� rem�ve or ur��over s��� portion o� the �ie��sh�d w�rk as ma�r �e �ir�ct�r�. Aft�� �xamin�tior�, th� �antra�;ar s�rali res�o�� �aid po��ior.s af tkx� work to �he st�r�d�,�d r�qux; �� by tY�e �antra�t {Documeflts. ��ou1d th� �r�rk e�pas�d or exarn�n�d ptc�r�e a�ce��ab�e, �h� uncoverx�g or removfng ar�d rep��cing of ��ie coverir�g �� making ��od af th� garts r�r��v�d sh��� k�e gaid �o� �s �xtr� w�,r�, ��� snou�� be wor� so e�c�osed o� e�tam�ned pr�ve �o b� �n�c��atal�l�r t,�� u^�o��r�.�� o� removinr ,.*�� tr� fi��'awing v� a1l a�j�cen� �iefe�t�.v� �r riamag��t p�,�ts sh��7. 1�� a� th� Contractor r s �x��r�s�. �o w�t`k s:-4aI1. �� don� or mat�r�als us�d wi�ho�t suitahl.� stiper�risi�€� or in�pe�tion. ��-- 5,� p 1�£!+10V�� 0�' DEF�C'd'I�7� ��iD IJ�TA���iOR� ZED W�RI{ : AJ � work � - rnate�xals, o� �q�4�,prn�nt wh��h has b�en �eae��ed sha�l �� r�z�edied �r rem�v�d and rep�a�ed �n ar� a��ep�ab� e m�r�ner �� ' the �on�ractor at h�s own �x��r�s�. �?o�]c done b�yor�d th� �ir�es an� gr�8es giv�n o� �s shown, oa tk�e pl�n� f e�tc��� a� I�e*'�in s���i���a11�r ���v�d�c�f �r an� E�ctra wor]c �or�� �tit�aut wri.���n - �u��o��t�r, wi�l be �ot�sider�� as unau�horizad a:�d dor�� at tt�e �x�e:�se. of the �on�rac��r and, w�11 no� i�� pai.d for b�r the � �wn�� . �'ork �o dor�e rna� be o�dear�d �e�nov�� �� the . �ontractor' s�x�er�se. �pan t�� �a��ure or� t�� part o� �he �o�tra���r to co��].� with. ar�� ard��= of �h� Engi���r r�ad� un�er ° the pro�ri.�i�ns o� ��is paragrap�,, the Engin�8r will have �he au�horit� �.o �a,��e �ef�ctive �aar]t ta be r��ed;.ed �r �e�ove� a�r�d r�placed and ur���thori��� wc�r�C to b� re€��ved, a�d ��� c�s� . � 1� e� e a f rr. _�r �� decx���d f ram ar��r tnor� � y du� �r to ��com� c�ue to tF�� �an�a �ct��. Fai�ure t� rec�ui�� th� �e�ov�,l of an�► defecti�r� ar una�,�ha��zec� �ror}c shal� n�t �o�stitut� a�ceptan�e o € �u�� �,rar3�s . �S_-5 . �� �CJB�����TE �SIs►TE��AIr� E�R �QVIP�i��T: I� the �pe�if ica�,ions � ��w, orcli.t�anc�, �t�des or �rec�ul.�rtia�s permz � ��nt���tor to �u::���fn or us� a s��stit��e ti�at �.s equ�I t� �rry m�tar�.a� �r �quiprr��n� spe�if i�d t and �� C����actar wish�s �o �urt�isl� o�' �se a grop�s�� stt�stitut�x he s��Z�, �ri�� to �h� gr��o�s�ru�ti�r� c�n�er�n�e, znake wr�t�en a��lic�tion Lo E�i�Iti�Eft fa� a�nz�o�r�� o� s�ct� su''as��.t�tte ��r�if�r�n� in wr�tinc� that th� propo�ed substi�ut� wi��. �er�c�rm �deqt�at���r ti�� ��r��C�.ar�s �a�1e� �ar ��r �he g�ne��,7, d�signt be sir�i�a� �,nd o� �qual s��s��1�ce La ��at sp��i��.�d �nd be s�zited �o ti�e sam� u�� �ncl. c��a�le �� pe����ra�.ng the s�me f+�n��ion as ��at ���cifie�; a�d identi��ting �.11 va�����.ons of t�� ��opo��d CS-5 (�} su�st�.tu�� fx��o� ��at spe�i�i�d and indf��tzng av�ailahJ.� m�,�n�enanc� ��rvice. �T� s��stitute sha�� b� ord�r�� o� ir�stalJ,�d wi�hout �l�� w���ter� appr�va� o� Errg��eer who w�l� b� t�� �u�ge o� tt�e �qr���,ity ar�d, ma�r �'e�t���� �on�rac�ar to furnis� such oth�r �ata abo�� the p�a�os�d ��bst���t� as �e ��nsiders�per�in�r��. �� su�stztuwe s�a�1 �� arder�d or �nstalled wi�hout such �esfarm��n�� g�a�antee at�d �c�nc�s as O�rtser m�y �equise whY�k� st���3 �� f�rn�sY�e� �t �arrtra��or�s ��cg�ns�.' �on�ract�x` sk�a,�� ir�demr�if� and ho�d harm��s� pwner and En��n��i and ar��ot�e d�re�t�y ar ind��ec+� eithe� �i� th�m �r�m an8 aga�ns� tk�e ���i�s, dam�a�s��l ss�s �.r�d expenses {ir�c].�c�ir�� a��arr�ey� f�e�� ��is�.r�g v�� a� t�e �s� o� su�s��.tut�d �aateri�I� �r equi�snen�» . ��-5,�.� �AI�FLES A�2� TESfiS Oft i�i�T�R��,g: �h���, in tY�e op�n�.on o� t�i� En��neer, or as �al�.�d for �n �h� �or�ts��� Docu�nen��, tes�s a� rEta��e��.a�s or ec�ufprn��tt �r� n����s��y, su,ch t�es�s wiL�1 b� �ad� at �h� ��p�n�e a� ar►� p�id �o� c�i���t �a �n� tes�in� �c�ea�}� bv ��� �w�er unles� o�k��rwis� speci�i�aJ,l� p�o�ri��d. The fa�.�ux�e o� tI�� �wner to �aa�Ce ar�� tes�� �� ma��ri�ls s��11 �� ,�n no wa�t ���iev� �he �or�trac��r a� I�is res�ans��i�ity of �urr�is%ing rnateria�s and eqtxi��tent fuZ�,�x �on����ir�q �� �he r���i�e�n�r��s of th,e �qntr�ct Docux�tents. 'I'��ts �,�� ��mn�in� af rna��r�a�.s, ur��,ess other�ris� sp,����i�3, wi�� b� made ir� a�cordan�e �;.th th� �st��� me�hads p�es�rib�d �y th� AAn�ri�az 5oci��.�r �or Tes;znc� Ma��ri�ls� �x s}��c��i� ��gufrem�t�ts of th� Owr�e�. fi�e Cont�ac�ar sha�� pra�r�.�e �u�h fa�i},�t7es as �he �r�gir��e� m��r r�qu�re fo� co�.�ec��n� and for���dir�c� sa���e� and sh��,� na*� witi���,t �p��i��c writ�en p�r�issio�t o� the Engir�e�r, use ��e ma��ria�� r��re��nt�d by =tite sar��les �nti� tes�s have ��e�, r�a�� �n� the t�nat�ria,1� agpr�v�d �ar �se. The �ant�a��tor �i11 ft��r��sh adequa�� ��ra���s �r�thout chaz�g� �a �,�e Owner. In �as� of ��ncr�te F�he ac�gr�gates, ��si,ga mit�imuz�, �,�td t�e mi�cinc� at�d �}ansporti�g equxpm�nt shall be a�pr�v�d by �he Engineex� ��f�r� any concre�� �.s pl�c�d, art� �he Co�tact�r s�a��, be re�ponsz��� f�x� regl�cing an�r �an�rete wh�ch ��es no� meet �he ��quiremen�s o� the �ont�act �a��m��t�s. Te��s sh��l, be m�d� at 3eas� 4 da�s p�ior to th� pla�ing o� con�r��,e, txsiz�g sarr�ple� �rom the sa�n� aggregat�� ce�n�r��, and ma��ar whick� ��� to �e usad ���e� in �,he cancre�e. �h�uld ��� s�u,�c� o� suppl�► �Izant�e� �tew t�sts sh�,I1 be rrr��e pri�r �a the us� o� t�e n�w mat�ria�s. ���5.�.3 ��'��A�� Q� ��T���ALS: Al� �ateri�ls �rt��ch are �o �e us�d in ti�e constru��i�n ope��ti�� sY��l�. �e ��or�� �o as ta insure tl�� prese: vati�n �f �he qua�,�.��r �nd �Eit��ss o� �h� worlt. �1her� di�e�t�d �� the Engir���r# �he�r sh�c�� b� p�,a��� o� �oodet� pla��'o��xs o� oth�z hard, cZe�n d�trabl� stxrfaces and no� �� tt�� �5�-� ( 6 3 g�vu��� �nd st��,�.1 �� p1���d un��r c�v�� wh�n dir���m�i. ��,��ed m�►��ria�s �l�a11 �� pl�,ced and l��at�d so as to �ac�,? xtat� pr�mpt inspectior�. �S��.l�i E�C�S?'3�Ci Sw'RU�'I'U�.�',S �i�ii} ❑�'I�.��I£S: Ttie �Oca�tlQi7 ai1�, �dim�n�io;�s shown on ��i� P].ar�s x'�lat�,v o��tj.s�ar�q �t�iiti�� a�e based or �he be�} �n�o�mation ava�.��bl�. �z�issiot� �rom� �� �h� �nc�.r�sx�n of uti�it�r location� on th� �iar�� is no� ta b� c�ns�.�er�d as �he n�n��c�.stee�ce oi, ar a de�init� Iaca`ian ��, �xist�.r�g under�ro�nd �sti�i.t�es. T�� �oca��or� o; m�ny gas mait�sF ���er m�,ins, �ar�c�ui�s, s���r 1�n�s a�� se�v�c� lin�s �or a�x uti�i�ie�, �t�. , i� �nJ�cr�o�rn �o �he Owr.er, a�d th� Owr��� as�t��es t�a resp�n�i��I���r fo� �ail�r� to s�a�a �*�y or all s�tch st}uc��,�r�s ar.d t;�i�iti�s or� the plart� o� to s:�aw t��r� �r� t��ir e�cac� lac��ion. It �s ati��ua�l�t a�x��ed tha�. �uc:� fai��s�� w��l na� �� carsi���ed ��xffici�n� basi� fo� c�a?rns �or a�ditxa�a� campens�t�or� �or �xtra ��Tor�C o: �r:r � n�=��sing �he pay au,ar�t��ie� i� �;;y rnar�r�er w�i�t�oev�r, �:t?�s._ ��s�_���i�n -�.�_�•�:r�t�a �c is suct� as to M�c�ssitat� ��iar,g�� i� t;�� �ir�es a�d _._r--.=� c�a ..:..����,�r���� magniti�xd� or r�quiies �?�� bu��d�ng o€ sae���� wp�]�s, r±-tiY;s�on �'o� wk��,cn is noW �,�d� i:� ��� �ont��ct �O�k:3R�r!}S� �!3 �r�Jlll�� G`�S� ��1� �� �V�rJlO37 .1,J7 ��k�-�.: ��t:�i2iC� Doc��n�;tts �ox' Ex�,ra war}t sY�al� a�r�l� . I� s�ia? ��� t�e �or.W=acto;s ��s�or.�ib�lit� tp v�;;.=y �o��L�or.s o� �ajac�;�� and�o� �on�l�cting v.��,i�i�;�s �u��ic;.�n���r in $dV3f1ti� O� C4I'1S��liC�?Ofl i!3 ����� ��i3t �]� l:ldcl i7e{0�{��� �lltih Iocal ad�u�tme*�;s �� ne���sar� in th� caas�r�,�tion p��c�s� to provi�a a��a�a�t� cle�rances . �'h� ��r��ra��or sha�� ta�c� a� L �t�cessarY pr���u��ar�� ir� ��dar to prote��, al� e���ting kl�].�1�]��r $�£IF���F�Q� �3kC� 5���11C$ �].Ii�$. V�tl€��3tilOR O� e�cis�ir�g u�.��ities, s��uc�ur�s a:�� s��r�ric� lin�s shall �r�cl�sd� noti��catior� of a�l u���it� ��rnpar�ies a� ].east €ort�r �i.�I�t ( 48 }�ou�s in ad�x�n�e o� �onstru���an inclu�i�g exg��rat�r�} e�cca�r��ior� iE' riec�ssar�. Al� ve�if�catia� �,� ex�,��ing �x�i�.�t�.es and �h�ir ad�ustzn�n* s�a�l h� corr�id��ed as subsidia�� v�vric. � 5- 5 . � 5 zriT��R�PmIOta �F S�FtV � �E : �. �o=��� P�osecu��or�: Ir� the r�orrra� prose�tt�ior� af w�rk w;�er# ��� ir�ta�r��*�r,art o€ s�a�;.�a {� �:�c��sar�-, tl�e ��r;tr�ct�r, at I�a�t �4 ha�x�s ir� adv��nce, shalZ �e r�c�u±red to: �. �#o�if� th� f,Tat�r D�partt��r��ts ��.str;.��tior� Division �s to loc�tio�� t�,m�� anc� sch�duZe af servic� inte�rupti�n . Y �5-5 �7� �. ��ot�.f� ��ck� custorr�er g�r�or�a�ly tY�rough ����onsi�le p�rsor�n�I as �o ti�e ar�8 sched�le o� th� �nt�rr��tian af th��r s�rvice, or 3. In ��e �v�r�t �.�at �ersorxa� �otifica��,ar� of � �us ��mer cann�� �e m�d�, � p�anared �ag fartn sha�� �� atta��i�d to th� cu�t���r's er�tra�ce daa�' �no�_ T�� �ag sh�ll �e du4ab�� �� ��r�posi�ion� sn� i� �arc�e b�ld ty�e �h�l� �a�r: "I��T�C�'" Dt�e to Ut�i�.i��t �rr�grov����� in }►o�tr fl�igt��o��a�d, �r�ur �w���= } � sew�r } s��tr�ca w�11 �e in�er_ runteri oe� � h�t;�8en the Y�our� af �nd This i�,�on�re:�i�n�� wk�� �e �s sk�or� a� possib�.� . Than3� you f �vntr�,��or A�ddr�ss Phpn; �. Emer�el�cv: �n �I�e etf�n� ���t a� �sn�ores��r� ser�ri�� �.t��er�upti�rt o�c�rs, ts��i�� �Iza�1 l�e �,s ��o�e,�ut i�cr�ecliate. . � 5 - 5 . � � �tuT�AL ����or�s r�z�z�� � � carr�rRAc�ro��: lE , ��rough ac�s or n����ct t�� tY�e ps�z't o� the �ontra�tor, �np o���x Corstrac��� or �n�► �t�b-c�ntr�.��or �kxall su�f�r lc�ss or dar�ag� on t�te w,xo�k, tM� �or�tr��tvr �gre�s �� settle with such ot�;e� C�nt��,c��r o� sub-c�ntr�c�o� by a�r��m�nt �r ar�it�ation. �� such otl��� �or�tra�*ar vr su�-cant�a�to� sh�11 asse�� any c��,�m a'� a i r� � t t�,� Qw«�� oz� a�cotxr�t �€ ar�y dam�ge a�l�q�d to Y��v� b��� �us�air�ed� th� �wner w�Ll� r����£� t�e �ontractor� rt�o s���.� izdezunzf� an� sa�re h��m��ss �.h� Qw��r again�t an� such cla�.m. C� -� . 17 ��,�AI�-UP : C���ri-up of s�r�plus and�or wast� r�ateria�� acc�mulat�d on th� ��� s�t� d�t�ir�� the ��os�cu�ion �� �he worl� �r��er these Cor�trac� Do�t�m�nts sh�1� }�� accomnlfsh�� in �e�p�r�g with a dai�y �ro���.r�e �stabl�sh�d �o th� th� �at�is�action of the Et�gir�eer. Twenty-�ours fou�,s a�t�r wri�t�n nv�i�e is given t� t%� ��ntx'actor �ha� th� clean-up on tk�� ��� �ite is proce�ding ir� a rn,�nn�r unsat���=ac�ary to t�� �r�gineer, if the Co���a�ta� f��1s tv ca:rect t}�e C5�5 {�} t�ns�,�i,s�actary'proc�d�r�� th� Ci�� m�y �a�Ce ��t�;-� c;�ec� acti�n a� �he E��in�er d�e�s a�prog�i�te �� co�re� W the c�ear�-u� de�icienczes ciL�a �� th� Can�rac�.�r irt t�,� wri��an r�ot�c�, �nd the �os�s of such dir��ti ac�i�nt p�us �5� oa such c�s��, sl�a.�l �� d�dt��t�� fY�m moni�s ciue o� to ������ due �o �h� �on tractor . [�po� t�e c���l����:� of �he prn��ct �� � who�� �s ��v�}ec �}� t��:ese ��r�tract Do�uT�e�ts, and b�f��e firsal acc���ar.c� a�rd �_��� pa�men� will h� rn�de, t}�� �ontxac�os sh�� i���a� and ��mav� �ror� the sit� o� t�e pr��e�t a�1 s�ra�us aa� discarc�ed materi�iis, te:��o��=� s�ruct��es, �,nd d�b�is of �+��}�r lcir��. �� sh�].� �eave ��e sit� af a�l work in � n��� anc o*de= 1,� ��nd=ti�r� ���s�Y to tha� wh:�h �rigir��ll�r e�€is�ea. 5�:=��us anc� wast� rn�ta: �,�i s_ reer�t�ved f�or� t;�e sit� of �tha �ao=k shaxl be �isgas�d of �� ]���a����s sa�i.s�a�tory �o �i�� �,�__,���, m�� �ontractar sY���� tho�ouc��'.. =��� _' - _ ' �:, �_.,� .�.u,�!_=�]�s ir.� �a11ed �� h;.m and, �hal� d�? ;�a; o�ia�T s•.:�� ��.�`- -�'_s ae�d ee�Ui�net�� in 2� ��+�h�, clean, �olishe� and r��w4a���ari.r�g �' � � � � � � � � a 4��} �.''�i L�� �.`��'� �.^..� � L � �i! � � 1 i .ii� ��1�.� �.Q � il � �an �: actor �or �n�r c1�an-u� re:��is ed on t�� �z�j�c" �5-�.18 �'I�TA� T?��?��TED�: W��ne�r�z the w�al� pa�w;��� ior �� anc� �ont�m�laW�d � ,c�r ��e �o+��.�ac� �oc�t�e*��s h,a� �eer� 5��15r�C�0ia�V �`QrD1?�g� 3:7� �1I�d� C�r?�i7�7 '��=aQ}`171��i t�l� E-��r���= w�l� rx�t=f�r t:�� g�vpe= o��ic=a�s �f t;�� p�rr��� ar�d ��q��s�. t:ra� t:�� ?i!�a� in�a��t#oa� �e Ta��. S�:�a �:�s�e�tion wi�l l�e mane wi�h�:� 1Q ���rs a�t�� s+�ch r�c;==;car�orr, + Af�.er s`.��h i�r��1 ins�e��ror�� if th� v�ra�'k �nd rrwat�±-w,�ti� a�� e��i��e�t ar� �ot��d sa�is;���a��, tne �or�trac�vr wil� b� nawi�ied � n w� �.tin� o� th� a��,��t��ce o� �h� ���ne a�t�a �;�e ��op�r �eSO�ut�o� t�lc�.� �eer, �c�S�ed b� t:�� �i��* �Ol:n�;.�. �'T� t,�izie cY�a�c�� wi�l '�� mad� aga��,s� th� C��rt��c��r b�t���:� said da�e o� rso�i�i�atior� t�} th� Engit�e�r �z��i th� da�� az �trr�l �ns�ec��on o� tl�� c�ark. m �5-� ( � 1 P�,�'�' C -� �EC�Ef�AI, C�h�TTiQ�1S ��-5 L�G}1L RELA,'fl?'0'�� A�1D PU�iI� �tE�P��}5�6�LI'Z'Y �ECTTQN CS�� LEG1� R�.L#��'�Q�i� At�D Pi]BLI� R��PD�?�I�fi�,iT� ��-£�. � LAt�S �`O �E OBS�RVE�: Th� �on�ractor sh�ll at al� tiz�es ��s�r�x� ar�d c��p�}� w+ �� ��,� Fed�r�,l ar�d �t�t� Laws �rsd �it}� o#din�r�ces �n€� r�qula�zons w,r�ich i�, any wa� af�e�t ��e �ond:�ct o� the w�r7� or itis og�r�,�,ion�, ar�d sl�ali obsertr� and cnmg��r w.��h al�. o����s f���rs, o�rdinar���s an� � egt����i��s which ��cis � or whi�h ma� b� e:��cte� �.a��� b�r 1��dies having j�risdiction or a�stt��,�it� fo� st��h �nac�men�. �� p1�� o� n=s�n�e�s��r,��ng or �.�nor�r��� th�r�of s�il� �e cor�sia�r��, Tk�e �an��act�� �nd his �u�et��;� shall i�d�r�n�.fy ar�d sav� harrn�.ess �he �ity �nd �,11 of �t�s o�fi��rs, ��efl�s, ar�a er�plo�re�� ag�ir�s� an�r a:�� a?i �laim� a� i�.ai�i�it�r a�i.s;rsg from or based on th� rrio�atian o� an�► SL�CYI ��G7i Offl1P.�I1C'P. , r�f,ll � � + ^ � r-+T �.*# "? �_ Sri ' _ ' - _ . [: � _ �+� �� :. �:^5��� O� �115 �:13d10�7�SS « � � . __ � � �C-�. � P :��1I"_'� A�D L����SE�; "�`it# �C�r�trac�or sk�a�? �ro��t±�� ,�11 pe�mit� and 1�.�en,s�s, pa�r ��1 •� �� >�-c�¢�, �os ts and f�e�, �r�d gi�e a�l nvti��� n�c�ssar�r and i�cid�rtt �o tk�� c��e a:rd lawfu� p�ose�u�ion o� t�� wo�k. �fi-fi .� PA�'�ivT�'� D��7z�E�, MAT�r��ALS A�D PRO�ESS�S; If t�� Co:tt�a�tar is r�qui��� o� �e�ir�� to u�e an� des�grtt d�v��e, nat�ri�I, o� process ��v��e�i b� l��t�r, ��ten�� or ca��rig��, h� sha�l pro�ride for sucri us� b� ��tit�bl� lega� ac���m��t witk� the p�t�nte� o� v�rr��r o� su�h pat�n,t� �et�erF ar �o�yrigh��s� cie�i�n. It �s mv�u��l� a�r��� �nd und��stood th�� w�th�t�t e�cc�pt�on �1�� cor���act prices sh�l�, in�lu�e al], royal�i�s or co�t �ris�ng f�c�� pater�ts, ���d�--mar]cs# and coa� righ�s in an�r wa� i�volv�c� in th� �orSc. The �ontr�c�or ar�d �i.s s�tr�tie� �ha�l �r�d�mni�y �erid �a�� �iarml��� th�� Owaer frar� a�y �nd a�i c�.aims �or in�r��gemen� b� reason a,� �h� t�s� �f �n�r such p�*ented d�si��, d�vic�� ma.�erial ar prcc���, �r any trade�rn�rk or ��F� �igl�t in �onnect�a� wit� �he w�rk �gre�d to ��" p�r�orm�d ur�de� th�se �or�trac� D�cum�n�sr ar�� shs11 ir�de�r�i�� t�� Owr�er for a�n� �ost, ex�ense� or �a��ge whi�k� i�, �a�r �� o�lz��d to pa�r by ��a��,� af such inf�in��men� at ��� t�.me dt�r�,r�� th� ��osec��ior� �� the wo�k or a��er co�plat�on o� the �tox�3€, pr��ridad, �owe�rerr ��ia� ��e �wn�� wiJ.L ass�tr�� the .�espor�s�.�ii it�r to def�nd any �r�c� a�� st�it� b�c::�,ht �or �;�e in�ring�ernen;� o€ a�y na�ent c�aimed �a be in£rin��d e��an b�r �Y�� des�9r�, ��r�e ot canstrz�ct�on o� ma�.���al or equip�s�r�t s�eci.fi�d fr� the Cot�trac� �o��tment� furt�ish�d th� ���tr�,cta�r ��r th� Qtane�, ar�d t� �iold �he �ontsa�tor k�a�rml�ss or� ��cour�t of su�h �ui�s, �6-� {1} C�-5. � �AtQZ"�,ARY �ROVI��Q1+��; The �nn��a��o1r ����� es�ab�ish and �r��o4�� amon� �is �m���y�es su�� reg�zl�t,ians �€� r�gar� t•o �1�at�lin�ss and dxspasa�, of g��ba�e ar�d wast� �� w�11 t�nd ta p��v�r�� th� .�nc�pt,ior� �nd sprear� of inf�cticr�s o� con�.a�ious �isease� ar�d to ef����ive�.�r gr�ver�� th� �x�eati.on of a�ttis�r�ce abo�t �he w�r�C or� ,�t�� p�Qper�y �i�.her p�t�iic �£ s st�ch regu�ations a� �re �e�qu,i-�re� ��r �,a�t shaLl��e�p�tf �nto �mm�diate ��rc� an� ������ ��r th� Cantr�ctox�, ��n�tar�r �onv�ni�rtce� fox' u�e a� l��r,r��s �n� the work,� properi�r s���ud�� �ra� p�p��i� obse�v2�ti,o�n� sk�a�.� be �ot�s��uc�e� an� m�,xntained b� �h� �or�t�a�t�r and �heir use ��xa3.1 be strsct�}� enforc�d b� t��� Cantr��tor. A�1 st�c'Y� ��czli�t��s sha�� b� k�pt it� � c�ean �r�d s�nitar� car.��.��on, �re� ��om o����ti�nab�� o�ors so a� not t� -��use a nt�isance_ A?3. �at�it�ry �aws �nd re�t��at�,or�s o� �h� �ta�e ot T��as an�1 whe ��.ty sh�I� b� s�r�c�ly' c�a4p��e� with, CG—�«� P[3�LIC �A��'?�Y A�1� �O1�T�1�I�E��E: !�l�teri �t�:ed abou� �?�� wo=k sha].J� be s� p1�,��d ��d����d,�and th� +�rarlt s1��1], at ali. ��me� �� so �ondt��ted{ as to cau�� no � g`���t�r ob��ru�tion �r �,s�c�t�v�n��nc� to the pra�li� t}�a� is cor�sid��ed t� �e a�solu�e��r �tec�ssar�' �y th� ���4;.1e��.. �,�� �an4�ac�or �,� }e��;aed �a rr��ntairt at a�.� t�.znes aY� p"����s o� �� s wp�k in s;s�:� a 1�an��r as not to impa�� the s�„�t�r �� cac�venien�� of �h� p�b�i�, in�l�adir�g, �r�� aot �i��t�d ��, saf� an� �o�sv�nier�t ir�gr��s �nd �gress �o prope�t�r cor�tigt�o�x��to t�� w�ik ar�a. �'he Cont�a�tvr sh��Z m�]�e ad��ua�e orovi�iaas to r�nder �easan�b�e �nc���ss ar,� ec��ess for r�osma� v'eI�x�t��ar t4�f��.c, �x��g�,. dr�r��g actt�al. trar�chi,t�g or pipe ins�a����ion o��r�tior�s, a� a1� dr�,ve+�,ra�r �rossir�g�. �uch p�av��ior�s m��r i�c�uc�e br�d�i�,gr Plac�rrterr� o� c�t�shed s�one o� c��av�� �� such oth�r m�ans of provid�ng p��p�r ins�r�ss �n� egr�ss fo� ti�e ��ap�rt}� serv�d b� ��� �r�,ve�r��r a� ��e Eng�,�ee,� m�y �pprdve �s a�pro�r�a��. Such at��� mear�s rr���r �nc,�ude th� div�rsiort a� dri�rew�y traf;i�r wf�h s��c�fi� �pprv�a� k�� ��e Eag�ne�r. I� die�e�s.�vr� o� tra�f�c xs �p�r��re� by �he �r�gine�r �t ��� loc�,���n, t�e ���trac��r �i�all ata3�e arrangements ����sfa�to�� to t�� �ngi�e�� at an� I�cation, �h� ��n��a�to� sha�l], tu�k� ar�ang�mer�ts s�tzs;a�tar� tc� ti�� Er�gir�eer �o� tk�e d�v��sior� o� �r�;�i�, and shal�, at hi� owr� ��cgense, provid� all� r�ateria].s ��d p��fo�'� .��1 war� n�ce�sa��r ��� t�� �an�t�t�cti�n and maint��ance o£ �oa�wa�►s and br�d,g�s for �u�h d��e��ion of �raf�i�. Sfdew�Iks m�tst no� be oF�struct�d ��cep� bv sv8���1 ^ =3 �� : n r- . .-.... � f � � _ � , � - ' ' -� t... �a.��aa��r , Th� r��}��ia�.s �x�av�t�c� a�� th� �ons�r�t��ion �na*���;u, pi�e �ssed in tE�e cons�i���ion o£' �1�� �r�rk sh��l �e pl� ed so �s not �o �ndange� t�� wor�t �� p�ev�nt �r�e a���ss to a�.l fir� hyc�rar�ks, f�r� �Yarm �ox�s, polic� �al,� boxe�, �►a�.er +ra�ves� ��—fi ( 2 } , . c�.s valv�s, or mane��l�s in �h� vkcir�it�r. T�� �u:�e� �ese���s the �ight to rem�d� any nearl�c� on t1�e �ar� o€ tne �ant�act�r as �egard� t� pt�h�ic conv�ni�nce �r,d �af���r whicl7 ma�r c��e �� i�s ���ention, a�t�r t�aen��-�ou� l�ours noti�� �:, ���t�.ng t� �he C�ntr�ctor, �av� irt case� c� �::.�r���ncy w�en �L sha�l h�v� the �igk�t to rernec�y �,n�r r��gl��� without r�o�i��, aex�, ir� ei�he� ��s�, th� cost of s�ch �aar�C don� o� materi��s fur��sh�d by �he Ow�er or by the Ca.:�� sY���Z be ded.�xct�� f��� ;�or�ies c��e or to become d�e �� �,h� �antrac�o� . Th� �o��ractor, �r�er app�ov��. of the �ngir�eer� ��taXl no�if� �.'�� F��e De�ar��ter.t �i�ad�uar�e�s, T�a��i� L����e�r f�r,d Palic� Departsr��nt, w�r�r� any ����et cr� �1��y ,�� reqt��st�d to l�e c�o��d o� ob���u���d or �n�+ fire h�rd��nt is to be made �nacc�ssi.bl�� an� f when so �ii�`�c;ed b� the Er�g�r�e��, sh�l� k��� ar��r s�r�et, s���ets, or highway� in con�itYon ,�o� unobs�r��t�d u�e hy �ir� a��a�a.�u�s. 'The Cor���ra��or sha1� prc��,�:'�� n���fy �h� r^ir� D���� �i11�ri � �?B${���l�,i ���5 1�J��"` �l? - , t� . ..-- - �- , � o� S ���� t5 � ti.=�'-L''�� � Cti ��� ti.tct�l�� d_ ... �C�dll. �.�.-.... rl.. ..r�.x...rti �al 4u�'w V.�°�.. �There the ��n��'act�r is rec�u�.��d to constrt��t ten�ar�r� ���dc�s o� ma1cR a�.��r �rrar����ae*�ts �a� cros�i.rr� ov�r c���c�es o� ��r�arns, h�s r�spc�r.sibiZa,�� �o� ac��[��nLs �,n conr���tion w� th s�ch �rass�.ng� sha.��. in��ud� �he �oadwa� a��roa��es as ca�l� as th� s�;uc;.�.:r�s o€ �x�ch �sossi.ngs. The �on'��actor ���� 1 at a�,1 tir�t�s �ot�drlct �is o������an an� �h� 1ISE O� C01:S��liCtlOit �ikdC�lj.]l7��S`'�' SO �S A4L w� �:c::�=$ p� d�s�roy tr�es an� shaubs �ocated �r� �lose �r��im���r �o �or orx the �i�e o� th� �ro�7t. 4�?'her��r'e� an�r �uch �amage may �e ��t�e, the �or�t�actor �i�a�i i�mrne�Yat��y� satis��► a�� claia�s of proper�y owr��� s R ��d no pa�ro�nt will �e sana�� �y the Ow�er f r� se��l�m�nt of st��� ��a�m�. TY�� �ontractor �i�all =�le wi�h �.he �ngi���r �t w}itten s�atem�nt s�towi�xg a1]. �u�h ��.aim� ad�u�t��. �� -�6 ,� PRI�'�L��E� 0�' �Q�"�`FLACT�R II� STR�ETS k A�i�EY�, AIwiD FtI�i3�`-OF-WA�C: �ar t�e p�r�ormance o� Ch� �an�ractr tkx� �ontr�c�or wi��, be pesrr�it��d t� us� and o�cup� st��h portians o.f the ptxb�f c s t�e�ts ar�d ���e�s r or ��k��r pu�lic place� �r oth�r right�--o�-wa� as p�ovided �o� �.n th� ordir�ances a� the ��ty, a� sho�tr� frt ti�� �ontr�,�t �ocurnen�s, or as ��y k�e s��c�fic�1�}� �L'�*C�1�'�,'C� �.^ �r��t�.ng �� t�e �n��,nee:. A r�as�r��1��� amou�t �f �ool�, atat�ri�I�, and ec�ui�me►�k for �or��tructi�r� �ur�os�s ma� be stored i,n s�tch sp��e� �ttt r�o s���� trian f� n��essar� ta avaid d��a� ir� the �or�s������or� �perat�ot�s. �x��vated an� waste mat#r;��� s��w,� �e �17�� o� s t��ke� in s��h a w�.� as r�� t ta in�er f e�e w i th th e us e o f s��ces that �ay b� de��.gnated to �� ��ft f�e� artd �tn��s�rtsct�d and s� as rr�� �� iac��ver�ience occupatrts �f �d�ac�r�t p�opert}�. I� �he s�r��t �,� oc;.�o,�ed ��r rai�wa}� tracks, t�he wo�7c shall be �5-� {�} �arrie� o� �,n svci� manex�r �� not to �nterf��e w�.th �2�� o��r�ti.on o� trai�s, loadir�g or urx�vad�ng of car�� e��. Othes cor�trac�oss o€ the �wner may, �ar al� p�rp�ses �equix�ed �y t�re c�z��ra��, en:�r uport th� work �nd ps�mises used b� th� C�r�tract�� and �h��.l �� gr��r���d a7,�. �r�asona��� fa�i�i��es ar:d assi��ar�c� €�r t�e com�l��ior� a� ad�oi�,ing �ro�1c. An� a�di�iaz�a� g��und� de�ired �y t�,� �ontra�tox' f�� h�s t�se shaZ]. be prov�ded }�y h�m a� hi� own cos� and ��tg�nse_ �5-� . 7 RA��FIAY ��OSS�N�9: 3�het� th� r�ark �ncroac!��s u��n �ny ri�ht-of�w��► af an� ra�,lwra�r. ��t� ��,ty` wi.11 secure t�te r�ec��sa�� eas�s��nt fo� ��e work_ Wk��re �k�e raiYwav t��cks are t� �e _�rossed, the �ontr��tor sh��� ol�serrr� a1� the r�gu��,tior�s �,t�� ir�s��ructiart� o� �h� rail�ta�► campa�� as to #.he m��Y�od� o� p���orr��ng ttx� v,tori� at�� tak� �11 �r��a�ti�r�s �or s���ty o� grop��+� a�d �he puY�l�.c. �7ec�otiat�ons wi.t� th� ,�a.�lw�� �oz�panies �or ������.� sha1Y b� c��n� �y at�c� �hrou�h �he �a, �}►. �'he C�ntra��o� �hal� g�ve �he �i�}► no��,ce r��t less than �i�r� day� p�i.�r to ��re t�.rne of l�is inter��ions to be�in work or� tha� pa�t�,�� o£ ��� �,�oject which is reJ.�; �d t� tt�e r�ilw�,y prope�ti�s. '�he Cor��rac��r ra�l� ttat �e �itre� ��tra oa� at�d�tion�tl c�mpe�sat�.on f�r �x�ch �aflway crossin�s unles� s����,�ica���► set �arth in �l�e �ortt�'act �}ocuma��s. C6-� . 9 B�RR���DE�, WAr�h��1��5 AI�TD W,�'���SME1�: Whe�� ; h� wa�� i� tiarri�d an it� or �dja�e�� �o an� st����� a�],e�, or �uhli� pla�e, tl�� �ont�a�ctc�r ��a�� at his o�z� �x��r��e �ur^i�h, ��a��x and r�air�takn su�h ���r ica�es , fen���, la.g�t� ar�d �anger sige�a�.s, sha�i prav�.de �u�h.�v��ch�n��, and s�a11 �a3c� a�3. such other �reca�t���r�ary me�st��es for �h� ��otect.i�r� of p��soa� or pr�pe��� and a� ��� wo�l� as are nec�ssar�. Barri��c��� and �enc�s �ha1l. 1�� �,�;.nted �� a co�or tt�at wi�,� be �is���e at r�ig�t. �'rorn se�r��et �o s�tnr�s� th� Contr���or s�,aJ.l furaish and rna�n�ain at �.�ast a�e easi�� vis�ble ���nin� �i.�Y�� aL e��l� �arricad�. A, s�ff��i�n� �,ur�}��r �� �a�ricad�s s�al� b� �r���.ed an� rna���air�ed �� k��p p��3e�t�i�h� away� from, and vet�i.�les �rcrm b�f �►g dr�,v�n on ar a�tx�� f an�r w��� und�� �ans�ru���.an ar be�r�g main���,n��. ���e �on��actar �i�a�.l f�xr�is� �aL�hmen and keep t}�em at th�ir r�s�ectiv� ass�grtrnen�s �r� suf�icient num�e�� �o prt�t�c� tl�e w�x�k arxd p�re�r�r�� ac�id�r�t or d�rna�e, �.�1 �.nsta��a�t{ons ar�d p,�o�e�u�e�� sh��l he c��si.st��t w�th �Y�e pravision� set fux�th in ��e "��8� '�e�ca� Manual �n �Fr�ifoz�n Traffic �ontrol D�v�.c�� fo� �t�e��s and High�rays" issu�d unde� t�ie au��,o��ty o� �he "�t�,t� �� "�"�xa� LTn��orm R�� �tec�t�lating Traffi� on Aighwaysn f�oc�if�ed �s Ar��c1� �70id V��on's Ci�►�1 �tatutes , p�r�ittent se�tior�s �eing S�ct�.�n �os. �7 , � � , 3 0 a�d 3I. � C6-� �4) Th� ��rttr�ctor wi�l r�a� ��mave a��x x�eg�J.�war� sxgn, �n����c�ior�aY si.gn� street r��me sigr�, or o�her ��,gr� ��ich i�as be�n ere���d by t�e �ity. If xt .�s d�t��t�it�ed ���t a�i.gn rnus� b� re�n�v�c3 �a perm�t reg�x��e� ca�tstru���.an, th� �on��rac�or sha�l ca�t��� th� 'Y'r�n,s�orta��.on arrd P��lic 4�orks �epartr�ent, Si�r�� ar�� t�a�r�ir�gs Di�r�sian (�?�or�� r��ml��r 8 7 8 O--B �75 )� �o r�mo�e the s igx� . In �h� ���e �f r�gu���ory s�e�ns, �h� Cvntracto� must ���la�e th� p�rma��!�� �ictn wi�h a ��rnp�ra'ry sigr� m��t��g th� re.quir�me�ts of t,he abo�r� re��ren�ed r�ar�ua� an� s�ch tempar�,x�r si.gn �t��t �� i€�s��1.1�d p�iox' �o the remo�-a? o� tk;e �errn�nen� sig�. �f ��� �ar��orar� si�n is �ot ir�st�l.�.e� carrectZ�r o� �� i�. da�� no�, m�8� th,� reaui�ed �p�ca.�icatiaas� th� pesmat�cat sign shal� �e le�t �r� ��ace ur�ti� tt�e �emn�ra:� sign requir�m�rrts �r� �t�t. �T�er� canst�uctior� w�r� is corrr�l.eted to �h� e�st�n� th�� the p�rmat��nt s,�c�n car� �e r�-ins�a���c�, th� �on��acta� shal� a�a�n �or��a�t tk�e �igns an� l��rl��,t3gs D�.vision to re-�#:��L�11 tl�e �errrran�n� �igr� and s�al� �eav� his te�za��i�-�' siw� ?n p.1��e �ntil s���i ����.�s�a?��t=on is ��rr�nlete�,. � Pne �or�trac�pr �,ral.l be h��d *�es�ans���� �or a?� �a.:�a�e �� tl�e �►orl� or t�e pu���,� ase �o �ailuxe o� 1�arricad�s, s=gns, fenres, I�ights, or watchm�n ta p�o�ec� ���m. W1�8r����r ���d�r�ce �.� ��und a�a s�tch daz��q� �o the work �h� �'r.�inea� ma�r arder �h� d�m�ged porti�n �mm�d�ate�� r�rnov�d �n� ;?�? a^�d '�� the �or��r��to� a� th� Corltr�ctor's ��tn e�p�:�se. '��re Cor�}�actor' s r�spons=�i��,t� ��r th� zn��.nt�nas�ce a� �arri��des, si�,��, f�n��s �r�n l:�,h�s, �,nd �o� ��ovi.�i�� wa��!�n��:� �ha1.1 nat ceas� un�.i� �he grc��ct �ha],� h�ve �e�n com��.��.ed �:�d ��cep��d k�� �h� �wn��r, ._ t�o coropensati�r�, ���apt as s��ci�i��,lly pso��id�� in �h�s� �ontra�t �o�urr��:��.s$ wxLY �� �axd �o the �or����;or xar th� �+o�lt ar�d m���ria1� i�volv�d in ��� con��ruc�ing, provi�ing, and �air�taininq af �arri��d�s, signs, ��nc�s� artd �.igtrts or `a� �alaries of wa��hm�nr fa� �k�e s��s��uent r�er.nava� �n� dis�o�al o�E su�h barri�ad�s, signs, or �or any oti�er i.�ci.��nt��s nec�ss�r}► fo� ��xe prop�� prat��t�an, safat�� �nd �ohv�nier�c� �f ��e p�t�li� ��r�.rxg th� �ontra�� pe=��dt a� this w�rk is �onsi.d��ed t� �e subsid��ry to t�t� seve��� it�r�s ��� +�+�h�.ch unit �� �.un� sum �ric�s �re r�q�es�ed fr� ��e Prapas��. �6-5 _ 9 L��E ��' L���,O�I�ES� DR�P WEIG��`, �T�. : �Y�o�t�ld tY�� �ontra�to,� eXect to us� explosives f c��op weiqht, e��. , in �±�� __.. ��,.� - - - - _ --_�-�.. v� �.F� x��x.� cr�� uemvst car� st��,1� �e exe�cised �� a1�4 tirn�s so as ��� �� endar�c�er 1�.f� or graper��. Th� �ontxac�o�' si��l� �otif�r �k�� pr�p�� rep�r�set��ative �£ any publ+� s�r�vic� c�rp��ation, an�r compan�r, ir�ditridua�, �r �ti�i�.y� �nd tt�� �wn,er, n�t �ess than twe��y-fot�� �our� i� �5-6 C5� a�var.�� of �h� us� of an� a�tivi�y wh��� mi � �n�anger �heix' �r his p��p��t� alo�g �r a��a��nt to��}�e w� �.ar �'?���e th� use of ex�l��iv�s is to b� �s sg�ci�i�� ir� th� �pe��,aJ. C�r�tra�t �a� m n�ts �� �he praJ�c�, �xp.Lc�si�r�s is �equ�s�ec�, ��� �or�tract�ar sn�.�� s��mzt� �ti�� t� t�i� Eng����� x� r�r��i�g �w�nt�r-f�ur houx�� �r�d s��1� furn�.s� ev����ce th�t he i�a� itYs�:a��� �o erage;to p�at�ct agai�s� a!�y dam�ges ar�dfar i�,ju�i�s ax�i�ing �u� o� such us� o� e,�plos�v�s . . ��� ��a��� ar�szng out of the r�s� af e�cp�osiv�s sha�� �e it�v��tig��ed �,r�d a wr�t��n x'e�orti rn�d� ��► the �ontx��ct�_'s i�surers to �he �n�fr�e�r wi,th�n ��n ���) days afL w�it��n noti�e of the �lai�n t� ths �a�ttx��ctof fx�om�ei��e� �t�e ��t�► o� t?�� c�airnar�t, �t�e �it�r s�a1� ��o���� �,o g�.ve r��tice wo t�� �on�racta� o;� �ny su�I� ����m. "�he �se a� e��la��v�s n�a�r b� sus,��n�3et� ��t the �r���ne�= i� any c�ritnl�i�t �.s r�c�i�red an� such �se s�a�I na� �e r���m�d �,ntil �he cat�s� o� �h� �ar�n�ait�t k�a� ��e�, au�re�se�_ �l��,n��r�r �xpiositr�s� ar� sto��d ar ��p�, �he�r ��a�l b� st�red �n � sa�e and s��u�� �a�,��r and ��� s�o;ag� p�a��� sh�� � be ��.��n��r r�a�]t�d "'�AN�ER�U� EX�L��IV�S" and ���1� �e ue��e� t�e care a� � �arn�e��r�t �a�.chm�n �t al� tirnes, w��cY� e���.�s�.v�s ar� b�i�tg tx�ans�c�rted �h��� ��1�1�� ��, �arS��B as m�n��oned a�o�e an� �ha�,�, i;��afar as �ossfb��, not us� '���.�� t��f�i� r�u���. �6--5. �.0 W�i�� ��Th�� EA�EM��F�� : i+�he�ee th� w�rlt �aas��s o�ter, 4h�ough, �r ir�to p�i�ate g��g��t�r, �!�e O�tr�ex� wi�� right-o�-�aa� os ��sern�rt� px'��cri��g�s �� th� ���Y���y' �,��m n�c�ss�r�r for the ,p�ose���ior� of tl�e wo�J�. ���r a�3di.tion�]. �rights-of��r�� a� w�r]� area �on��d�red n�c�s�ar� by t2�� Cor,��a���r sY�a�.I i�� pro�id�d b� hi�n �t his �wn �xpens�. ��c� additxona�. rig�ts�vf�wa� ox' worlt ,�r�a shall be a�Quir�d �or the l�en�f�t o� ��� ��t�, ��� ����, �hall b� r�ot�f�ed ir� wr��ting a� t� ��� riqh�s so �cq�ir�d ��for� w��k be�ir�s in �he a�f�cte� �r�a. The ���,�ra�t�r s�aYl n�t �z�t�� t�pon p,�ivate Qrop�rt�r €or ar�Y P��F�s� +�,►�thou� ,�atrirt p���ris��on fx��r� the awner o� sucl� � Pra�ia�t�,�y abta�n�d wi1.J. not be ����w�d t� stor� ����p�e���or�rn�t�x�ia��on�pr�va�� proPe;t�r �,n,��ss ar,� t�n�il t�� ��e�i�iec� 'a p�operty owr�e� l��s h��ri s�cu,r�� �s� u�itit�q �ypth� Cot�� a��r a�d � c�py ft�rn�sh�d to tk�� En i�e�,�� p ro�ided ��h�r�rise, ��i� �� t�acto����t�I�� ����ar ��1J. �i.ghts��f-wa}� qr �asemen�� o�E o�s�r�t��ior�s w�ich m�xst �� remcrv�d t� mak� ��ssi�l� gra��� pros�c�x�i�s� of tk�e wtrrk a� a p��t �� t1�� ��nject cc�r��truction op�ratior�s. The Con�r�ctvr shal.� �e resgonszb].e �o� ��� preservatian o� and �hal� +zse ��-5� � � } ��e��r pr��a.u�ion �� �re��rtt darr��.ge to a�l tr�8s, s;�rub�er�, pi�n�s, lawns, ��nc�s, �ulv�rt�r �ur�it�g� aa8 �1� o��A�e t}�g�s o€ �: rt���u�r�s �r irnarover��nts ,�.o a�l water r sewe� , an� �as 1in�s, to ��.]� con�r�i�st ���rh��,r� po�� l�.r�es, �� app�,rLenances �h�re��, in�luaing �he cos�s�tx`uctiot� a� temp�r�,ry ��n��sr ar�� to �,�1 oth�r pu�l.�� o�[ p��.�ra�e �rr�r���-t�► alo�g ��j���r.�� �� ��e w�Yk. -� _ T�:e �ontractar s�al� n�ti��r t�� p��p�� re�r���n����.v�s of own�rs o�, occu�an�s o� put�l�c o� pri�va�e 1�nds or �,nte�est in 1ar�ds whi�h migh� b� af��ct�d �� �k:e �rork, �uc� r���ice shall 1�� �r�aae at l�a�� 4� hou�s �,z� ac�var�ce o� th� beg;,na���g �f �h� work, �ioti��� shal� b� app�icabl� �o both publi� a�d ��ivat� �:`i].it� c�:n�at�i�s c� an� �o�parati�� f�arr��at�y, ir�d%vit�t;a]., or other, either a� owa�}s �r accupar�ts, w�os� Iand a� ir�t�r�st i.n land �ig�� af��c*�� �y the wo�}t. �h� �ontrac�or �l�ai� b� �es?onsi��.e �o� ��1 d��nag� ar inju�y to px�op��;� of an� ��7dr�,��e� ��Sl�1t�Ilg �r�m ��1� ��� . r��: ��S ' �^ , � - �-�_ �, V �, O� ��scr��d����- ; T ��� r�- --� - �- �� • -��*�vci or �x�c�tiort �f� th� �ro�l�, ar a� ���y ti:,t� c,�:e to d��ec�iv� wor]�, m����;.�1, or equi�m�n�. Wh�n and wk���e azy di���t or indi���� or 3njury y� dot�� to pu��i� or �privat� p��p�x�y on a��oan�. of aay �ct, am�ssion, n�g�e�t� o� rn�,s�orrd�xct in �*�� ex��ut�on o� th� wc�#k� a� �n �onsaqu�nc� of t�� non-e��cu�i�n ti�e�eo� on �he part �� Lh� ��r�trac�or, 1�e shall res�o�e or have restar�d at his ow� �ost �:�d �x?�nse st��h nra��rt� to a�ozditiar► at �eas� e��a�, to �hat �xisti�-:c� b��ar� ���� �ar.tag� ar inj�rr� w�s d�ne� �� ��paxring, r�btaildinq, o� o�1n��w�,�e repl�cir�g and r�s���ing as r�ay b� d�rect�� by the �w�,e� f�r he si��1� rnak� g��d �uch c�ama�es o� ir.�ur� in a man�t�r acc�ptable t� t�e aw:��� v� �h� p�opert�r and t�� ;agia�e� . �1�7, �ences er���t�nLered a�d ��r��v�d ��a��r�g c�ns�ructior� of thf� praje�� sha�� �� r����red to �he arigfna�, or � l�et�er t�an o��g�naJ, ��r�dition upon �arnp�etior� of �his gra�ac�. ir�hen wx�� fertcing� ei�h�� w��� m�ska ar �arbe� w��� i,s �o �e cross�dr th� �oat�a�ctor shall �et �ross br�,��� �rosts an ���her side o� ��r�anent easerner�t ��fo�e �1�e �e�rce is cu�. �hould ad�it�ot�aY ���c� �u�s �e �e��ssa.ry, �t�e �or��.�actor si�a�l provide �rass �; �,c�ti� pvsts a� poi�xt p� �h� paoaos�d �ut in add���.on t� �h� c�o�� �rac�� pasts �rov�rded a� th� p��zn�n�nt eas�men�s �irnitsr b�for� th� fen�� is cu�, T�mporar�r fen��.r�q ��a11 b� e����ed, in p�ac� �� the ��ncir�g r�mov�d �h�nev�� khe �roz#� is r�o� �.r� p��gre�s an� w�e� �h� s ite is vacat�d o�re,�r�iqht � at�cl f or a� al�, ti�ae� to pr�ver�t �i�restacJt �rorn �nt�ring th� eos�s�x�c�z�� ar�a. �'h� c�se �or ��n�e r�rno���� t�mp��eary �1�su��� and replac�ment shall be �u�sidiary �a ti�� various �.t�m� bid in th� pro��ct C�--$ {�) �z�o�asa�.. Th�±"efa��� na s��asat� �ayr��n� shalt b� a�lc�w�� f�� any ��*rvxc� �s�oc;,at�d with this work. Ir� case �� fai�t;r8 an ��� �ar� a� �h� �or��r�,ctc= to :esto�e �uch ��op��t� ta r��k� g�ad su�� �a�tag� o� in��r�, th� Q�rner r�ay � upor� 4 8 �our �,r�i tten nati�� und�r �rt� inar}� c�: cums �an��s, �.n� wit�iou� n�t�.ce w�ten a e�ui�a:�ce o� haaardous con�ita�n r�su�,��� prac�ed �� repair� r�build� ar o�h�rwi,se r��t�z�e st��h �ro���ty "as m��r �� �e��r€�tit�ed by th� �wr��r t� �� ne��ss��Y, a�d �he c�st th�:��� wi�� �e d���cted ��cam �,r��r rnar�ies da� or �a became d�� t� the ��r�t��,c��r �z���r �his Cantra��. �6-� , �1 ��#D�F�`NDEt�T ��i�TF�A�T�R : � � is t��d�r��oo� �nd 2�qreed by t�e� �arti�s h����o �ha� �an�ra�tor sha3.� g�,rfo�m alI wark and ser�kc�s here�rnfler as ar� ind�pe�t�ie�z�. cot��.ra��or� an� r�o� as �n o�fi��x, aaent{ s���rant or �z�p���e� �f the 4wn�r . �on�i�c�or sha�� �aT�e ex�?usi�r� con��a? �i �rtd t:�e excl�sive }�ght �o �ontral the deta�.Ys o� a�� tt�e �rork an� se,�vic�s p�rfoa�m�� h�r�un��=, �n� ���, �s�rsorss perf��m�n� sar�e, and s����. �� so�e�,� res�a�s���� fc�r t�� �c�s arrr� ami.�sions a� i*s of �i�e�s � �,ger�ts, s�rexants , ��t,�1����s, ��n�r�ctar�, �ubcont�act���, 1f�e�ts��s and i�vi��e�. �'he do�tr��x� o� �esgonri��t sua8�io� sha�� �ot app��r as k��tw��n �wn�r and L��+'��������f �t� �ii�����'J1 �,����� f ���������r ���L'�L��r���,ri C�.�� st�k�contrac�ar�, �nd nc��hinc� h�rein s��1� be �a^s���,ed �� �r�at�x�g � �ar�r,e�s�in o� �o=nt ent���rise be�w�er� ��r��r and Cor�trac�or. ��--6.1� CONT�ACTORr� 1����QN�IBIL�'k'3C �"�Ft �1�1�SA���C�,A�hi�: Co�tr��tor �avenazt� and �,gre�s �o, �nd da��. he��by �:�dems�x�}', h��d �i���2ess a.�,d �e��nd Qc,rn�r, its off��e;s, �ag�r��s, sa��;an�s ��r�d �z���,�ye�� ��om ar�d ag�ir�st �t��r a� ��� cJ,�.it�� or suiws for ��og�; �y daz�aq� or �.�s� �ndfar �ers�na�, i,�jurY, �.�c�u,�it�g ���,�,h, �o an� �r�d a11 pe�sons, o� wh�tsoeve� }ti.nd a� ch�ra��err w�eth�r r��� or ass����d� ��isir�q v•,�t a� ar in �vnnec�iort �rith, ��r��t�y o� indirect�.�, th� �t�rk and s�rvi�e� to b� per�o�m�� hereur�der �� �an�xacto�t it� o�fi��rs, �g�r�t�, eir�p�oyees, �orttractar�, su��ant��c��rs� �icease�s �r �,r�vite�s, w�eth�ez' a� �ot ca�sed, �.rt whole or ir� �art, �y ,����ged nag�ig�a�� an �he gart o� �� f icers � a�ents f s�rvar��� � emg�.o�r�es, c�r��xac�a�sr �I��COIi��`�C�Oi�i li�er.s�es an� �n,�ite�s �� the �wt�e�; ar�d- sai3 �ant�a�tor daes h�r�b� co�tenant �nd agtee to ��srame al� �iab�li�y �.nd responsi���fty o� Owr�er, i�s o��zce�a ag��ts, s�s�xants and �mploy��s ��r ���p��ty damac�e �r Ioss, and��r p�}3a�a1 inj�r�es, is���lt��inc� d�ach, �o any ar�c� aIl p���ar�� �� wh�`so�e�er l�ind o� chara��,�r, wh�t�er x�e�l a� a��e��edw �ri�a,�+� �ut a� or �:� conr�e�t�at� wi�h, �;;��c��y or ir�dire�tLy, the wark and ser�ri�e� to be ��r��rrn�d heret�r��er b}► �antrac�a�t i�s off#,cers� �ger��� er�tp�oy��s, cont�a�t��s, su�c�n�ra�tors, lic�ns�es and i��r�t���, wh�ther or rr�t ca�s�c�, �6�-6 {�) i n wt��1� �r ir�� part, 6�r �.��.�ged r��glig�nce of a�f�c��s� �gents, setvantsr e�p�py��s, cor�tra��ors, st����:�wr�cta�s, �=cens�es or �nvitees of the Qwner. �ant�ac��r �ik�wi�e �o��::�r�t� �nd a�ree� t�, a�d does hereb�r, �rtd�rnnif� and �;a1d t�a#���ss O�r��er f}�m ar�d �ga.ins W any �r�d ���, ir���a?,�s���s� or ��.mac��s to �ra���tv �� �he Owr��� �t�r�.ng �h� peafo�„�a��� o� ar.� o= �h� t�r�s an� c�r�e�i��.�ns o� thi� �on�:ac�, whet�;�r ��ising o�: �f t�r in cor�ttec�ion �it�i vr ��su���ng from, in �th��e a� in �a� �, any �r�d a? � all�g�d ac �,s �� �missiorts af o�ti�ar�, ag�:;�s, se=van�s, e���oy�es, cor��r��t�x�� suk�c�ri���ctor�, l���r�s�s, o�r� �nvit�es af �,h� �wne= � �;� th� ev�r�t a wk it�en c�a � a1 �o� da�ag�� a��� nst ��re CO.^,�,�.�C�O� 4� I�S ��1�G�fi���C�O�S *"r?!'!��1I1S L1i3S�����C� �: ��o ���� a� 1�rork on th� �ia�ect i��s �e�*����mp�eted to �h� sati,sia��i�n o� t�ie L�ir��tc�r o� ��� t����r ��par�mer��, a� e�r�d�nced �� a f���l ir�s�e����r�, ��::al �ayraent �� t�a Cor�tra��ar s^���, r�at be � �c��:��;�d�d by �.h� D� �a�tor n_ ��� �a=--- ^=o�= i.� . _ ,. r ± L � � V � 4J � � � �, ry � + � � �. i � r ,�, � R � i I L ... F � ti Ix � � � �- t�:� d��� �� s�t�� fi:�a� �.;:��,ec;ion, �:�1ess the ���i�a�ta� sha�1 si,s�rn�t w�itte:� �w�id�r.�e saLi�����ar� to t�8 �D?�-e��a� tY��� the ��.ai� has �een s=�t]�ed a: d a r�� ��s� �,a� ���;: obtair�ec� f= om ti�� c�a�m��� i::va�v�d. �� t�h� �i��ta �on��r�ad rerna�n� u:��ettl�d as o� �h� ex�ir��ion o� t�� a�ove 30—ciav �er�od, t:�e ��z��,�����r �ay �e ����,�d ; o be � f y.t � � � � �# � � � � ��t �� i #i � � ��.���ai L � \I � 1T V �� M V�� � 3 �GM � �L��1 S?a.3�;"�'.1.`7�� C? ST.L:�:... L.�} �� �� �I� �4a�OLYI:�.. �CLl.�.Z ty^J� L::� �Oa.d� ��� ? ar a�vunt the;� cue le�s ti�� dol�ar �ra�.ue a� ar.�r w;�tten ��a�.n� �e���r�g a��anst th� �o�atrac�ar arising c��at- o� tt,� �e���imanc� o� suc;� wo��cr and s:�c% se�t�—fina�� �aa�.�e^ : raa�r �l��n �e r��om�te�d�d �y �;�e D��ec�az. . '^�� �+����or ��:a�l �o� r��orkm�n� �in�a� ��y,t��^� �a a Can���,��ox' a��,ir�st w�ora suc:� a c?air� �cr ��r�a��� �,� or,��s�a;��ing �o� � ��a ivd o� �i� xno:zV�� �o� �,��� �g t�e da��� �� th� sc�ea�an�e �f t��e woYic ��{for�ed �t�le�s �,C�a �or�t�act�� suba�=t'� �vid�r�ce in I* r � i� Z� �� � �3� i �.� 4�.�+'�� � ��i �ii� I�J����' ��� ��i�� � 1. Th� �� a�;� �as ��er� � e�t�ed and a��? e;s� h�s he8r� o�tain�� w�aro �k�� cla;�,ar�� invo�.�r8d, ot . � . �o�d fa� �'� ou�star.3i�:g h�VE .`�=z 8�? , �fforws ha-re �+eer� rnade to s�Lt1e such ��a�.ms, a:�d �uch �aad fazt� �_`��; �s �.= can���ion (l� a���re is �n�t a� �.s��r tim� within t*�� si�c �ontk� ���i��, th� ���e}��t �ha�1 ��co�me�d t��,� �he f�n�? ��yment ta th� ��t��ractor �� m�,d�. �f ��r�d�;�on (�} ahove is met at ar�� ��.:�# �ri.t�i� the six ��nt1� peri�c�, �h� Director mav ��������d �;�a� tl�e �i.�al �a}-m�nL �o tt�e �ont�acto� �e �ad�. � Aw the C��6 { � } ' ex�iration o� �t�te six m�r��}� p�x`�.od tt�e �ir�c�o� r�ay :��omrn��� ���� f.inaX pay��n� �� �ade i� al� oth�r w�rk k�as �e�n pez�form�d ar�d ��� �th�= ob].i,��,�ion� �� t�e Cvn�=�cto� have 1�e�t� met to th� sat�s�a.ct,i�n of �I�� ����ctor. '�he D.�r��to� �;a�r, if h� de�ms it �.�pr�priat�, �a�us� to �ec��� �ids �n, o�:��r �a�a� �e��,��ra�at �ort�ac� wqr]t ��om a Cq�iractar again�� wham a c�ai� fo�' d�,u�ages i� outs�anc�ir�g as a��s�:'_� of +�crk pex��a�m�d und�r a Ci�y c�ntr�xct. . ��46. �� ���T�A�T���� �I�AI?�i F��t DA.4'�i����: Sha�;� th� C�n4=��`or c�a�.�i com�er�sa��,o;� �or an�r allec��cl t3a�tac�e b� r��sq� o� tcte acts a�c o�nissz,o:�s a� �he qwr,er, �,� sha��, w�thirt �h��a �ay� a�ter the act�a�I sustair�in� �f s��h a���g�d �a���e+ mak� � w;, it���i stater�en� �c� �h� ��g��e�r, s��tir�� �ut in d���i�, �he r�atuxe �� t��� a1�1e�e� da�r�ag�, a.rz� on or �e�a�� th� ��th da�r a� � i�� r�o� t�i suc�e� :i�g �h�,� ir� rat�? ch an� ��c� da��e� is �la=�t�d to h�ve la�e�a s�s���ned, the �ontr��t�� �ha�;, f��� wi�i� the ��g�.rr���r ar� �t��l�8d s�a�.�n�xzt �� t�he 3���i�,s a:�d ar.►�ur�t of ��=�� allec� ad a�,�ace and, �p�r� r�q�es 4, sha? � g�+�� t�� �n w � access to al� ��cks vf ac�ount rec��pt�, vc�u�h��s 5-�e_� ? adir�g t an� other ��aks or pan�rs �ontair�i� a� ,+� ��l�s of �o �h� arno�nt a= su�h a� l�g��i d�mag�. [7nZ�ss ��;'.�� ��� em�;;�s s{�a1� �e �;�� e� as h�=e;,r�abov� �e�.�i���� �h� �on������� � � ���; � ��= cora��ns�ti��; s��I� be �ra1?vedr �nd h� sh�,i� na� L�y ,�,� � •.r V-��S+yiL�ii L hfLi �4�4.ISL� L V L �L�ii 'ti4�•Y���� � 4� �� V+f � � . � �� �'v-�, �.�# P�D��3a'�!�f��#�' 0� r��T.��A'I'7�� �F FiJ��►T_C [7Tzi�z�'��5. E'Y'C.: l� cas� �,t �s nec�s5ar�► to cha�g�, ��v�, or �? te�' ir� at�� n�;�ne� tha pr�ne;w� of a pt�b�.�c ut��.�t� a� a�I�e;sr �,h� saitl. ����er�� shaY� n,ot b� rna�r�d a� �r���r�e��d, arith un��,�- ard��s t�ere�p�n have �e8n �ss:�ed, k��r �}�� Erts��rt��r. '�:;� ;��h� �s ��ser�red C� t�e awr.e�s a� pu�Zic u��lities to en}�r th� g�ogra�h�cal lim�ts o� �h� ��n��a�� �o� t�xe p�r�as� �� r�a:�ing su�h �har�g�� or repairs to th�ir proge�t�r �h�� a��, b� n�c��sar�r by �:t� ���;a�-ztar�ce �f th�s �on�x�a�t. - �� �-fi . �5 T��iP��A�� ��,W�R AND D1�R��i ��I+7���T�Ot��: ���;� �xls; �ng ��w�r lir�es ��ve to b� taketx ua �r ��moved,� �h� Canwract�r sh,a�l, �t �i� own ��c,�er�se and c�s�, pro�tid� �n� ��,�,n�a�r� ������'ar� au�?�ts aad �ae�ne��ions f�� al� pr�v��� �or publ�c �rains art� s�w�:s. T�� �orx��a�t�r s�i�,�1 aiso ��k� c�r� af �I� s�wage �nd �r��nag� �ahict� wi�� �� re����red �r�m th�se �rz�;ns an� ���,xers , a,r�d �ar this purgase he s�a�l px�ovid� a;xd za;.ntair�, at i:?s own c�st and ��cpe��er a,�ec�u�te p�;��i�g i�,c�X�.ti�s and t�r�na�ary �u����s o� di�rersion�. �l�e ��ntr�����, at ��s awr� ��st �r�d ��pens�� sha?I �on�ti;�x�w su�;� trough�, �=�es� �r oth�� s�r�r�t+sr�s na��ssary, artd �� �:epa��d at all t���s to dis�os� �o� �r��r�ac�� arsd s�wag� C�--� � l� � �e�eive� €rorn tf�es� te►n�orar�r c�r�r�ect�or�s ,����1 su�h ti�n�s as the p�rm,��ent ��ntte�t%or�s ��a �ui Zt ar�d �re x� service. ��e ��c�.s��r�c� s�w�r� �;�d cor�r��c�.�.or�s sh�l� be k�pt i:� se�`vic� arr� maint�,�.ne�..�xnde* �.he, �a�n�.arac�., ex��pt x„rhen s�ecafi�d o�r or3ered �o.��,��ar�c3�r�ed i��r ��e �r��in���. AIJ� wate�t s�wag�, �:�d c�the� waste s���.�. b� dis�os�d o� xn a sa� isf �c ;ory mar�ne� s� �?�at n� nui�a:��e i� �r���ed and so th�t �he w��k ue�d�� c�r�str���,�.on wi�.� �� ��e�t�at�� �r ��ote�t�d. ��-5.�� ARRA�#��.;��!�T P►�D �FF�F��ES F�R WA�'E1� f'U�?�ZS�E� B� ��E cIT�= S�'h�n, t�e �ant�actor ��sires �o t�se �,�ty wa�er �.�t con��c*ioa w�,�h ar�y' c�r���ruc�ion w��1�� I�e sh��� m�ke ��mo?��e and ����s�acto�� �a�a�q�me±��s �r�th �he Fort �7a��i� �it�► 4�at�� I}e�art�re:�t ��� sa �oi:�g, . City water f�rri�.�'�ea t�r th� �an;�ac�o� s�a�l be de�i�e�e� ta �h� C�nt��ct�� �=atu � c�n���t�on on �n ex�s��r.� ��ty �tain. ��� p�pirig r���i#e� �e�rond t'.-x� goir�t �� d�? i+,re�v s, i� 1.^. S L ? �,. �. � � �'3 V � �': a �* �., ;,. � .,. k ., .,. L i., _ �k d _ _ � � _.. „ 3_ .._ . C:; : ��::� 3�,��F �'he �or�tracto�c's res�onsi?�il���r �r� ��e �:s� o; a_1 exis��r_� fi�e h�rdrant ar����r val�res �.� det�iled �n Secti�;� L�-I.� t���, Or ���� H'��r��NfiS ��D VP���T�.� it� �hes� G�ne�a� C�r.L���t �vc'.lments . +�h�n ���ers �ra �:s�c �a m�a��,��� �he �rata�, �h� c�a=��s, if �.^V� �O� W3L?= 4T+� � :}� �� �r;� ���':Il ar �g�$^_=S;;E� :3;$� �i'M1�1�:1 �il? �� �S ���* f10 �`. 118 c'�C f � il{3 �:: �.a. '�' �3 � i.;. ���x S+' ��F �� d5 �a��cr�2�e� h�r , th� ��ty �r�ir�ar�c� r a� wh�r� no �r3:,�nance ao�l.i�s, pa���.�� s�z�� 1 be �a3� oz� es�it�a��� a*:d raLes �s�.ab�,isi�ed ��r the ��x��tcr of ���� �o�t wc�;�'.a w���r �e�a�`tn�nt. ^ . - � 5- 6. 17 tJ S E �� A���';`I �� OFt P�x�"�.'I Q� OF ��� WO��{ ; Y�, e*��v�� � i n �:-�� ap�n�,ac� �� �z� �:�g�,��er, ��� se�tion or por;.:,�r� a� �Y�� �rar3� �r an�► st�u�tu,r� is� i.n su�tab7.� ��r���ti�r�t it map be put �.:�to us� upor� �he �ri��.en o�de� of the �r�gineer� ar�� suc� usac�e shal� r�ot �e hery d t� �e ir� a�v w,�� ar� ac��r�tan�� of said �o�l� or s��e��te��e �� a�t� gart t��r��� or �,s � caa�v�� cr� �r�y o� �he ��r�visior�s o� ��es� Car��ract �acumen�.s. All z��cessa�y rep�i�� and ��rnan�is o� �n�r sec�ion a� t�,� wo#k s� pu� z.ri�a u��, �ue t� �����=�,v� mat�►ria� s o� w�rknansh?�, ew��;��e;�w, or �o d��icx�r�� og���tior�� on th� part v� the ��r�t�a��v�r sha1� b� ger€o�med �� tl�e ��n �= ����� a� his os*►n ex��::��. ��-b . 18 ���T�r�CT�R' S�tE�P�t�TS T HI�.�'�'�i �'OR TQ� WQ��: Ont�� wr�.�t�n acceptanc� ��t th,e ��trxe� as pro�rid�d f�� in these �or��ract Doctsr.tenµ;, th� v,ro�k sh�? � be uzd�r ��e �.harge and c�r� o� t��� �ca�t:act��, at�cl S�� s��l� ta]ce ev�r�r r�eces�ar�r �r��autfon to gx��v�;x� �nju�� �� c3a�ac�� to th� �r��?� or any pa;L .. . �5-� (1�.) t�er�o� by a�ti��, af th� ���enen�� o� f�o� any caus� wh��s�ev�r, whe�h�t �=iai�tg ���ro ��� execu���n a= r�on�,�����ion �k th�e s�ro�'k. �'he Cor�t�act�� �ha�� r�l��iZdk reg�ir, �r�s����� �nd make gaad at his �wr� exp�ns� ��l in���ies or dama�e �o anv po��i�n �� �,�� w�r;� oc�asior��d by an�r af th� h�se�nabov� ���:���_ C�-�_�� x'TQ �TA���R �F L�G,��, 1��Gn'1'�-*; �I15��Ct�.001 by th� ���j±tlee� or ar,� crrder �� tl�� Ow�:��r �� paym�r.t of �an�y or ar�Y P��m��t ��r o� a�cep�a:��� af at��► work, or �np e�cteasiot� ar �im�, or �r�y pass ess i�vr� �aken �� tk�� Cit�r s���� no� oa8�at� as a wa �ve� of �ny pro�risi�n a� t,�� �a�ts��t Dacumer�ts . #�r��► wa;+re� a� any ��-��ch or ����r�c� sha�I n�t b�► h�1d t� be a waiv�a �� a�,y ath�� o� s�ab��qu�n�. �reac?�. . . 'i'�� Own�r r�se��res �.;�� ri�I�t Lo c��Y��t an errak � � � �=s}ovar�d in an�► est�ma`� ��a� ma have ��� ",�.a� ��y �} a�ju�t �h� sa�t� t� �e� � �� ��_.. �nd �o t th� ��guir�rri���� a� �h� ��nt,act Dac'+��:zts . ��-b . �� �:aR���1A?� ��;3�i.7T�' �F ��38��� �F1���_TA��: �n Ca�x'vinq aut �he pr�vis�ons oE �,h��� �on�ract �acn�ents �r in ex�*�cising a�y a�wa� of ��z�h�� ity g�anted �he�a��rde=, th��� sh�ll b� r�o 1?�'�;1�=�r ��o^ �?�� a�.'�hotiz�d r�a��s�:�:=�#; �::e �wr���x �+ �h�_ e�sor.a=� � a�_ve� o� � 1� _ ��r �_ ot�erwzse �s �;:ei� a�� ag�n�� and re�,�es�r�tat�,ves o� t2�e Cit�, � . � 6 - b . � � �'i'�1T� S�,�S T� : On s c� xr ����t �t�r�r��d �v �� � r ort Wo� �'� � . �z`� a� �1�, an or�a�x;.��i�,� w��ch' q�tali�ies �o; ���m�}�or� pur�,���t. the ��sovwsi�r�� o� �1�ti�Ie ��.44. {,�1 a� �:�e Te�e�s L= �� t�d �a � e�, e�cc? �e, ar_d �7s� Tax �1�� t�n� ��nt� a�to� raa� �urchase, r�t�� �: �a�sa ��1, m�L�=�a1s, su�v�{e� a�c e�zx��oent �s�� a� consu��d �z th� �e� ��r�t�r�c� o� th?s cot�tr�c� b�r i�suirtq t� his su�nlie� ar� ex��ptio�x �ertificat� in 1i�ra o�E �'�e ta�t, �aid ex�mn�i�t� �ert��i��te �a ��mr��� w��� ���te ���p :ro�ler' � Rt�Ii�tg .Q�7. �►n� such �x�lttatxot� c��tii�i�a�� is�ue�, b� �1�� �ont}a�t�� it� ;��,e+� o� th� ta�c sha2� �e stz����t �a �n� s�a�I cam�7,� wzth the pr��risa.ons o� S��t� �o�pt�o�J.��'s ft�t�ir�g .0��,, a�� �ny other �n���,ca��e �tate �omntr�x�er ru��.r��s p���,ain�n� t� th� '�e�cas �,izna.t�d Saies, �xc;s�� a�� ;�se T�x �S�t . CJn a��ntra�� aw�i=d�� �y a dev�I�ner ��� �h� ��r�sLr�c�ion �f a �u�Zicl�-own��, imot,��►�mer�t �.n �, �t��et �igt�t-o�-way or at;��r e�s�r��;�� wh�c�i ct�s �e�n da�i��t�d ta �h� �u,2�i�,c and th� Ci�y �� Fort ��rth� 2�r� organ�zati�� whic� qu���,�ies fo�r e�ce��t,�as� P�rsuant to tk�e n�o�ris�ar�s �� ,�r�icle ��.04 (�} �� ��;� Tex�� lamz}ec� Sa�es, Exc�s�, ar�s� i?s� �'�x r��t, �he �qnc}ac�or ��n �=obabl� �� ex�m�te3 in tl�� sa�� :�ar�r��� s�a��d ab�ve: C��6 (��) � 5;, _ "' � i. � • � � �. Limstec� �a��� E�cise and T�s� 'T'�x �er�its ar�d 1fl�Oirn�Lion can :�� o�`�.�.�ed frc^. ��rn�t�e���e= o� �ublic Ac�vurt �s S�].e T�x R��►is��n �api�ol S�a��o:� r�us�in, T� } �t 0 � 1.r�"'� % �� � P ��T C - �ENV�A� �O�D�TI��� �fi-7 1�R�S��C�'��p� A�� �RUGRESS S��"?'TQ� �7-7 P����Ci1�'IOA7 �t�D ��D�,r� :S� : �7�7.1 �T3BI.ETT���: T�e Cont; a'c�or sh��� �e�`�:� w�th his aw� o;gan� �atior�, -and with �h� �ss�s�ar�ce af w�ricmar, �.��,e� his immed�ate �upe=in��n�tancef wor� �f � va�e�� �� r���� tess t!�an �i�t� (50$) ��rc�n�. o; the tr2�1u� e:a��aceci ir� �he co�wr�et. �f th� Cor���act��r �u�?mts ar��* pa� � of the w�rk t� b� ��n� ����r L:���� �ont�a�� �oc•.;.���n�s, h� wr��,]� now under V '�- 5 L ��r �������'� �� �Ll� r � 1 � ��'3 ��r .�r��i��i���r�� y�, ����n�i�i__��r anc� a�Ziarat#an as��;r;a,� �.zde= =~�'S� LO:;`w..�.d�� �J�C'?�@��3. �'i�� �i�tITS�C�=�I]S �� ��1$ LY���;3�ar �xil� be witt� th� �a�n�ract�r. �u���n.tra�t�rs wi�� k�� �ar�si��red anly� �� ��,� capacit� of �m�io�ees or �ra�km�n o= �he �o r� t� ac tor a�� s;�a? fi�e �ub �ec 4�o ti�e sarre �ec�=� a:�;�;�ts �� �� caarac�er a�d �or�p���n�y, ���. Owne� �ti�2 �a� rec��,;�i�e ,aay s�bcont�ac�ar on ��e war3c. �'he C�ntra��c� si�a�l a� a�? t��e� �rz^n �:�� wo�� is �:: ��a:���c��n �� � -- r�k � � r _��]C�.�a��1��C. � �".�= f fl pr'tS�Tk �� �i� �. ��:�.�.�;�Z��i.ti�::� �� ����� ��7�������. �'4�1�`�1.����~ti��i wG��.} �.'�—�. � �i�'���'.��'.*;�V:' ��C' �.`���'r'{�.��!�": �"�? �.'.�II4`-i����� 5+7�?� 11G� �Ss��I�t i��l�S;?�{�a�f G'��]V�V f 0= 0�:1$�'rl=S� C�;S�O.''s� Q� '��1� �.�:����{�i4 �r �i�� i��i���3f ���1�,F �� �:Z��.�.��� �f: �.�'L{} 4.iR ��...�� o= �.r�y pa�4 ti:8}�eo� wi�ho�x� t�e �ra�r��us ��,z�e�� a� t�e �w:.�� e�cp;e�sed �� rasolu�_a� o� �he �it� ��ancil. �nc c�ncr,�:re� in �'JV �.`:1-L� w�7L�w�iI�S• . �� �,th� �on�ra�war� coe�t w$thaut s�ch gr�viou� c�r�s�a�, ass=rrt, t�an����, �u�?e�, ���v��t �r a����:�*�s� disp�s� �� the �ort�rac� �� ��.s r��l�t,, ti�,�,�, or �n��r�s ���,era? � or �n� pa= � t:���ea� t to any pers�� a� �o�:�or�sr pa��n8rsi�ip, ����ar��r, f�r�� or• CO=�}O+C3�1��'lr ar ���� h�r hank�upt�.�rr volur�tar�r or i;,v'o�.u;��,arv, a� b�r assi�n��n� u^c�r t1�� in�alv�n��r laws o� �r�y ��at�t �t��er�pt to dis�asa a= �?�e con�racw a�ayr a� th� �n���n of tk�� �wner be r�vo�c�d a�td anr�u�le�, unl��s �Y�� S�re4ies sha��, su���ss�u���r ��;�ale�,e said con�ract, and zn �k�� �ver�t of an�r s�xch .��voca�i�r� o� an:�ulr�ent, ar��r marxi�s du� a� to �ecora� due tt:�d�x� �r by �ri��u� �� said cor�tra�� st���I �e r��ain�d b� t�e pwn�� as l�qtt�da�e�? ��m�,��s ��i �h� re�,son tl�a4 i� ���,1� �� �m�ra�ticaExl�� a�r�� ex�r�r�t��y di�f i�u�t �a ��x �h� ac���l �'ar.t�ges. �7-� . 3 P��SL�LiZ'�0� �� TQ� W��� : �� �,�r ta �egint�i�g an� ��r��"uc�ion ope�r��i�n, th� C�n��acto�' sh�l� s��r¢i� �a t�ie �n�in��� in �itte ar m�ra c�gies, if r����s�ed �y ��4 �;-t� , r ���o���ss s�;��cu�� �����r�,b1y i�s c:�ar� o� diagram ��ar��_n��-a �= ief autl�ning �� d�t��� and s�err �y st�p �he rna:tn�z a; ��-7•{1} psos�c�tinc� �h� w�rk anc� orde�ing mat���a�� and eq;��am�nt w�ich h� exp���s to follow in or��� ta �om�].ete �h� p= c�ec� ? n :.�e s�hedul�� t;me. T�,��e s'r:a�l a�sc� b� su�mitt�d � t,a�sle �E ���ima��d �maur�!s to �e e�rned ��► th� ��ntra���r ci�� ar�g e�ch m���'.-��� �stirn�t� pe��ad, - m�e �on`�a��or s�z��l �ra�men�� �h� w��k to 1�� p�a�a�,�ed ur���� this contr�c� wiw��r� t�e ���►t� l�r�,�t s�awe� in �h��� Cant��c� D�c;�m�nts �nr3 sh�? �, co€�d,uct t?�e wo�'3� ir� a�ar�t#n�o�zs ra�r�ner a:�ci w�th ��tfi,�cie�4 eq��pmers�, ma���ia�s, �en� ���or as is ��ce�sa�y �a inss�e its �om�3��ior� vrit�in �he tim� li��t. Th� s�q��n�� r8��e�Led or all cans��ttc��an ooera���r�� sh��� be ��. a�,; �im�s as spe�iiied �,rt the �peci�� � �an�racti Da�zt�e� �s . An� d.�v�ati�r� f=am �cu� ��qu�n��nc� sha�� .�e s��mt��ed ��y �h� �na�n��r ���� �is �n�r�e���_ �c�z�t� actor shal3 n�� p�roc�sd wi�h arty de�ia��.ar� ua�iZ he has r���iv�c�, wr�t��t� a�nr�va� �rom t�e �ng?ne�r, Sue�, s���if���ati�n o} ap�r���� �y �?�� Enqin��� �:��11 no� ra���,�� ��� �antr��tor fra�n t�e �u�� a�s�ans��ilit�r Q� tFl� CO��J� ��� D����''�nC� Of �:3� ��r1t��C�. � -` 'Fh� c�nt�ac� t��ae �mav -be ���r�,��, e� on�� as �e* �c�th �,r� Se���,on �"�-7.� "Ex;�1�s� on �= T:.me o� �o�p����.on" o� �.�:�s r7g;��rae*�wr �:�� � �ro�,��s� ��a��;��� sha� �„ trot c�ns�i�u�� � ch�n,ge in �,f�e .�r �i� �� ��`r} ��1�8 � ' ' , �'I��.Q� �+�i"iT�I'�":�0�� Q" ���'��'I'T�i��: 'i'�3� WQ��'i.^.� 0��=���0^5 �ii��� ii� ��� 4�W6��Vii�����r�.L �� ��i� �4.lii���}!�r �4I 4� �V C���'k�� � [lilfli;�'.:.^.1 2��'�:'CW O� +�CO�1V'�E7YEfXC@ �� �fx� �1Z�3�,i�. }�t ar.� ti�� w�er�� =r� t;�e j�;��rn���, a� the Er�gin��*�, t+`�e Co�Lracto� :�as ai�st;u�t�d ar closed or is car��r�.:�q ozs o��=a�ians ir� '�, p�r4.'ior� o��a st:��ti ar pub�i�- �ra�r�qr�at�r t�an �s r�ec�s����� �a: the pr��er e�c�=�,�ti�r� o� tha w�z�k, �i�e �ng�az�8r ma� r��txir� t:�� Ccrttx�c�or t� f+;�ish �he s�c�i�r� or� �+�ich ��eratians ar� �r� progress t��ror� tl�� work i� comme�sc�� on arzy' ��i�it�.ona� 5 �?C �IOFI [7� S �= ��� _ . . �7�7.5 �HARA��'�� 0; �'���MEi� �NT� E4LI�FMENT: Loc�l l�b�r �ha�l be us�� b]� t�i� �ont�ac�or �s av��la���, ��� C�nt�ac�or ma� br�ng �n �ro� au»���e t�� ���� o� For� �'o�tl� h�.s ��� m�n an� h+s su�e=int�nclertt. 1�I� o�,�te� work�er�x inc�uc�ir�g e�uipment op��a�ars, znay �e i�npor�ed an? �t a�t�� t�ie l��a� sug��y i� exhau��e�. '�k�e Cont��c�vr �haZ�, �r�nlo� a�ly su�h sup��i.nte!�c3e:���, �o=�:rt��, and waakm�n w�o �,�a �are�ul c�a��eter�t, �,na ft���.� c���lif��d �o perf�sm tl�e de��i�� �r ���ks as��gne� tq �her�, artd �h�� �x�c�in�e� ma� dea�an� �r�� se�ur� th� ��rm�ary dism�,ssa� of �t��r pe�`�an o�` per�orts �rr��,�o�►�� ��r t�� �orit�act�,� i� ax� abvut or c�tx t'�e ura�]c whp, ir� the o�iaio� of t�� ��n�r, shali mksca�du�� ?zims�Zf o� I�� �o�snd �o b� i�cam�e�.�;�t, dis;.�st��c��u�r intesrrgera��, di�han�s�, �� C7-�7 C�? ot�er�rise obje�ti�rr�,��e a�r t�eg��etf�,� �.n the prv�e= ��� forrnanc� o� �is o: the�r� dt�tY�s, or �rho r�eg�.e�µ� �r ��fus�s �� comp�y w� �h o� �a�ay out th� dire���ons of ti�e Ow��r� and �uch � p�� ��r� o�' pe=sot�s sha�l t��t �� ��a�lo�ed a�a�r� thereon wi �ho�t wr ittea c�n�ent �f th� En�in��r, . �� 1+.x�rl�m�n sha�l k��u� su���ci�t�t �k�,11, a��Yity, and ex�e��.e:�ce t� n�����Yy perz�rm th� work �ss�.�new to �i�e�t �:�� �nera�e 'a�� �quz.�rn�r�� n�ces��=�r t� p�oaerl� .ca�:�r o�,� the ne��vr�anc� af t�� ,�ssigne� duties. :'h� Car��r�c�ar sh�'1 furn��h ar�d rr�air��a�� o� the wa;'� a�� s:r�� ��:�i��ner�t �s is �o�:s�de��� to b� r�ecessa�� �a� p�os�ca��.on o�� th� w�rk ir� ar� a��a�table maa��� ar�d a� a saLis��������r r�L� a� �rogr��.s. �11 ec����z�ent, �a�isr an� mac��n�r� u��d �or handling� ma�e:�a?s and ex�cuting a�� p�.a�t o� �1�� wo�k s�r�Zl be s�:����� �o �:�e a�e���ra1 0� the �ngir�e�r a:�d s:��� � i�e _�naintain�d in a���i���,c�a��, sai� ae�� ezfi��er�t war�c�r�g cor.d�.t�or�. E��a;��e�:�. an an� gor�iar� o� �he �ark sh�ll �e su�h � z� � t�o ir���z�� t� ��e wark, wo��mer� o� �c�jace^t pro�e= �y ui��. � ��ul � �z�m i �s us�. . �7-7.5 �10�FC ��=�,7[�:�y: E���se� wor}cir�g darrs s���� b� c�.�����3 �L�,M��.i� Ai�ii �ii� r1��4 ��� �fi 1TW�� ir��ILL.+��L�� g� �����G4 #ii � 1-� . � 3 "WOr��Ii�� ��Y,� �r �he data s�i�ula���i in the "��R� ���E�" �or �e�?;:r��,� war�C, �vh�.� :�S�ver ��m�s �i���. ��t,��,�g �� t;�ese Cor�t=ac� Da��m�r�ts sha�l �� �o�.�tru�c a5 �=orr=�it�:�g t'.ze �or.'�r=c��� �rant �,*a�k�ng t��t 5�}��,a�r, 5����i�+� �,: ����a. �O�xG����r O=,�V'�C��:Y� ��121.`. '��la J�.{�I;OWiIICJ ��_�?a?L��.'.^-`�.5� 3�� � ' � � L * . 21. �i ��Cll$$ti. �Q WO��f �il � �CJ$�l��C L��a1 f�a� �,day must be �ad� ta th� t�an ti�e gr����d :r�c� Th�ar��ia�. �atur�a�t Su��a� or �a�,= ;e�; na �a��= b. Ar�� w�x7c to be �an�� on �he �raje�t on s�ch a specifi� Sa�.u�d�� r Suanday cr Lega� Fia�iday m�xst ��, in ��� ��ini�n of th� Engineer, esse�t,i�� �a tl�� tim�l� comt�?e�.i�n o� �he pro�ec�. ��:-�e :�n�i:���a's ���15=Qh si�a�.�. �e �ir�a� �� �es�ans� to such � ���ues� for an�a�cov�l ta wazk on � spec?f�� 5a�urda�r, S�nda� o� �egal �o�idav, �,r�d n� ex.t�a ��mp��s��.i.o� shai� 1ae allowec� to t�e C�n��a���� ��= a;��r �r�;�c �e��o�med ot� s�c;� a spe��,iic S� :�xrd.ay, S�ad�,y �4 ���a� �3oli�ay. Cal�ndar Da�r� shal� b� �efin�d in �I-l.�d a�� th� �or�t�a�t�r rr���r wa�� a�s h� s� ��sire� . �7-7 i 3 1� �'� C�-7 _ 7 T? 2�E 0�' CQ�it�E�i���1E.�1'�' �ltdD ��MP�,�T�ON; T�e ��nt�ac�ar s: al� c�rnrne�ce the �r��]t�.z�g ope��tior�s wi�hin �he time s�e���ied it� the ��ntr��t �o�um�nt� �nd set �o�tk� ir� th� W�rk Ord��. Failu�� t� �o so sha�.� �e cons�dered �� t�� �wner �s a�andonm�r�� o� �h� C�nt�a�� ��r t�:� �ont�a,ct�� �n� t�e �w�a� .:.�� Pro�e�c3 a� k�� sees ��,� . �:�e ��r�tracto� shaY1 at��,�tta�.tz, a��te of pragx��ss su�� as wil�, i�:�ux'� t�,�at �h� whaZe wc��� wi�.I b� �er�orme� �r�d t�� pra��.ses c��a��d t�� in �cc�rdar��e wit}-� the �on�x�c� �Qc�+�ents �nd wi.��in the �ime �stab�ished in su�t� docurnen,ts ��� such ex��rxsion o� tim� as m�,�r �e p�o��rl� at�ti�ari��d �y �?�e Owa�� _. C7-7 . � -�]CTEN�?Ot� ��' T�M� ��M���TIOtwT: Th� �on��a���� � � r�au�st �or an �xten��or, �� ��m� of��os���.etian shali �� �onsid�red on1� w�,er� th� ra���st �ar s�x�h e�c��r�sion �,s �u��itt��d ;:� writing to t�� fing�;�e�r �r��t�in s�v�n da�s �r�m ars� a�te� the ��me a���ged c��se o� d�X�� sha�� 1�ave a�crzrre�, St��uld an ext�*�siorx of ti:� tia�e o� �o����t�an �� requ�st�d s�c� reQ��st u=11 �e fa�w�,{��3 �,� t�e City Co�tn�il �or a�pro�raY , � � �:� ad�us �.inc� th� contra�t titae �o� coz�g���ioz� o� wa��C, �cnsid��a�ian �rill. �e giv�n tv u.n=vzseeabl� caus�s ��v�;�� t�� cantro� o� and w?�ho�� �he fat��t o� neql�g�nce o� �;�e Cont_����r, inc?�diag h�t ].�tt��._t�d to a��� ai ��ie p��ii� en���r� �� �s o� the Owa�i, f�re� �,�.�od, toznad���s, e��d����sr c-,�ra�t=ne res W{ic���ns, strikes, fr��,�:�t �a�c�o�s f ct ��la�s �i s�x�-��ont=���ar� �u� to su��i �auses. , ` �h�z� t:�e da�e a� cor�p� et��n is �ased o� a c�lenda� �a� k�id, a -�c�t��t f�;. �x��nsion �� �ime l��c�use �� ir��?e�e:�� w�����r �+►�i1 rs�� be coz�.s��1e=e�. .a► ���ue�t for a��ensi�r� o� �,im� c�t�� �o ina��.1=t�► to abt�in s�zpgli�s �nd ma��ri.a�� wi�,1 be c�r���,��rec� �:sl}� w�ier� a��view o� tY�e C�n���,��arrs pua�h�s� ��d�� date� a!zd ��he} ��r�in�r�� �at� as re��est�� ��r th� �:�c�i.t���r in�ic���� �hat �l�e �or�tr��to� �a�� raad� 3 �pr�a�i�e aY��:t�at t� s�car� d�lfve�'� or� sch�,�ciu�e. This sk�a1J. zr�c�,ud� e�farts �o ab���n �he supp��.es, a►r�� �ate����s �rom �lter;�a�.� ��u��es in �a�a t�� �i��t s��rce �anna� ��,lce d��.iv�=�. I� sa�isfac�ory �x�cut��r� anc� com��.e��.on af th� cot�tract sh�t�lc� �e��sir� wo�k �r�d ma�eri�Ls in e�z�a���r ar�oun�� or �riantiti�s t�a�n thas� ��t �a�th �� �he appro�r�d ��ntr��t �octxments, �hen �C�� coat�ac� t�.�te ro�,� k�� zrt��eas�d �y �hanq� �}�e�. �7-7. 9�EL�YS : �'�he ��r�t� act�� s%all. receiv� n� c����nsa�i��t �or �alays �r �a.rt�rances to the wvrl�, e�cept w'k�en direc� and +�:�avozdai��� extra cos� to th� �or������Q� �s �a�xs�d by ��re ��i].:��e of ��� �i�� �,o �rov�de in€armat��r� �� ,mawe=ia�, �� C7-7 ( 4 �,, a;:rt�, wh�ck� is �� �e �urr�is�ed bv t�� �i�y. y��en such �x�ra c�rnp�r�sa�iar� �.� c�a�med a�r�itt�n sta�ement Lh�reat shall �e �r�sented b� ti�e ConL��ctor t�v t?�e ��g�n�er �nd xf b�t him �aur�d c��rect st�all be a�grav�c and r���r�ed hy �iim ta �%� �aunci], far �ir��� apnroval or disagp�oual; �nd the a�}ian t�eraon h� �h� �ounci� si�a �� �� f ina�. and, b�nding_ If d�� �,� �s ca���d �y spe�ifi.� �rde�� ��ven'�by the �ngin�ers �c� s��� w�ric, �r b�r �.?�e p�r�orma��e o� �xt�a w�r}c � o� hy Lhe f�i} tt=e a� tE�e �it� ta �r�v�de rr�ateri��.� or n��ess�}�r x�s��uc��ons �or �arr��n� �n the workr th�� s�c1� d�1a� �til� �ntitle t�� ��i�t*-��tor to �n ecu�.va�ent exW�x��i.�n of time, his aa�xi�at+on �or whi�h s�e�1�, how�v�� ,�� su�ject tc the app�ova�� of' th� ���y Caur�c+ �: ar�d n� ��ch exL�nsi�n o� tirn� shal? r=? ��s� ��ie C�e�t,acw�� �r th� sur�ty on l�i� p���orr�an�e bor,3 fr�r� a�l his ab� +�atiar�s he����n�er whicY� �ha� 1 r�:nair� in �;�?� �forc� un��l �h� di��har�e of� ��� c�nt*�a�t. - - �7-7.1U Trr.r� �F �Q,,,����?'_��: �`h� �im� o� �om��s�for� a.s an es��:�ti�1 �l�r���;� of the �ont��c�.. ��,ch k�iad�} sh��l �n�i���� =:� �'.:� -a�propr���� p�a�e or� t�� ��st page of t?�e ?���as�l �he n��t�e� �of. w�rkirrg ��,ys or c�,�e���� d�ys �hat he wi�1. �'�a�=i�a tv �u? ��r car�J.et� t;�i� �ar�t= ac� �� the tirne �# c��:�:��=or.��= � 1 �� s-p�cifi�d i�� �h� �it� ir� �:�� Propos�l se��;on vf ti�� ���i 6i �.�� �Q��aiG�� L� r ' � T"r:e nur.�b�= aa da�s �.rtdicata� �%�1Z 6e a r�a?�,s�i� est=ma�e o� t:�� time r���i � �� � w� ���t�� e �e � �e w�: � cov�� ed �� � �� s p ec : t �. � ��n��a�: k�e=zr� ��� ��or�, Th� a,z�o�xn� af tirn� so s��,.��: by �l�e s;a�ces��u� bidde} cr the �itu wi�.I b�came ti�� ��,me� cf c�mpLe*ior� s�ec?�;.�� in the �on�,�a�� Do��rrren��. . �or e�c� ��ca��n�ar day tl�at'����r w�,k' sl�al�� ��a;� ur�ca�n�?��=�. 5���� �rl� ��;[l� 57��1���� 1r1 ��1� �OL1L��C� I}OC'1,T1�,^,L�� �� �]'3� ir���'�ase3' ti�u� g�ar���d hy the �wn�r, �r as a�:=ar���ica?�.� ir�c��ase� �v �d��.�}ana], wo�3c ar mat�ria? � ord�red a�t�r tk�e cor�t��ct is sign��,, th� �u��n p�= day �iv�n �,� t�� fal��wi:�g sch�d��e, un7,ess �t�erwis� spec�.f�e� ;�n other p�rt� a� th� �ontrac� �o��,�m�n�s; �,ril.�. �e ded�c�.ed fr�� ntoni�s du� �h� �o'ntrac�ar� r��t, as � p�r��I�.�, ��� as �.�guidated ���a�es s�.x��e�ed ��r t�e Ow�:�4. ��iOiJ�T C}�' �O�,i'E':�?���' � . �]x��� *�7 ��r���. � �7x��� S s�t�701 S YOOt�01 i�ess th�n t� �O �O �� to � � � � $ � �f�Q� ��FQ�Q ��r��� �Q���� �00, OOQ 5i�0,00� �7-7 �`5 }" •- 1ClC�lIS�V� � �:3C? ll� a �� � i.r��Zu�ive � �!3G'ZllSw V�► � �.s�c�,usiv� � �n��.u� i�re � ��.�� +i� . �Q ��+�Q � �� . �� �.��_OQ 2ZQ,4� � ���7, 00� � �� . ��, ���,�QO inc�usive � 3��.0� ��, OQ�, ��1 to ��, 00�, 0�� ir�clusi�r� � 4�0.�� ��,��O��OI �nd o�x�r � • ' � �3Q 0 � ' • y � T�� par�ae� E�er��o �nd�rst��d a�td agr�� tha� ��y �a±� �,o th� ��ty ca�s�c� �� �he Contra�tq�'s c�e�a'�r �r� �o��Ze���q th� w��k he��undex� ir� ��,e t�m� �peci�ker� ��r the ��ntirac� �ac�me:��s wou�d b� x��aga�le �r v�r�x di�fi�u�� o� ���t�rate es����ti�n, �n,� t�i��� the �Am�u;�t o� Lig�rid�t�d D�m�ges ��r �ay", as s�t �ut a�ave, i� �, re�sor�able for���s�, �f �ust co�pensati�� �u� �he Czt�r -��� ha=� �a�x�ed t��r any �i��ay. _ � 7-7 , �? sas��'�#srot� �� �vEJ�T oi�D£R: The �a�4r�c��r s��� �, s�s��r�� o��;a�{or�s an suck� a�� o� � P p�r�5 �_ t�l� wO�k Ordered '�� �ny ��u=t� an� wi�1 not b� ��,��ti�� �a addi�ional ��r��ertsat�an �}� �rir�u� �� s���i cou�t o�d�r. �ezk- 8_ be �ia�1� �� �h� Ciw�* in the e�rezt the �►r�r�t i� ��`� ���1 he �ou� � ��de� . i�eith�� �i � 1 � h� �wr��r k�� �t��n�r.d�d �y a �on tr�,� t or h� vir�u� a f an �- � i�°� e t� � h� �h� �'�►���� �� no� S�1a7 Y�o�_� �ra�r �r ac�ion far wh�.ch . - . ---� r�s�ansi�l�. . �7-7 .�� 3`E!+fP���,�� SJ����f��D�J= '�'�ie Qwne� s'�a?�. ha�,•� �h� �� h� t� s�tsg�rtd t��� �ro�� ���= ��i vn �rY�.ol � �� �; 9 r� =_a �ad �� p�= ? o�s af t��rte as h� sna � ae�m�nec�� ��o` suc� �Z ��.i { t$�1a �f�� t��� � „r7�� � ��� �� c'ond,it�.orts �r ar��r ��her tsa�a�or���e c�Rdit��ns whi�?� ir� �he og�:��i�t� o� ��e Own�r �_ En a; -urt+�e= �r�s��u;,i�r� �� �he �wor3c to �a u:�sati�s��acto'ry or �e���m�:z��l wo t,h� inte��s� o� the p���ec�. Dtrr�:�r� 4���ara.r� s�as��:-:�ior� �� w�=k ���rered by �h�s �ontra�t, for �n�r �e�sar.r ��e Dw��= wi1Z m�ke r�� e:c�x'a �ayr��r�� �o� s�and-��r �;�me of �ans: ��r�t�or� equ:nm�n� �ndJo� �or�s��uct�.on cr��s. �� i` �k�ould �e�om� nec�s�a��► �a sus�er�d w�rk fcr��,r� in��£ir�ite pe����r the ��nt�actar ��a�� �tar� al� ma��;i�.�� �� ��c�x rna�xr�e# that t�e�r �x�I not a������� ar i��e�� ��e p,���i� u;�n���s��rily nor ��cam� d�,m�q�d in aa� w��� �nd �he sh�,�3 �ak� ev'er� p��c�,uti�r� �o gre��n� ��Ia�g`� �r ��t�riora�io� �f th� yr�r� pex��or���; �e shall �ro�� de sui�abl� dr�Yr�a�� �ba�,t the �o��c, �r�d �r��� �e:nn�ra�y structur�s �here ��c�ss���r. • 5,�o��.d th� ��r�t�ac�oi na� �e a�+I� t� carno��te � p�r�i�n �f t!�� p��j�c�. d�e �a c��sses be�tanc7 tl�e ca:��ro� �� anc} w��hou� �he iault o� neg��g���e �f the �ont�ac��r �� s�� ��r�k i� P�.�'���'aol� C7-7.9 ��CT£N�I��T OF T'r�� `�'�ME QF �'J'��r^m�{7�,1, a�Zd ,�:za��s�c� �� �� a�ter�ined b�r mut�xa�, c�r�sent af tk�e C�nt�actar a�� ��� E�gi���r t�a� � sol�xtiot� t� a�.Iow c�r�s�ructivr� �o �roc��d is not a+ra�t��b�� with�,n a rea��na�1e p�a;�d o� time, ���� t�i� ��rsLrac�o} m�y �e ��a.m�ursed �or ��e c�st o.f �oving ��s �q�i�r�ent o�f th� j�� ar�d z�t�r€�;.ng t�� r��c�ssar� eY�tipm��t �o the joh ��e� �� i� de��rmir��d by _th� E�gin�er C7�7 (�) tk�at cons�r�t�4za�r� ma� �� resum�d. �u�h reirn�u�s�ment shal� �e �as�� �n ac�ual. �ost to th� Con��acto� o� m�ving �he �q;tigm�r� ��d no oro�i� w�l� �e al�o�r�d. �Io r�ie��urs�rner��. ��,�11. b� ��.�ow�� i� th� �qu�prn�nt is ��v�� to ar�o�.l�e� �a�structior� �roj�ct �or th� �i�� o� F��� �Tar�h. "�'t�e ��r���actor ��a�l n�t s�s�end �.�r� wi����t w��.wt�n �rs�tics ��ot� tne ��nc�i���i an� s�a11 procead w���i �;�� wo�]c ����ations p�r�mp�l� when �ot�f ie� b� the En�i�e�� to �o resurn� ��e=�tions. , C 7-- 7, 13 7.'ER?�SINA'2`I OI� OF ��t�'��ACT DUE 'i`Q �A'�`�ONA� �:wf��GE���'': �hen�v�r, �e��,u�e q: �1a��.or�a1 E�n�rgen�y, �o [ie�la= e�' t��+ t��� R�esid�i�� t�� �he U�ited S���as �; ot1�e� �ax�fuZ au�h�*�tv� iL be��rn�� �rnpo�si��e fa� the Cont�:a��or to obtaa.n a.�l of th� r���essar� �abor, zrsat���al�, �n�7, �quipm��t �a� the p��s�:uti�n o f �h� �ar�t wi�h r�ason��ii��e ��r�� inui�� f or �, p�rioti of two m�ntY�s� �h� �ont;���or �h�l�. w�th�t� seve�t d�ys r�o�ify the Cit� in wr�.tia�g. g��ring a de�ai��d statezn�r�t o� �Y�e e��o��� �r�=eh �a�r� beer� r�ad� �nd ].is��r�g �.�1 n���ssax'� it�ms a� �a�or, mate�ia�ls, an3 eruipm�nt not o���ina��e. ��� a�ter �nvestig��ior��f the �wn�r �zt��i� that s�x��i �ondit�ons exis��ng �nd �ha� ��e f.na�ilit� o� the �or,t�a�t�r ta �ro�e�� #� no� a��r�.�u�a�le ir� w?�o�e ar ir� p�rt to th�. ��eu�� �r n�:.1��t o� th� �ontrac�t t:�et� i€ tC�e ��aner ���r��� ��t�r r�a�or�ab�.e a.��or� as��.s� th� �oat,r����r �z� �r�o��xrir�g �nd �akir�g ava�l�:�l� the n�c#�sa�� �abort ma�e*�ia1s an� eg��.pmen� �a�thin �l�irt� d�ys, �k�e �or�tract�r m�y �eqt��st the Owr�e� �o ���mir���e the con�.;a; w ar.�, �he Ownar �ta� �am�Iy w�tY� �h� rec��es�, �r�d tl�e ��rmiaa�ion shaZ� �ae �ond���.o��d and �as�d �a�o� a f�na� s����l,em��xt r.�u�u�1�� a���p�ab�e ta botlz �Y�e �wn�r and the �antr���or and � in�l paym�nt �1�a3 1 k�� r�ta�e ir� a��o�3�r�ce with th� �er�s o£ t�re a����d s�t���r�t���, w���k� �h,�i� �n�lude, bt�t �o� 6e lirn�.�e� �o, t�� pay:��c�t for �1� wo�l�c ��c�c�sted ��� no an�ici,�2��ec� p= of its on work �r�i�h has not �een pe��ortned. �7-7 .�.4 SLT�PE�SI�tw �R ABAi����7t�l�'�T Q�` �FlE Y+'OE�� ]4I�7T] ANNLf�,l�i�'�'� D�' C�N'�RA�T: '�?�e wark ag�rations on �,1� o� �r�y �o�t��n �r � e��� o n o f t h� +�c�r ic ur� d�r Co�n t ra�t s�a�� �e sus��n��d z.rr4rti��'�.�te�y orr �*����en ord�r �� th� �n�inesa �� �he ' �; ��t= a� � ma� be r����asec� canc�J�l.�d b� th,e �it�r �ounci� �o� a�v ��od an3 suf�icient ca��e. T;�e fallawinc�, b� w�.y ca� examp�,�, but r��t o� Iim#�ation� ma,y b� ��r�sid�r�d c�raur�ds fo� sus��n�ior� o� car�ceZlation: a. �`a�lur� �� th� C�n�.x���or �� �arnrnen�e wark oo�ra�ions wi.thin th� tsm� s�e��fi�� �n the �orl� O�der iss�a�d �y the pwner . �7�7 {7� b_ �ul�st�n�i�,l �rrj.d�r�c� �.ha� pr����s� o� �he worlc ope�ati�ns �y �or��r��tor is ins��f�.c��nt �� ��m�laMe the w��}c �+�.t�ir� t�� s�eci�ie� t�r�e. c_ Fa�l�tre o� t�� Cor��r���or ta pr��ide a;�d r���nta�n sa�4 ��ie�� �ab�r ancl �q:�=��en� t� �r��er�y e�cecute t�h� wvrkxng �p�r��ior�s . �. S�l�s�a€��ia� evid�rxce th�t th� �or�tr�c��� h�s �bandoa�d t�� work, - e. �t��s �ar�;,ial e*r�den�� �hat th� ��nt�a�tt�r k�as i���one , �,n���v�nt ar 1�anl���p�, �o,� o�herw�.s� �i��nci�,Z�y un�ble �� c�r�}� or� th� �rork ��t�s��ctori��+. f. F�,�.l��e on �he part of the �ontra�tor to aas�r�r� ar��r ����ir�r����s �� �h� ��r�t�ca�� Doc�trn�:��s ar �o com�ly �rith an,� o�d��� give� b� ��e �,ngin�er �r owr�er p��v�,ded fo� in the�e� �c�ntract �r��u�en�s . g. Fai. Iu�e o� t�i� �vr�t�-ac ��r �rompt,? 3� t� mak� go�� an� . d���c� in r�a��ri�,is or c�tc�r�Cm�ns�ii�► or any def��ts o� ar�y r,�tur� ti�e �orr���ion of wh�,ch has b��a ��rect�� �,� wr�,ti�g �� �:�e En��.ne�r or the pw��r. -�. �r��s�arxt�,�L evidence o� cailt�s�or� fo� tlS� p�rpose a� i��,�gal�y p�acuri�g a con�ract �r perp��rat�r�q f�aud ar� the cit�t ir� th,e c�s�st��c���n o� wor�t und�� ._ �oatract,. �. A su5s�an��.a� iad�.�ati�r� �I�a� th� Corttr�ct�� has rt��.d� an urtaut�h���z�d as��gn,mer�t a� th� �antra�t �r a�y fund� du� therefro�m ��� the t��r��f�t af �r�y cr��it�r a� fa� arxy �t,h�� purpos�. �. Tf the ���tractq� st�a�.1 �or an�r cat�s� whatso�ver r��t �arr�r 4�3 t2�e �tork�,ng oger��ion in an acc�r����►1� ��nr�er. 1�. If �he ���,�ra�tc�x comrn�r�c�� �ega� �ct�or� ag�ir�s� tt�� Ow�,�r. . � cop� o� the sus��er�sian o�der p� a��i�n o� �h� Ci�y �vunciJ. sha;1 be s�►va� n-, ►�,� r�..�.�._„�_�. _ .. _.• su�p��ded �or an� �a�s� or caus�s, o��whenJ�k���cont��ct i� �an�e].�ed, the Ca�tracta� �1��11 discon��.nue �he wa�3c q� suc� part �iner�o� as t�r� �wner sh�,�l 3�si�nate� wh�re�sp�r� the �u;�t�i�s m��� a� tt�e�r �pt�.�n� as�ume th� con�r�,c� �r tha� po��i�n �he�eaf whic� t�r� O�n�r has ordered the �an�r�c�o� �a ciis��nt? nue� �nd ma� g�}�ox�m �h� �a�� oz� may, wa.th th� writt8n �7-7 {8} cor�s��t o� tl�e Own�� , su���t the wor�C o� tk�ati ��r�ia� �f �he �r��}t as t�ken ov��, ��ov�ded h�we�xe� , t�at the ��tr�tie� s�i�I� �x�rci�� �1�eiF op�ian, i� at a3.� f wi�hin t�ro w��ks ��ter �h� ��i�t�n r�o�ic� to d�sconti�t�� t�� wark �xas been s�rved up�r� th� Cor�t�act�r �nc� u�on the ��reties a� tt�p�� a�it��rized ac�en�s. T1�� sur��tes, in st�ch �ver�t shal?= assume the ��nt�a�tar's �J.�ce i.� al�, r��ge���, ar�d s�a�� b� paid �y th� Ds�ne� for a11 +aor�t ��z��rmed �y th�m ir� a�c�rdance w�,th tl�e terms o� _ the �ontract Do�um�r�ts. A1� monx�s ��:n�ir�,�r�� due �h� �an�x`�ctor a� th� tirne af �h�.s ���au�.t s�t��� th�reupan ���a�� du� ar�d pa�rable �o t�e �ur��xes �s ti�e wrork p�o�r�ss�st su��ect t� a1i a� �h� t�rrn� �� the �ont�rac�, Do�ur���x:s . �n case �h� S�sr����� da no�x �rithin tt�e he�r�tr�ahot�� sp��-i�ied time, �xercYse t�eir r�.�hG and �p�ian �o as�u�e t:�e �an4r��} �'�S�OI351�1I.l�l�Sr ar �hat �o��ion ��er�a� �hi�h the Dwr��r has ord�r�� b�r th� �onL*��to�r to dis�r�nt�nu�, �,i�er� t�� Own�r �h�.�l hav� th� pawer to c�m��.e�� � b� c�n�ra�t� or Q�.�1��'t�rlS�r as i� r:�a�* d�te,�rr�,zr��� ��r� w�#k h�r�i�x described �r s�ci� par� ��e=eo� es z� may d�e� n�c��sary, an� the Con�ra���r i�e�e�o agra�s ��at the Dwr��r sha�.l have �he ��ght to ta7�e possessi�r� o� an� use a�y �na��rials, -plants, �,o�� s, equ�,�mer�tt sup�li�s� ae�d praperty- o� an� k�t�d pzovid�c� �ay t�� Coatrac�ar �or �h� purp��e of c��r�=:�g on the w�r3c ar.� �v pro�ur� otr�r �ools, e�uiprnentx rnat�r�,a�s, �a�o� �nd ��.operty for �h� e��t����io� o� tk�� �ror7cr ar�d �a char�e ta �Y�e �,�co�tnt o� ti�e C�n����tor o£ �aid cor���a�t ��c�eryse fo� la�or, r�t�ter�ais, �o�2s $ e��af�rn�*� �, �:� : a11 �x���xs�s ��ciden��1 the� �to . T}�e ex�en�� so c'�arc��� �n�� � b� d�duct�d, by tc�e �wn�r �rorr� su�h �onie� �s m�� be �u� �; m�� b��n�tte aue at �r�y ��.m� th���a�ter to th� ��rt��act�r t�z��� and Lv virt��,e az t�� �antra�� �r an�r part �Y�e��o�. �he Ow*��; sh�11 n�� �� ���u����, �,a o�ta�z� th�� �ow�st ��d �or th� �ro=k �or�p��ti,r�g �he �ar�tsact� �ut �h� ��cp�ns� t� k�e deat�c�ed sh�? 1�e �he a��u��, c�s� �f �k�� o�r��r o� such wo=�c. �n c�s� �t�ch ex�er.ses sha�l e�cceed th� �maut�� wh;ch wouZd �av� b��r� paya�le unrier �he ��ntr�.�t i� th� sarr�e t�a� be#t� �aza�����d b� �,he �ortr�ctor, th�r� the �or��r��t�r �r�d his Sure�ies shaYl �ay th� a�rour�t o� �u�h �ar�es� to the Cit� or� n��i,c� ����rn t�e �wn�� o� the ��c��ss �ue. rr�it��n any p��t�c���r pa:t �� th� wo�� i� befng �ar��e� an b� tk�e �wr��� b� �ot��ra�� or oth��wis� u:�d�r the px��v3�zons o� �his section, �[�� Conti�a��a� sha�.3. ��r��in�,� tl�� r��naind�r o� the work ir� co��ormi.ty with the te�m� o� �h� ��n�r�,ct �o��men�s �n� i.� suc}� a r��,nnea as �� no� :�ind�r or �r���*-�ere wit� pe��or���n�e o� th� work b�r �,h� ��rner. � 7--7 .�.5 FULF I�.LM��T O�' �p�T"i`I�A�T : 'Z`he ��t�t� ac t w� �1 be consid��ed �s ha�►in� been fu1��.11ed, s�ve as �t�oerfd�d in �n�r �o:�d vr C�o�sds �r� �� l�w, whez� all t�e w�r1� at�d al� s�ct�or�s or pa� ws �� �he aro�e�t cov�r�d by �he �ot�tr�c� D❑��m�nts t���re C7—� (9) ��en ��nish�d ar�d cornplet��, �he fir�a�. �,�s�ecti�n made �y ��� Engi�eer, and ��� �in�� �cc�ptar�ce ar�d f��t�,l ��ym��t marl� i�y �.he �w�er . �7-7.16 TEF�M�I�AT2��1 �'�R CDtdV�N��I�C� QF Tfi�' OWN?n. ,7� . I�0_i��L� pk' '�E1�iI1�ATI�riT� "Z'he ger��x�mance �f t�ie w�rl� un�i�r th�.s c�r�tr�,c� ma� be t�rt►tir����d b� th� p�rrr�r in wi���e, �r fx'om �ir�e to �i.�� in �art, in accarda�te +�ith �his sectYoe�, wt�er�eve} �i�e Owr�r shal� c3etermi�t� th�t ��ach ��rmin��z�n is in �h� ��st �nt�r�st �� the �wn�r. Any st�ci� ��rr�? �,�tfari sha12 �e ���ect�d b�r rziai���ing � not�c� o� t�rmin�,�iar� to th� �ont���tar spe�i��r�t�g �he ex��nt to whi�h �erforznance a� warf� ur�der �h� �or�tra�t is tarmi.s�at�d� anc� t�x� da�� �ago� wh�ch srach t�:r��n�t�an f�e�orn�� effe�ti�r�. ��cezpt of th� r��tice sha�l b� deerR�d cax�c�.�xsively pr�sum�d �,nd es�ablish,ed wt��n th� I�tte� i� p?ace�, ir� the U,nit�d S�a�es M��.I by the O�r�er. Fuxthe� f i� si�sll b� d���n�d �c�nc�usive�.� presum�� at�d �sta�?isixed that su�� �ermina��.an �� made *„t�th j�st �a�se as �her��n s�a��dF and n� prao� �,n any ��aim, d�:�anc? or srs�� sha11 be �eeqt�i�e� o� �h� �w�n�r �e�a;ci;�g such dis�re��arar� actio�x. . 0 A. ���Z'R��TOR ��TIQi�: P,f��x' �e��i�t o� a t�oti�� a� �er�in�tion f aad e�cep� as ��h�rw,�s� ��re�c��d S�y �h� �ngir�e��r th� Cor�tr���or s��Y�; 1. S�ap work un3e� the �o�tra�t or� 4h� d�te a�td t� th� ex���t ��ecif�.ed ir� th� r�o�i�e �� t�r��� na��or�; �. �I.�ce no f��th�r o�rders o� sabcontrs��s for ma�erials, serv3��� �� �,�c��,iti�� ex�e�t ss may be nec�s�ar� fo� comp�.etion o� such p�rtion �f tt�� wa�k �tr�der tt�e ��a�r�ct a� is R14� teilti].na��C�; �. term�,r��te aIl or��rs �nc3 �u�contr��ts �o �.�e �extent tha� t�hey �e�at� �o �I�e �erf��manc� of Y7❑ � S � a r?1 � fl � a' a.� �. � � � �r a n r. #. l ,�. a n � L � � -� { �. ; r . ' T� 'Y �. tt$1�5��� ��.'��� �� tk�� ��r�n��, at t�e �� a�y, di��cted �y the Owner anc� deliver in �im�s, ar�� t� the �xt�n�, �he Eng�r�ee�; C7-7 { Z � i �. �he ��bri�a�e� �� un�a���,ca4e� par�s, wo�� in �rocess, �or���.��ed wprk , sup�l �.es ar�� �th�� m�ter��,l pr�au��d as a gart of � or acqui��d in conn��tiar� wit3� th� perforrr���c� of, �he taork t�rm� €�at�� b� the n��ic� o� �erm.ir�a.t�,oni �r�d k�. �he cam�l�t�d, �� �artiall� corr��le��� ��ans, �r�wings� in�orrna�iar���an� o�her �rop����r w�t�icht i� �he �or��ract had been �ompl�t�dt w�uZd hav� i��er� ��q�xi�ed t� �e �t�rr�isY�ed �+� th� �s�n�� . , � . coz��l� �e ��_ ��rrn�r��e �i ���h part of ��� wc� k as s�a�l r�ot have be�n terr�inatec� by the � I70�'iCa O� �$�F[X1S3�.�1017i �F3� � 6. take �u�h a�tiar� a� ma� �� r�ece�sa:�►, �r as th� �nqine�r �tay di�ectt for �h� p��tection and p����xvation o� t�i� gra��r��r r�� a��d to its. ��ntract wh�ch is ir� the �o�se�s�,�� o� ��V'� ��ii���lC�O� 8�'ld, ].l7, W'::'_C�'� �h� 0'�r:7�= h25 �� Ii��j� 3C�11f r� �i�� ��5�. At a���e not �,at�r than �� d�ys after t�� �ermiriat;on dat� sge���,fi�d in th� noti.ce of �e�m�n�tior�F the �ont�ac�or rn�� �u,bmi� to t�� E.�ginear a��.s� r cert ��ied as �o quartta, �� �nd �ualzt�r, of a��t �r all ��err.s of �er�ir�at�on �nve*��ory nat previou��.y di�r��sed ��� exc�usive o� i��ms ��e �is�osi�ion o� •�rhi�h i�a� b���x a�re���d o� author�.zs� b� the �ng�nee�. � l�o� �at�r t�3an I� da�5 th���a�w8rt th� Owr��r s�tal� a�c�p� tit�� to su�k� i��rns provided, th�t th� list su�np��.tt�d shall b� su���ct �� �re�i�i�ati�n b�► t�� ��gine�r upo� remava� o� the i�es�� o�, if t�� items are stor�d, ��.�h�rt 4� days �roas th� dat� a� �u�rc��.ss�.an af �he lis�, and arty n���s�ar�r a�lus�m�nts to correct �h� l�.s� �� �ubm� ttedr s�a�1 3�� made pr��� �a �ir��l s�et��.�r��ri�. �. '1'��M�N1�1TI0?� CL,A�1�!: W1�rYr^ �Q $dy5 af4ar R��1Ca �� term�l�atiar�, the �or�t�a��o� shal� ���mi� his ID t�r�i!�atio� ��la?m �o the �nain��r �� th� �o;:n 3n� wf�� th� �ertif i�ation ��es��i��d b� th� Enc� in��� . Ur�I�ss o�e �� r�►vre e�c�er�s�o�ts �t� writir�g are _ g�an��d by tY�e �wr��r v.�or� ��+��test �� �i�� ��r���actor, m�r�� in wr��xr�g within �u�h 60»-da}� ����od or a�sthoriaed e�ctensi�� �.h�ze�f t ar�y �nc� a11 su�h �Ia��r�s sh�11 b� conc3t���vely d���e� waiv�c�. �7-7 (11) �. ��+����'�= �u�j�c� �o �he provzsior�� o� Iter� �7-7.�.6���, �he �on��a�tor �n�i Ow��r m�,y �g:�e �p�n ti�� whola o� arty p��� o� �he a�mo��t �r a�o�xr�ts to �e �ai� t� �h� Con��a�tor b� r�as�n of th� t�ta� or p�rtia�. terrn�.r���ion o� +„rox�k �u�s�ta�,� her��o; p��vided� th�� �uc� ag��ed amount a� a�ta�ar��s si�al� n�+v�r �x��ed �t�e tota� �ont�a�� �ri�� as r¢d�c�d hv - • ��� �mour�� o� paytaer,�s ot�,�rra��� r�ade ar�� as fu�ther r�du�ed by �.he con�ra�t �ric� o� w�rk not t��rm�nated . The c�nt� ��� �hal1 be amn�,d�d �cc�rding��r, ��� ��� �o��raetor sh��1 �� paid tk�� agr��d amoun�_ �To �m�u�L ����� �e �lue €�r 10�� �r ar��i�i�ate� profits. �►io�h�ir�r� �n �7-7.J�6�El her��ft��� gr�sc�ii�ing tI�� ��o�n� �a b� �a�d �o th� �ontrac�or in �he �ve�t �� far,l�re of tlxe �ot�tractor b�r reasor� of �.he ��rminat��� o` w�r�C pt�rstzart� to th�s se�tion, s�a�.l t�� d��ra�d �a �imit, restrict o�r o��Ze�w�se de�errnzr�e o� a���c� t�� �rn�unt �r art�o�xnts w�i�h, ma�' be agr��� u�on �o b� pa�d ta t}�e Contx�ac�or p��ua�� t� th�,s �arag=aph. E. �2�T�EJ�� TD A��EE: �r� th� �v�nt �� the �ai�u�a of th� Canwrac�or and th� �wr��r to �gr�� as �ratric�ed in C7-7.16 {�) �t�on the w�o],� amour�t �o �� �a,��'��o t�,e �ontra�t�r ��r r�asa�x of th� te�m�r�atiar� af wo�k �u�sua;�� tc� th�.� sect��n �he Owr�er s1��12 �eter���e, on th� �asis a� in�o�r���i�n av�t�.�b�.e �� itt the arnour�t� f r an�►, due to th� ��n�,rac�c�� �y r����r. a= th� ��,:mi���io� and sha�1 p��r to �he �oatrac��� ��� ��our��s d�t��m�n��_ �io �z�os�t sha�l�, �e due �o� l�st or antici.pa��d profit�. . F. DE�Q��?0��; In �rr�.ving �t �h� ��a��� �t�e ��� c�ntractar u,n��r th�.� sect,���, �h��� sh�lY �� d,educt�d { a 1 a�� un�i q��,�ate� a�vanc� or other ��yments on �c�our�� �i�er�tofor� made �o �h� C�n�,�act��r app�j,�a��� �� ��� �era�in�ted par�ian of this cont�act; {b) �ny ���i� which the �wr��r ma�r h�v� a�ai�st tk�e �on�r��ta� i� conne��io�, wsth �hi� �antrac�; �n� {c) �he agreed gri�� ���, o� tk�� prc�c�eds of s��� �f, an�r ma�eria�.s� sup��i�� or �titer ti�ir,�s k�pt b�r t�e Corst�a�ta� o� s�3.�� p+�rsu�r�L �� �.h� prvvisi.or�s of thxs ��au�e, �nd no� ��herwise r�co�r�x�ed by or �red�t�ed to the �wn�r. �. A��U�fiM��T: If t�� te�mina�ipr� her��;nde� �� P��t �r�o�' tv the �e�����en� of t�e �erm�n,�t�� p�rt��� �� �hi� �vr�t�act f �he �ont�a��or r�a� f��� wi�h the Eng�r��e# a x`equas� in w�i,�ing �o� an C7-� {l�� eac±�-�ab�� ac� jus���nt o� �he pri�e or aric�s specif,�e�i in �he contra�� r�Latinc� �a the c�n�.�.n��c� po���on �� �h� �ont�ra�t �*�� por�.ior: no� ���mxz�a�ed b� �he r���i�e �� t��rr�in�t��n}, s���i eqr�ita�l� �dj�s�`�en� as rnay k�e �g��e� up4n sha,31 b� m��e in �uch p�ice ar pri.�es; r��t��.ng c�n��inei hArein� howev�; , sh�,l� Ximi� th� rig�� o� ��e Owr�ex' and tl�� �or��raLtQr �c� ag�ee t��o� t%e ��ount �} ��o�r:�s to be p��� to the �ant�c��tor ��� th� ��mpl�t�ot� �f Lhe cont,i��,;,#d �o�t�or� �f the c�n��act �+��r� �a�.� ��r�trawt d�es r�ot c�n"air. a� �s�ab�4s�r�d ���,t,ract price �ar s�s�h con��.n��d par��on. H, t�Q �,I�iI�AT�03rfi oF 1����iTS� �lo�hing c�r��ai:�ed ia ��is s�c�.i�n s�a�,l lirni� o� al��� �h� �i,�h�s wh��h th� Own�� may have f�r terrnina��or� of t�:.s contr�,�t uhd�r �7�7.1.� h,���c�� en;.�tlsd "�t�s���si�r� o� A�arrriq;;�e:�� o� the w�rk ar�d ,�end,r��n� tr� �an�ra�t„ a= ar�y o��er r�gh� whic�x Dw��r ma� %ae�e �or d���ult ok t�reac;� ai �oz�tract by �or�tra�tar . � � — 1 . t � �tSi,"�. L'Tv �'d��'���� ��� ��.�����..r� : �'�� �'Ji: ` ^` � 1 re��on���l���or��=:�t:i��:.r��# �nai�t�,ir�i.r�g, aa� s�n���i�,i_��a�� � = { •"• �J sa-_`e�y pr���t�tio!�s �:�d prograzns ia c�€�n�����n w�t:� ��e wo�k at a�l ���t�s �nd s:�al� as�ume a�I. ��s�aor�si�ili�i�s �o� t:�ei.r G� i���� L 4i � i 1 L � �he �ontrac�ar s':;1.1 �arr��J.�r w��h �e�e*`al, state� a:�d ���a� ��,ws, ordinan��s, ��d re�u�.at+ a:�� so �,s �o pratec : p�rs�n and ��ap�� L� ��a� in��;�� irs���xQ�:�� d�a�h, ar d��a,r�e i:� co�:necWion w:,�.� ��e wo=�. . i� ,� C7-�7 �13} P�RT � - ���E�AL �����TtO�� ��-8 M�AS�Ft�M��FT A��D PA�YM��'� ��'C'�'��3�T �8-8 MEASUR�xfE�T AND PA1rMEN'�` ��-$.l ME�S�J�EhS��T OF �L�J�1I�"�I�`�ES: The dete�m�nat�q� of qt�ar�tities �� war�t ��r£ormed k��r the Ca�,�ra�to� and auti�ori��d �y tl�� �o�tra�t �oc;�m�nts acc�ptably complet�d t�nd�� the ��x��� of �k�e Contr�,c� D���men�.s s���Y �e �nade hy t�ie En�ir�e��, ��.sed o�x rn�asur�ments rna�� b�t the Ene�inee�. Th�se mea�ur�mentis wi�,� be �t�de accor�linc� �� t�e Ur�ited Sta�e� �tanda�d t�e���xremen�s u�ed in c�mr�on p�ac}i,��, �r�d wi],1 �e th� ac�ua�. leng��h, ���a� �o'-=-� �or���nt�, n�}�k _as, and we�ghts o� the ntat��ria�s an� � �er�s in�tall�d. - �$-9 .� Ut�iI�" P����S :- Wher� ir� t�� P�'apos�l �'�Un�. � Pr�c�" �� set f�rth, tl�e saia "Unit Pr���" sk���Y xr�c�.ud� th� ��,rnish�r�� �� the� Contract�� of a�� �a�or, tools, m�ter�a�s, ma�l�inesy, ec�uipx��nt, agpZianc�s and appurter�ar��es r��c�ssar�► fo� �he c��x���u���on o� an� �ti�e camg�e�ivr� �n a�aanne� a����tab�� to t*�e Er►gin�e.� o� a?�, w�r}� t� be d��te ur�fl�r �hes� �or�trac�. Document�. T"rx� "Unit Pr�ce'� s�a? ], a,t�clud� al� pe.rman�r�t and t�rugar�r�r pr��e���ar� �� �v�r?�aad, s�trfa�e, and tzr�der�rour.d s�rt�ctuz�s� �le�r�ugr �inishe�:r �ve�h��� �xper�se� b�r�d, �nsu��nc�, r�ate�� f��s, ra�a�ti�s, �is� due to tl�e e�em�nts and othes �ausesf ��'-a�t�, p�afi�st ir.juries, c3ama,g�s cl�ir�s, ta�ces, and �lI other it�rns t�o� s���i��,�a�?y m�nt��r��d that ma� b� required t� �ul�� �art�t�uct �ach it�m �� the work comp��te in p�a�e �nd zt� a s�tzs:a�to�y cot�d���,an for o�e��tioa. �8-8. � L�1S�� SU�S; when in the �roposa� a"i�umg Sum" �s s�t �or�n, th� s� �"Lump Sua�" shal� r��r�sert� �he �o�a! c�st f�� the �on�rac�or to �u�r�ish a�,�, lab��, ��o�s, r�ateria7.s, ma���.r��r�rf equ�,pm�r,�r. $PP�t`ten�rtc�s, a�nd al� su��id�r�r wo�k ne�essaary �or the ��nst�u�ta.or� and ��rnp�.e�fon o� a�l tk�� wo�� ta ��o�'i.de � cample�e and f�nct�onal it�r� a� ���ai�.�d �n th� Special �o�,tra�� D�c�xments ar�dfor ��.ar�s. C 8- 8. 4 SC�PE �F PA!�i�E�T : �'�t� �or1 �t`actor six� �1 r��e� tre ,�nd acc��t �Y�e c�rnpee�sat�.anr �,s t��rein pr�vic�ed, in f�zl� paym�nt �o�r �urn�,shi�,g a�7. laborf �ooYsf t�ate�ial�, and in�iden�als �ca �e�`�or�nir�g ��I �rar}c c�r��em�late� ar�d �m�r���d under t��se �ontra�t Doct�mer��,�, far �,�� Io�s �t�xd dars�ag� arisinc� a�t o� �.�� r���ur� o� th� work cr �rom t�e �,c�ion o� the �1����ts, �o� ar�� �nfores��r� ������s o� o�s�ru�tions w�i�.ch m�i� arise �� �e e���untered dt�� in� �he p�os���t�on of the �r��`1� at ar�� �ime C9-8 {�) b�£ore ft� fiesa•1 ac���t,�nc� by �.he Owner, (�x�e�� as pro+xr��ed i� p��ag�apl� �5-5.14} �or���.], risfcs a� w����ver c��s;ri���o�r conn����d �j,�h ��8 pr�se��t�ion �� t�e �aor�, f�r al.� ����nse �n��rred �y or in c�r�seq�en�e a� suspensi�� ar di�co��znuanc� �� su�h ��a���u�xor� o� th� +„ro���,n� o�ex��t�,ons �s he�ezn ��.�.�cifi�d� o� any and a�� i���ingeme�,ts of pa��nt�, trad�roarks� cop�rri����, ar �ther l�ga� r�se�va�io�ns, ana ��r c�rEtp�ete��g t�� w�Fk in �r� a��ept�bie rr�a�t��r accc��r�i�q to t�e �errrts �� �t�e �ont�act Do�um�n��. '�'h� pa�rme�,� o� ar�� �ur�erxt ar par�i.a� est�im�te p�i�� to f in�I a�c�p���ce of ��e �o�k �� �h� O�xn�r sha�� in n� raa� con��itr�t� an �c�n�wl��gr�ent �f �h�e �c�e�tar��e of ��ia v�o�rJ�, m���rials t or �qu�.gr��.�t�, �,or zn any v�ay pxe�udice or a��e�ct th� ��I�gations o� t�e Cor�tractor t� re�air� carre�t, r��,ewt or repJ.ace at k��,s owr� �r�d p����r �x���s� ��t}► de�'e�ts or im��rfecti�r�s in the �an�stru��i��x a� ir� tbe �tre:xgtk� o� a��azity o� t�ie r�at��i�� used o� equi���r�t o� ma�hiner�r ��rn�,shed �.� o�' abaut ti�e cor�str�c�i.on of the �tork ttnd�� contra�t ��d �ts �,ppt�r�en�t�cs�, or any� c�am�,�� �u� ar att��b��e� t� suck� de���4sr ��r�,ic� �.e��c��� imp�r�ecti�n, or ��m�g� s�al� have be�n d���ov���d ar� or b�fare �he fir�a� inspe��i�r� aad acc�p�ar��� aa work �� during t,�e an� ye�r guaran�� g�szod a.���� fir�a�� ���eo��r�ce. ��e �wr��� ��iall b� t�� so�e �u�g� of s�cY� de�e��s, imp���e��ions, or s�arnage, az�d the �ontr��t��r shali �e �ia�te to .��� p�rn�r far �aizuxe to �orrect �l�e �a�a� a� prov�.'ded Y���axn. - �- �$-$ .� PAR�"IAL ��T��fATE� Al�7D Ft�`T1�i��iA��: �e�w��r� t�,e ist �nd ��h da� of �acF� mox��,h ��� �on�ra�ct�� ��al�, s��mit ta th� ����.t���� a s�at�ment showir�g ar� �s�ima�e of �t�e �alue �f tt�� wa=k ��ne dur�ng �he gr�vi�us �ont�, o� esti�at� p��io� ur�d�r th� ��r��r�ct �oct�m�n�s . t�ot lat�r tk�ar� th� IOtl� d,��► of �,l�e mantl� ��e En�i,n�er s�,�x� �re��,�� such esti�a��, �nd i� �t is �o�nd to �� acc�pt�b�e ar�d �he �ra�,ue of vrark �er�o�me� sin�� �he las� pa,���a� p�y�en� wa� �arl� ����eds o�e htxr�c�r�� do��a�� i�104.Q�) �r� amoun�, 9a� a� su�}� �st�ata��� �um w�YI be paid �o the �or��ra��ar i� t�e �v�al corxt�act amaur�t is �.��s t�an $ 4 0� f pQ�, or �5� of �uc�i �st�rnated s�xm will be g� ��1 to �h� �orzt��ra��,or �f ��e �oka� �or��rac� ar��t�nt is �4�0���0 �� gre�t�r x,rithir� �w�nty��iv� f 25 J d��ts �f��r �h�� r�guZ�x� es�.�zn�t� Q�r�od, The ��,ty wf�� hav� the o�e�on of �r�gar��g estimates oa �arms �u�r�ishec� �� �h� City. T�xe pa�tia� �stirna�� r��y in�lude �cc�p�,a��.� n�ape�ist��,ble ma���ials delivex`ed �� tl�e �rc�rk �r�ic3� are to be �nc�r�or�te� i�xto tkx� w��]� �� a p�rmaaen� gart �h�reof, bu� wh�ch �t �he 'th� �im� of �h� estimate h��re r�o� b�eert in�ta�led. i s�t�� �ayr�en� wi13 be a�.�owed �n a bas�� �� � 3 ¢ �� the n�� ��v�ice vaiu� �her�v� . � �h� �on��ace�,� s�t��1 �t��nis� ��e ��giz�e�r such itx�o�rnatian �s he rna,y reques� to aid C8-8 { � 1 him a� a qu��# in ��� �teri�icatior� ar the gr�oarat�on of �a��i�� estim,�t�s. �� is �nders�o�d tha'� the par�ial �stimate �s��r �onth to mon�h wi.l�. be �.��ra�cima�e an�.�r, �n� a1I �ar��a�. �tanthZy �s��.m�,��s anc�, pa�r�n�r�� �ri? X be sub��c� �r� corr�et�,�r� in t�� �sti�ate r�nde��c� £�il.ow;,�g �1�� dis�av�r� a� �n ��t��r in a€�� �r�trious e�ti�nat��ar�d such �s�irrra�� sh��l �ot, i� an�r ��s�ect{ �� t�k�r� �,� an �dmi�si�n of the pw�ne� o� �he azno�snt o� w�rk �on� o,� o� z�s qua].ity of su-_`�ic��nc�r f or a� �fl ac�e��at�ce .o� the w�rlc don� or th� re�.eas� o� th� �on���ctor af an�r o� his r�spon�ibi�.�ti�s �n��� t,he ��n��ac� Daca���ts.. T�e ��tv �es�r�r�s �h� ra.g'h�. to �i��h�ld th� p��rm�?�t o� a��r mont��v��st�±��t� i� t.he cantr�ctor fail.s k;� ���fo�.� ��e �ror7t stri�tly in ac��rdan�e �t�.�� �h� s�ec�ficatians or �ravisiar�� af this contra�ct. �8-8.5 WZTFfRO�DI�1� PAYM�'?�T'T_": �a��t�nt on ar�!�� e�timate o� e��imat�s r�ay �e heLd :.r� a�e�ran�� �.; w�� ��r�a���ance o� �h� �ar�s���ctio� ��er�tions is x�a� in �c�orda��e wi�h tl�e r��r�,�.��r��nts �� the Con�ract D��u�rnents . C8—$, 7 F�t�P,� �4CC�PTA�IC�; V,The����r the im�ro�t���nts pravi�ed zo� b�r �he �ontra�t �o�umen�s �hall �x�,v� b��n �om�l�te� and al.� ���u�r�mer�ts o� t�e Cor�tract Doc�sa�ent� sh�,ll t�av� b�et� �u1��l�ed or� tY�e par� o� t%� �o�n: ���ts�� ��.he Can �� act�r � h,�l �. r�oti�y th� Eng�n��� �.n w���ir�c� t1�a� the im�rav�nez��s a.ra r�ac��► �or �.h� final insn��tior�. Th� En�in��r sha�.� r�o�ify �he ap�ropria�e af�ic�,a�s of th� p�,trier, w��I wi�hin a r�asan���.e tir�� make su�h f ir�a1 ir��pe�t�on, and if �h� wor]c is satisfact�r�, �t� �� z�cc��t���e cand��io�, art� ha� b�en �o�n����ec� in a�cord�n�e wit� the �erms of the �or�tra�� Dvc�m�nt� �nd ��1 ann�av�d m�d�.���at��ns t��rea�, �h,� �:��ine�r wi1� init�at� ��e proc�ssir�� o� t�� f�r�a� �stimaL� ar�� x�ecomm�nd �ina� a�ceg�an�� af the pr�je�� ari8 firta� �ayrn�nt ���r��or �s o��l�ned i� C�-8.8 be�ow. �8.�-8. � Fi�1A� �A'��E�T'�: �h�r�e��r ��1 tl�e ir�tnroc►e�ae�.�s �ravided =or b�r the ��trt�ac� Doc�ar�tents �rtd �1� ��proved m�di�i��ti�rxs t�er��� shaY�, hav� �eer� corr��lete�3 ar�d aII r�guirerr�en�s of �h� ���tract D��ur���Ls h�,�re b�en f�s�.filled at� t�� �a= t o� t�� Cor�tract�r, a fir��l �s��.�a�.� �howin� th� valu� of ��e w�r]c wil� �� p�e�a�ed, by the �ngineer as soon as �h� r��c�ssa�� m�asurezaents� cor�nu��,ti�or��f ar�d ch�c}�s �at� be �a,de. A�.l gri�� �ubj�ct to pa�m��t. �stin���e� ;�por� sah��h �aym�nt has �een made ar� r��cessar�► ���rectivr�s or revisiot�s ic� t�,a ff,na� C��-B � 3 } The ama��t of th� �ir�al es�irnate, �es� previous payman�s and an�r sur� �h�� have beerr dedu�ter� o� retain�� unde� the provi��ons o� tk�e ��n�ract Do�ume��s, t�,�i�l be paid t�a th� �antra��or w�.�his� 6� �ays aEt�r fina�. acc�ptan�� by the ��rne� an a pra��� �e�olutior� of t�ie �i�� Council, pr��r�,d�d the �ontra�ta� has fu,tn�sk�ed t� th� �wn�r sat�sf�,c*a�� e�rxd�nc� o� paym�n� as ,�al�aws: �rior to s�b�ni�siar� of t�� �iaal e�stim�te �or p���rt���� t�e ��ntractor �ha�x �x�e�u�� an affidavi�t as �urrtist�ed k�y the G�.ty, ��rt����t�g t��� �1� p�rsonst f�rm�, asso�;�tion�, ��rp�ratior�s, �r oth��' orgar���atiar�s f�rt�ishi�g �a�or ar�d�ar mat�z�i��� �tat�� beer� pa�d in fu��, �hat ttse wag� scal� �s�ablisE��d ��+ the Ci��r �ouncil ir� ��e �it}r o� �'a�t Worth has ����n paidt and that �here ar� no c��ir�s penc��ng �oz �e�s�ana�. �,n�ury �nd�or prop�rt� darn�ges. � ' '��� acc�pta:��� '�� t1�� �or��ractor �� tl�e last ar ��na� pay��n� �s af��esairl s�a�1 a�e�rate �s and sh�ll re�e�s� the C�w:x�r €r�rn aI� cla�.ms o� lia,�i�it���s urtd�� �,he ��ntract �o�' ar���hi�tg da�� or fu�nisl��d or r��a�ia�g �� ti�� -�v��c under �antra�t i?ocum�nts ox an�r a�� or r�ec�Iect o� said �i��r ���at��g to or ��r�nec��c� wi�h �h� Cnntra��. �he mak�txg af th� ��na� �a�mezxt �y the Own�r s�i�I� .�ot ��? ieve th� C�nt�actor of any guara€��e�� �x atY��x� r�q�i�em�nts of t�r� �ontra�; �o��m�r��s w��.�h specif�ca�7.� �ontir��te �he�eaft��. �8�8.9 AD��0A�7C 0� �£�I�t�: I� is �tnde�s�oo� that ti�e"Qwrfe� bel�ev�s it has emn�oy�d co�pe�,ent Engin��rs and �esz�gn�r� �a - pr�ga�e th� C�ntr�c� Docum�nts ar,d a�� r��difi�at�.ons o� th� a�pra�►ed c�n�ra�t bacumer��s. �� is, �he.r�t���, a����� �hat th� Qwner shall be �r�spo�s i�I� �o� t�s� �d�c�:tacy o€ � i�s ow€� design fea��zz�as, s�t�€icien�� o� tk�e Can�ra�t Da��ment�, t�te sa�e��► �� the st�a�ctr���, ari� t�e pra��icahil��y af tl�� op�ratiar�s af t�� co�,p����� �roj���, �rovid�d th� C�an�.ra�t��r hs� compli�d wi�h t�e re�uirer�e�nts o� t�� sait� Co�trac� D��umen�st a3.� a�gro�e� mot�ifi���ions �here�f, �nd ���iti�r�s �n�d ��t�ra�ion� ���reto ap�r�v�� �n wx�ting bp tY�e Dwn�r. The �urden a� p�oof o�� su,c�, com�li���e �h�l]. �� u.pon �h� �or�t�a�cto�c t� sho�r �h�t i�� has ���plied w�t� �h� said r�a�u�r�ments o� tE�e �ont�a�� �o�c�ent�, approved rnodificat�o�ns ther��f� ��d a�l aporov�d �d�i��aas and a�t�rati�ns �heret�. �8-9.10 ��NER��, �U��A�T7C: t�i�ithe�' th� £irt�l ��rti�i���� of pa�rm�nt z�o� �ny pra�rx �or� i� ti�e �ontr�ct �a�uruents n�r p��ti�� or en�i�� oc����ncy o� u�e of th� pr�mi�es b}► the Ownez si�al� c�nst����� an, ac��ptan�� of waric na� dane in ��carc3an�� wi�h the ��nt�act Doc�xm�rtts o� ��li�ve �i�e C�n�rac��r �f �1e3�71Li�� ir� res��ct �o �,s�y ��cpress wa�'�'�r�ties or �espor�si�+�l�t�r for faul�y n��te�ial,� �r work�ans�3�, �he Contra�tor sha�1 remedy ar,� �e���ts o� damages in �;�e wa� ]c ��d �8-� {4} ��,�r �o� an� d�r�age ta other w�rSc resultirxg th�x`e}x'om �r�;ch �ha1X �ppeaz' witl�in a��riod of one yea� �ro�n t:�� c�ate �� fir�a� ac���tanc� of tE�e w�ri�. u�xle�s ��ar�ger p�riod �s speci��ed and�t�alJ. ���nish a go�d and, s��fi����t mair�t��,anc� b�nd �.n �f�� amot�r�t of ].�0 p�rcent q� the �,m��nt o� �he can�ract whi�h �hall �ssur� th� pe��orman�e �f t;�# g�n�:a�. guar�n�}► as abo+�� out�ir�e . T�� Dwrrer w��.l �iv� notic� o� o'����ve� d��ects wit� r��s�nak��e pr�rn�t�r�ess. �8-�.1� �i1�S�E}�Ak�� WORI{= An� an� al� wa�k s�ec��ica�J,� go�e�n�� ��J C�DC'1lRl�:l��iy ���u.�r�men�s for �h� p���e�=, su�h �s �c�r�ditior�s iz����ed b� tE�e Pl.ans, t�� G�r��=a� ��r�t�ac� Do�urner��s or th�se �p�cial �an�ra�t Docur�r��t�, in wh;c� n� s�e��fic it�m �or bid ha� b��n �rov�.d�d �o� in tt�� P�c�osal, sha?1 � con;id�r�d as a subsi�i�,�� �t�m of wo��t, �h� cost of �xhic� s:�al� �� �,n�l�d�d ir� the p��,�e bi� iri ��e �rapasa? ��or each �id it�m. Surr�,�� r�storation, ro�}t ��ca+ra���n and c I�anu� are g�r��ia�. i�ems a� wo� k t�rt�ich �a11 i� t�e �a`��o: �► o� st�k�s�d�.ar� wor�C. C 8 - 8 . 12 }+f � S C�'LLAI��QU S ?�I, A��M�'�T'�' �F �5��'���1AL : �i� � �= � �? ��� �e 2���o���ed ur�de�- �►a=�o�� i�kd it�:n� in th� Propasa? �o �s :�'�1+ st� uzit pri�e�� �ort mis�e�Iareaus �l�ce��rit o� �a�a��al. Taes� ma�e�ials s�a�l �e Fss�d �nly �xhen dir�c:e�i �y ��� �n�;,A��e�, dep�nd�ng or� �i�J.d �or�d�tians. P2��;��:zt �o� ��sce��aneous p�.acer��n� o� mata���l wi��. b� nt2ed� �ar ort�,� t��; anoLa� o= m� �er�a� s�sed, m�asu��d to t�e neare�� �n�-��¢�tl� unit. ?�a�m�n� fo� rn�sc=�Ianeo�:s plac��+�re�� o� mat�r�.a? s;�? � b�► i� 21G`:.O�i���Y�2 W1�� ��1� �s�13�i.d.� �.'DTL��3C� �QCLIfI�$Cl�5 :�y3r.'�.��5� �L t+�� a���.��1 am�unt �s�� �or th� p;,o�e��. �8-8.1.3 R����� �OCiJMEt�'�5: ��nt��c}or �Y:�11 k��� o��t r�c��rd a �a�� o� a].1 sr�eci=ica�ionst p��,r��, a�d��da, xnaai�ica��o:�s, shop draw�ng� �n� �am�Le� �t th� sit�� in g�a� ord�� anc� a�xnata��d �o �how all chanc�es m��e de��i�g ��e con��ructiat� �roc�s�_ Thesa sha�1 b� �e�,ive�es� �o �r�g'i.ne�r upon cor�►pl�tior� �� ��e +��rk. �, C�-� {� ) PJokRT �1 — �UF�F�L�I���VT�RII ���lDIT��hi� T� I�l#R"1` � , C�IV�RAL. �{3�V�?ITEOT�S �Vh�14TE�i b���`.) ���1'I�� �1: �i]PPL�'��+1'1'ARY ��I'�DITIO�S 'FO PA�iT � � �ENEI�L ��I�I]ITI�I�� l�. G`i�r�eral These ��ppl�r�entary �andili�ns arn��d or supp��m��! !he C�nera] �on�itior�s of #he ��rttract an� oti�er �ravisi�ns of [t�e ��n[r�ck DtrCurnel�tc as in€�z�ate� be�ow. Pro�s�iotts which are noi so amende� �F sr�pplemer�ted r�m2�n ir� fu11 €�rce and affect. B. �3�3.7 BOND�. Page ��-3 (3}, th� p�agraph ���b�atag�r�p�t d. �han�e tt�e pa�agrapl� to ��a� a� fo�lnws: `•IVo s�reXies �ill �e �cc��i�d by the ow�er which are a� ti�e [ime ir� d�fa�l� o� d��3ng�c�� �n any bonds or whi�i� �re ��tere.��ed �n any iit�gs�[�o� ag�inst the �w[��r. ��l bonds sha�l �e �ade ot� ihe forms furnished b� thc Own�r �nd the st�r�ty shal� �� a�ceptable ia the owr�er. �n oz�er �'or a sur�ky �o b�e acceptab�e #o ihe �itV, { 1� the nsme af the �ur�ty �h�] ] be ir�cl�ded on the currcnt U.�. Trea�ury La'is[ �f �cceptah�� �Ureties ��ircu�a�r 87�j, or ��) �he surcty rnust l�ave ca�i��l �n� �ur�l�s e��al to ten times ihe afn�un[ of tl�e bo�rd, '1'�� surety ��sl tre ia�e�nsed �� busir�ess i� the state oF T'exas. '�`f�e �mou�t nf the bon� shall ��i ex�ee� the �mnuni shown o�r tYre T�e�,���3+ lisi or one-tenth {i1�0} �f Che t�i�l ca�i��,l an� sucp�t�s. �f reir�susance ts r�quire�, �h� ��rr���n� writing th� reinsurar��e mus[ be a��t�orized, S�Cr�CIi��C� OI' tCUS���� �0 CiQ �LS1ClC55 1[1 ��X�S.•� �. �8-�.5 ��IRTIAL E�'1"IIuiA7'E� �►� R.E�AL�I�L�E: �'age �8-$ (�), shou�d be delr.�ed in its enli�et� �d repi�ced wilh L�t� fnllowing: PastiaJ pay estirrxa�� �h�l� b�c submitted �y t�e ��r�[rac[�r �r prepax�d �y the City on the 5t�t da� �r�d ��th day of e�ch r�ont�r �hat the w�rlc is in prog�ess. "�`he estirna�� �t��tl b� procec�ed b}� t�e C`ity on the l�th ��y �un� �Sth da�r rc.spe�ctive��. E��irr����� ►�rill bc paid wtthi� �� d�ys f�l�owing th� �nd of the esti�nat� per�ac�, le�s �re ��p���riatc retaina�e as �e� aut below. P�r��ai pa}� estim�tes €�tay inc�u€�e �c�ep[ai�le �on�erishable malerial� �eli�er�� �o t�� work place which �[o be it�corpofat�d into the wark a� a p��anc�� ��xl chereofz �ut whicl� �i i�� xime c�f t}�� pay estimate hav� not bee� s� in�talled. �f such r��te�ials are i�clt���d with'sn a�s� estimat�, �aym��rE �t��l b� ba�ed �pon 8�� o� tt�e net vai�e va�ue t�tereof, Th� �ontra��ar w�ll fu�ti�h i�te �ngineer such in�`orrit�tior� as r�ay be rea�onab�y r�quest�d t� aid in kt�e verifi�a���r� or �t�s pr�ga�ation of th� pay e�tirn�k�. �'vr con�racis of ��ss tk�an �4[?O,O�OQ sl ihe lime of �x��tian, re[a�nage sh2�11 be ten pes' ceur (10�). Far co�t�act� af $�00,�[�0 or more a[ 4#�e t�me of ex�cuti�n, re�ain�g� sk�ail �e �iv� p�erc�n� {��b�. �ontrac�or shall p�►� s�sbcar�tractor� ir� accorc� wi[k� tl�e �ub�astt�act agreemenc v�ithir� fi�+e {�} b�s��ess d�}�s �►�'�er rece�p� �y �or�[r��[�� o�' the ga}�m��t b}� �il}�. ��r�tr��or;� latlure �o maAe ��ie reyuit�d �aymencs t� s�bcontractars wil� author�ze the �i�� �a v�rithF��id futurc gaymerns frarn th� �c�ri�racior until c�m�liarrce v�+ilh �I�is paragraph is �cc�rnpr ished. It is �n�ers«od tha� t�� par��a� psy estirn�te� will be a��roxiinat� �r��}�, an� �tll p�rlial p�y estirn�[es as�d gaym�n� of sarne will be subj�c[ to correcti�� in t�e e�tirnate �ende�� fnllc�vw+i�g t�e d�s�ov��y �f lh� €nislake �n �ny �revi�us estirr�a�e. Pz�ti�l p�,yr��r�� b}+ f�evi�e� �'g. � �51��l0� �v�rs�er €or [h� �no�n� of woric ��n� ar �� it� quaIity or s�#'f�c3er�c}r �r �eptance of ll�� w�rk done; sh�ll r�ot r�le�� tt�e �o�t�act�r oP ;�y of i�s responsib't�ities und�r t�� ��nlracE Dac�m�nt�. The �i[y reserves #he rig�l i� wichhol� tt�� paymer�t of any p�.rtial asti�t�[� if th� �on�racE�r fazls �� per�'orm ��te work i� s�rict accordance �i[h i�te� speci��atso�s t�r o�hcr p�'�vi�so[�� �f t�is c�tttraci. D, Part �- Cxene:r�l Cortdition�: Para�r�ph ��Y3.1 1 of th� �eneral �on�i�io�ys is d�lete� �d r�placeti with D-�� o€�arc D��p�ci�� �aaditi�ns. H. �3-�,11 �"�URA�1�E: P�gc �3-3 {fij: Del�t� subpar�gragh "g. IACAY.. ACxEI�'I' Fp� rhISLJI�II`�1�� AN� BONDII�ICC" - F. �fi��.l� �p1`�'['R.r���'��'� 1�E5P�}I�1�^rBLiT� F�R 1�AMAC�� �LAl.�1+f�: Pa�e �6-� ��). is de�etet� irt iE� er�t�r�xy and repa�ce€� with [he fall�uring: ��ntractar co�rena�xts and agrc�s ct� indert�rii#'y �it}�'s engincer �� archi[e�[, and th�ir perso�nc[ at lh� pr�ject si�e F�r ��rt[r�c�or'� so3� r�e��iger�c�. � ad�itio�, ��r�kra���r covena�rl� �d agre�s #o i�de�zrif�r, liold harmJes� and �ef�nd, �l its owr� ex�ens�. tlye �wn�r, t[s of��ers, servarrts arrs� �Enplapee�, From a�d agains� art� a�d aJl clairrt� or suii� #'or pr�p�crty lo�s, �tope�t� da�iage, gersanal �n�uty, i�c:��ding dez�th, ari�i[�g ��� �f, �r al��ge� �o arise out of, €�e war�t an� s�rvi�es to ��e pe�fornted t�er+e�nd�r b�r �anuackvr, �ts of#icers, a���ts, er�pl�y�es, suhc��tf�ctors. license�� or tnvite�s. wh�tlt�r ur r�cr� �trt�r su�l� ��i�rrvti d��u,�e or dea1J� is eur�sed irr w�o�e r�r ir� a�rf, bv �he rre,��r�encc ar nd���eci rte��i��r��e of �wner. it� �fi��er�. ser�ar�fs. r�r �ra��nvees. �or�tract�� li%ewese covcnants an� agrees tn tnc�ernni�'}� ar�d ho�d h2�iess the �wncr �'zt�rn and ag��ns� any and sIl in�uries t� �wner's ��'�cers, we�►�arrts ar�d emg�o}�c�s a�r� an}� dar�age, loss or d�s�re�ct�on �o p�o�erty �F the O�rn�r ar3sin� fr�m t#�e �erF��rn�ce �F a�y of Ihe �erms ar�d condilions oF tt�i� �o�tru��, r��i�th�r or �ra� ��tv such _rr�iury or da�a�e is c�used �� ��h�1e or ��� �ur�t bv fh� ��r�fig�rr�e or rr�f��ed r�e�er�ee ���r�er. ��s affc��rs, s�rvnr��s ar �r��nl�vees. In t�e event �wne� r�ceiv�s a wrii[�n claim €�r da�t$ge� �gains� tt�e �o�tf�ct�r or Ets s��co��ract�fs pritr� to fina� paymer�c, frnal �a�+rne�t shaJt noi be madc ur��il �onlr�CkoF e�t�e� (a} s�abmits to �vw�r�s saEisFa�lory e�idence t�rat t�te cla.irr� has been setlle� andlor a �elease frc�m ��e c�aiman� involv�d, or (b} prqvi�es �wr�e�e �vich a l�tt�r from �or�c��ctor's �iabi��ty ir��ur��ce c�trr��r r�rat the claim has been referred to �l�e i�s�ra�t�e ca�ricr. TF�e Di�ectos rr�a}�, C� I1C ���ihS 1# ���fU�}fl���. re��s� [o a�c�pt bicis o� otl�er �ity o� F�rt Wa�th �at�blic w�r]c from a��n�ractor t�g�insl w�o�rt a ciainy �or c��rn��es is �utsta�dir�g �s d r�su�t of work perfatr�t�� ur��ler a�it� �c�r�[ract. C'i. IlVTG���ED OE2 �E�REA�ED_{�U_ANT�7"��: Part �-�r�eraJ Conc�itio�s, ��c:[ion ���k ���3�E �F 1'►�(3�IC. Page � �-4 {1). revis� ���grapi� C���.3 Il�I��ASF.l7 �R D��R�AS�� �U�►N�'1TIE� [o read as faliows: ��vx�eti �g. � [iSl2Q1�2 The �?w�ter r�servc� the nghk to ait�r Kit� yu�r�[ities of thc wor�C to be p�rforr�ed o� t� e�t��n� or sl�or�cn t�� irnpr�vemer��s at a[ty tir�tie w�r�� arid �s �'ound [� be nccessary, and ��e �oriC�'��tar shal� perfarm #h� v�or� as ��[ercd, i�crease� �r decre�zss�d ac tF�e u�i[ p�ices �s est�►blished �n [�� �ontr�ct docu�nerii�. IVo �3lowa�ce will be m��le fo�' an� �han�e� it� i�s� �r 2�ti�i�atc,d �rofit� nor ���1 such �h�r�g�s be considered as w�t�+it►g or i�va�idacsng �n� cortdition� or provision� of tY,e ��ntract Docurner��s. �s�iatior�s �n yua�titi�s o€san�iary se�+e� p�p�� ir� d���h ca�e�ories sh�ll be ir�tcr�rexe� k��reit� as apply�n� to th� �vcrai� q�an�i�ies �f san�tary sewer �ipe ir� ��ckk g�pe size ��[ r��[ �o �he �a�i�us d�g� categor�es. �. ���-3...1� ]7��CJ'1�A�]�E: Pa�e ��4� �7): ��d sub�aragraph "I�. A�]DTi7�1+��Li. �SLJ�tANCE �C}LTlR�I�1�'FS„ �. The �ity, its offi��x�, ernplo}�ees arnd s�rvar�� �hall � e�r�orsed a,s an additi�na� �ns�re� on �ontra�tor's i�surarioe poli�i�� �xcepti�� ernpl�y�r's lia�ility sr�sur�r��e c�v�rage un�er �ontract�r's �rorker�' cor�p��sa�ia� �n�+�ran�� policy. t�. �e�tific�tes of �ns�r�ce �ha�l �rc de�ivere� [o r,�� �'s[y o�' Fort W�rth, conxract a�minis#rst�r ir� [h� respective �epartment a,� specif�ed ih th� bid �ocur�tents, 10[1(} Tl�rockmor��n �tr�et, �ort WarE�, '1'?� 7610�, prior t� corr�men�em�nt �f work �x� #�te �o�kracked prnj�ct, c. A�y f�ilure on part �f t�e �ii}� t� r�qu�st r���ir�� ir�suraace �ac�tne�za�io� s�a31 n�t c�ris2ixu[e � waivef af [�re insura.txce xe�}uirerne�t� specified herein. �. Ea�h i�suranr� �al':cy shall be er�d�r��d to gsovi�e [he �ity � tt�i�im�m lhirty ��y� no[ic� �f ca�rc�l�ation, nor�-renev+rat� an�or ma€eri�l chang� itt po�icy te�ns or cover�g�. A ter� d�ys r��tiee s���l be a�c�ptab�e in �he evenl of r�ori���yrr�ent o� pte�nium. �. lnsur�rs rnust he aulh�fized to d� buci[�ess in the ��ate �f Te��s and have a currer�[ A.1VI. Bes€ r�i�ng of A: �II or eq�iv�,}enc rn�asure of f�na�ci�i scr�r��'[�t and solven�y, f. D�ductible �irnits, of s�:1f ��nd�d rete�t�or� lirnits, �n e�ch pc�}ic}+ rau�t n�# �xceed � 10,U00.C]0 p�S' �ccurr�r�Ce 1fri��SB Olhcrwise ���r�Yed by fhe �it�. g. �]thes than wo�k�r's corr��ensa[ior� �ns�rarrce, i� l�e� of [ra�ditsonal insuFanc�, �it}� m�y con�id�r altern��ive coverage �r ri�� [reakmen[ measure� [IXroug�r ir�s�ra�r�� pools �r ris�C r�te�t�ian �r�ups. Tl�c �ity mus[ a�prove in wr�ti€�g as�y a3t�m�tive covera�e. h. "�V�rkefs' c�rr�p�n�atior� ir�s�ran�e pol�c�+�s� covering emp�a}�ees e��loyed o� t�e p��ject shall be e�dars�d ���h a v�aaver of subragakion grovsding �i�h[s �f s��v�ry i[� favo� o�` lhe �it�r. l�evised Pg. � 45120l0� i. �i[y sl��lj noi be respo���ble fo� t�� �ire�t �ayrne�� af ins�ran�e premi�m co�ts #`c�r cor�tr��tor'� ir��urar�ce. �. �onkx�c[or'� insurance pol�ca�� sh2�11 each �c c��oxsed tv �rov�de ttja[ s�ch i��ur�n�� is prirnary pro[e�ii�r� and ariy �e�F-fur�ded or cornrn�rci�l co�eFage Enai�rtain�d �y ���y sh�ll not be c�,l�ed u��n [a co�tribu[e to ��s� recvve�y. k. In t#�e �ours� of [�ie proje�t, �or�[r�cEor shal� r�cpo€t, ��r a�irn�l}� manfl�r, to �iky's oifi�ially �esi�'t$xe�i co��racc adminislracor ar�y kriowr� loss c�c�urr�n�e w�rich co��d give rise to a liabiiity �laim or lawsui� or w�tic�k� �ou�d result kn a pr�pe�� ]o�s. �. �ao[ractar's IiabiE�Ey sh�l� r�c�t be �imi[ed t�, �h� sp�cifte� amo�nts o� t�sur�c� requir�� hereir�. m. ��ori [he reque�t af �E�y, �ontract�r s�all provide cor�r►pl�Ee �o�ses �f all ihsue�nce policies reyuired by �h�s� canlr�ct �oc�mer�ts�. I. C8-8,� ��DP� �F PA'!'�I�'F: D���t� �8,8.�, ���pe oF �aym�r�t �[ pa�e �8-8� 1} k� de�eted i� i�s �t�ti�t}� an� re��aced with the foll��ing: The �on�Fac�or s�all r�cc:iv� an� xcccp# th� c��r►�er�saki�r� a� h���ih pravid�d, ir� f�ll pa�+r�e�c Fvr f�rn�shi�g all labor, [o�ls, mater�a��, sn�l irtci�er�c�as f�r pertorrnir�g al� work �ontemglate� and ��nk�race� ur�d�r t��se �on�rac� Do��mencs, for all ��ss �n� darr�agc ���r�g �u� o� ih� na#�re o� che ��rlc or fror� #�te s�ti��r o�` the �lern�flts, #`or any un�or���en d�fe�ts ar obstrucuans �+rhic�r may arise or Ge �ncounte�ed ��ring th� ptasect�tion wl�i�h m�y �rise a� be er�coun[ered durir�g [he prosecution of ih� w�r�t at an�r tizn� befare its fir�aJ ae�egtan�e b}� �he {?wner, (exc�pt a,� pr�vide� i� paragt��xh ����, l�) for a.11 risks of v�+hatever des�ri�tior� co�n�c�ed w�t� �he pros�cuti�€� o�' the work, €�r all exper�se� irrcu�red h� or i�r c��seqUenc� of i�re ��s�ension or �iscon���tu�nce o� s�c�r p�rasect�#i�n af the wor�ir�g �p�r�ti�ns as h�r�i� speci��ed, or ��y a�d all in�ringem�r�ls o� pa#ents, lra�lemar�Cs, cop�+nghcs, or ort�rer je�a� res�n►ations, a�rd Pc�r co�ng�eti€�g tl�e wor�c i� an �c�ep�b�e man�er accordi�� to thc terms of Ehe �on�r�c� Docurn���s. Tl�e payment of �ny c�treri[ or partial estimate pf-ior to [he f�nx►1 �.ccepta�c� ot" thc wo�'� f�p �he �wner sllail in no way c�ns�ilx��� an acknowledg�ent of t�e �c`�eptan�e nf ��e work, m�[e€�a�s, or equiprne�€, nor �n any w2�y g�judic� or af�ect clye �bli���ia�s �f the �o�iracior l� repair, carrec[, r��ew, or re�la�� a[ �ts ow� an� p��per exper�s� a��+ defe�zs ar irrxgerfe�tion� in the co�struc��o� �r in t�e ��rength or quality of th� m�te�i�i ��ed or ec�uip�er�t or r�r2�chinery �'�sr�ish�d i�r or abouc ih� ��ns[�u���on of [t�e �var� un�er conrtFac[ �r�d i�� ��purter�anc�s, ar an� da�nage d�ac or a�tri��te� to su�h �efects, whs�h �eF�cks, impe�#'�ctic�r�s, or damag� sF�ail ha�re been discoverc� �n or bef��e t�te finaJ inspecti�r� ar�� �c�ep�at�c� of [he �+rar�C or c��ri�rg t�e two {2) year gu�,tar�c� period afser the f�r�2�1 �ccep�attic�_ The Owper s�ta]I be th� sale .�ud�e �f sucfr def�ci�, irnpe�'fect�o�ts, ar darr��ge, anc� �h� �c�ntr�c�or sh�.11 be �iable [o the �w�er �ar failrtrc tn co�r�ct �he sart�e as pro�ride� he�'eir�, I�evi�ed ��. � �512�1�2 J. �8�-8, lQ �EI����4L�i�4RA�ITY; De3e#� �8Y8.1{}, �ener�l �uara��y at p��e ��-8�4� is delete� in ics er��ir�ty and repia�ed w�tl� t�e �oll�wing: I�I�I�I��r [I�e fin�l certi�c2��� �f ��y�ti�35E riOr ��1y p�r�vlSi�rl ir� ��i� ��l��f'3��! �cu��nts, �or ��tial ar entir� oc�upar�cy �r use of t�e prerr�ises b�+ t�e O�rr�er s�r.a�l car�stit�te ar� acce�tan�c a�' �+�rk ��t dor�e in accor�la�c� w�th �he �oritract T.]ocur�ner�r� or reli�v� th� �o�rt�actor �f l��bix�t� in r����t t� �}� ex�ress warran�ie� or r��pon�i�ilit}� �nr fa�lty �r►�[��iais or v�r�rkman�i�ip. '�'h� �antr�ctot sl�all rerne�y arr�+ d�fee�s or d�a�es ifl the work �d p�y f��' at��r d�rnage to othe� w�rk o� property result�n� the�e�rom whic� sha�l �ppe� w�[���► � peri�d of #wo (�} y�ars frnm the �ate nf fi�al acce�#arice o� the wo�k un�ess a lor�ger period is sp�c-cified �d s�tall fi�rnist� a��otl anti s�Ffici�nt rn�.ir�[e��c� bon� �� t#�e a�t�unt af 10E1 percen[ of the amv�r�t o� [he c�n[ract which �hall as��re [h� performance o� the g��eral g�a�an�� a.� abo�r� o�[lined. Tl7e ��r�ert will gi�re rtatice of a�served defect� wi[h �easonabl� prorn�r�r��ss. �n� r�ference to any s�orter pefio� o� tsr�re af warranty �onk�ined elsewher� u+�x�tin t�t� spec��'sc$tio�s shall be reso�v�d i�r fav�r c�� �F�i� �p�ifi���io�s, it bei�g t�� �it�r's int�r�t ihat #�re ��r�tr�ctor guarar�t�e �!s w�rk ��r � periad of [w� ��� y�� follawi�rg th� dake of r►c�ept�nc� o�the �r�j�ct, In �he Specia�l Ins�ruc:�ions �o ��d��rs, '�'P1�V cor�tra��� placc thc follawi�� in lEeu �F [he existing para�rapF� �. 1�evised �g, � OSl20J�� ����r �� - s�����a� �a��r�����s �r���r} CTTY OF FORT WORTH, TEXAS DEPARTMENT OF ENGINEERING SPECIAL PROVISI�NS FOR: ROSEDALE STREET llRAINAGE IMPROVEMENTS FROM 9� AVENUE TO FORT WORTH AND WESTERN RAII.ROAD FILE NO. K-1698 DOE #: 3�47 1. SCOPE OF WORK: The work covered by these plans and specifications cansist of 5torm Ihainage Box Culvert, channel exc�►vation, raikaad bridge removal and aIi other rniscellaneous items of construction to be performed as outlined in the Plans and Speciiicatians which are necessaty to satisfactarily compleke the work. 2. AWARD OF CONTRACT: Contract may aot necessarily be awarded to the lowest bidder. The City Engineer shall evaluate and recommend to the City Council the hest bid which is considered to be iu the 6est i�terest of th� City. Contract will be awarded ta the lawest responsive bidder. 3. WORK ORDER DELAY: All utilif�es and right-of-way are expected to be clear and easements and/or permits obtained on this project within sixty (60) days of advertisement of this project. The work ardar far subject project will not be issned until all utilities, right-of-ways, easements and/or pe=mits are cleared or obtained. The Contractor shall not hold the City of Fort Worth rasgonsible far any delay in issuing the work order for this Contract. 4. WORKING DAYS: The Contractor agrees to complete the Contract within the allatted number oi working days. 5. RIGHT TO ABANDON: The City reserves tha right to abandon, withaut obligation to the Cantractor, any part of the project or the entire project at any time before the Contractvr begins any consunction work aukharized by the City. 6. CONSTRUCTION SPECIFICATIONS; This contract arid project are governed by the two follawing pnblish�d speei%cations, except as modified by these Special Pro�isions: STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCT14N CTTY OF FORT WORTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS COhTSTRUCTION N�RTH CENTRAL TLXAS A copy of either of these specificatians may be purchased at the Office of the Department of Engineering, 1000 Throckmorton Street, 2°� Floor, Municipal Building, Fart Worth, Texas 76102. The speciitcations applicable ta each pay item are indicated in the cail-out for the pay item by the Engineer. If not si�own, then applica6le published specifications in either of these ciocuments nnay be follawed at the discretion of the Contractor. Genera! Pro�isions shall be those of tlie Fort VJorth document rather than Di�isian 1 of the North Central Texas documenk. �l � 7. CONTRACT DQCUMENTS: Biciciers shall nnt separnt�, detach or remove any portion, segmenE or she�'ts from the contract documents at any time. FaiIure to bid or fully execute contract withaut retaining contract documents antact may be grounds fnr dasignating bids as "nonrespansive" and rejecting hicls or voiding contract as appropriate and as determined by the Director oF tf�e Department of Engineering. S. MAWTENANCE STA`CEMENT: The Contrartor shall be responsible for defects in this project due to faulty materials and workmanship, or both, for a period oi one ( I) year fram date of final acceptanc� nf this project by the City Council af the Ciry of Fart Warth and will be required to replace at f�is expense any part or aIl of the project which becomes defective due to these causes. 9. CONSTRU'CTION STAKING: Construction stalces for Iine and grade will be provided by the City �s outlined an pa�e l7, Standard Specifications for Constructian, City of Fort Worth. ] 0. T1tAFFIC CONTROL: The eonuactor shall be responsible for providing, following, anci rnaintaining a traf�c conVol plan durin� the construction of this project �onsistent with the pro�isions set forth in the "L980 Texas Manual on Uniform Traf�c Control De�iccs for St�cets aod Highways" issued uRder the authority of the "SEate ofTexas Uniform Act Reguiating Trafiic on Highways," codified as Article 57d1d Vernon's Civil Statues, pertinent sections bein; Section Nos. 27, 29, 3Q and 31. This traffic control p�an shall be submitted for review and approval to Mr Charles R. Burkett, City Tra�'fic Engineer @817-871-$774 at least l0 worlcing days prior to the pre-constructian conference. Altharxgh work will not begin untsl the iraffec control plan has been reviewed and approved, the Contractor's time wi11 begin ia accorrEance with the tisne frame estabiished in the No�ce to Contractnr. The Cantractor will not remove any regulatory sign, instr�ctional sign, street name sian or other sign which has been erected by the City. The Cantractor shall not ia�stall any sign on a city post, pole, or structure with�out �rst obtais►ing written permission from the Engineer. If it is determined that a sign must t�e remaved to permit required eonstruetion, the Conkractar shall contact the Transportation and Public Works Department. Sig�s and Marfcings Division (phone number 871-SZ07}, to remove the si�n. In the case of regulatory signs, the Contractor must repIace the permanent sign with a temporary si�n meetinc the requirements of the above refere�ced manuaI and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not instalIed correctly or if it does not mzet the required specifications, t[�e �ermanent sign shali be left in piace until the temporary sign requirements are met. When car�struction wori� is eompleted to the extent that the pernianent sign can be reinstalled the Contractor shaI� a�ain eontact the Si�ns und Markings Division to reinstall the permanen4 sign and sha�l leave his temporary sign in place until such reir�stallation is campleted. 1 1. DELAYS: The Contractpr shall receive no compensation for delays or hindrances to the work, exc�ept when direct and unavoida6le extra cost to the Contraciar is caused by the failure of the City to provide inforrrsation ar material, if a�y, whieh is to he furnished by the City. When such extra comgensation is claimed a writt�n statement thereof shail be presented by the Contractor to the Engineer and if by him found correct shail be approved anc3 refenred by him ro the Couneil �'or final approval or disapproval; and the action thereon by the Council shall be Final and binding. If delay is caused by speci�c orders given by the Engineers to stop work or by the performance of extra work or by the faiIure of the City to pravide material or necessary instructions for carrying on the worfc, then such dclay wiI� entitle the Co�tractar to an equi�ajent extension af time, his application for which shall, however, he subject to the appraval of the City Council; and r�o such extensian af time sE�ail release the Contractor ar the surety on his performance bond form all �is obligations hereunder which shall remain in full force until the discharge of the contract. 12. DETOURS AND BARRICADES: The Contractor shall prosecute his wark in such a manner as to create a minimum of intenruptian [o traf�c and pedescrian facilities and to the flow of �ehicul�r and pedestrian traFf c within the project area. Contractor shail protect construction as requ�red by �ngsneer by providing barricades. I� Barricades, warning and detour signs shall conform ro the Szandard Specifications "Barriers and Warning andlor Detour Signs," ttem 524 nndlor as shown on t�e plaRs. � Construction signing and barricades shall cqnform with "1980 Texas Manval on Uniform Traffic Control Devices, Vpl. No. 1." 13. DISPOSAI.OF SP�IL/FILL MATERIAL: Pcior to the dispasing of any spoil/fiil material, the contractor shalZ advise the Director of tf�e Department of EnQineering acting as the City of Fort Worth's Flood Plain Administrator ("Administrator"}, of the location of all sites where the contractor intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determineci by the Administrator to meet the requirements af the Flood PIain Ordinance of the City of Fort Worth (Ordinance Na. 10056). All disposal sites must be approved by the Administrator to ensure the filling is not occurrsng witf�in a flood plain without a�ermit. A flood plain permit can be issned �pon approva� of necessary engineering studies. Na #ill permit is required if disposaI sites are not in a flood glain. Appraval of the contractQrs disposal sites shalL he evidenced by a letter signed by the Administrator stating that the site is not in a known fioad plaia or by a Flood Plain f�Il Permit autharizing fill within the flood plain. Any expenses associated with obtaining the fill permit, including any necessary eagineering stadies, shali be at the contractors expense. In the event that the contractar disposes of spoillfill rnaterials at a site without a iill permit or a ieiter from the ad�ninistrator approving the disposal site, upon notiiication by the Director of Engineering, cantractor shali remave the spoil/fill material at its expense and dispose of such materials in aceordance with the Ordinance of the City and this section. ��4. ZONFNG REOLTIREMENT5: During the construction of this project, the Contractor shall compIy with present zoning requirernents of the City of Fort Worth in the use of vacant property fpr storagc purposes. i5. OUALITY CONTROL TESTING: (a) The contractor shall fiirnish, at its own expense, certifications by a private iaboratory for ali materiais proposed to be used on the project, ineludin� a mix design for any asphaltic and/or Port�and cement concrete to be used and graclation analysis for sand and crushed stone to be used a�ong writh the name of the pit from w�ich the material was talc�n. The contractor shall pravide manufacturer's certiiicatio�s for all man�factured items to be used in the project and will bear aay expense related thereto. {b) Tests of the desi�n concrete mix shal! be made by th�; eontractor's laboratory at feast nine days prior to the placing of cor�crete using the same aggregate, cement and mortar which are ta be used later in the concrete. The contractar shall provide a certified capy of the test results to the Ciry. (c) Quaiity control testing of in situ rnaterial on this pro}ect will be p�rformed hy the City at its own expense. Any retesting required as a result of fai�ure of the material to meet projeet sp�cifications will be at the expense pf the contractor and will be billed at commercial rates as determined 6y the City. The failure nf the City to make any tests of materials shall in no way relieve the contractor nf its respansihility tn furnish materials and equipment canfo�rning to the requirements of the contract. (d) Not Iess than 24 hours notice shall be provided to the City by tE�e contractor for operations reguiring test'rng. The contractor shall provide access and trench safety system (if required) for the site ta be tested and any wark effort in�olved is deemed to 6e included in the unit price for the item being tested. (e) The contraetor shal! provide a copy of the trip ticket for each load of fIl material delivered to the job site. The ticket s�all specify the name of ihe pit supplying the fili materiai. l6. PROPERTY ACCESS: Access to adjace�t property shall 6e maintained at al� times unless otherwise directed by tfte Engineer. .� !7. SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES,: The following procedures will be followed regardin� the subject item on this contract: (a} A warning sign not less than five iRches by seven inches, painted yeltow with black letters that are legible at kwelve feet shall be placed inside and outside vehicles such as cranes, derricics, power shovels, drilling rigs, pile c�rivers, hoisuna equipment or similar apparatus. The warning sign sha11 read as follows: "WARNING—UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX F�ET OF HIGH VOLTACE LINES." (b) Equipment that may be operated within ten feet of high voltage lines shall have an insulating cage-type of guard a�out the boom ar arm, except back �oes or dippers and insulator 13nks on the lift hood connectior�s. (c} When necessary tn work wichin six feet of hi�h vo�tage electric lines, notificatian shail be given the power company (T[J Electric Service Company) which wiil erect temporary mechanieal barriers, de- energize the line ar raise or lower the line. The wark done by the power company shall not be at the expense of ti�e City of Fort Warth. The notifying department shall mair�tain an accarace log af al! such calls to TU Electric Service Company and shall reeord action taken in each case. (d) The cantractor is required to make arrangements with ik�e TU Electric 5ervice Gompany far the temporary relocatioa or raising of high voltage lines at t�e con�actor's sole cost and expense. (e) Na person s�all wor�C witt�in six feet of a high volta�e line without pcotection having 6een taken as ovtlined in Para�raph (c). 18. WATER DEPARTMENT PRE-OLIALiFICAT'IDNS: Any cantractor performing any work on Fart Worth water or sanitazy sewer facilities must be pre-gualified with the Water Departmant to perform such work in accnrdance with procedures described in the evrrent Fort Worth Water Department General Specifications which general specificadons shall govern perfo�rmiance of all such work. 19. RIGHT TO AUDIT: (a) Contractor a�rees that the City shall, until the expiration of three {3) years afcer final payment under this eontract have access to and the riDht to examine and p6otocopy any directly perti�eni boo�Cs, documents, papers and recards of the contractor in�olving transactions relating to this contract. Contractor agrees that the City shall have access during norma� working hours to all necessary contracror facilities and shail be provided adequate and appeopriate work space in order to conduct audits in compliance with the pravisions of this section. The City shall give contractor reasonable advance notice of intended audits. (b) Contractor further agrees Eo include in ai! its subcontracts hereunder a provisipn ta the effect that the subcnntractor aa ees that the City shal�, u�der the expiraEion of three (3) years after finai paymant under the subconvact, have access to and the right to examine and photocopy any directly pertine�t baotcs, documents, papers and records of suc� su6contractor invaIving vansactions to the subcontract and further, that City shall ha�e access during normal warlcing hours to all subcantractor faeilities anci shall be pravided adequaEe and appropriate work space in order to conduct audits in compliance with ti�e provisions of this artic�e together with subsection (c ) hereof City shall give subcontractor reasonable advance notice of intended audits. (c) Contractor and subeontractor agree to phtito copy such documents as may be requested by the City. The City agrees to reimburse contractor for the cost of copies as follaws: I .� 1. 50 copies and under $0.10 per page. 2. More than 50 copies $�.85 for �irst page plus $0. I S for each page thereafter_ (d) "Contractor agrees tt�at the City shall, until the expiration of three (3) years after finai payment under this contract have access to and Ehe ri�ht to examine any directly pertinent 6oaks, documer�ts, papers and records of such subcor�tractor, inval�in� transactions to the suhcontract and f�rther, that City shall ha�e access during norma� working hours to aIl apprflpriate work space, sn order to cpnduct audits in compliance with the provisions vf this article. City shall give subcontractor reasonahle ad�ance noEice of intended aur�its." 20. CONSTRUCTION STAKES; The City, through its Surveyor or agent, will provide to the Cantractor coastruciion stakes or other custocnary methods of markings as may be found consistent with professianal practice to establish line and grade for roadway and utility constructian and centerlines and beachmarks for hridgework. These stakes st�all be set sufficiently in advance to avaid delay whenever practical. One set of stakes shall be set for all utility cpnstnzction (water, sanikary sewer, drainag�, etc.), one set of excavationlor stabilization stakes, and one set of stakes for curb and gutter and/or pa�ing. It shall be the sole responsibility of the Contractor to preserve, maintain, transfer, etc., all stakes furnished until completion of the construction phase of the praject for which they were furnished. If, in the opinion of the Enaineer, a sufficient number of stakes pr markings pravided by the City have beea lost, destroyed, or disturbed, that the proper prosecation a�d controI of the work contracted for in the Cnntract Documents cannot take place, then the Contractar sha11 r�place such stakes or markin�s as required. A� individuaI registered by the Texas Board of Professional Land Serveying as a Registered Prafessional Land S�r�eyor shall repIace these skakes, at the Cantactor's expense. No claims for delay due to a jack vf replacement Qf construction stakes wiil be accepted, and time will continue to be charced itt aceordance with the ContraCt Documents. CONSTRUCTIDN NON-PAY ITEM No. I- CLEARING AND GRUBBTNG: All o�jectionable items within the limits of this project and not oEherwise provided for shall be removed under this itern in accordance with Standard Specification Itern 102, "Clearing and Grubbrng." However, no direct pay�ent wiIl be made for this item and it shaIl be considered incidentai ta this contract. NON-PAY TTEM No. 2- SPRINKLING FOR DUST CONTROL: All appiicable pro�isians of 5tandard Specifications Item 200, "Spriniciing %r Dust Control" shall apply. However, no direct payment wilI be made for this item and it shall be considered incidental to this contract. NON-PAY IT'EM No. 3- PROT'ECTTON OF TREES, PLANTS AND SOIL: All prqperty aIong and ad�acent to the Contracror's operations including lawns, yards, shr�►bs, trees, etc. shaIl be preserved or restored after completion of the work to a condition ec�ual nr better than existed prior to start of work. $y ardinance, the contractor must obtain a permit from the City �'orester 6efore any•work (trimming, remo�al or root pru�ing) caa be done on krees or shrubs growing on p�blie property including street rights-of-way and ciesignated alleys. This permit can be obtained by calling the Forestry Office at 871-5738. All tree work shall be in compliance with pruning standards for Class IT Pruning as described by the National Arborist Assoeiation. A copy of these standards can be pra�ided by calling the abdve number. Any damage ta public �rees d�e to neoligence by the Contractor shall be assessed using the current formula For Shade Tree E�aluation as de�ned by the International Society of Arboriculture. Payment for negligeni dama;e to public trees shall be made to the City of Fort Wort� and may be withheld f�om fands due to the Cantractor by the City. To prevent tE�e spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees shall be imm�diately sealed vsing a commercial pruning paint. This is the only instance w�en prunin� paint is recommend�d. I� . NON-PAY ITEM No. 4-- PRO.TECT CLEAN-UP: The Contractor shall be aware that lceeping the project site in a neat and orderly condition is considered an inte�ral part nf the contracted work and as such shall be considered subsidiary to the appropriate bid items_ Clean up work sha9l be done as directed by Ehe Engineer as tf�e work progresses or as needed. If, in the oginion af the �ngi�eer it is necessary, clean-up shall be done on a daily basis. Clean up work shall include, but not be limited to: � Sweeping the street clean of dirt or debris � Storing excess material in appropriate and organized manner o Keeping trash of any kind off of residents' property If the Engineer doas not feei that the jobsite has been kept in an orderIy condition, on the next esti►nate payment (and all subsequent payments until completed) of the approprzate bid item(s) wiil be reduced by 25%. Final cleanup work sha1I be done for this project as sooa as the pavinb and curb and gutter has been canstre�cted. No more than seven days shall elapse after corrtpletion of canstruction before k6� roadway and right-of-way is cleaned up tn the satisfaction oi the Engineer. NON-P�Y ITEM No. 5— PR07ECT SCHEDULE: Contractor shatt be responsible for producing a project schedule at the pre-construction conference. Tlus schedule shalI detail all phases of construction, includina project clean up, and alir�w [he contractor to eomplete the work in the allotted time. Contractor wil! not mave on to the jabsite nor will work begin untii said schedule has been received and approval secured from the CanstnFctio� Engineer. Hawe�er, contract time will start even if the project schedule has not been turned in. Praject schedule wiIl �e updated and resubmitted at khe end of every estimating period. AII eosts involved with producing aod maintaining the project schedule shali be considered subsidiary to tl�is contract. NON-PAY ITEM No. b— NOTTFICATION O� RESIDENTS: In order to cut down on the nutnber of complaints frorn residents due tq th� dust generated when saw-cutting joints in concrete pavernent, the Contractor s�tall notif}r residents, in writing, at ]east 48 hours in ad�ance of saw- cutting joints during the constniction of paving projects. All eosts involved with providina such written notice shail be considered subsidiary ta this contract. ' NON-PAY ITEM No. 7— PL7BLIC NOTIFTCATION PRIOR TQ BEGINNING CONSTRUCTION: Prior io beainnine consiruction on any block in the project, the contractor shall, on a block hy 61ock basis, prepare and deliver a notiee or f�yer of the pending construction io the front door of each residence or business that will be impacted by construction. The notice shall be prepared as foilows: The notification notice ot flyer shall be posted seven (7} days prior to beginning any canstructiort activity on each block in the project area. The flyer .shall be prepared on the Contractor's letterhead and shall inciude the foilowing inf�rmation: Name of Project, DOE No., 5cope of Project (i.e. type of constrvcuan acti�ity}, actuaI constnrction duration within the black, the narr�e of the cantractor's foreman and his phone number, the name of the City's inspector and his phone nutn6er and the City's after-hours phone number, A sample of the `pre- construction notification' flyer is attached. ' The cantractor shall submit a schedule showing the construction start and finish time for each block of tt�e project to thc inspector. Tn addition, a copy af the flyer shall be deGvered to the City Inspector for his review prior ta - being distributed. The contractar wil� not be allowed to begin construction on any block unti! the flyer is delivered to all residenEs of the bIock. An electronic version of the sample flyer can he obtained from the I constructio� o£�ce at 8'i1-8306. All work in�olved with ti�e pre-construction notification flyer shail be considered subsidiary to the cantract price and no additional compe�sation shall be made. NON-PAY ITEM Nn. S— PRE-CONSTRUC'C10N NEIGHSORHQOD MEETING: After the pre-conskruction conference has been heId but before coRstruction is allowed to begin on this project a public meeting will l�e he�d at a location to be determined by the 6ngineer. The contractor, inspectar, and project manager shall meet with all affected residents �d present the projected scheciule, includin� construction start date, and answer any construction reiated questions. Every effort wiil be made ta schedule the neig}�borhooc# meeEing within the two weeks follawing the pre-construction conference but in no case will consEruction 6e allowed to begin until this meeting is heid. NON-PAY IT�M No. 9— WASHED ROCK: All washed rack �sed fQr embec3ment or bac�C�ll pr as otherwise directed by the Engineer shall washed, crushed stane aad shall meet the following gradation and abrasion: (Aetual washing not required if gradation is met) Sieve Size % Retained 1" 0-5 3�,� Q-15 3/8" 55-90 #4 90-lOD #8 95-lOQ Los Angeles Abrasion Test: �0% Maximum wear per A.S.T.M. Des�gnation C-131. PAY ITEM No. 1- UTILITY ADJUSTMENT: This itein is included for tl�e }�asic purpose of establishinb a contract price which will be comparable to the final �cost of making necessary ad�ustments required due to street impra�crnents to water, sanitary sewer and natural gas service lines and appurtenances where such service 3ines and appurtenances are the property owner's responsibility to maintain. An arbitrary figure has been placed in the ProposaI; howe�er, this does not gvarantee ariy payment for utility adjustments, neither does it confne utility adjustments to the amount shown in the Proposal. It sha�l be the "Contractor" responsihiIity to provide the services of a Iicensed plumher to make Ek�e utility adjustments determined ne�essary by the Engineer. No payment will be made for utFlity adjustments except those 3djustments determined necessary by khe Engineer. Shouid the contractor damagz serviee lines due to his negli�ence, wher� sucl� liaes wonld not have required adjustment or repair otherwise, the Iines shall be repaired and ac�justed by the contractor at the contractor's expense. The �ayment to the conuactor for utiIity adjustments shall be the act�al cost af the adjustments plus ten percent (lU%) to coWer the cast of bond and overhead incurred by the contracror in handling the utility adjustr�ents. PAY �TEM No. 2-1'R07ECT DESIGNATION SIGN: The contractor shaIl construct and install two (2} Project Designation Signs and it will be the responsibility of the contractor to maintain the signs in a gresentable condition at all times on each prQject under constcucrioq. Maintenance witl include paintin� and repa'rrs as directed by the Engineer. It will be the responsibiIity of the Contractor to ha�e the indi�idua� project signs lettered and painted in accordance wi[h the enclosed detail. The yuality of the paint, painting and lettering on the signs shaIl be appro�ed by the Engineer. The t�eight and arrangement of the lettering shall be in accordance with the enclosed detail. The sign shatl be constructed of 3/a" fir p�ywood, grade A-C (exterior} or bstEer. These signs shall be installed on barricades or as directed by the Engineer and in place at the project •site upan commencement of constr�ction. The work, which includes the painting af the signs, installing anc3 removing the signs, furnishing the materia�s, supports and eonnections to the support and maintenance shalI be to tf�e satisfaction of the Enaineer. The unit price bid per each will be full payment far materials including all Iabar, es�uipment, taals and incidentais neeessary to complete the work. PAY ITEM No. 8. 9. AND [ Q— CAST iN PLACE TtEINFORCED CONCRET� BQX SECTION � J {a) A[l applicable provisions oi sianciard specificatian Item 410 "Concrece StrUctures" shall app[y except the measurement and payment sections will t�e entirely replaced with tE�e follawing paragraphs: MEASUREMENT: The reinforced box section shall be measured in linear feei alon� the longitudinal centerline of each size box specifed. Measurement shall begin at Ehe initial beginning point as shawn on the plan-prn�le sheet, continue through the specifed 6ox fittings, extended only to the inside faces of manhole walls (excluding the manhole inside diameter) and terminate at the extrame end of eonstruction as provided on the plan-pra�le sheets. For multiple barre! structures, the measured length will b�e the sum of the lengtE�s of the harrels measured as prescribed above. PAYMENT: The work p�rformed and materials furnished in accordance with this Item and measured as provided under "Measz�rement" will be gaid for at the unit price bid for "Concrete Bax Cul�ert" or of' the size and type specifed. This price shail ba fi�ll compensation far constructing, for praparing and shaping of the bed; for connections of existing struetures; for concrete, reinforcing steel and all materials, labor and equipment, toals and incidenEals nee�ssary tn cnmplete the work. Excavation, bedding, and backfiIl for box cul�erts will be paid for in accordance with Item 4�2, "French Excavation and BackfiIl for 5tarm Drain." FAY I'1"EM No. 17 - TRENC�1 SA�TY: Description: This item will consist of the 6asic requirements which t�e contractor must campiy with in order to provide far the safety ar�d health of wflrkers in a trench. The contractor shall deveiop, dEsi�n snd implement the zrench exeavation safety protection system. The eon�ractor shall bear the sole responssbiliry for tE�e adequacy of the trench safety system and providing "a safe place to work" for the warkma�. The trench excavation safery protection system shall be used for all trench excavatio�s dceper than �iva (5} feet. The Excavating and Trenching Operation Manual of the Occupatio�al Safety and Health Administration, U.S. DepartmenE of Labqr, shall be the minzmum aovernin� requirement of this itetza and is her�by made a part of this specification. The contractor shall, in addition, compiy with ail other applica6le Pederal, 5tate and loca� rules, regulations and ordinances. Measurement and Payment: AII methads used for trench excavation safety protection shall be measured by the linear foot of trench and paid at the unit price in the Proposal, which shalI be totai compensation for furnishing design, materials, tools, labor, equigment and incidentals necessary, including remo�al oi the system. PAY ITEM No. 20 -- CAS'� IN PLACE R�INF�RCED C�NCRETE FLARED WTNGWALLS: (a) AI! applicable provisions af standard specification Iteczi 41p "Conerete Structures" shatl apply except the measurement and payment sections wil� be entirely replaced with the faIlowing paragraphs: MEASUREMENT: Cast-in-place �nits of each type and height wiil be measured by each end of a shvcture. Measurement far multiple barrel siructures with wingwalls will include the toewali. Any apron between the winawalIs of multiple box culverts will 6e measured as requirect by the pertine�t item. PAYMENT: The work performed and materials furnished in accordance with this Item and measured as provided un�er "Measurement" wilI be paid for at the unit �rice bid for "Wingwalls" of t[ie specified type and height. This price shall be fuil compensation for furnishing, transporting and placing all concrete and reinforcing steel and joinino ta new or existing structures; for excavation and hackfill; and for all other rnateriai, labor, tools, equipment and incidenkals necessary to comglete wark. I� �. �A#�T D � �P��IA� ��NDITl�?�� �'W�4TER D�PT.} � ��!-1 1 � " ����`�L.. �r���� I I�I'4�7 � D-� �1W�1�� 4� �ON�`RA�T ...... .. .. . . . .......................................... .. ..............................� D�� �UB�JI�S��� �F ���1TRA�T D��UI+l�ENT�T ��h1�TRiJ�TlOh1 ��ART TIlV�� �If�I] P��-�0�1�7i�l.l�Tl�fV S�.lB�l11TTA�� ........................ .. ... ... . . . ............................... .. .........� D-3 G�NERl0.� .... ........ . .. . . .................................... ..... ......................................... . ..........5 D-� �Ml�f`,..,. . .. •--• ... . ......................................... . ... . .............................................. ..........7 b-5 PR�.�E�T D��I��JATEON ...............................................................................................7 D-6 �Ql.��l� �MPL.01'fti1»N"S' I'I�OVIS���V� ... ... ..................................... . .. ......... ..............� I�-7 �R�-�DI��TFiU�T��PI �Oh���fi�i��E ..........................................................................7 [�-� ���f��Ih�ATIO�f N���TIN�� ... ..... ............................................. .. .. ............................7 D-9 �A+fIT ....................................... ..... . ......................................... ................................... ..� i�-1� BR�AFCD�VU�I �F BID PR�PO�A� ..................,..... .,..... . .............................,........, . .,.7 �-1 � �ROJE�T ���f�l� l.x� . ................................. .... ....... . .................................... . ...........7 fJ-1� ���1TRA�TQR �OMPLIAN�� 1NIiM W�R�C��'� �Ot+.+1F�E�l�,�#�IQN LA�V ...................8 D-�3 !u'�I��R1TV A�LI W�1Nt�l�,f� BU�If�}��� EiVTE�PF•1��� ��+11I1�$E) ���l11�LIAh,���..........1� �-1 � �Al.���A� DAIf ........................ . ... .. . ................................... ...................................1 � �l-�� �U��ID��I�Y 1�f��4{ ...... ..... ...................................... . .. ..................................... . ..�� D- i & W Afi� � li�li�� . . .. ....................................... ... . . ............................................ ...........1 � �-17 EA��P�+i��TS AfVD P�RC�ITS ................ ...................................... .. . . . .....................14 ��1� ���RDI�VATI�N U�fITH F�RT W�R�H 1NATER DEl��1RTM��iT .................................15 �-�8 �}AA+�AC�E T� F'f�tVAT� PR�I��#�TY ..................... ............................................... . .....15 �]-�0 SH�p �RA1NI�1�S .......................... ...... .. ................................. .... .. ........................�5 �*�� �R�ss��� or- �xr�'1'f�� UT��.GTI�s ...................................,.....,................................,.�� [�-�� EXi�Tl�VC� U7`C�ITIE� Af�,1D �M�'F��1��h�L��V7� ...............................................................16 �-�3 ���1�TRk,��T101� �RA�FI� OV�R PIP��1�3E� ............................................................18 D-��4 TRAFFI� �Dh1TR�� ................. ........................................ ...........................................17 �-�5 PA`�`h+1�k�7 ............ .. . ....................................... . „ . ............................... ..,. . . ..........#8 D-�6 �d,+�IT .. . ........................................... .. ............................................ .. .........................�� D-�� D�TC�UR� ..................... . . ..................................... ..... ...................................... ... .....18 17-�8 BARF�I�lAC1E� A�1D W�#Rh�I�+,IG �IC�N� ........... .... ............................. ....... .................18 D-29 �?CI�4�1CN,0.TIOiV O� �k7E,.....,.. ...... . . . . ............................... . „ ..................................18 1�-�� �OfVl�i� ���+1F���AE�l��,....., ..... ....................................... ................................. ... . ...1� D-�1 WATER ��R �O�f�TRU�TSOfV ................ ..... . ....................................... .. ..............1 B D-�� ►IVA�T� hr1A`���IAL ................... ..... . . .................................. . . . ................................ �S D�33 ���A�IUP ��A �`If��� A���PTAf��E ..........................................................................i� D-�� PRO�Ei�7`�' A����� ................................••---...........................,,...................,..............19 D-�5 �Of���`Rk.1�T�01� ��HEDUL� Ah1D �EQL3�iV�l�� �� 1N�R�'C ...................................19 I3-�6 ��1F�TY R��TRI�I'I��� - WORIC i1��AR HIC�k� 1J�l.TACaE L��IE� ..............................19 D-37 ��+41T ................................ .......................... ...... .... .. ................................ . . ..............19 �Y�� �An1��AR�f FA�IL.lilEs FOR W�RK��� .....................................................................�� p-�� L��A� R��ATI�N� AEVi7 R��P�iV�IB�LITI�� `�� 7HE �`UB�C� .................................�� D-4� R�fi.�HTT�Al.1DIT .................... . ....................................... .. ......................................2�1 D-41 �E� QUANTITI�� ............. .. .... . . .......................... . ........................................... . . ..�Q D-�� �l.��TEfV� O� ��I�,l�R�T� ................................... .................................... ... .. ... . ......�0 �1�4� PRO.�E��` C3E�E�`aE+IATEOh1 ^�]�iV ............ .. . .. .... . ........................... . . .. ... . .............�0 D-4�S �ON�I�ETE �IR�INAL4� A[VD DR11��WAY R�PI����+S��T ........................................�1 D-4�a M�����CAf���l.3� P�.A��h+IEl�T �F M�#T�RiAL ..........................................................�� 17-�8 TYF�� ����� �A�ft�ILL .................... . .......................... . ...... ....................................... ...�� D-47 �RU�H�� �IME��f'�h�E BI���t�ILE. ...................... .. ................................................ . .2� D-�B �:�� ��f��R�T� .................. ............................. . ................................................ ... ...2� D-�9 �I`F�E��H ���A1��lTID�I. BA��{�ELL, A�#� ��h�1PA�TkON ...........................................�2 b�5� F'AIf�M�NT F�EP�IIR (E�-i�},... .................•--..............................,....._............................�4 1��5� TFk�f+l��l ����TY �`IST�M �OR 1N�4T�R D�PAR�f�1J�P3T Pi�OJ��T� Oh�LY............�4 o�r�al+o� ��-1 r — — � ���� � " �����f'tL �r�lY�i�ILJIV� �-rJ� �v�k�����i� ����� �11i}���'i���� .............. . .................. .............................. . . . .........�� I�-�3 �Af�ETARY ��IN�R S��CV1��� .. .................. . ............... . . ............................... . .. ..�8 C���4 {VO� U�E�1 .. ..... ............................... ...................... . .............. . .. ..............................�9 �-�5 R�MOVAL., �A�VAIC��, �4�,1D AB�4hiD��1��#V� �F ��I�TIf�C '4�Il.ITIE� ..................�9 D-�� L1E7��7AB�� WARhlIfV� TAP�� .... ...................... ........................ . ..........................�1 D-�7' PIP� �L�A�3��� .... . .............................. .................... . ............................. .................�� D-5$ �,�FiFil�f�l��5, WAF�NIh#�i�, �IfVb FLA�hA�h1 .......................................... . ... ............... �� I���A [J��P���L �F ��D[L.f�ILE.. fufA�`�f�IAL .........................................................................�� ❑^�� �J�i�.�+�"�����+� ��� ��������-.�hl���r� ���� .......................,......_..,,...................,....,.......x�� D-6� ��.1B�TITU�1�#�� ..........................................................................................................�� 17-6� F'f����OI�f�TRIJ�����V T�LEV1�10l� Ihl��E�Tl�hi �F ��1�lI7AR1' ��1+1l�R ...............�� D-B� 1l�I�UUM'FESTI�I� �� �Ai�I7A�Y ��W�R NlA�1H0�.�� ............................................�6 D-64 Bl{PA^�$ PIJA+1� 'a .... ... ... .......................... ................ .. ... .................... . .............�i D-�� PO�T-��]fV��, .,�TE�EV T�C.E1ft�I��V II�l�PE�TI��1 �� �ANITARY �EW�� ............3� D-�G ��ANIPLE� AND QU�4L17Y �ON��(�� TE�TIIV� ...........................................................�� �'�� TEN1f�OF�ARY ��0�€�EV� ��L+I���TF fi1VyJ yyri 1�T�S 1`V��IJ�IVFV 11L11Y�1"YVL ............ti7� D-�B IN�Fi��� �IEVb E�RE��lOB�7F�U�TION O� �q����� T� DRIV�� ...........................�0 D-fi9 PROTE�TiDN �F �CF�EE�, PLANT� AlV�} �01� ............................................................�0 L?-7'{� �17'E i���T�RATIOIV ......................... „ ....,.................. ......................... ,..........,.........�� D,71 i�ITY �F ��F�T WD�TH �T�IfV�IARD �ROQl.1�7' LI�T ................................................4� I�-7� �TA�� REIf��,lllh��i ��lVD (�R�� REC�U[F��f�l��lT� .................. ..,.�1 .. ........:.. .. . ........ ..... C3-7� 'f�P��IL, �ODD�f��, ���DIP,iC� & H1�DR�hAUL�I-�IiVC� ..............................................41 ��7� �O�1FI1��17 �PA�E EN�'f�Y PFi�C�FiA� ......................,. ....,......�6 . ...... ... ... .... . .... ... ... ........ C}-7� ��.lB�TAh�T�A� ��f1h�LE�lO�I Ih,�����7€�7N1FII�A�. fh1�PE�710h1 ..............................�7 D,76 ���AIlIA`f'��f� �VEAR TR��S ........................................................................................�7 Q-77 �Of��l�EF� ��1��lSEM�NT OF �EWE�1 �IPE .............................................................4$ �.7-78 ��.Al� ��AM .............. ... . ...................... ........................... ........................... ... .............48 Cl*T� GXF�LQRAT�R1' EX�AVATI�fV {D�H�L�) ..... .......................... .. ......................... .....4� D�SQ I�VS'�`ALLA���I �F 1lVAT�F� FA�I�ITI�� .............. .. ........................ . . .. ....................48 �(l.� P��yvir�]rl �hloride (P1��� Wat�r Pipe .... . ........................... ........................... .... . ...48 50,� B�o�kir�g ... ............................ . . .................... . .... ..................... ...............................�49 80.3 Ty�e of �asing Pip� .................... .. ....................... . .. .. ........................ . ...............4� 80.�4 TMe-�n� ......................... .............................. ......................... .. ............................. ....�� 80.� �onr�ectl0�r �f ExiS#�rtg M�i�s ............................ ........................... . ..........................�9 SD.G V�lue �ut-Ins .. . .............................. . .......................... ... . ................... ... . ..... ....�� 8�.7 1N�ter �erv�ces ................ ........................... ....................... . .............................. . ..a0 80.8 �-In�h T�mp�r�ry�e�vice Li�e ............................. .......................... ..........................�� 8�.9 �Id�u�t �+Janf�ol��� �nd V2�ult� {Utrlity ��k� ...................... .......................... .. ..............53 8�.10 Adjust Water Ilslv� Baxes ........................ ............................. ................................ ..�� 8�.11 Purgin� �ntf �te�itk�a#�n� of 1N�,#er �ine� ...................................... ..5� 80.1� WorE€ f�oa�� Pr�ssur� �ne Baund�►r��s ................ ........................... ........................54 ��_13 W�1eC �arn�l� �#aiior . ................. . ... .......................... . . .......................... ..............54 $�,�� DuciJke �fio� ar�d �ray Ir�r� �€tting� .... . . . .. ......................... .................................. ...5� ���1 �PRIPlICLI�� ��R DU�T �QNTR�L ............................................................................�� D,�� DElr�ff�T�RGiV� .................... . . .............. ............ . ....................... . . ......................... .�� D,83 TR£�l�l�l E���#11�1T4O�1 Of� f���P TREf��H�S ...........................................................�� D�84 �FI�E PRU#�1�iVG ....................... . ................................ . ............................. ................�5 D-85 T�E� R��U1�11�+L ............................. .. .................................. .......................... ...........56 I�-8� T'E��` �-iOE..�� ... .. ...................................... .............................. .. . ................... ...........�6 �•s37 PU�LI� f�CJTI�C�#�TI01V PRI�F� TO H� '"UNIN�i ��f��7�U�TIOfV .................. .. . ..... �� D-cB TI�AF�I� BUTTOIV� ........ ............................. ........................... .. ............................ ...�'T D-�� ��1hJITAFIY ��W�R ��RVI�� ��EA�V�r,��� .. .......................... . .... ...........................5� c�rr�� 5��� ��� 1 ❑ ' ����i4�� ��1�1�4 1 I�IVti7 �-�� ����� Fi�4�� �}������fi ������ .............................................................................. rJ� A5l�4IQ� � � `� �1��� � - ��� .�i��� �i��������� ' -- l`hi� Par� D — �pecl�� �ond�kion� �s cpmp�imerrtary to P�rk � — �eneraf �or�dwtions of #he �ontrac#. �Ar .��rinc� cor�takn�d i� t#�E� Part � tl�at is addi�rve to ar�}� �ro�ri�ion En F'art �—�eneral �on��ti�ns ��ontra�t are to be r�a� t��vth��. ,4n�r con#tict i�etweee� P��C ��- ��rreral �onditians � �o ��nlracf �rtd t�rts �art D, I�ark � s�7�ll ��ntr�l. F��; Ro$�da�e �tre�t Imprarrerner�ts �Nater & �anitary Sev�rer L�ne #���lac�rner►ts & Dralnage Improv�rnents .f".011t��C� �+lq. �F ��IT I— FDI'��[ P�rk BIVC�. t� 9�� AV�. �ect�an #4 -� Sanitary �ew�r Lir�e �#epl��e�nents 1Nat�r �ir�� & �a�l��ry �ew�- �pl�c�m�n�s �nd Dra�rrag� Impr�v�r�nents IN�#er & 3S D.O.E. N�. 3t�3( Dra�nage D.�.�. f�o. ��47 D-� AWARD �F ��NtRACT Th� �I#y ees�r;r�s #he righ# to ab�r�d�n witM�u�t oblig�tion t� ihe ��ntrac#�r, an� part �f th� �rpject, or tl�e entire proj�ct, �,t a�rj� t�m� bet�t� the coe�tr�Ctt�� bagEr�� a�y C�nskr��E�on w��'k �uthor�z�d by the �ity. �warcf, f�� mada. shaa� be ta tha l��+e�t tesp�ns��l� �idder. The f�lCowin� shaif �p�ly for ��ntrac# �acurnt�n#� wrth m€�Itiplp unit� �i +rvork. Ea��r t�nit re�res�n#s 2� so}��ra�� pro�ec#, ea�h wMtt� an in�l�vidu�l 1�191WSE �p�c�G�cativr� �nd pro�osal se�tion Th� propvs�l so�tiorrs �re arrangod t� �Ilow �rosp�c#�v� ��dcl�rs to su�mit b�rls on or�e t�r�it, sc�me of the uni#s, or all of Ihe unit�. Awar� �f cor�tr�ct{s}. af mstle, shall be to the faw��t respo�rs�ble bidder fa� ea�h indiv�dual uni#, 1� a cc :racto� i� the low b�dder �n tw� �nits �r moro, �, �ingla set �f �arttra�# do��arn�nts con�istir�g �f ��G a�pMica�le ur�its will be cre�ted and on� �ingfe awar� of con�ract sh�ll b� rr��d�. Th� �ontract�r sh�ll cornply wilh tt�e ���s MIWBE �r��r�ance �n each u���k, Biddors shali subrr�it indi�i�u�l and separate m�r�ti�ly Nl�WB� re�oris f�r ea�� Ue�it �n�lud�d in tk�� ��r�tra�t. ����tr�cti�n kirne orr afl t�nits will run co�rcurr�nily. �vr situa#i�ns ir�volving �xpprc�t��c1 ��ntrac�� wit#� multi�le units, t�o #ata! allowablo con�tru�ti�n c��rtp�e#ian t�r�� �vriod �or afl #�,e un�to shall be the sam� as t�e un�t with tho lange�t �onstructi�� time p�riod. �-� �LlB�I��M�1� �� ���1T�tA�T ���UIN�NT�, ��NSTRU�TE�Ff START T1141� AND �RE��OI�1�T#�U�T��1V 9U�lh�JITTALS TF�� c�r�t��ctor�s) shaU exe�ut� and retuxn ti�e can#r�c# dacumants to t�e Deparlment of �nginaerir�g wkthir� t�n {1�} w�rklr�g da�rs af��r n�tificatian b�r the �ity. � Pre��onstructio� meetfnt� dak� wi�C b� �sxabllshe� ��1d f1�te� fn k�1� L.�lt�r [o �ol�tt'�Ct�r. TM� effective �vork or�er dat� wi�l be set at th� pre-�or�stru�t�on can�ere��v. Th� ��ntra�ct�r�s� sF�all be requlrec! ta start �nr�st��cti��� v� S�r� p�aject n� IaEer than ten {�0� c�lendar wo�ic�r�g �ays aft�r thv pr�-constr�ctl�r� meeting date, ur��ess � d�f��r�nt da#e �s esta�lashecl in ��lotice to F'r�c�e�l. il�� �l�y shall be�in to charge time o� the �r�o�ect tn t�e co�rtr�ctor ek�ve� �la�� after #he pre-car�stf��ti�n mee�in� dats, unGess a�iff�rent date is est�blis�ed �n a �loti�� to �'rocee�. Per �f�y �rdirnsnc� 1347'1, as amen�ed �}r �a•di��rr�o No, 13�81, the �ontractor{s} shall submit th� toiters a# rnter�t or s co�y �f #�e agrvements v�i�l� ���t�frecf MfWB� su�co�#ract�r{s� at or befare #he pr�,construcl�on ��nfer�r�ce. To exp�dite E�AlWBE ��m{�lian�� c�ntract�r� are str�r�gf�r �rr��o�2 ��w� �J�i�� � - +������4� �..�����i ���� �n�ouraged �a submlt #he exe��ied lei#ers of i�t���t# {with h�I�NB� subcoe�tr�ctc�r�� �tt t�e ti�e �f submittar o� #��e U��LIZATI�N F�€��+A or fi�OD �AITk� EF�ORT F��ll+�. The �ettor(�) m�s1 b� sigr�etl #�y bo#h partie�. I# �Y�e c�nt�actor{s) fiails t� s�bmik tY�e k�fter{sj or agree�r�en��s�, lh�r c��lractor{s} wilf �at b� all�wed t� �egin w�,rk. Time ar� khe proj�cx will �ta�t ta acc�muia�� at #�� �ncf ot �h� S�n (��j ci�ys as stip�late� ab�ve. Ads�i�i�na1 submii��is 2r,t tirr�Ma �� pre-conslr��t�o� m�eting sk�ali in�lud� (bWt no# limi4ec� ta�: �ontrac#ors War� f'lan an� ��hedule Di�posaE �+te #�r Waste M�t�rEa� lnfarrna#i�� �uf�-��r�lractoF l�er�ti�i�ation ��e�tich �afet�r Desi�r� (ff req�rired} �a�fir�ed �p�c� �ntry Pragra�r� h,karne anci number �f a r$s�ar�s�k�ke person for off houf emergenci�s P�ojeo[ scl��du1� which rx��tsi refl�ct a pr��eet cam��e#ion d�te to b� determir�etl k�y tk�e co.mpl�tio� ti�r�e �erla�# s#ip�l�#�d wn #he �ra��sa1 seotion. ihe pre-construct�on c�nfer�n�� �s int�nded as a�or�m be�n+ee� t�e con#r�ckar an� the ap�r�prEate �ity staff to �o over the proj��t ir� ctvtail and to a�ffor�l �he cont�act�r t�,e apparkunity to �ubmwk all the required documer�Es I€sted a�ave. �� k�e con#�2��tor ��,��� #o s[�bmik ar��j of �h� �equir�d dv��r�ents, tl�e contr�ct�r will n�� t�e allowe�f to begGn v�r�r3c; h�wv�+er e�ntr�ct tkme �ha�l ���i� as s�wpula�e�i in this par��rap�. p-3 GENEF3AL The or�er ar �r�c�dence tr� c�se of ��n�iicts o� d�sc��pan���s k�etuveen various parts �f the �ontract Documer�i� subj�ct to kl�e r�iing of the En�ineer shall ger�eraAy, ��t no� �tecessa�lly, f�A�w t�re g�idolines liste�i b��ow: 1. �la�r�s �. ��ntrac# Do�uments 3. ��o�ia! �ondlti�tts The �011o+�in� ���cral ��r�dkti�r�s shall b� s�pllcabfe to thfs pr�j�ct an� shaaG go��rn �vc�r a�r� conflicts �+i#h the G�e��ral ��ntract DocUments �nc�vr t�re pr�vl�Eons ��a#��i abo►��. The �on��a�tor s�ra�G be respons�ble for def�c#s in this pr�jec# dt�e #a fa�lty e�ateria�s and workmans�Ep, or l�o#h, �or a pe�iad �# ar�e �1) year from da#a �f ti�al ac�eptan�e of this project b�r the �ity ofi ��rk Vl+orth and wiil be re�uire� to replace at his e�cpensa �n� part ar all t�f Sl�is project which �e���n�� defe��wv� due �o t��s� ca�se�. �ubjec# ta m�dific�ti�ns $s he�ein c�nt�inos�, #ha �'ort 1No�Eh 1�1a#ar Ds�artr�er�t'� Ceneral �ontra�t D�c�merr#s ae�d �en�ra� �pe��ficat�on�, w�th lat�s! revis�ons, �re mad� a park of #h� ��n�ral �ontract l�o�um�nss #or this projac�, �'he Plan�, #��se ��ecial �ofltract Doc�ments an�f the r�l�s, ��gu�ations, fiequir�ments, instrucrior�s, �#ra+�i�gs at �etails re��rred t� by man�facture�s name, c�r identilicatian it�clu�� #Mereie� as specw#yi�g, re�err�n� ar kmpl�rir�� prod��t cantr�l, p�rforrr�ance, quakity, �r otl�er sl�alE b� binding upan the c�r�t�a�tar. The spec�fi�at�ons and drawings shaEl �e �orrs€d�re� c�apera#Gv�; t#�e�ofore, work or ma#vrial ��iled for b� on� �nd nox �hown or me�#��ned in th� �ti�er sC��ll �e �c�omp�€s�ed or f�rnishod in a faithiul �x�ann�r as though r�quir�d ��r all. p�n�r �ant�actor periorrr�Eng any �ork �n Fart 1+Varth water or sanEtary sewer ta�ilitie� must be �re- �al��ied witfn #h� 1�laier D��artrrtor�[ t� p�r#orm such w�r� ir� �ccor�anco wFth prac�d�res o�rr�n� ��-�" � -_ - ����- � - s������. ����i�r�c��� tfescrib�d in th� current For# W��tEt Wa#er De�artrnc�nt C�enoral ��e�iirc�ti�ns, whJch ��ner�l sp�cFfr��,ti�ns shal[ govern �erforrr�ar�c� �� afl s�ch �rork. Th�� co�tract ��d pr�jeck, wh�re a�p�[c�k��e, ma�r a�so �e goverr�eri b� th� 4wa fallowi�g p�bli�he� s�oecific�#aons, exco�� as madifivd b� tt�ese �}�e�i�l Provisi�€�s: 1, �TAht��R� �PE�l�I��TI��U� FOf� �TREET f1�VD �TORNf DAAihI �DT��TFCU�TIDA! - �1�1' �� F�f�T IN��tTH �. S�A�IDARD �P���FI��4T1��1� F�F# PIJBL�� 1N�RFC� ��iV��'RU�TIU� - i��RT�3 ���VTi�A� TE?CA� Any �on�lic� beiween t��sa ca�tr��t t�ocuments ��td the above ��ubli��tfor�s s#�a�l be r�sof�+�d in �av�e of t#�ese �antract d�curn�r�ts. A co�y of either �f t��ese spocificatior�� may �� #�rcMasecf at �he �ffi�e �# th� Tra�s�ortation ar�d Pu�' �l�o�k� �ire�tor, � 000 Tt�rc�ckrn�rton �t�•eet, �nd ��ot�r, A+lunicipal BuHdir��� Fort 1+V��th, Te; ��� 4�_ T#�e s�e�iiic�tiorrs ����`rca��e to each pay it�m are indi�ated ��r #t�e �all-out for ti�� p�� n b� the d�signer. !f n�� sh�wr�. kh��n ap�llc�blo �u�lishvd spe�i�ic��f�r�s in �it�er �f thes� docu�.�ents m�� be �pllowed at t#�e �i�creti�n �f ih2 �ontractar, C�er�er�l ���visions s#�all be th��e of ti�e Fort Worth documer�t r��}�er t��n D'rv'reior� � ot xhe hl�rth �entra�l Taxas d�cu�me�t. �idders sh��l not sep��ate, det�ch �r rer�arr� any p�rt�or�, �egm�nt or sh��#s �ram the contrac# d�cum��t a� ��y #�me. �2��lure #o bJd or �ull�r ex�c�t� c�ntract without r�t�P�ing �on��act do�uments intact �nsy b� gr�unds for c}esigr�atFr�g 6ids �s "`�on-r�sponslve" and ����cting bEd� or vaidlrrg con#ra�t as appraprE��� �s �l�t�r�"rr��d lsy tfie �Ity En�fneer. I�1T�RPR�7`ATIO�t �h1D PRE�ARATI�f� OF PROPO�}�L: A. D��.�V�RY �F PROP��AL: No �ro�osal will �o �on�Fderetl unl�ss il is �eliver�[�, acc�mp�nied �yr �ts prapor Bid �acuri�y, ta tf�c� F'urch�sin� IUaanag�r c�r hi� rapre�ontatGve at th� officiai lo�atioi� ar�# �tat�c! time set f�rt�r it� t�re "��#ice t� 8��fders", Ik is tho Bidder's �ole rosp�nslbiHty t� de�t+r�r the propasal at the �r�par tirr�e �o tE�e prop�r place. 7�e mere iac# l��# a prt�posa� w�s d4s�atc��� wi�l �ot be con���ere�l. The �idders musx �ave !�e pro�as�l ac#��I�y �eliuer�cl. ��,�h pro��s�l sh�lk be in a s�aled an�+elopa pl�inly mar�ed with the w�rd ���R��'��A�.", and tMa narne or descripti�r� ai the proj�cf a� d�si�r�ateci in the "f�otic� to �iddars'". The envelape �ha�fl b� ad�lr�ss�d Y� �he P�,r��asin� �Aanag+�r, �rt� o� �ort �Vorth Purchasir�g Divtsion, P� Box �70�7, ���# �Varth, "f`exa� 7�1��. B. WITI��RAW��VC� PI��P��A��: Propo�als act�all�r fil�c! with ihe ��,rch��ing Man�ger ���not �e wi#hr��`a�vn privr t� t�ro tim� �et for ��er�ing pr�posal�, � r�qu�st �or n��-cor�s€derat�or� c�� � pr�p�sal rnu�t bc� mad� in wrl#�ng, ��dre��ed t� tt�e ��ty h�ian�x��r, a�cf fJl�tl with hrir� prior t� the time sek ��r the ��e��r�� of pra�osafs. �Af��r a!I propos�ls n�t requ��ted far nor�� c�r�si�i�ta�i�� are �p�ned ar��i pul�fiely+ raad alaud, tY�� propos�ls for �rf�i�h nan-��n�rql�ra�ti�� ����est� hav� b�en properl�r fired ,m�a , ai the o�t�an �f the Dwr�er, �� f�#�lrrl6d 1J110�6n�d. �. l'E��C�iAI�HI� 1�+1�DIFI��TIUN O� P��P��A��: Any bidd�r may en�d��y h�� pro�os�l by tefe�ra�hf� c�mmu�i��ti�n �k any �rrne pr��� �� the �ime ��� ior pp�r�irrg �r�p�sai�, prav€ded su�h tale�ra�hac c��nmunRcati�� is ra�eived by the F��rch�sir�� �qar�a��r pr�or to the �aid pro�osal ��enir�� time, and pro�rided furkher, th�k �h� �ity f41�r�a��r is satisfied ��ra# � written ar�d rl��C� ��#he�ti�ste� cor�f�rma#ion of s�ch t�lographi� commur�icatlon over t#�� s'rgn�#ure of the b. ,�sr wa� m�il�d �riar to the prop�sa�i c�pe�ring kime. If such cantirrr��at3on �s r�ot re�eive� �� SC-� ���� � � ������� ���������� within f�rty-erght ��8� h�ur� ��t�r ti�� pr�p�s�l �penih� time, e�o �urther cansidera#ion will be g�+ren to th� prb�asal. D-� OMIT D�5 PROJE�T DE�l�NA�I�x+i �ons#ruc#aon �nder t�ese Sp��ia! l�o��ment� sh�ll be �aeforr��� undar #�e Project �esigr�ati�n: �ew�r P�o�ect EVo. ��46-OT�4�D1�344� Watc�r Pro��cE f�o. F�W�7-p��T7��5��6� Drainage Pro�e�l �la. K-16�8 D�6 EQUAL EMP�O1f�lENT PROV1�1�1�� �ont�act�r �ha�l compf�r wi#� �ik�r ��di��r�ce �lumb�r T�TB as amen�ed by �ity �rdi�ance tVur��er 7��� {�qr� WartF� ��#y �od� �vctions 1���1-�X khrou�h ���A-�9} pr��ibitEn� d�scriminatior� in emp��y�ment pract�ces. Th8 �OC1tr��t�r S���I p�S� th� ��qEJir�d r70tC�� t� t�t�# �ff��t bn the proyect sita, an� at h�s rec��es#, w�il be provide� assistan�e by+ #�e �ily �f �ort Vl�c�rth'� ����I Empl�ym�r�x Offi��r who wfll raier an� qu�lifi�d a�plicant h� m�y have vn file kn his aific� ko th� �antra�tor. �pprapr�a#e nox��es may be acqui��d fram the Equal �mpl�yme�x �ff�cer. p-7� PR�-��N3TF��i�Ti�N ��f���R�N�� Be�ar� the pr�jact w�rf� arc#er is kssued, a pr�-cor�stru�ti�r� �or�#�rer�ce ��ail �� E�eld �tt� r��res�nt�t€v�rs c�� the follow�ng ager�c�e� pros�rr#: �ity Engir�eering D�p�,�kme�t, �iky 1N2��er De��rlment, �aly Pubxic 1rV�rks Depa�tment, ott�e� in�er,�st�d �ity �c��$rlm��t� (su�fit �s Tr��flcj, in[eres#�d �rtility c�m��nie� �s�c� �s g�,�, telephone, an� elec#ric}, D�sit�n �ngir�eer and t�r� suc�essful �ar�tra�tat. �antractor s�alC s�bmit a sch��u1� o� c�per�tio�s at #�e pre��or��tru�ti�n co�rferer�ce. D-8 ���RDI[V�4TI�N f�1EE1'li��� Far ���rdinatior� pur�[��es, we��Cly meetings at the �ob site may+ be required to maink�in t�e project an the desired s�hedule. The �ar�t��ctor shall t�e �reseni at all meet�ngs. D-9 �N1�� �-�� ���a�co�v�rr� a� �ra �ao�o��� Vdhe� �eq�rested b�+ th� Enginaer, �he �o�tractor sh�l� f�rni�h a cos� breakdo�rn �f triase ��d �#�ms sho�n+n in the ProposaE a� lum� s�rr� wtam�. Th�is iM�formation is �or �s� in #he preparafior� �f a r�c�rn�ner�da�ian t� tk�e �it� far awaed a� coe�tEact, I ��i f ��;�+l�l��i i+�.���I�l� T�re �ontre�ctor sha�i be awar� #hat lceeping th� project �ite in a neat ar�d arderly condition i� c�nsi��red an lr�t�gral ��rr of the c�ntracte� work �nd a� ���h shall be car�sEd�red subsidiary to the approprJa�e b�d Iter��. �kean u� w�r�C �hall ba �I�n� �s �iirecte�! by� t�e �r�gineer a� tF�e w�rk progres�e� �or as ne�ded, If, in tha o�i�ion �i �he En�ine�� it ks ne�essary, cEean up slial� be don� on a daHy bas�s, �fean up war�C sl�all in�l�de, but r�a# be I�m��a� #o: 1. �v�+ee�i�g th� s#reet �Jv�n �� dirt pr dsbris o.s�r,�o� S�-7 ����` � ,-s���i�� ���v�����r�s - �. �t���ng �xce�s ma#eri�r in a�pr�prt�te ar�d or�anizo� m�nr�er �. Ke��ing trash of a�y kind off �f re�iclent"s prop��-ty Ea�h day �s work pra�resses, �or�tract�� shall store ma#erials and ckean u� th� work site so a�s t� r�inimiza it�ter�up�i�r� o# t�� uea and �n�ay�r�e�t of prkvate pro�erty. Addit�or��ll�, a� w�rk i� c��n�lete� on a�y pa��tic�aCar prlvate �ro�erty, th� contractor shall restara th�t �ropsrt�r t� the c�n�l�k�on ft wa� in ���r t� t�e war�C, 2�� w�il �s i�naEce #he nec$ssary r�p�ir or r��G�cer��nt �f an�r dam�ge. I� the �n��naer d�es n�t f�ef that the j��sit� has �aee� k�pt in an ardvrly �orrditiar�, an the next estim�t� payrr�kont �anc� �!I s��bs�quo�t �a�rr�er�ts �rntil compfete�) t�e ap�r�pri�te bici it��n{s� vuall �e reduce�f �}r ���1�. �-1� �ONTRA�Ti�I� �014�PLIAl��E 1NITH W�RICE�"� �ONfP�N�14SION �A,1N A. €��fknft�or�s: y. ���i�ic�tron a� coverag� {,��ertlficate"). A c�py af a c��tlficat� of ins�rar��e, a carkitMcate of �uthor�ty to s�lf-i�sure is�u�� by the comm�ssi�n, ar �, coverag� agraer�rent {'�W��-�1, TW��-$�, �I`W��-8�, or TW���8�3), shc�wing s�ratutory wc�rker�' compensat��n ir�su�ance coverage i�r th�e pars�n's or er�tit�+`s em�lo�r�e� providing servioes on a pro�e�t, for t#�e du�a#ior� �� t�e project, �. Dur�tion o� th� p�'o���t - �nclu�a� th� #�me froirr the beg�n�ing of ti�� work an #he prnj�ct untif #h�c� ��r�tr�cto�`slp�rson'� wor#c �n 4h� pr�ject ��� been comple�ed ��td �ccepte� b�r lhe �ov�t�mert�a! entlty. �, P�rsons providin� seivic�s on the projeck �"'subco�teac#or" i� �4�6,b�G)- rncludas �I! �ersons or vnril�o� �erform�ng a!I ar part �! th� �erv�c�s the co�fractor has �nrl�rkak�r� t� perf�rm on the �roject, regartfiess of wttetk�er that parsor� cant�•a�tvc� �iir��tl�r with th� �on��actor �nd �e�g�rdles� o# w�eth�r that p�r�on h�as empl�}+��s. This in��udes, wlt#�out IimGtat�or�, En�e�er�der�t �on#�actor�. �ubcontractor�, leasing c�mp��ies. rn��or carri�rs, ownor op�rato�s, empfoyees o� an� such en#aty, �r ernploye�s of an�r e�tlity which f+�mi�h�� �or��ns Co �rovide s�rvi�es on tt�e prc�j�ck. "�ervi�os"' i��lude, uuithou� limktation, pr�v�d�r�g, h�ufing. o�' d�livering equip�'nont of ma�ori�l�, or providii�t� labor� tr�ns�oetati�n, or o�#�or �ervices re��k�� to � pro�ect. "�r��vices" t�aes r�ot in�lude actl�+ikic�s un��fate� to th� pra���t, su�h as fao�lb�v�r�g� ver�dors, ��fice sup�R�+ d�llveries, �nd ���iv�ry a� ��ekai�le t�ilets. B. T'h� ��ntra�t�r s���� pr�vide �ovor�g�, based on pro�er reportir�g �# Cl2�sslf���kion cad�s ar�d p�,yr�lk amoun#s and tiling �# an�r �o��ra�e agre�rmer�ts, wE�i�� rn�e�� t�e st�tutory ro�uir�ment� �} T�xa� l.�bor �ode, ��ciion 4�1.0� 1�4�� �r �!I emplo�ev� �� khe �or�t���tor prov�di�g s�rvice� ofl ti�� �r����k, tor l�o duratior� of t�e proj�ct. �. The �or�trac#or tr7�st prov�da � carti�ic�to af covorage ta ti�� �ov€�rnrr�ent�,l e�tity pr�ar to being �1N�f�$� t�10 {�O�'l�f'ci,G'�. D, �f �he cav�rage p�ri�d shouvn �n t�v cantra�tor's c�rrent �ertificate of coverage �nds durin� tna duratio� �f the p�a�ec�. ti�� ��ntractor rn��t, prior t� the e�d o� �he coveraga p�riocl, fl!e a now �er#if���t� ofi cover�tge witYt the �overnm�nt�,l ��tit�+ ��awing that co►r�r�ge has b�vr� oxt�nd��. �al�dlp2 ���� — _. ��"'4� 4 4J � ����II'Xl,. �r�l�#L�1�i�1V� �, i#�e �ontrac#ar shall ab#ain from each per��n pravEdGng sar►rices an a pro�ect, ar�d pravide �he g�v�r�mantaE entity: 1. A ce�i�ic�te o# c�verag�, �rior to �hat p��s�n Y�eg����n� work on th� proj$ct, so tfne governmer�#�I �nti�� will ��ve �n ffle certificates of �o�vrage showir�� caverage for alk �er�ons �rc�vMdGng �ervic�� on the prajact; anc� �. �l0 12�#er than seven �ie��rs �fter receip# by t�e co�#ractor, a new �ar#�ficate �i �o�r��sge s�awi�g e�ctensron of c�v�rage, if the covera�ge perio� sh�w� �n the c�,rre�rt ��r�t#ica�e of co��rag� end� during the c�urati�r� of the �ro��c�. �. Tt�o ��nt���tor s���l ret�tr� a!I ra���red �ertific�tes of c�verag� 1�r t�e c�uration of #1�� pr�ject ���1 f�r one yre�r #�er�afte�. C�. 7he ��ntr2�cior sY�al� noii#y the� go�+�rnrne€��al entily fr� wr�ting #�y certifietS r�ail of persar�at de�l�rery. �vit�ir� !en (�0� da�r� aiter the �ontr�c#ar knew ar s#�o�ld ha�re ke�o�vn„ of �ny �hang� ��at �ratet�all� sifacts t1,� pr�v���on o# cov�raga a� a�y per��r� �ravic#ing s�rvices or� the pro�ec�. H. �h� ��ntr�ctor s�a�lr pasE �ri e��� proj�ct s��e a r�otice. f� th�e t�xt, tnrm anc� manr�eF prc�sc�ibed b�r #�e Texas 1Nar€cer's �o�per�satio�7 ��mmissiorr, informing a11 �ersons pr�v��ing servicffs on th� �ra���t t��� tE�ey are re�uired to �e cr�ver�d, a�d stating #�aw a pers�n may veri#� c�vera�e and re�ork la,c� o� couera�e. I. The contracior st�ail contra����alGy+ re�ulre e�ch �erson with wh�rrM Gt contrac�s t� prc�vi�Jo ser►rice� on a �rojec#. #o= �. Pf��id� coverag�, b�s�d on prop�r reportin� on classi#�c��ion codes and payrol� amoe�nts ar�d filing ai ar�� co�+e�a�e agre�me�#�, w#�r�h meets ths statulory r�quirements ofi Te�cas Labor �ode, ��ctio� ��1.�� 1(��} for a�k of it� ��npl��re�� provrdint� s�rvi��s on th� proje�t, �o� th� cSuration �# #he pr��e�t; �, Provi�� to tho �antra��ort �rior #o t�a# person be�inn�n� waek orr th� pro�ec#, a�e�E�#Ec$i� o# coverage shOwin� th�l COVe�ag6 k� b�l�g p�ovid�l� tor a�G �m�loyees of tfne p�rson provJdi�g serv�ces ar� the prajec�. ior ti�e c�urat�on of tk�� pro�ect; �. Pr�v�de the ��nteackor, p���r t� tE�� e�d �f the cov�rage per�od, a new cortifEcate of coverag� showir�g ex#e�sa�n nf co�rerage, i� the c�verag� p�r€od s�own on tt�� ourren� certi�ic�,t� of coverage ends dur'rng tlti� du�akiar� of t�e pr��e�t; �. Dbt�in f�om ea�k� other �ersa� witl� w���n it cor�t�acts, a�d [�ro�+id� to th� Ga�tra��o�: a.) A c�rtificate of c�vera�e, prlor to tha other person �egFnning worl� on lhe projeck; and E�.j ,�# new certi�icate of c�v�ra�e s�owvi�g oxt�n�ion of cov��ag�, priar �o th� en� of kh�r c�ver�,�e p�riod. if lh� �c�vorago pe�iad shown or� t�e ��rFen� ce�tifi�a�e vi ��veta�� ends d�ring �he d�,rati�� af the �roj�ct. �. R�tai� a11 requir�d �erki�'rcates o# �overage �n f�l� �o� ihe d�ration of t#�e proj��t and �or ��e yea� tE�erea#te�. c��a�a� ��-9 �JBk�� � - ����+�J�� �i��������� 6. hJpk�fy the goverr�rrtent�l eh�lty ir� wri#rng by ce�kff�e�1 rn�il �r p�rs��re�l tlelive�}+, v�+ithirr t�� �1 �) da�r� �#ter th� p��son icnew or should �av� knawn, �� an�r change that m���riall�r at#ects �he �ro►risEan af �avera�e of an�r p�rson pravidin� �ervices a� the pr�ject; an� 7. ��t�tr�,c#�a�{�r rvc�uire eac� pors�r� wikh whom it c�r�tra�ts, to perf���i as re�uir�ed �y paragr�ph�� (i}-{7'�, witC� the ce�rtifEca�es of cover��e �� �e provided t� t�e perso� for wt�om tl�sy are provld�e�g �ervioes. 8. �� signing this c�ntra�t �r ���vJding �r causin� ta be provtded a c�rkifacat� at ��vera�e, i�e cor�tractor �� repte�an�in� to t�o gov�rnmental err#iky #h�� atl em��oyees af t�e c�ntractor uvho uuill �rovic�e services on 1he pr�rect will be �ov�rec� b}r +r�rorker`s �rr��errsation �overag� for th� €luralion of lh� project, t��t the �o�era�s will �e b����# on pr�p�r repo�ting of cfassl��ca�iar� codes and p�yroll am��tn�s, and #i�at all ��ve�'a�e agt�ornents will be filed with ll�e �pproprra#e fr�surar��e carrfer ar, in th� �as� o# a selfY insu�ed, wEt�1 t�l� GQrtnrtiissiorf'S DkVlS�Qn �f ��If�11�9U�ance R+agul�ti�n. Providing fals� c�r m�sle�t�in� infqrmaki�r� may �ul��e�f #he cant�'�,ct�r to admir�is�r�tive, crimir�af, cEvil p�n�lties n� other �Ivll a�cltor��. 9, The contra�tor'� f�kl�re t� co�npl�+ with art��r of �he�e provtsl�rks is a b��ach of �onk�act by t#�e c�nira�ta� wh�c� entittes tF�e go�+ernme��al er�iit� to d��lar� the contract void !f #h� c�rrtractor daes not r�me�� ihe t�reac� w�th�rt �en �s�s atter ra�eipt of n�tice of breach �r�m kl�e govarnm��tal entity. J, The �orrtractor �17a11 post a natic� on ���h proj��E �ht� anfore�€n� all p�rsans pravidin� �en+ices on the pra�act t�at the� are r�quired ta be �av�rod, a�d �tat�ng huv�r a�erson m�}� ���€t� current c�ver�ge �nd report f�iau�� io �ravitte c�v�rage. ThMs n�t�ce doos r��� satisfy athar p�s#ir�g requirern�nts �mpose�i �y th� 7�xa� IN�rker'� �arnpan�atiort Act or �t�er T�xas V�foricer's �t�tnpe�sation ��mmissi�n ruf��. 7his notice m�tst be prini�ed w�th a kitle In at I��st �0 point bofd typ� �n�l t�xt in a! I��s# 1� paint t��rm�l ty�e, ar�d sF�alt be in both Eng�i�h an� �par�iah and �n�r ox#�er language commnn t� ti�� warker popu���kor�, T#�a text fo� th� notic�� s�all b� tF�� foll�win� xext, without �ny addilional wo�cfs or changes: ��€��QL.JIR�D I+V�l��C�R'� ��1�1��1�l�AT1�11� ��V�R�C'aE The aa�w r���ff�rs �hat each �erson wor��ng an �hi� site or provid�ng s�rvEce� related ta t#�is cor��tr��t��� prajec# m�st �e a�vere� �y wor�Cers' �omp�nsation insura�ce. 7f�is ir�cl�des per��ns providir�g, hau�fn�, �r c���ivor�r�g �qulprr�ent oe �a#erial�, c�� provi�ling [a�ar �r #rans�ortaxio� cr� �#hor s�rv�oe rel�#ed k� tF�e pr��ect� rega�'[flass �f #�e ld�nri#� of their o�nploy�r �r sta[us as an em�lo��e." ��II th� Taxas Work�r's �ornp��s�tio� �ornm��sic�rt �t {51�����-��$9 t� roceiv� intarma�i�n or� iha legal requir�met�t f�r c�verage, t� verif}� whet#�er �r�ur �m�loyer ha� �rv�+ic#arf #he r�quire� cav��age, ar #o report an emplayer'� failure #o �ravide ��v����e". D-1� II�l�I�RIIY A[�� UV�M�NS BLlS1fV��S �NTE�iPRI�� �Ml1NBE} ��N��LfAN�E In �x��ord�r��o with �ity o� F�r� W�rth �rdinance fVo. � 19��, as smer��f�t# by �ity of F�rk Worth �rdinan�� N�, ����#, th� �I�y �f ���t Worth �$� goal� for th� partrcipaki�n of �inority b�s�n�ss �r�terprEsys ar�� uvome� ��,srn�ss er�terprrses in �Ft�r contracts. �he Ord�nar�ce �s in�orpor�te� 'rn th��e s�edfi�ati�n� by re��renc�. A��py of the ���ir�an�� �rra}� t�e obtair�ec� from tho O��ic� of th� �iky ���r�tary. F�a�lt�ra to carrt�ryr ww�h tho ordin�nce �hall be a r��tef�al breach af c�r�tr.�ct. � ��ra� ��-� � PA�T D - �PE�I�L ��iVDITI�I�� � Th� N1MI�E UTI�I�ATION I��RN1, �+l�WBE ��A�S W�111��R FORi�+1 AN�� ��OD FAITH EFF�RT FORNx, as appl�c�bl�, r�t�st 4�e submitted withi� #i�+e (�} city busin�ss �$�rs aft�r bEd opening. �ai�ure to �om�ly �h�il rer�d�r tho bid nor�-resp�nsivc�. Up�n ��quest, con#����or agr�es t� �rou�t�e #he ��x�r compl�ke and �c�ur�#e Ir��orrr��#��n rag�rd�ng actual �+�rk pe�#orrn�d by� a h�l�n�rity or Worr�en 8usiness �nterprise (MfWB�} an iF�e contrac� a�d payrner�t there��. ��ntractor further agr��s ta �errr�it a� audit �nd��r �xaminat�on of an�r b�oks, re��rcfs or tiles ie� its possessi�n �I��� wilf �+�bstantEato th� actuai work �orf�rmetf by a� M�� an�for WBE, T�e misre�rese�tation of iacts ��#har t�ra� a n��N�vr�� �Rsre�r�se�tatiar�� ar��lor #he c�mmissiar� �f f r�ud by the �ontractor wi1E be grour��s far t�rminati�n �� the cvr�firact an�llor inE��atin� ac�ion und�r appropriate fia�s�ra1, sta#e, or io�aE I�w� or �rdinar�ces �`ei�xtin� #� fa�se �taterr�ent. ���ther, a�� suc#� mis�epresen�ation {otha� tt�an a� negli�ent rr�asr�pr�s�n#�tior�� ar�dlar comr�issi�n oi fra�d will res�lt ir� �h� �ontractar be�ng d�#armined �a �e lrres�or�s�ble and �2�rred �rom parti�i{�stEn� ie� �ity work fc�r �, �eriad ot #im�r �f n�t I�ss than thr�e �r��rs. The �it�r will corisider the coritr��tar's peeforrr�ar�ce regardfn� its 1V��WBE �rogram rn lhe evaluation �f E�t�1s, ��i��r� �o comply wi�h tt�e �ity"s MIWB� �r�fin�ncv, or to demonstr�te "g��d laith �fi�ark", sE�all r��+�lt Jr� a bi�i beir�g r�r�c�er�d r�or�-re���nsiv� #� s�ecific�tso€��, �ontrac#ar sha�i �ra�ride capios �f s�,�contra�#� or �o-signe� fet#ers of inter�t w�t� �pprovec# hrtMl�� s�l�c�r�tr��tor� prior to iss�ance �# ti�e f�otic� �o Pr��eod. �ontrac#or sh�ll �I�o prt�vrd� �onthi� �epor�s or� u#ili�ati�t� �f tE�e su�c�ntract�rs to the �fiy's MIW�� office. T+�e �or�tractor m�y �aur�t #irs� and sec��d tler subcantractors a�dfor s�ppliers torva�d meet€ng t�e �oals. Tk�e �o�tractor m�y ��u�k �owart� its g�al a�orEEon of #�te �oial dolla� �mo�nt o# the c�ntract wlth ��oir�t �+en#ure equai ta #�� percent�ge �f t#�e I�JWBE partici�ration �n th� joie�E ve�ture �or a�Eearl� �oii�ed po�tia� ot th� w�rk #� be p�rformo�. �#ll hN+NBE car�tr�,ctvr5 �usad in rr���et���� ��� �oals m��t b� �erk�fle� �ti�� ta t�e �ward o� t�e �or�ta�a�t, The �1+1�W�� �ae�tra�tor{�} m�sl be certifi�d I�y eithar #�e I�orkh �er�x��l T�xas Re�i�nak �erki�i�ation Ag�r��y {f���'I���� c�r 7ex2�s C�e�arlment �f Transp�rta#ioe� ��xDDT), F#i�hwa�+ Divisi�n ar�d m�st be loca#�d in #he nino �9� county �narketpl��� �t tirr�� of bid, TMe �ontractor s�t�ll c�n#�ct �I! such �IlWB� su�c�nfract�rs or s�ppliors �rior �a I�stir�g t�e�n �� the MIWBE �til��atior� or good ��i[h ��fork f�rms as applicab�e. Failure #o c�ni��t ttre listed N�I�NBE e�bc��tract�r or supp��er prlor ta ��d ap�ning ma�� result I� tf�� re�ec#�on of b'rd a� r�on-responsive. Whar��v�r � ch�r�ge ord�r af�ec[s tF�e work of �n Mllw'�B� s�bcantractor or sup�li��, the hAfWB� s�all k�e gi�+en �n op�ort�nity to �erforr� tk�� �nror�c, Wha��v�r a�h�n�� ortl�r �x�c��ds rt��l� of the origin�l �antrac#, t�e l+.h{1�f�E �;aor�in�t�r shali det�rrnEr�e t#�e goals a�pl�c�ble ta t�� work �a be perf�rrr�ed �nder the c�ranga orc�or. Duri�g the terr� o� t�e cor�t�act t�re �ontra�t sh�lk 1. C�+1ake �� ��j�slrfled �Y�ar�g+�� or de��#ioe�s Gr� ix's �JW�� ���ECCF?S�ECJ� comr�ritme�tYs �ubmitt�d with or sub�equ�r�t t� t�� bid, and, �. I� subst�r�ti�1 su#��o�kf��tin� 2�nd�or subst2��tial ��pplier O��ortur�itl�� 2�x��� d�ring tl�e t�rm �f the ��ntract which tfne contra�k�r �ad repr��e���d he w��ld ��rf���n wkth his for�es, ��e cor�tr2��tor shall notify th� �i#�r be��re �u�c�n�racts or ��,r�l�ase or�ar� a�� IeE, and shall b� r�quired #o camply w�th rrtodifica#i�n� to goals as d�termJr�eci b�r the �i#y, ar�d r �� �� ��-11 ���� � 4 ������� �o�v��r�or�s �. �u�mtt �, R�QU��T �OR APPF��11A� OF �#-�II�N�E ��F�Nf, if tFre �ontract�r de�ir�� ta �f��ng� or d����e a��r of t�e MlWB� s�bcontr�ctors �r s�pp�iers. ,lr�stificatior� for �hange m�� i�s grar�t�rd fpr the followi�g: �. Fai�u�e ot �ut�conlractc�r to �r��fd� �v�dence vf caverage b� W�rk�r's �om�er�satior� In�urance. b, �a�luro of S�b�ontractor to �rovicfe requfroc� gen�raE IF$bii'tty �f �th�r ins�r�xn��, �. �2�ilure a� ��bGontr�ct�r to e�cec�#e � sfand�� sui3contr��t f�rrr3 Ir� the ��-rt�u�k of the pr��osal �svci b� the �ont�ackor in preparGng his P�1IWQ� par#icip�tian plan, d. Dofa�lt �y tl�� M1W8E sub�c�ntract�r or �up�l�et in the p�rfarrna�nce �f the s�b��ntra�tor. W�k�ri� tar� {i 0} dayr� af�er �in�l pa]lrrren� frarn the �i�y, the c�ntra�#or shall pro�r�de t#�e M1WBE �fiic� wi�h do�umentat'ro�n #o r�fi�ct fina�l p�rt��ipati�n af ea�h subcantr�c�or �nd su�plier ussd an the proj�ct, kn�lus'rve �f MIWB��. D-'14 CAk.EI��A�i DAY D�I�x#e �a�2�graph �1-1 _�4, in Par# �-�,er�er�l �or���tions, in its or�#�reiy a�d svl�stituke ��� talh�wtn� rrew para�raph- �� -1.24 ��le�d�r p�v: A�af�ntlar da� is �rr�+ da� days ar� �ouht�d in comp�ating ca�tr�.c� tirr�e ar��l for �ny�; h�wever, #i�o ��ntraclor wifl �ot �e �Il�we�l to c�bs�rrved b�/ t�e �ily oi ��rt 1+Vqrth, D�15 �L�BSID1AFk�f INDRK of #F�� �+r�eEc �r rr��nth. All c�l�n�ar d�termir�fn� liqui�ated dama�es, f� work ar� �un#�ys or ar��+ h�rida�r� A�y �nd all w�rk s�ecifiica�Cy ga�ern�d �yr d�c�r��n#ary requ'rr�ments for tk�� �ra��ct, a�,ch as ��nditions impose� �y t�� Pta��, tt�e �enera� ���tra�k Roc�me�t� or these S�ocia� �ontra�� I�ocum$nts, i�r wh��h r�o �p��t#ic itern f�� t�ic� ha� �e�r� provid�� for En #h� Pr�pa��i, sF�a€I �e ��nsldered �s a s�rbsldi2��y �k�m o1 wvoric, t�� c�st ot w�Rch shall be ir�clucfed tn the pric� t�id �n l�� Pro�osa� �ar each b�d k��m, ir��f��i�g but rrot ��r�it�d ta sur�ace restoration, rem�val ar��i replacer�en# of fenc�ng, and �I��nu�. D-16 VhfA�� i��T�� l`h�e labar �lassif Ecati�ns �nd r�inimum u��g� ra�es s�# forth F�vreit� �ave b�ren pr��I�tesrrxR�ed b� the �it� �aunc�f of th� �ity af �art Worth. 1`ex��, rn accardan�� with s�a#utary ��quir�rnants, as be'rr�� �Y�e provailing ��as�E?'r�atl�ns ar�d rates that shal� �o�errr an a�k v�+or� perfvrmed b}r #he ��r�ira�k�� �r ar�}� ��b�antra�t�r an the s3te of th� proje�l �o��fied b� th�r�� ��e�tract l�a��rn�n#s. kn r�o everrt shatl less fhan the fol�awi�� r�tes of w�,ges be pai�. (A#���h�d} n�rr�41o,2 S�-�� PART D } �P��I�►L ��i�DITI��l� �ITY �F FORT WOR�H WIGHWAY ��N�TRU�7IDN P�E�1�4ML,I�VC YVA�� �iAT� ��� ��Oi� �LA��IFI�ATION A�r �a�ditionint� i�llec��ni� Air �a�di#ioning N�e�h�n�c Heiper A�o�,stic �ailin� In�t�ller Acousti� �eil�r�g In�#a�l�r F�€elpar �Isb�skas WorEcer Brickia�+erl���ne h+lason 8ric�€Japorl�tafle A+lason F�€elp�r �arpe�ter ����ent�r H�I�e� ��riCr�te Fir�iShsr �on�rete Fini�h�r Walpe� �or�crete Form Buflt�er ��n�rete �orm �uilder Hel�er 1]ryw�ll �aper Dryw�ll Taper Halpe� Ele�trician Jourr�e�ma� �Me�tri�ian I�eip�r Ele�tron�� Te�hnicia� El�ckran�c l"e�hnic�an F�el�or F���r S���er {��rpet} F��or L.a�er (Resilienij Floor Layer H�I�er �laz€er �3��€er Helpe� InsuEatoe Insuf�tor H�Iper I��borer �arr�r�o� �LA��I�I�AT[O[V i� A'CE $15.�8 �1 �.75 �i�.o� �1�.8� $1�.5� �1 T.�� $�D.1� $� 3.9� �1�.�8 $�2.88 r �,73 $1 t.97 � 9.4� $# 1.3� � 8.EJ0 $i7_A6 �1�.�� $12.�0 $ �.�0 $i 7.�� $� 6_�� $i�.�0 ���.0� �1 �.9 f� � 1 �.0�4 $ �.40 $ 7.8� �LA��M�1��171��! Labc�rer �lcilked I�at�er i�atho� !-{oCper �.+latal B�IGdle�t� Ass�rnbl�� C�eta! Btiild�n� �I�se�nbler He�per P�int�� Paint�r F�lel�er Pipoi��#vr �'ipefitt�r Hel�ee Piast�rer P�asteror Mea#�ar F'Eumbe� P�umber Helper Reinf�rcir�g Steel �etier Roo#�r Roaf�r Helpe� ��eet Met�� 1N�r�ar Sheet M�#�I Workr�r H�kpe� �k�eetrock H�n��r Sh�et���k IH�nger HeEper �prink3er �ystom Ins#aClar �prinkler System Inst�ll�r Hel�er �#��a I+�,+nrker �tr�,�t�xr�l �teaf Wprker �trt�ct�s�k H�I��fi lNelder V+l�I#�� Helper �LLI��IFiCATION RATE ���.35 � 1 �4.00 $11.�� $10,OD � �.�� $1 �.�� $ 8.�� $� 7.60 $��,18 $�f�.0� $1#.OQ $18.�1 $ 9.7� $1 �.�4C� $� �.87 $ 8.3� �i4.4� $ �.�7 $12.46 � �.�4 $i 6.E7 ��o_rt� $� 1.3� � 8.80 $��.7� $�1.7�4 ��ar� ���� H�AV�' �C�UI�'M�NT OF'��lAl`�R� �r��e, ���m�h�ll, Ba�khae, De�ricl� $1�.�0 �ou���2�tian Drill Operetoe Dra�![n�, �h�v�l Fror�t �n� l.a�d�r Operat�r For6€ii�# ��er�tor $ �.�� Truc1� DrGver f�I�HWAIf (HE�I�fY3 ���V��'AL1�T�O�V Aspl�a6t Rak�r �sp�ral# ��ovvlefi Ba#cl�kng Plant 1Neigher ��rp�nk�r (Ra�gl�} ��n�r�te �i�i�herµPa+ring �or�cr�te �inish�r He�p�r �Pa►�a�g} $rtQ,�� $ �1.75 $ �.65 $1�.8� �10,� 6 $ 8.70 Fr�nt �nd Lo�der {�'�� �Y � �ess� Fror�t �r�d Loader {o�er �'/� �Y� NJillln� h+�achine �p�ra��r Mixe� Nlotor �ra�c�er ���rator {FEne �rade} P�vtor �ra�or OpoEal�r Paverr�ont �+larkie�g l+Aa��i�e $ � �.00 $�1,�� �i�,�1 $ 9.94 � 9.�2 � �,0� $� 1.0� �i�.�i $1�,75 �1 � .�0 �s� � a�oa ��-1 � ���r � - �����i�� ���v�����r�� �c�ncr�t� Fir�tsh�r-�tru�:#�res �ia�g�r �orrn $�rifder*�tructures Farm �atter-�aving & ��rbs Form ��i�ter-�#ructs�re� �.at��rerm��mrn�� �.���r�rwUxllity iu�echar�ic ��rv�cer ��p� L�}r�r Pipe �ayer ��Ip�r Asph��t Disxributor ��er�lor �4sp�a�t F�a�rir�g Nlachine Opsr�tor �o�crete P�vi�g �aw �r�n�, Clam��ell. B��khoe, Derri�k. f?ret�lin�, �hov�l (� � 1!� CY) �rar�e, ��amsh�ll, ��ckho�, p�rrick, �ragl�rte� �ht�v�l {� 1 1 J� �1�} Fl�ll�r, S#e�f 1NF�oe! P�ar�t-Ar1�x p�.,,��rr'renfs � 9.88 Rr ��eel 1NJ�e�I i����r �E�tWk�aei $� 3.4� � 7.�� �1�.�4 $10.�5 :� �, 75 � 7.64 � 8,6� $7 3.�5 �� 0.13 $ 7.�� $ 6.7� $1�.45 $1�.�9 ���.�� �1 Q.00 $� �.52 �-17 cASEM�F�TS A�+1D PERN���'S �. :,rn��ng Rol��r, Pn�utrE�tic, �elf-�ro���Ced ��faper Tra�re�fn� AAixe� Re�niorc�ng �ta�l �etter {Paving} T��ck C�river��i��le A�cle ��igh#� Truck Rriver-Tsndon #�xi� �emi-Tr�il�� Truck€ Driver-L�w+#��yf�loat Truck Driv�r��r���i# fU�Fx �r���C Drfv�r-W���h $f2.1� $ �.�� �10.Q0 � �.�s � 8.0� $ i �.2� $#O.��k �i Q.6� � 9.84 T�� performan�� a� this �ontr�ct requir�� �erkain temp�r�ry �ons#ruct��n, ri�l�t-�f-er�try agrv����en��, an�for �e�'rr��ts tc� perf�rm work �r� �riva�e �ropertyr. Tli� �il�+ has attem�ted #rr �bt��e� lh� tem�orar3� �onstr�cti�n an�lor ri�ht��f-�n#ry �,greements for propartie� �v�tere constru�tion ��tivil�r is n����sary �n �Ity ow�e� #acilitie�, such �s s�w�r lines �r rr��hho�es. For I�cati�ns whc�r� th� �ity was un�ble ta obt�in #h� easflrr�e�t or r�g#tt�af-t��l�y, it sMal� b� �ho �ar�tract�r's re�ponsi�i�it� k� �bt��n t�e �gre�mer�t prior to beg�nning wor� �n s�bje�t �r�pert�. TY�i� �hail be subsrdi�ry ta tF�e ��r�tract. The agr�oments wh�c�r �he ��ty F�as o�tain�d are �vail�b�� tv #�e �vniract�r for r�vlew by contacting khe pfans desk �t �k�� I�e��rtrnent of �r�g{�e�rrn�, Ctky �f Fort W��th, AEsp, it s#�a�C �o ��t� respans��ili#y �f #he �ontract�r t� obiain writtee� permis�ion from pr��erty �w�rors to ��rforrr� such w�r�c �s claariou# rep�ir and �ew�r �ervkce repracem�n# on �fivat� pr�a�rerty. �or�tr��t�r shall ��1��re to aEl requ'rrements of I��ragr�ph �fi-8,�� ot tho Ceneral �an#raci D�cum�r��s. Tl�e �a�#ra�tor's a#te�tipn is direc#ed �o th� agr���ent terrrts along w��h �r��r ��oc�al conc�it€or�s t�iat rnr�y have b�en imposed ar� th�e�e �greemen#s, by the pra�erty �wr�ers, Th� eas�mer�ts an�lc�r prk�a�� pr�perky shall b� clear�ec� u� aF�e� �sv an� resto�ed to its �rigin�l co�dition or better. Ir� eve�t ad[�itional w�r}� roam i� re��ri�ed by t#�e �ontract�r, G# s�all �o t�e �on�ractar'� r��p�n�i�ility t� �btain writter� p�rmis�forr �r�m #h� �ro�erk�+ owrrers it�vo�ved ��r #h� use �f ad�ition�l prop�rty req�ired, f�� a�#d�ti�nal ��yrr�er�C wall bo �Ikawe�i fa� tF�is item. T#�e �iky has abtained the r�ec�s�ary d�cr�rr�ent�ti�n f�r railraad ar��lor h�c�hwa�r permits r�qu�red f�r c�nstru�tion �f �his pr�ject. The �ontractar shaU �e responsible #or com�lyii�g wakh all prov�s�orrs of sucF� permits, i�cruc�fng ob2airring t#�e requisite insur���e, �nd shal� p�y $ny an�l all c��ts a�s�ociated with �r re��ir�rJ by �h� permit�s}, It is the �o�tractor's r�spor�sibili�� ta �ra�ride the re��Er�d f�a�men andlor pravicie paym�r�t to ti�e appra�riate railr�adl�gan��r for �€I ilagm�n durin� cor�stru�tion in railro�d��,ge�n�+ rlght-v�-w��r, ��� ant� a�� costs �s�o�ia#sd vwlth �ompifance a�r���� � ��-#� � — — — P�I�T D - �PE�«L ���l�l����l� wlth �ermiks�s) ]nciuc#i�g paym�r�# for f��gmen sha€I b� su�sidiary #o the pro�ect pr�ca. No addlt�anal pa��er�t will be all�we� �o� this item. �?-1� �O�FiD�N�4TI�N iNITH ��Rf V1K�13T1� WAT�1� ����#RTM�NT �uring the c�nst�uctlon �f xhis proj�ct, it will be ne���sary to daactivale, tor a p�r�od of t�me, existing C9r�o�. The �ontrackar sha�kl bo r�qu�red to �oardlr�ate with trie Wat�r I�e��rtrrfent to de�ermins the best tGmes for dea�tiv�ting anci a�tiva#i�� those lknes. D�19 DA�11A�E T� PR111A�"TE PROP�RTY The �ar�tractor s��ll imr�adl�tel�r �a�aifi o� repl�ce an� damage t� private prop�rky, inclu�ing b�t �ot limiketl Eo fon�es, vvaHs, pavemar�i a[�d water and s�wer se�vG�es, ak t�� �ost ta tly� Qwner. T�is �hawl �e s��s�diary t� th� con#rack and na# � separate pay i�em. D-�� �HOP C�RAWIh1G4S ��o� drawings s�aa€ k�e s�bmitt�� �y the ��n�ractc�r �o �he ��nstrucxi�n Eng�n��r. for a�l �qui�me�rt an� ma#er�als t�r tt-Mi� project. �ar�tracEor shakl submit seven {7) cop�es �i shap drawings, la�r�uts, man�fa�turer's data �nd m�t�rial schetluk�s �s ma�r be �eq�ired b� th� �ngin�er fot his rovi�v�. �u�h rerriev� by #h� En�anear shall �nc�€�d� c1����ir�g #or ger�eral car�fa�mance uvi��r th� des��n ��n��pt of th� p��j�c� and gen�ral compl�anco witl� ir�forrna#ian given rrt kh�e C.�+an�r�i �ar�#r�ct Documen�s. 4ndicate� a�x��n by th� Engir�eer, whi�t� ma�j �es��t �r�rr� �ris r�view, s��ll r�at cor��titu�e �oncurren�� wit#� ar�y deviation #r�m ih� p1an� a�� spe��fi�a#�or�s unEess suc� de�i�tions are spacit�cal�y Edentkfied b�r #ha m�th�d d�s���bed ��law, a�rd iurkher sh�ll r�ot relieve th� �ontr�ctor of responsik�iliky for er�ors or or�i�sio�s Mr� tF�e submi�t�d da#�. P��cess��i �hop draw�C�� �u�r�niktal are r�a� c1��ng� orders. The purpas� �f �uhrr�i�tal�. b}r #�e �ont�ac�or. f� #� demor�str��e Shat the �onkr��tor understands #h� �esign ��r��e�t, a�� th�t ho den�ar�stra#es his ur�d�rs[�r�di�g b� ir�d4ca#ir�� whi�t� ��uipmer�t ar�� m�#��i�ls he Ir�t�nds ko f�mish �n� i�r�talC, �nd b�r tieE�iling th� �abric�tion an� inst��Eation me#hod� he in#er�ds to use. I! da�+iations� discre��ncio� or �or�flEcts betwe�� s�bmitk��s ant� th�e �esi�� [�r�wings �r�d�or s�e�tftca�ion� �re �lisco�rered, �itY�er pri�r k� or a�f�r �Wbmitt2�ls �ra pro���sc�d, tk�e desigrr dra,w�ngs a�� ��eckfi�ax�an� sh�l! g�verr�. Tl�e ��ntra�to�' sh�1G b� respor�sible #o� �Il dir�r��r+s�ons w�rich ar� #o bs �onflrm�d and corre�ated at �h� ��b sita, f��ri�akion proce�ses ar�d t�c�n���es of ��nstr�cti�n� caordination of h�s wor�c wMtf� t�at �f other tr�des �e�d sa#is���tory per#or�n�n�e �f h'ts work. The �onir��t�� �hall c�eck an� v��ify �II measur�m�nts and r��i�w s�bmitta�s priar to subrnittal, a�d sr�n �r �r�i�Ga� a�tater�ent incluc�od +r�ith tl�� su�m�ttab, w�rch �kgnifi�s �ornpliar�ce �i#h� the pl�n� a�rd s��cifica#ions and �ilr�ensior�s su�#a��e for tha $�pa�c�tio�. An� de�iatlon lrom tk�� s�ecified criter�a s�al! �v expr�ss�� statec� in wratir�g in th� sut�rr�iktal. �hop drawrngs sMall be s�bmatted f�r the #�1lowing �tems prior t� installation: 1, +�II pipe �. F�eir�forced steel f��ric�#i�� f�r �#ru�tur�� �. �a�t Ir�r� s#ruc#ural ap�urte�ar�ce� �Y�o� dr�w�r�g� must �e ap�roved an �rrit�n� �� the E�g�r�ear prior xo t#�e s�a�t of work. �-�9 �RO��lTd�ii OF ��'I�TI�IC� UT�LITI�� W1�are a�roposed wataf line �ro�ses �v�r a sar�i�ar�► sew�r �r sanitary ��wer servi�e lir�e andlor p�apoa�d sew�r lkr�� ��oss�s ��+er a wa�tar line ar�d trie c�ear v��tical dis�an�e �s I�ss than � feo# b�rr�l ta t��r�el� t�re sa�it�ry sewer or sanitary svwor ��r�+i�e Ilne �hall be rt�a�a w�t�r t�ght or be con�tr��ted of ckuc#ila ira� pi�o. 7h� rflqu�r�d length af repCacemant shali be c��terrnirr�d b�r the a�sr�,�r�� ��-1 � ��"1f7� � ` ����i��� ��IY�I���IV� �n�ine�r. Th� ma#�rir�l �or sanitary sew�r mains ar�d �a�`rtary s�wer laterals �Malf be �lass �� D�criJe Irar� Pip� with po���thyJ�ne v�r�app�ng. The rrtaterial for �arritary �ewar ��rvlce lir��s shall be extra str�n�th �as# ir�n ��i� pipe witl� �ol�rekh�ri�n� wrap�irrg. Aldapter f��#in�s shall #�e a �rrethar�e or nev�rene co�pl�n� A�1`�+f �-��� with �erRes ��0 s�aanJ�ss ste�� cam�re�sian stra�s. B�ckfilf, fittir��s, tre-rn� ar�d aJt oth�r ess�ciated appu�#�rt�n�as r��uir�c� are d�om�d subsi�€ary worJc, fhe c�st �� wh3�#� shali be ir���uded ir� ih� �rice �id �rr th� pro�o�al far each bir� item. D��� E�I�TfNfi UT4�.iT�E� A�1� IMP�iOV�N1�#�YS The pFans �hov� ih� loca�i��rs ot adl known surfac� and s�b��r#ace s#ru�tur�s. J�owe�+��, t�e �wner assurrres no r�sponsil��l+ky for f�i���e #o sh�w any or ��I o� �I�e�s �trucx�rras o� th� Plarrs, or #o sh�w �#�em iR7 tf�eir exaat locatfar�, ft �s mutually ag��ed t�r�t s�ch f��Eure shall r��t b� ��r�s�d�r�d suf�ffcien# �asi� for claim� f�r �dditional comper�sa#i�n for e�ctra w�rk or fiar �r�creasfn� th� ��� �u��taki�s in any m�rnner wi�atso�ver, The �on#r�t�tor shalJ be r��p�n�ik�l� for v�rff�ring fh� �c���ti�ns �f �nd �r+�te���ng all existJr�g u�lli�[e�F ��rrric� I�nes, or othc�r prope�ty ex�os��l b� ��s ��t�srru�TFo� op�rai�ar�s. �ontr��#ar s���l m�#c� aaf r�ecessary pr�vis�ons for t�� su�por#, pr�tectkan, reJ�cati�n, arrdl�� t�mparary r�J��at`r�r� of afl util�#y po��s, gas ki�o�, tel��hone �abl�s, ulilft� setvices, w�te� maihs, sanit2�ry sewer lir�es, eGectr�ca� cafpfe�, r�rarnage pipes, 2�nti a�l a�her utllifRes an� stru�tures bath ��ove anr� helow grou�n� d�rin� canstru�tEc��. The �o�rt���t�r is Ciabl� for all darn��es tlonc� to �+�ch ��cist�r�g facil�ti�+;; as a�e�r�li of �is �per�l�on� aGtd a��r ��� aN c�s# fr�c�rred #ar !h� protec#ion ar�dlar t�r�porary reCa�ation of �u�� faci�l#{es are dae�n�d subsi�iary work an�l tF�e �ost �f same �nd s��ll be it�c�Wded �n #�e cpst bid per ilneer foat �f �ipe inst2��lad. h,i�} ADDITIQfVAL ��NtP�lV��IT��EV VtifIL� �� A�..LOWEI�. IN�are oxi�#In� utillti�s �r ��rvl�e 1in�s �r� �ut, brvken �r ��maget! th� Cor�trac#or sh�ll rc��lace �r r�pair tE�� ��'rlities �e ��rvi�e Jfnes wi#h the s�,rrie #�rpe t�f ori�it�al mat�ri�a �nd cons�ruction, or k�et#er, unl�ss �#�erwise shvwn ar r�oted n� the plans, at h�� own c�s# an� ex����se. The �or�#r�,ctor sf��ll imm�qlf�fely r�oti�y tf�e �wn�r of the c�arnage� �#llity or servR�e Nr��. He sh�ll c�o�era#� wilh ��e Dwhers �� afl �ti�it€es to loc2to �x�sting ur���rground facllitRes and �v#Ify �#�e Engin�er of a�n�r cor�il�cts fn grad�s ar�d �JFgr�men�, Ar��+ ar�� a!I �erm�nor�t sx�rctu�res su�h �s p�rkang k�t surfa�e, fen��n�, and li�Ce stru�t�res c�r� ��tt��r �u�l�c or private proper#y s��ll b� re�la�ad at �o a��t to t�r� �ityr �� matert�! of eq{.�ar vaJue an�l �u�i��y a� #�rst ���n����. In c�s� it i� n�ce�sary t� ���r��� �r rrtiav� �F�e pro�e�l� of ar�y� own�r �f a pu�ll� utility, su�h pr���rty shal! n�# be mo�r�� ar �nt�r�ered with a,r�ti� arri�r�d to c�� so by th� �n�i�e�r_ Th� �Gght i� r�s�rved to the �w�er of p�bfic u���+t�es #a �nte�' upon the lirr}its �f tl�e pra�e�t for ti�e purpase o� rrtakir�� s€��h changes or ro}�a�r� of t�eir �ra�erty t�a� rnay be mar�e necessary by performance of t#7!S CO1'4�f2�k. The u�ility lin�s a�d cond�rirs sh�wn or� l�e plans ar� ��r ir�for-rrration onf}+ and ar� not guar�nteec� by �11e �rty �f th� Erlgir��{�� tQ be acCkJrat� 2�s #O Bx#��1t, I��at€on, ar�c# �le{�#�; the� ar� shown on the �lar�s a�s �he �est ir�forrn�tior� a�ai�ab�e �t tha tir�a of d�sigr�, from �#�e awrrers of tl�� �tiJk#ies invoEved arrd frorn �rvic#��ces f�und on k�re grourrd. D-�� �OhlSTF�U�TYON i'i�AF��� �V�R Pt��LlI�E� It is a}�par�nt tha# c�rF�in cor�str����or� v�hi�l�s �ou�� e�c�ed th� i�a� bearin� �apacPty �f th�� pip� u�d�r ��raJ�aw �ury ��nd�tiar��. It wirl b�r ihe �-as�o�sib��i�� of t�e �on#ractor t� pro#e�t b�#h tF�e new fine and the �xist�n� iln�s from tt�ese pos�ibfy �xcessive ��a��. Tt�e �ar�trac�ot sh�lJ r��t, at �srr�a� ��-1 C ��I�T D � �P��1A� ���VC�I�I�IV� an� lirrxe, �ross the exks�Gnt� �t new �kpe wlt� a#r�c1c c�e14�r�ri�� n�w �i�� to �he si�e. Ar�v dam�c�e, t� tk�� �xGsti�g �r n�w ��p� wlMl I�e re�air�d �r r���ac�� by the ��ntra�tor, at t�� ���trac�or's �xpense, f� the satis#acfion ot #I�e �ity. In locat��ns wh�ry �# �s not permissibl� to ��oss kh� existir�g o� prop�sed p�pes wi#hau� �dditionai prc�tec#ion #�e ��r�xrac#or may ele�t to pr�vitle ad�itional prote�tion �f the �a��� so that more �requent cr�ssings of �k�e pi�os are a�Eovwed. Ik s#i11 is, h�v�r�.v�r, the r��[�or�si�i�ity of kY�e �OC1tt'�,CtOr io rep�iC �C1y d�Fna�� t0 t1�6 ��IStkl1� �r p��ppS�d lie�e�, i� th� dam��a ��sul�s �r�� an� p�ase �f hi� cor�structi�r� apera�ior�. ���� TRI�FFI� ���1TRQL �h� cor�#rac�or uval! ba required to ��#a4n s"�treet Us� Permit" prior to starki�g work. A� park o� the "'�#r�et Use Parmai� � traf��c c�ntr�� p��n fs re�ui�ed. Th� �ont�a�tor ��all be res�or�sit�ke �or prn�ric�ing tr$ffic ��e�tr�l d�+rin� the �ans�ruc#i�r� 01 tfi��s p��jec� c�nsister�# �rit�r t�e �rovisior�s set f�rth i�r tk�a "L.atest Edition Texas I�an�al �n Ur�ifar� Tratfic �ontror Devi�es for �Ere�ts an� Fi�gl�ways" issued �nder ihe au#h�rity ot tho '"�tate ot Tex�.s Uniform Act Reg���t�ng T�affic �n H��hways,"' ��dlftc�d ss Articl� �7�y� �lern�n'� �wvil �tz�t�tas, �ortinent ��c#i�r�� boGng Sectior� �1�s. �T, ��� �0 �n� 31, A iraff�c �o�tr�! pl�n shall be subrr�iEte� for roview ta Iu�r. �h�.rl�s R. B�rk��tt, �k#v T��ff€c �r�aar�eer a# (8�T1 871-8�70 a1 I��st 10 v�.+orkina days r�rior to t�o �re-car�stru�kiof� conf�ren��. A��I��ut�h. wr��k will n�i ���?i�1 u��ll tFt� t�aittc conlrt�! r�1�11 ��s he�e� reVkewed. t�e �onlra��ar's time wikl beqin ir� ac�ordance w�th fihe time fr�me es#�blrsh�d ir� tt�� k�okice to the �ont�act�r., Th� �antractor wfll r�ot remove a�y r�eg�la#o�y si�rr, instruction�l �ign, stfieet r��me sign �r �#her s��� wl�i�� has be�n erect�ti ��+ th� �ity. ff I[ Es ��termirred that a s��n rr�us� �e �emoved to p�rmi� requir�d �onstru�#��n, �he �o�t���tor sit�,ll co�tacx th� Trar�spo�#a�ion and Publi� 1+1+orks De��rtment, �igns and h��rkin�s Dwvisior�, �Phone k�urnber 8Ty -77�8j to remove trie si�n, In t�a case of re�ul�,�ory signs, #�e ��n#r��tar must �epl�c� the p�rrnanent si+�n �v��� �#emp�rary sigr� rr�ee#En� tha r�qui�emen#s ot tho above-refe�e�cet3 man�al an� �u�#� #ernporary sign m�st I�e ar�s#alled prior #o kh� retnovai of tY�� p�rmane�k sign. If th� t�mporary sign is nok inst�lled �otr��tl�r o� if �t daes� not �neet �ha rc�quire� s����ficatlons, the �ermanent si�n shala �e left �r� �faca ur�#il #h� lempor�ry �i�r� raquirem�n�s a�e met, Wh�s� cons���c#i�n w�rk is carr�plet�d to ihe �x#e�7# t�at the �ermanent st�r� �ar� be r�ir�s#a��o�i� �F�e �ontraclor s�a�l agsin ��ntact #�� �igns an� Mark3ng� Di�rtsion t� re�nst�ll #he �ermar�ent sign 2�nd sha�k loave hFs temp�r�r�r sign in place ur�til s��h reie�stalla�€or� is co�plet��. l'�e ��n#ra�ta� sh��G limit his wor� withir� one v��tirt�u��� ��ne of traf�ic at � ttme 1� minim�ze int�rrup�ion ta �h�e flow vf #ra#�ic. W�r� ��+all n�t b� p�rfarrned on certain loca#ior�slstre�ts du��n� "peak tra�i�� �eriods" a�s dete�min�ti�n b�+ th� �ity 7ra#�ic Engln�e� a�d in a�aordance wf#h the ap�licabl� pr�v�sion of #fie "�ii� of Fort Vtiloi�th 7r�fi�ic �or�tral Hand�ool� fo� �onstr�ction 2�nd M�inter��r��e W�rk f�r�as." Tk��e cost of t�r� tra�fMc c�r�trol is subsi�iary wo�k �nd #�e cost �f sa�e s�ail b� incEu��d in tha price bid for �ipa compl�t� in place as h�d in kh�e Pr�pc��al, and no athar campor�sat�an will be aliowe�. rt�rr�ra,� ��-� "� I�--.- -- - - • ���� � � ������� con,����orvs b��� PA'i'MENT Pa�rrrtent f�r a�l work and m�kerial ir�vol�e� rr� �aCvaging. a�ar�donin�, �nd�or rem�ving of ex�sting f aci�ik�es �h�ll �� include� in the lir�ear fn�t bi� �rice a� t�r� pipe oxc��t as foHows: �. �apar�te payrnent wil� be rr�ad� far remov�l �f all fire h�drar�t�, ���� valve� 16-inc� and ��rger, arrd sani#ary sewer m�nh�les re�er���ss of I��atian. �. Pa�rrn�nt will ��� made #�r ��Evaging, �bar�dor�ing, andlor remaving of al� ot�r�r ex�s#��� f�cilities +n+�en ���d facili#y is rao� bc�ing replac�tl ir� the sart7e tr�nc�, t.e., when rerrMoval r��uifie� �, se�arat� tren�t�ir�g ���ration, D-�� OMIT �R�T p�'1'C�iiR� l"�o �o�tr�ctar ���ll praso�ute his work in such a r�r�ar�n�r �s to �r�ate � minin-�urt3 of irrterru�tia� ta traffi� and p�d��tr�aan fa��Gti�� and to ##�e tl�w �f v�hic�,la� ar�� p��l�straan trafF€c within tE�� prc�jec� srea, D-�� BARF���A�lES AN[� �NARNII�C� �IGN� L3arricades, warnin� �nd detot�r sign� shaCl ���f�frr� to #he S�an�ard �pe�if�c2ttl�ns'"B�rri�rs ar�d l�farning andlar petour �igns��� It�m �2�. andlor �� shown on t�e pl�n�. ��t�s�r�ction sig�ir�t� �nd barric�des shafl c�n��rm w�th "�9�0 Tex�s IV�an��,� �n Unif�rrn Traffic ��ntrol Qevice�, 1lofi, �+lo, 7" or ]�t�st e�itaor� t�aro af. �-�� EXAMI�JATiDN �� �ITE I# shall be t#�� resp�nsit�ility �f lhe �rosp�c#ive �idder lo +risik the prplect sit� and ma�Ece su�h examGn�[��ns and explarat��r�s as rr��y be r�c���ss�ry to detorrnine �II coi���#ion� which may 2�ffect c�nstructit��a af th�s project. Par#kct�lar at��nkion �h�ufd bo gi�en to rneth�ds �t prouiding ir�gress �nd eg��ss to adjac��# privato �r�d p�blic prop��#ies. proce�ur�s for protect�ng ex�st�n� iinpr�+��ments �nd dls�o�itron of ail m�teriars t� �e remov�tl. F�r�p�r ��nsici���ti�n s���ld �e �l�ren to t�esa dotail� [�u�in� t�� pre��ra#l�r� �f �h� �"r��os�l and all �nusu�l �on�litio�s w�ioh m�y �ive ris� to I�[er �ontir�gencfes sh��l� be br�u�ht fo lhe a#t�r�#i��r o� #ho �wner prior to #h� subrr��ss��r� �f the Prr�pasal. Dy3� ��3NIr�C ��N1�i.iAr��� During the con�tructian of �his proje�t, th� �o�tra��or �f�aCl �omp�� �rith present zonin� r�qu�r�mo�ts of t�e ��t�r af F��t 1Norrl� 'rn th� use of v�cant p�roperky for skor��e pur�as�s. D-�� WAT�R F�R �ON�TF�I.l�TI�N U1�ater for cor�st��c�ion will be ft��ish�d by the Co�trac�or a# k�i� own �xpens�. D-3� 1N+4�T� lY1AT��tl�4�. A11 was#e rnafer�al ���If ��carne ki�e pro�erl� �f t�ro ��ntrac#�r �rrd �F�a�l �r� d�sposad o� b}r #he �ontra�t�r �t I��ati�M�s appravo�l by ihs �ngineer. �kl rn�t�rial shall bo dis�osed af in s�eh � rnar�n�r as t� prosar�� a nea� ap��araneo an�l t� not obstru�t �rap�� clr�fna�e or tc� caus� ir�jury #o stree# irrxprt�vemen#s oe #� a�buttin� p��perty. a��� — — ��-18 P�RT D ; �P��I�L ��IV�31�1��� �-33 �L�AidUp �OR FI��4�. A���PT�4N�� �lnal clear��p wo�k sh�ll be dbrte for thi� peoje�t as soar� a� all can�tr�ction h�s beer� cor�pf�ted. iVo rrxore tha� sev�n days s#��1f �lapse after c�m�iet€or� �f constru�tian �e�ar� the r�adway, rigY�t� a#,wa�+, or e�sa€r�ent is cle�nec� up #o lhe satisfaci�ion �f th� �rtg'rnae�. 7he �ontra�tar shaMl malce a final �I�ar�u� of ail �ark� of tha wor� t�ef�ro acceptance by tl�� �ity of For# I+Vort#� �r �ts re�resenx�tiv�. This c1�a�up shall ir��iu�� remo�al �f aCl at�j�ctior�abla rockcs, piec�� of asph�lt or �oncrete and ot�rer c�nst�uc���n materkals, and i� g�neral �re��rir�g th�e s�te o# t#�e �or}c le� an ar�arky� ma�ner ar�d appearar�ce. �inaa a�c��#a�rc� of ti�e ca�n�rieted proj�ct v�rork �ha�l l�e �ive� b� �hv �r�� �� F�rt Worth D�p$rkrnont of �nginee�r�g. C1-34 P�t�P�RTY �4����� A��e�s t� a�dja�an# �rop�rt�r shall �e ma�rrotafned at al� times unles� otl�eruvwse c�itected by the Englr��er. i�-3� G�N���1lJG�'E�N ��!'#�DI�L.E AND �E�UE�►l�l�+E�i �F iN�#�F� �rior to ex���ting t�e �ar�tra�t, it �h�o11 b� #�e respansi�flity ofi The �ontra��at to f���rs� a s�i�e��le o�tllr�ing t�� anticipa�ed tlme for each p#�ase �t ��n�tructEar� witk� stark��g anct completion �#�t�s, i�cCu�kn� sulficient fir�e being �Clow�d f�r cEeanup. �-�6 ����iY R�ST�ICTiONs - WO��c 1VEAR Hl�H VOLTA�� �,1�1�s The fol�ouving proced�res wilf be foGlowe� re�ar�ling the s�bject item on this con#ract; �. A warning s��n ��� le�s �k�ar� five �r�ch��s by sev�� ir��l�e�, pair�ted yello+nr �n+kt�r bla�k I�tt�rs Ehat ar� kegi�re a# iw�l►re fe�t �hal1 b� placed in�i�e and outsi�s v�hicl�s su�l� a� �t��n�s, derricks, power shov�ls, �rilt�ng rigs, p�le drivers, hoistir�g eq�ipm�nt or s�mllar appa�atus. 7h� w�rn�ng �wgr� s�aal r��� as follows: "`W�4Rh11�� - U�1L�IWFUL 7� �PERAT� 7H1� �QUIPNiENT V1�ITH�N �l� ���T �F #�1��1 V�E.TAfi�,� Llhl��." �. ��uiprner�t tha� rna� be o�e���ed �rikhin t�n �eet o� hi�h voltage Iwn�s s�a11 ha��� wnsukaiing ��ge-fype of guard a�o�t kh� b�am or arm, ex�e�# �a�k ha�s �r dGppers, a�d in�ulat�r lir�ks or� it�o H1t ho�k conn�ciians. 3. INhen n�c��sary #o war�C witl�in �ix ie�i �# I�i�h v�lt�,g� �Ea�tr�� line�, r�oiifi�ati�r� shall �� giv�n #he �ow�r corr�pany �TX{�) who will �rec! te�npo��r�+ rnecfi�anicaG barri�rs, �e- er�ergixe tha ilnes, or r�ise or fower th� lin�s. The w�rk dane by #he power company shall not �� at tE�e e�p�r�se of tt�� �it�r af �art Worth. 7he n�tff�ing �e{�artrnen# ��aIC m�intain �n ��c�r�te �og of all such �alls to T7CU, an� sh�ll re��r� aot�an t�k�n in ea,ch �ase. 4. The �o�tr�c#or is �equired #o rrrake arrangemen�s vuith the ��U �ompar��r �or the temporary r�location or f�isir�g �f hi�h voEx�g� Jtl'!8S �f x�']� {�t1f5k1'�C�OI''� ,5�1� COS� and ex�ee���r. 5. �lo �ersan sF���i w�rk wiEhin si�c fee# af � hi�h v�l#��e iin� witha�t prc�te�ti�n ha►�in� bean taken �� outlir�ed in Paragra�h ���. p-�7' Of4�1T �f� ���1� P�RT D - �P����L ��Ni�ITI�I�� � D�38 SA�1�1'�ARY FA�ILITI�S ��A WORIC��S S�e�ff�c attent�or� is dif�ck�d to �e�tioe� ��-6.� ai Part �— Cer�eral �onditi�r�s n� th� �on�r$ct, �,3� ���A� R�4{�T���+f�i A�1D �iE�POh1SIBIL1Tl�� '1"� THE PR���,I� The �antractor'� �articurar atter�tfan �s dirv�ted t� the requireme�ts of ��ctian �-Gw�, "L�ga� Relation� �,��I Re�p�r�sibil�ti�s to the P�biic" of Par� ���enor�l �anc�itior�s �f the �or�tra�t. D-4U RICHT TO AIJD�T �1. �on�ractor agree� th�at the �lty sF��ll, ��t�� �n� �����a�ion �� tn��� (�} ye�rs ,�i��r i���� �ayrner�� u�nder this cantra�t �au� ��cess �o and th� rlgh� #o exarr�lne snd �h�t�co�� an�r dire�tly p�rtiner�t baok�, �oc�ar��r�t�, pa�or� and recards of the ��ntra�tor Invo�vin� trar�sa�tion� r�latin� t� this c�r�tra��. �ontr��tot agr��s �hat t�e �ik�r sl�all have access �uring r�armaC workir�� ha�rs ko afl n�cessary �on�ract�r f�cflities ar�d shall be ����vided ado�u�t� a�nc� appro�riato w�ric space in �rder t� conc�uc� a��its i� c�m�lian�� with the pro�rl��or�� vf t�f� section. The ��ty s#�all �iva �ontractor reasar�able a�van�� r��ti�e o� in�ffr���d a�al�ts. �. �ontta�kor furth�t �grees to ir��luc�� fn al� i�s �u���n#r��is hereun�or � provFsior� ta th�o �#feot that th� sut�ca�tra�tor a�r��s tE�at tho �i#y s�rall, ur��er the ��cpi��libn of �hree ��� y��r� aiEv� fin�1 pay�en# �n�er tl�e su�contr�ct, h�v� e�ce�s t� anrl �he rGght t� examine and ph�#�c��� any dlrectE� portir��nt bo�Ecs, �ocurnents, papers and re�ords of such su�co�t�2�c[ar+ ir�+�ol�rRng tra�rsaclaons �� ��� s�+t��or�traat, ar�d furli���, that �ity s#�all have acc�s� c�uring notm�R workir�� hput's to all �u�cont�actc�r ��cillties, �,ncf sl��Il b� prov��fed �.deq�ate and ap�ra�ri�te wor[� space, ir� ord�� to cond�c� au[�i#s in com�G�n�� +uwith ihe provi��ot�s �f ti�is s�#icle tog�tN�or witi� subsecti�n (�) here�t. �it�r ���ll gkvs �u�c.�r�tr�ckor re�so�abl$ ��v��r�e n�ot�co �f �nt�nde� audits. �. ���tra�kor an�i subc�ntr��lc�r agree to �hc�tac�py su�h do�urrrent� a� m��r b� r�quested �y ih� �it�. The �ity �g�ee� #o r�i�+nburse ��ntractor �,�7d sub�ontractor for the casCs o� c�pie� a# the ��te �ubtished ir� #�e Texa� A[iministr�#i�re �od�. D-4� BID Q�.lANTIT�E� �id quar�t�ties af t�o variou� item� in t�e �rop�sal are for �om��rison only �nd r�a� not rofl�ct the aclu�l ��r�,ntit�os. Th�ro is n� fi�it io which a�itf ikerr� can �e in�rea��d or d�creased. �orrt�a�kor sh$II not #�e er�titl�d to rer�eg�#���lo�a �f unit pric�s re�ardaess of the �Mr��l m�:a�u�a� t��r�nt�lie�. T� the extc�nt thak �4m�.� confl�cts �+ith this �mvisi�n, thi� �r�vision co�t�ols. hl� cl�im w'rl� b� �ar�sidare�l f�r la�# or antici��ted pro�its based up�n �iifferenc�s rn estimateci quar�ti�Ee� vors�s a�tual c}uanti�€es. D-4� �UT711+�C Q� �O�+ICt��'� Wh�en existing c�r��re#e is �ut, such cuts s#�aif M� rnade w�th a co��r�t� sa+r�r. All ��,v�riny s�ral� b� �ubsidE�ry to �h� �,n�t c�st ofi th� r�s�e�sE+r� �tem. D-�� PROJE�T N��$I�r�1�ITiON SlC�N Pr�ja�k si�ns are requ3red at al� iocations. It s[�all �a ir� �ccordarrce wit� the ak#a�h�� Fi�ur� �0 �dated 9-1&�9�}, The srgr�s m�y be rr7auntecS on skid� �r p�sts. Tha �rxact loca#ion� and m�t�o�s �f r���e�t€ng sltiall #�e �p�roved �yr the En��neer. In a�cfition to thc� �' x�F �fQJ$C� SMI�f15F pr�je�t sigr�s st�all ba aixa�h�ec� to barrica�e� u�e�f �n+l��re man�afe r�habilikation at re�l��em�nt is ae�ng cwr�ar�2 5��20 ���� � � ����N��. ��rva��i�rv� � �vr��uct��. �€gns suspen�#e�l fr�m barr���,ctir�� s���i h� placed Mn �u�� a w�,y that �i�ns da n�# interfore wi#h ��f�ec�wve paint or coloring or� t�te k�afr��ades. Barricad� sigr�s sE��ll #�e fn �c�atdar��e w+�th Fi��re �o, e�c��pt tE��r i�re�r s�all be �'w0.� b� �'-0" ir� ���a. T#�� ir�f�rrr�atior� box �h�Jl have khe �ollawkn� inforrn�tion: For Qu��tion� on tF�i� Pr�ject �all; (817}87�-�306 fk+1-� i:�0 am to �:�0 p.r�. or (8�7}�71-��0� Nrg�ts an�i W�Bkend� �ny and al� cast #ar the roq�ir�d t�r�t�arials, I�b�r, �nd equipr��r�t necessary �a� the furn�s�ti�g �� Pr��ect �igns shall be c�r����ered a� a�u�sidiary ��st af th� proje�t an� no adc#iliorr�� ��mp�nsat�an will �� allowe�, �#4�4 �Ot��REiE �iDEWALIG AND DI�IIIEWAY R�P�A��[�AE�J'f Ax I�catior�s in the pro�ect w#�er� ma�r�s are required ka be �M�c�rJ u�rdflr exEsting sic�e�r�l�� ancil�r �irl�reways, su�h sidewakks andlor drkv�ways �haA be r..�mp��t�l}+ repla�e� for ti�e fuH exis#ang widkh, be#wc��n exFsting c�nstru�#ior� or �x��ttsi�n ]o�r�ts with �O�Q psE concfe[e with roir�to��i�g s#o�l �[� � santf cush�on ir� accar���r�e w�th �i�y ot F�rt 1N�rth T��nsporkz�t��nl��rblic Warl�� De�a�krnel�k �t�ndar� �pe�itlC�tEc�t1� �or �or�s��u�tior�, Ikern �04. At I�ca#ions where m�►irrs ��e �'eq�ired �o be p��,�ed und�r exislir�g curb ar�tl g�tt�r, such cur� and gu�ter shal! b� re��acv[i to m�t�h ty�e ar�� g��me#ry of th� remoued �urb a�rd gutter sh�kl be ir�st�lE�ti in acc�rdance wit�r �ity �f F�rl Wor�h P�blic 1N�rk� Departm�nt �tandard ��ectf�c�#ion �or �anstruction. li�r� �Q�. P��ment for c�ttln�. backfill„ c�ncrele, formir�g rrtateri�ls an�l all ath�r �ss�c�ated appurter��nc�� re��,ir�d, shaU be Inciudec# kn #�e ss�uare }�ard price o� the bid item for c�ncr�te sicfew��k �r driveway repair. D-�#5 MIS�ELLAi�fE�Ll� Pi�1���1�l�'f O� 14�ATERIAL h+l�tenaE Fra�s baer� a�lo�atec! urtd�r �r�riau� bid iterrws in fhe Pr�pos2�l ta �sta�lis� ur�it prices faC miscel���e��� placement a# ma�eri�l_ Th�se ma#erials st�alf �e used or�l�r vwY�e� directed by #he �ngir�ae�, depending on fiald �anditions. Paym�nt for ��scellan�o�s �la�emee�� of r�ateriaE will be fnade f�r or�l�r #k�at arrtiaunt �f rnaterFal uso�, meas�red #c� the n��rest one-tenlh ur�ii. Pa�rment #or mi�celF�rt�ou� pla�ement �f mataria� shall be in scc�rdanc� tn+�tY� t�re C�eneraE ��r�kr�ct D€�cum�e�t� rs+�ardless �f �he ��t��l amourtt r�sed for tire peaj�ct. D#4B TYPE "�" BA�KFILL �x��v�te�d ma#�rial +�sed for T�pe� "��� back�ill mus# �e mechat�ically corr�pacted u�nl�ss the �antrac�or c�n furr�i�� ki�e �ngi�e�r watl� sat�sf�ctory e�+id��r�a t1�e P.�. o� the excavated ma#erk�l fs less �her� 8.' �uc� �v�d�nc� �h�ll b� a xes� r�port fro� ar� in�v}�e�d�nt testing I�b�ra#ory a�d �n��# In�l�d� repres��xativa sampl�s of soiJs �n all ir�volv�d areas, wi#h a m�p show�ng th� Io�a�#ion ��ad rfepth of #he ��riou� t�s# hvic�s. If e�ccava#�d materra� i� obviau�ly gran�lar �� r�a��rr�, c�r�tarnin� lit�[e o� rro plaski� �aker€al, the �n�ine�r r�a� v�+aGv� ti�e test repor# requirer�e�t. �ec� E-1.�4, Typ� "�" BacSc#ill, a�nd ��.� 1 Trer�ch Backfikl... R�vised 31�OI81 a�rr��a ��-� 1 ��1�� � ' ����i��k� �+��������� *• Reuksed �}��1�1 D-47 �RU�H�b LIMESTOh1� B�I���ILL 1ttifYrere �pe�ifi�d at� th� plar�s �r �irec#�� by tha ��gineor. �rushed �imestone s��ll �e usad #�r �reri�t� backfii� �n fh�s pr�ject. TMe material sh�ll canform to PubEic 1Norks ��andard �peciticatk��s f�r �treet a�nri �to�rrt Dratn �on�tr�ctlon fJivisio� � It�m 2�8.� - f�aterials and DivRsi�n � I#�m ��8.� - hA�,#eri�ls �o�r��s. iren�F� backfill anci com�a�kion s�al! meet thc� re�uiremen#s of E2-� �xcavati�r� and Backfili, �onstru�ti�n ��ecificatiar�s, �oneral �ontr�ct i�ocum�nts. P�ym�r�t for ��usf�vd lirnes#or�e ba�Ecfill in place sh�all be made at the un�t }�rlce bid In th� Proposa� rr�vltiplEed by the q��r�lit� of rna�erl�i �s�� measured in a�corc�a�ce uvlt�r �-�,1� A+leasu��m�nt of Backtill Ck+lat�r�als, �or�str��kion �p��i�icati�ns, �en�r�l �ontrr�ct I��curr��nts. D-�i8 �:�7 C�N�R�T� �rarrspc�rtation at�d ��b�'r� 1rVorics I�epar#rrr��t typical se��io�� for P��+ement �nti Tror��h �le�afr �or Utility �ut.s F��ures � thro�gh � ref�r io �sin� �:�7 ��n�r�#e as base rv�alr, S�n�o thi� c�ll- ou� ir�c��c�es tha warc! "��n�reie", the cor�s't�k��t Interpr�tatiar� �f ih�e T�ans�ort�tion �,r�d PuL�Ei� Works L�a}�aRment Js that tF�€s r�tiv sp���fi�s kwo {�) sa�kts of camer�t per cubic yatd of ��r�c�ete. Dr�i9 TRENCH E���4'VI�TI�4�, BA�K�lLL, A�+1� ��Mp�4�`�10�# Tr�n�h oxca�ra#i�n a�ncf backfill und�r p�rki�g kots, drf�r�ways. gravol surfa�ed roads. withir� eas�m�r�#s, �nd wa#h�r� �xiski�g or �utur� R.�,1N. �#�al� �e �n acco�#a�r��e wal� �ect�or�s E1-� Backfiil an� E�-� �xcavation and �ackflll of t�e ��r�e�ak ��n�rack �acumer�ts an� �pecaficatl�n� �xc�pt as s�e�ified �er�in. JA. "�R�N�H �}C�AVA"f`i��l: In ��c�rd�tnce with �e�#�or� ��#� �xcavat���f �nd Backi�ll, i! ti�� st�tec# maxi�um ir�noh widths ar� �xce�d�d. c�i#�e� #hrou�Y� �c�idee�t or ol�ervwise� and if �h� �n�inoer determir�es that t�te d�r�rgn I�adi��s �4 lhe pipe w�ll be ex��eded, t�e �orrtra�tor w�ll b� Fequire� kn s�rpport t3�� p�p� wi�h an improvad trencF� �att�m. The ex�orrse of s��h r�rr�e�l�al rn��s�,r�s shal� be ��rtirely th� �on#ractor's awn. All trer�chln� o�oratians s�a�t bo conf �ned #o the wltith of pe�mar��nt rights-of-w��, ��rm�r�ent oasemer�#�, �nd an� t�mporary �on�#�ucli�n �a��ments. AI! excav�ti�n sh�il b� iiti s#rict ��mpkiart�e w��i� tF�e Tren�� �aiety �y�tems �pa�ial ��r��ition �f #h�s doc�rnent. B. �"F��f���l B��ICFE�L. Tran��ro� ��i�h li� autsido ot existing ar f��ure p�vemer�t �h�ll be b2�ckf�ll�d �bav� the kop o� the ��nb�dme��� [n�t�rial with Type "�° k��c�c�€i1� mater��l. �x�avated mai'erEaf used ��r Type "�'� b�ck#fll m��t #�� me�har�i�al�� compa�ted tinlrt�ss th� ��r�tract�r c�� f�rrr�ish the �ngine�r v�rJth s����f��t�ry �v��ie�ce lh�t �he P.I. ot the oxc�x+rate� m�t�t�al is luss th�n 8. ��ch evider�ce s�h�ll be a test �o��rt i�orn an ir�dependor�t tastJng la��ratory and must rnolucte repr�se�rtst�v� sam��e� of s��is in all in+rolved �reas, wi#h a ma� ��ov�+ir�g t#�� location and �l�p1h of tk�a �+ar��u� �est #�ol�s. If ex�av�t�cf rr�aterial €s a�v��usly granular In natu�a, c�ntair�in� littke �r r�a �lastic ma#�ri�E. the ��gineer m�,y wa�ve tFro tast raport r�qu�reme�t, �ae E1-�.�, T�+�e "�" or "�" Ba�kfill, ��d E�-�.11 �'rs�nch �ackfill for ad�i�i��al rc�qt�ir�me�ts. W�vr� T��e �.�'� b��k�iill rrraterial i� noi suitabfe, at th� directian of the �ngii7�er, T�pe "6" backfiCl ma4e�ia� sh�iC be ��ed. le� �c��er2�l, all ba��€fill m�t�rl2�l #ar tre�cf�es ir� exi�tir�g pa►red str�ess sE�all �e in acc�rdan�e wtth Frgur� �0.. �and materfa� �pecrfied in Figu�c� A�h�ll �e abtaino� from an a�p�o�+e�! so�rce and sh�,ll ca�rsFs# �f c�ur�bre p�,�t€cfes free �f thin or �lor�gat�� �ieces, lum�s vf cfa�. �oil. Ioa�n ar ve�eta�l� rr�atl�er and shafl meet the following g�ac#atiarr: ���aro� ��-2� �#'11� 1 1� " ����#!"11� �r�IYV� 1 ��IV� �I�$ �E�`V� °�� ����111$� #���} '� �� �Idditioe�all�r, the crt��h�d 1�me�tone err�b�drr��nt g�`�d�tio� spe�ified in Sec�ion E1-� �ru�hed Lrme�#ona far Ern�edm�nt ot the ��neral �ar���ra�l. Dact+mer�ts and �p�cifications shall be r�placed with the foliowing: Siev� �lz� �a Ret��r��d - -- � ° �y h1 7�1}' �" F � ti7! ��� ��'ti75J � `F �i!' 1 4 V �LT .7�' � lJV All aTher provisio�s ofi �#�is s�c�ion �halk �`emain t�e s�rr7e. �. TR�hi�H ��N1PA�Tf��J: ��i trer��� b�ckfill sk�all �r� place� i�t 1i�ts per ��-�.� B��k�ti�l, Tre�c�r�s which ]€e outs�d� e�cisking �r f�tur� p�,vements �hall be c�mpacted ta a minwmutn of 90°I� �x2��tiard I'ra�t+�r Density (A.�.T.I�. DS�S) hy rrtie�r�s oi t2�rr�ping �ttl�. Trenches vui�ich iie ur+��r oxis��r�g ar fu�ure pauement sriail �e backf�lled per Fig�re A wilh 954�6 ��a�dard Proct�r Der�siky bp jett�n�, rna�l��ntc�l #�mpl��g, or a co�binatian �fi met�a�s. 8a�kfill rrta�te�ta� #a bs rraech�nicafl� tarnpa� must bo wi#hir� �-4°�� of it� ap#imurr� rnai�ture c�n�ee�t. Th� t�p two ��� feet o# s�wer lir�e #rencl�es and Tha t�p ei�ht�ee� (18� ie�ch�s �f wa�ter line may be r�iled in wit� he$vy �quipmsnt tires, pro�+lda�l Gt �s p�aced i� li#�� ap�rapria#� #o �h� rna#�ria� k�ei�tg used �nd th� oporati�n can �e pe�#�rmed u�+itl�out t���n�g� to the ir��talEed �i�e. Th� �ity, ai ifs �wn �xpense, wiH ��rform trench c�r�pa�#ion t�sts per A.�.�,A+�. s#ar�dards �n a�IJ tr�nc�r ba�C��ili, Any �etestir�g �aq�ire� �s a resull of f��lure to compa�t the ba��cfiMl materia� to meat �he st�ndard� wiil k�e �# the exp�ns� of t1�e ���tra�kor �nti will �e bil�ed �t the �amm�rcRal rates a� determMned by the �ity. These sa31 donsity tests sl�all b� perforr�ad at t+n+o ��} f�ot vertical in�ervals beg�nning �t � 1e�re� kwo (�) f�e� abov� t�re top of f�e ir�staCl�� pipe a�d cont�n�ing to tF�e tap o� t#�e ��m�l�t�d backfi�l at interu�ls al�n� �h� tr�ncC� not to ex�eec� 300 lir�ear feet. The �o�tractar vuill be resp�nsible tor �rovidir�g access and #t�ench sa��ky s�stem to the ��vel of #rench back�Ell t� b� tested. �#o �xtra campensation wi�l be aSCowad for oxposint� tho ba�lt�ill layer to �e tes[ed or �rovidir�g tre€�ch s�fety s�sE4m f�r tests c�ntiu��ed b� #he ��ty. D. N1EA�l.�RE�1Ef�T A�JD �AYNf�fV7: l�ll materi�l, inclWding anJr and all Type "8'� ��ckfilf, ar�d labar c�sts af excavatiar� ar��i ba��Cfii1C w+ll be in�l��ad �n the �r€ce bid per kinear fa�1 �� waivr a�d s�wer pi�a. �]�N-P,�Y IT�N1-1�lA�H�� f�D��{: All was�rod �ock used #�r �m�edmer�t ar back�ill �r as oth�rw�s� �ir�cke� b� th� E�g�nee� s�t�il #�o washed, c�us�e� stor�e and s�ralk meet th� #oll�wing grada�lor� an� a�r�s�pn: (A��u2�i vu2tshit�g not r��ulred if ��ad�ti�n i� r�et) r�r �i� S�-23 P��T I� - �P��I�L ����ITI�IV� ���,�� s��� � �� �,� ���, #a #� °�� €��i�i�,�� 0 �-y� s�-� s�-�o� ��-� o� Los Angol�s A�ras�on Test: ��°� �+12�x�m�rm wear �er A.�.T.N1. Design�,�ion ��� 3i . Q-SQ P�I�I�NJ�fV�REPA�R �E2-��� T#�a unit pri�� bid un�ar the �pproprw�ta bid i�em of t�o proposal �hall cover �II �ost �or providing pa�errrer�t repaEr �q�sr ta or s�p�ri�r in compos�tio�, ti�ickness, etc., ta exRstir�g p�v�r�errt �s d�tai��� in the ��rbkfc 1Norks Depa�trn�nt #ypical sec�ions for P��r�r�ent an� Tr�nch Re�a�r ��r Ukiti#y �u#6, �igu��s 1 thCat�gh �. �111 required p��ring cu�s shail �o made wikh a conar�te s�w in a tru� snd str�ight lir�c� on #�o#h sides af �#�e #rench, a mir�imurr� o# twel+re {1 �� inc�os outs�d� the tranch �ralls. Th� tr��,cF� s�+aa! be ba�€ciiGl�� �n� #he to}� nine (�) fnch�es s��ll be f�lled w�th ��qulre�l mat�riaJ� a� s�vwr� �r� p�viflg d�#�i��, c�mpacted anti love� wit� th� fir�k�hed �[ree# �ur�ac�. This �i�t�h��l ��ade s#���I #�e maintain�d �n a sa�riceable cond�tion untll tha pavin� ha� #�ee� rep€a�ed. Ala rosidvr�#�al dr��rewayrs s�all �� �cc�sslble at r�i�l�t an� �ver weeker�d�. 4t has be�n de��rrr�i��d �y th� Transportat��n and Pub�i� 1+�lor�C� �epartmer�t that th� strip of existln� I-�iv'�A� pave���nt b�two�n the exi�tir�g gukk�r anci ihe edge o� t�e tren�� pa�+�rr�c�r�� r�p�ir w�lr not #�old up �f suct� �trip �fi e�cisting pa�arn�r�� is twn ��� f��t or I�ss In width. TF�erefare, 2�t tl�e loc�tior�� Jn tt�e proj�ct wi�ere the #ret�ch w�ll Is th�ee (�� �eat or less fforn th� �[p �i �he oxist�ng g�lk�r, lhe �ontr�ct�r shafl �rt� r��uir�d to r�mt�v� �he ex�st�ng p�vinc� xa such gt�tker. T#�e pavem�r�t �e�pair s�a�l #�ren b� m�da tr�m � r�rinimum d�s�ance o� t+�r�iv� {��� inches �u#�i�e #k�a tr�nc#� wa[I nearest the c�nter �f th� �#re�t ta t#�� guttar lin�. The pav�r�r�nt s�a�l be re�laced wifhi� a ma�cimum �f fiva {�) working da�s. prov�d�ng job pf�cerr�ent conciitE�ns wll� �ermFt f�pa+rin�. Rf pavin� �a�+�l�ti�r�s are r�ot �u�ta�le f�r repavin�, in th� a�ir�ion v� the Own�t, #�� re�avir�g s#��IC k�e d�r�e at �k�e ea�l��s# posslb�� data. �A �ermit rr�ust be obta�ned fr�m the Departrner�t vf �ngineerEng �or���r�r�kfon �ervices Section �y thv �ontra�tor �r� c�nfarman�� �+ith ��iin�,n�e EVo. 3�4� andf�� �rdin$r��e �lo. 79� t� mak� �tllity cu�s in the st��et. TF�e D��rtr�ent �# �ng�neer�r�g wilk I��sp�c# the pav�ng r��sir af��r ��r�str���i�n. �`his p�rmit r�qulrem�nt may be w$i+�ed i# v+�r�C rs berr�g €Ion� under � Porf�rmsn�� Bar�d a�si ir�sp��t�d by #�e I�e��rtmen# �! �ngir�eering. ���� T�EN�H �A�ETY �YSTEI� FOR V�fAT�R D�PAFiTNF��1T PR�J��'�� OfVLIf A. ��N�RA�: Th�� a�ecificat��r� co�ers the trench �afe�y r�qulrem�nt� for all tr�nch exc�va�ions exce�dfn� d�pth of five (�} feet i� order to protect w�rkers �rar� �av�-ins, T�e r�quirern�rnts of k�i� ��er� gover� s�r trencha� ��r rr��,ir�s, rr��nhole�. vaults, service lines, a�d �!I afh$r ap�urter�ances.. 7he desi�r� for t�e tre��h safety shall be si��ed ar��l �e�l�d by a ��g�stered I�rofes��oe��l �ngln�er li�er��ed ir� �exas. B. �T�IIVDAIRDS: The I�,�e�# �rersior� �f the U.�. Depa�imen# �f L.abor, Occ�p�t����,� �af�k�r a�d �-Ec�altn I�c�min�atrati�n �tandards. �9 �Fi� ��rt 19�8, �ub�Pa�t P - �x�ava#ions, �re �rere�y �rrav� ��-�4 ��II�T D � �P���f�l� ��I�DITI�IV� mad� a part of #h�s �pecrfica#ior� ar�d �ha�l �e #�te minfmWrn gover�i�g require�nents �ar fronc� safek�. �. DE�lNITM�N�: 1. TR�N�H�� -!� #r�nch i� refarr�d t� as a narraw �xca�ation made ����w tha sur��.�e o# t�r� �round ir� which tha da}�t1� is gre�#er than t�e w��ith, �rhere th� widkh �easured at #he b�tEom Is not greater th�a� ft#te�r� (1�j f�et. �. 8��l�MI�VG �1f�TE{l+1 - 8�rrchir�c� rr�ean� ��cc2�v�lin� t�te �itJ�s o� a trenck� ta forrn ono or a series ot #�o�izontal ��v�! ar st�ps, �suall}� wiih v�rti��l �r near��rerlical sur�ac�s be�weer� 1 e��l�. 3. �l,��IN� ��'�T�N� -�fopi�g means e�c�avating t� f�rm s�d�s of a tran�t� tfiat are incl�r�e�l away frorn the excavatian. 4. �I•II��D ��f�TEIN - �hi�td� �ts�d tn trer�ches afe �v��ra�l� ref��r�d #� �s "#rerrch bo�ce�" o� "t�er�ch shields". ��rteld m�an� a slruc#ur� tha# is abEe ta withsta�rd tY�o f�r�es in-rp�s�tf on Et byr a cave-i� at�d protact w�rlcers withi� the structurc�. �h�aEds can be pe�rnar�e��t struct��es or �a�r� be �esi�ned to be portable ar�d mave a�ong as t�e vuor� �rogres�es. �hiel�ls can be eit�e� pr�-ma�nufac��recf or job-�ulE# fn a�ordance with ���3A s#�r�da�cfs. 5. �I-t�6��N� �1��TEfVI -�horing means a stru�lu�� su�h as a tnat�� I��dr�ulic, rrtecha�ical �r �im�r s�sfem lhat �up�otts ki�e sides �# a trench ar�d which is d�s�gnocf to prev�nt c��o- ir��. �I�oring syst�rms are �enerally comprise� of c���s-braces, vertacaM raRls, (�prights)� horizontal rai�s (wal�s� andlor sheetang. L�. h�EA��E�ERUI��1T - T��nc� �epth is �he ver!'tc�l me��urem�tt� fr�rr� #�e �o� o� the existlnt� gra�nd to the �ottom of t�� pipe ar structure�. The qu�ntity of tr�nc� ���ety s�stems �h�N be b�sed on the linea� foot �mo�nt of Irer�c� �epih �r�ater t��n f�ve {�� fe�l. �. P�YII+lE�1T - I�ayr�er�� sh�kl be full �ompensation for saf�ky systern d�sign, labor, tools, mater�al�� �quipmer�k ar�� inc�d��#2�Is r�e�e�s�fiy �or tk�e ir�stallati�n ar�d �amovaR �f #rar��h safety s�stems. Dy�� �Ah�ITA�CY SEWER MANFf�L�S A. ���I�RP��.: Tt�e �ns#a�l�ation, r���aceme�rt, ancilar r�habilitat'ron of �anitsfy sower ma�h�l�s will be requirod as shown or� th� plar�s. an�lor �s de�c�Gb�d ir� il�e�e ��e�ial �ar�tract Do�t�m�rtxs ie� adrl�tior� to th�se locat�d fe� the fie�d an� idenkifie� by the ��gtn��r. All mant�ol�� sha3E be kn accordar�ce with section� ��-14 h+fa�e�als for �ar�itar�r �vwer N�anhoMes, Va�ve Vaults, �#c,, ar�d ��Y14 1�au�t and f�anhole �ar�slru�tion af tho �en�raC �ontract I�o��rrxo�t� and �peclfi�afi�o��, un�es� arnend�d or sup�rs�d�d by require�rents at th€� �pe�ial �ortdition. 1. ��h1�R�T� �OL�.�4R�; �ancrete c�EEar� wlll �e re�ukre� �r� all r��n�oles s��cified a� per Figu�e 1�1. �. �+1�ATE�i�`JCHT A+IAEVM�LE If���R��: Wa�er#ight �aske�ed manh�Ee �r�se�ts s�atl be installed �n all �an���ry s�wer rnanhc�les, in�erks sha€I be constru�f�d irr accoedanc� w�th Fart Workh IfVa#ar Deparlmont �tandard �1 �p-4 �r�d sh�al� be fi'ttted ar�d instalEe� according to the m�nu���#urer's �•o��mrr�enc��t'ron�_ �tainle�� �teel r�a�hole irts�rts �ha1l be required far all pEpe diamexers 18" 2�n�1 grea#�r. �sr� er� SC-� � ���� � - ����i4�1�.. ��14�� 1 1���' �. LIFI` �i��E�; 1�1! lift ho1e� sh�lf be �I�g��� wi�h � pre-cast corr�ret sh�lE �� s��l�d �n �h� outsid� of #�e rr�an�ofe witYr Ram-fVvk or �eala�t_ T�e fitt �rc, � sh�tll be se��et� or� the inside �f th� rr��nhol �amo�rt �r�u�. e piug. T#�e lif� #�o1a an a�prove� ��ual e vwiti� q���k �e�tir�g �, F��IAL RIM �L�11�1710N�: AAenhole rim� in par�Cw�ys, C�wtts �nd o�her f�npr�+�d lands s�a�ll b� �x an el��a���n not mare t�an one (1) n�� �ess ti�arr or�e-haff �11�� i�ah ab�v� t�e s�+rraunding �round. Ba�kfill sI��A pravid� � un�form slope from #fna top of manF���e �,�sti�g t�r ��t les� th�n three {3� i�et e�,ch dir�rc�ian t� �xiskir�g finashr �rade of the gror�ntl. Tho grad� �� ail surfaces sl�all be �hecked for pro�er slo�o and gr�cle b� sirir�g ��n'rng tt�� �n#are a��a ret�ard�d n�ar Ih� m�n#���e, Manholes #n �per� ��e�ds, unrmpr�ved land, �r d���n�g� c�urse� �ha�l be at an elevati�n shaw� an the drauvfngs c�r �nini�nurr� o� 6 in�hes above �ra�e. �. M�#i�El-��L.E �OV�I�S: �lll lids sh�xll havo pic�€ slo#s in ti�u �f p���C holes, I�+I�,nh�o�� frart��� a�nd co�rers shall b� �1�E�i��l��+, T�p� N, +r�itk� ir�cle�t�d 10� d�sign, or equal, wlth pick �lats, �ov�r� �l�ail set flus�r �rtth tha r�m of the f�arne anc� s�a11 ha�+� na lar�et t��n �18 inch ga� �etween the f��me and c�ver. Baar,ng sur#ace� shall be rnachin� fi�ish�d. Lac1��r�g m�nY�t�f� licfs �nd f��m�� wlll b� r�stri�te[I t� Ioca�ions wif�rin ��0 1��-�roar flq�d}al��n �n� areas s�ecitically d�signat�d �n thc� p�ar�s, ��rk�'trt#eed D�r�kil� Iron A+1ar�F��l� Lids and �rar�e� are �ccept��l� f�� use vuY�e�e lock��g I�ds a�� speci�ied. 6. �HALL�1+�1 �ON� �u'lANWOL��: �h�l1�w rr���hole COn�kruCtion +Nill b� usetl wt�en m�nhofe d�pth is #o�ar {4� �eet or Ic�ss. Alk shal4�w ��ne mar�hol�s shal� k�o b��li in accorda�ca w�t� �tgur�r �05. All sl�allow c�ne rr�2��thole� �hall I�ave ����t iroe� lid and �rar�e v�ith p��k s3�ts. iVO�E; �1ANHO��� P�R FI�UR� 1�G I�fll.l� ��T S� �#LL�1�f��. 7. �+1A�1H�]L� :. . cPS: h�o manhole �teps ar� t� be rns�lfed on an� s�,r�rtary �ewer manhol�, 8. E?CfE��OR SURFl��� �OATCN�: �xterior surfa�es af ��I marrh�l�s sk�atl �e coated witf� kw� m�� �oat� af c�al tar epoxy, �Coppe�s'�8�tumasli� �u�e� uervice Black" Tr�emec "`4�- 4�0 Mle�vy Tnem�col,'� or equal �o, �, fn��imum �r 1� mlls �iry ��fm �hi�kness. 8. MANH�LE J�If�fT ��I�lL6N�: All ir�terior an�l�r ext�r��r j�in�s or� c��cr��� ma�hol� s��ti�r�s �ons#r��cted for th� �iiy �f F�r� W�rtF� Vtil�ter Departm�nt, exclu�in� only #he �oints usi�g a trap���i ty�e �erformed D-r��g ru�b�r �aslc�t s�all re��ir� B€tumastic joir�t s���an�s as p$r Figur� V�1. Tt�is s�a��r�t s�a�� #e �re-forrned and trowalab�� Bitr�ma�tic as m�n�t�cfured by i�er�t- �eal. Ram-�leic, �-� �ti�€c, or n�ual, Th� joir�t s�aCer sha�ll b� su�pli�d ir� erthe�- exiruded pip$ form �r �uha�fe c�oss�s��tional �eraa or ilat-t��e �e�d �h��l be si�ed �s rec�mrnertdet! b� the [��r��+facturer and �p�rav�d by �k�e ��tgin��r, Th� �airti# s�al�r s���l b� prok���ecf b� � suita�le re�no�rabfo v�rrr�ppee an� �t�all �ot En an� wa� �e�ond on ox�d�taa�, ��r��oratio�, or arr�r �t#�e� �he�nE��1 acf'ton for eilher it� ad�tesive �ro�er�ies �r coh�siva strength. The Joi�t sealer shall remain totally �Jexibre v�rGt}�out shrinki�g, harder�i�g, �r oxidi��ng r��arc�les� of the len�th o# time �l is e�cp�s��l to th� eler�ants. T�e ir��nufactur�f s�rall ��rnish a�n a�#ida�vi� att�atln� So �E�o su��es�f�l use of the prad�c! as a pr�-farrn�cl fl�x�b��e join� s��lant �n concret� pipe and m�xnholv s�ctions for a periad of at le��# f�ve ye��'s. os�ra� ��-�$ Y - - P�4RT � ` �I������. C�+�I�L�����I�� B, �X��UTi�hl: 1. J�V�TALLATI��! O� JOINT ��A�A�T: �ach ��a�e adj�,�tment rir�� ar�d mar�h�l� #rame sh�Ml E�e �eaaed wtt�r #he above �pecMfied material�. A411 su�f�c�s io �e in cantact wit� the joi�# seaEa�t �hail be thorou��iy cleaned �f dlr�, san�, mu�, ar other f�reEgn matte�. A prrm�r shall �e a��lled �o all suriaces pr�or t� Installtng th� �oin� ���lant ir� a��cardan�� wE#h tl�e rec�mmer�d�si�ns by the mar��factur�r, �'he pratec#i►re wrapper shaEl rernain �� the joint saal�nt ur�tll imrr�e�EFateiy pr�or d� the placoanent of the pi�e it� tlte trench. Aftor ram�v�1 �f #he pfi�te�tive vurap�er, the �ai�rt sealar�t ��all be k��t �I�an, In�tall �r�rr�es ae�d c�vor over manhc�f� �pening wftl� ihe battor� of #r�e ���gs restie�� or� B�tum�s�lc joint seaa�r. Frames and grac�e rings �hall rest or� kw� {�} rows �insi�e an�€ a�tsid�) af Bit�mast�c jowr�t sealer. �. ��ALIf�C A�+#DlQF� A�J�J�T'C�1� E}(t��'IfV� N1�4�V]-�E�L��: �xcava�e ��ctan�ular fu11 fla�ti� ��w cut If In �av�mer�t} ad�a��rpt #� the m�r�k�ale to ex��se t�e entfre ma�h��� fr�me a�d a minimum �f � inct��� �� the manhol� wa�l �eeping the si��s ot the tr�r�ck� r�e2�ri� vertic$I. Remove �ranY�oGe frar�e #ro� th� rrtar�h�le st�uc�ure a�d �b�srve t�o �ondEt�on af the tram� a�� ��ada rings. �n� frarn� or grade ri�g #�al i� r�ot s�i#able far use as det�rmirte�l b� th� �r�gir�eer shal� �� replac��l. Crad� rir�gs tha� ar� canstr�,cted of br�ck, bla��C ��t�ri�Es o#her tha� pre-cas� ��r�cr�te ri�gs, or where necessa�y ancf appr�ved by th� �rrgir�eer, s�a�l be r�pi�c��l with � pre-�ast fEattap s�ction. Pr�-cas� c�n�rete ri�gs, or 2� pr�-��st c�ncrete [�attop s��ti�n �v�ll b� th� onl}� ad�ustmen#� allow�d. �rr t�rick �r b��c6c manhoMes, rsplace th�r �p�er p�rtion of #he manh��e �o a�oint �� inc�es bea�w the fr�me. If tho wal3s o� �ane s��ti�n below thEs levo� are stru�tu�ally ur�saun�, nattf� the �r�gwn�er prio� to repla�err�ont o� #�e gr�„�� rir�g� a�d manhole feame. �xistln� brfcicw�rk, i� damagvd �y tY�e �or�kra�tor, s�rai! be re�l�,�ed at �J�e �ontr�ctor's exp��se. 1rV,re br�sh mar�l�afe frar�e an�l oxp�s�d �nanh��� surfa��s to rem��a �iirt and loose debris. ��at exposad n}�nhole su�#aces with an ap�roved bondf�g ager�t �ollawe� by an a�plication �f a quick se�t�ng hydra�l�c ��rr�er�t to provi�o a srr�ooth working sur�a�e. �f the 'rnsi�e diame��r �f the rnanf��le is too I�rge kc� �2�te1y supp�rt t�ewv a[lj�s#ment rir�gs or fr�mes, a flat top sec#ic�� s�r�ll b� in�ta�l�ed. �I�int �urfac�� batweee� tF�e fr��es, ��j�,stm�nt rin��, and con� s�c#i�n sh��ll be fre� �f dirk, st�ne�r debr€s �nd voic�s �o er�s�ro a w�tertight s��1. Place flexibl� �as�Cet joi�t r�atortal a�ang tC�v ins�d� and ou�side edgo of each joir�#� ��` use trowel�bl� �nsteri$I �n ikeu �i �re�forrned gasic�# mater��l. Po��ti�n the �iutt j�int of ea��, Eer�gth a� �oint materia€ �r� o�p��ite sldss ot the mar�h�ie. hJo s#�el sh�ms, waod, ston�s, �r an� r�ate��al not spacific�l�y acce�ted b�r tha �n�i�e�f ma}r �� used to abtai� fir�a� surface e]eva#iori ot th� marrh�le fr�me. In paved ar�a� �r f�,lur� pa��d area�, �astin�s sl�all t�� Fn�tal�ed I�� usir�g a stfaight edge not less thae� tan {1�} #�et long so th�at the t�p of th� cas�ing will ��r�#�rm to �Y�e ��o�o �n� f�nish el�+ra�ian of the p�v�d �urface. Tltia i�� o# the c�st��g sl�al! be 11B Mr�c#� b�iow the fir��she�i eCev�ti�n, Allawanc�rs tor th� c�mpressi�r� of th� jo�nx rn�teri�a shaal be made to �ssure a pro�er #ir�a� grade elevation, �srr�o� � �-�� ���� ❑ � ����ir�� ���������� 3. �}(P���D ��T�RiOR �IJRF���S: �#II �rx�osed �xter€or �urfac�s si��,�l be c�ated with two mop ��ais of �b�! tar e�oxy, #C�p�er "Bi#�m�stk� �u�er ��rv��� Bl�c�C"; Te���rr��'"4�- 45� F�eavy Tnerr��c�l", ar e�uai, t� a rr�ir�im�m oi � 4 mils cl�y film th�cknsss. �. Tf�e exteriar �urfa�� o# �!I pre-�ast s��tion joGr�ts shall �v thoraugM��� cfean�d wilh a wire brush snd �#�er� watvrproo��d with a 11�-�nch thi�k �a�l of 1rav�+�la��� �kt�mas�lc �oint �ealanE �ram 6-In�F��s be�nw to ��3n�hes above tt�e �oint. The ��at�d j��r�t sYraEl lh�n �e wra�ped wi�h � m�l �iastic to proiect the sealan# from cfam�go d�ri�g ba�k�i�fir�g. �. M���4��ENIEIV7` AfVC7 PAYh+���1T: The pri�� bid for ��+r� �anhole ir�stallations �i�all includ� �II labar, �qu�p�n�nf, �,�ti rna���als r�ecoss�ry for c�n�tr�ctio� �� the m�nhal$ incaud�ng, but r�at lir�fted t�F �QIIlE $$��III�, li�t hole sealin� ar�� axteri�� �tirta�� �o�#�ng. Pa�rmer�t shal� not �nclude �avement ��p�acarnent. w�ich ifi req�iro�, sh�afl be pa�� s�rpa�tefy. TMo prRce bid !or r��on�tF��tion �f mxFsting r�rar�l7ol0� s[��II i�cfude all la�bor �quipmer�t a�nd tx�aterials n��essary for cor�structlor� af n�w manh�le, i�t��uding, b�r# �ot limit�tf t�, excsv�t�on, b�o�Cfill, d�sposal �f �a#erials, joi�tt s��ling. lift hol� se2�i�ng ar�� ext�rior st��fi�c� c�atfnt�. R��+ixre�t s#�2��1 no� inclutte p$vem�nt r�pf�coment, w�icl� i# req�iretf, shai� �e �aid s�pa��teiy. The pric� bid for adjustin� �nc#�or seal�r�g �f ex�stir�g mar�h��es �haU fn�lude all lab�r, equi�merrt ar�� mater��is n�ct��sary fo� adJusting andlor �ealing t�te manFrole, incEud��g bt�t t�at IIr�Rtad to, �ain� sealirtg, �kftF�a�e �ea�ing� �nd axt�rior sur#ace �aati�g. I'ayment for �an�r�#� ��Ifars wilC �e made pe� �ach. Paymer�t f�r manhoie i���rts wall be rnade per e���r, �-'�3 S�I�EITA�Y ��1N�R ��[��k�ES �In� reco�neciion, ra�o��#ton, rair�au#�s, repl�xc�ment, or n�w sa�ritary s�wer �ertrice s#��II be roq�ired �s sh�rwn �n the plar�s, ar�cilor a� de��r�be� in fh�ase ��ecial �or�tack i��c�rr7e��s ir� �ddilion to t�ose loc�,#ed in th�e fiald end tdenk�fEed b� the �r�gln�er �s 2��tiue sewer t�ps. The ��tvico c�nne�#i��s ���II b� aan�tr����d ��+ the ��rrtr�ctar utillzing �tan�l�rd �a��ory man€r#ac#�red t�es. �I�y a����vc�d factory r��n�f2�ctur�d sad�lie #�ps rr�ay be usod, buk �nl� as directed by the ��girreer. 7he d���si�n to �ss s�ckd�e #�ps �s apposed to te�s sh�ll b� made on a��se k�� c�.se basis. Ti�o �on#r�c�or �hal� �� r�sponsibl� f�r �oordi�r�fEn� the ��h�dul�r�g of tapptn� crevus wit�t �uilding awr�ers an�i #he �ngit�ee� ir� orc�or �hat t1�e wor� be p�rformad in 2�n expeditious mann�r. A m�r�irr��m �f �� h��rs a�iv�,r��� r��tice shafl ba g�ven t�+hen taps wiiE be required. �evere� sanrlc� �or���c#�ons s#�air #�e main#a�ned as �pe�iti�d �n s�ction �6-�,�5, #�. SEVV�R ��€��11�E ����lVfV��TI�EU: 11��ha�ti �awer servico rv��nnecxi�n �s �a�lled for t�e �ontract�� shall verti��ll� ac#just the existJng sewer service lir�e as raquieod �or r�c�r�nect��n and f�rnts€� a r�ew tap. T�e #itkir�gs �s�d �crr vert�eal �dj�stm��# �F�all coe�sist �f a m�ximum bortd of 4� degr��s. The tap sha�i be l���t�d �o as to Rinr� �rp wtth t�e �ervice lirro ar�d �v��� �np h�riz�r�t�l 2tlJustment. For op�n cut �p�li��.tiorts, 2�II sanitery sowor service li�e� shall f�e rep�a�ed to t�e pr�p�rky or ea�ement Ilne, pr �� tli�e�#ed E�� tF�$ Engfne�r. ��,ni#ary sewer serv��e� on s�wers beir�g re��#�fl�ta�t�d �sir�� pip� or�la�rge�neni �n�th�ds s�all I�e r�plac�d to tF�o �roperty �r �asam�nt rir�e ar �s dlr�cxe� by tl�� �ngin�er, �r�cedures ���ted belaw f�r ��w�r �ervi�� Repla��rrt�n� sh�ll be adheted t� tor iho ir�s�alf�tion �� ��� �ewar sorvice lin� includir�� th� i�cidan�al f��r (4} f�et c�f service line ►�hicl� i� in�luded in the �rice �id far ��r��k�ry �etv�r �Cap�. F��ym�nt for wc��k s�ch �� ba�kf�ll, �addles, tee�, f�t#ings inca��n�al four {�) #eet a� service line ar�cf ��k ath�r asso�iatad appurtenan�es roc�uf�ed �h�ll bo fnc�ude� ir� �i�e pri�� bid for �ar�it�ry ��wef Tap�. o�r� �o� ��,�8 � �'�RT D - �P��I�L ��h1Dl�'I��� B. ��1N�R ��RVI�� R�E�LA���+1��h,1�`: �111 bt�itding s�wer sar��c�s �n�o�r�ter��1 t�urir�g ca�str�cti�n �h�l� be adj��#e� ar�dlor r�pla,ced by t�e �ar�tra�tor as d�s�c#�� l�y lhe E�g�neer as r��ulre[� �o� lF�� ��f�nc�ct�on af t�e s�w�� service lir�e. If fh� sewer service lina Js i� such condit��n or �djustment n�c�ssit��es xho replace�ner�t of the soweT ��rvi�e lin�, a11 wor�C shall k�e p�rf�rmed by a licensad plumber, Tk�e ler�gth bf Ehe repla��me�t �hal] ba d�t�rr�inetl b}+ the Engineer. All s�we� servlces shail be kn��2�lled at a minitnurn of kw� ��j per��nt s�o�e or as appro►�ed by� t�� �ngir��eT. �or si��at�ons invo�ving sewer servacc� r�-f�utln�, wh�t�er or� public �t �riv�te properEy, �h� �ontrac#or s��ll ►r�rif� th� eE�vat��ns �shown o�a the plan�j at t1�e build�n� cl��r�-au� �nd also at the pro��sed c�nnectian p�int o� tY�e sew�r maln in order to errsure tF�at k�� 4wo (�� �er�er�t minim�m s1��e {or a� s�ecw�red ��+ ��e �ngin��r} re�uirement is �at�sfied, Ele�atio�� sk�slr a4s� be vorified at ali bend locations or� �E�v se�v��e r�-fnt�#e, All elevatian ir��a�ir-r��ian ob�aFned by t�e ��n�rac#�r �hall be subrnitt�d to �h� Inspe�tor_ T�o Er�gn��er shall �e imrr��diat�ly r��twfketl in the euer�k �1�at the kwo (�} �ercc�n� mi�imum slope fs r�o� satksfied. Ir� the e��n# ti��t the �[�n#ra�tpr d���rr�Fne� t#�at � dif�erent a��gnm��t for t#�� re-ro�te is mor� k�e�+efic�al thari s�ov�n o� �I�� pl��s, ti�� �ontrac#or s�alk obtain and submit 2�1! rc�ie�+�r�t �I��a#i�n rn�ormation f�e t#�e r�ow aligr�ment �o th� l���ec#�� �nd sh2�ll �o respor�s'tbl� for on�uring tha# the two (�� percer�t minMmum gradv �c�r �s ap�roved by+ �he Engi�eer� is sa�isfied. ��n���[it�n t� th� ex�siing �eyvar service lina shall �e m�,de witl� appro�riaxe adapter #�kting. T#�e fitting shaMl be a ur�#har�v ar n�aprene couplir�g �.�.T.N1. �- ��� with s�rGes 3�� �t�inless �t[��E com�ress�an st�aps. Thc� cor�tr�ctor sl�a�l util.i�� s�t�ed�le �� Pl�� f�r a€I sanitary sewef s�tvic� r�-rt�u#�� or r�lo�at�or�s loc2��ed or� pr�vat� property. �urthartnore, the �ont��ctor sk���i ukilk�� t�o servicos oi a lice���d �Iur�,ber for all servlce IGn� work �r� �riv��e properly, Perrn�t{s� �u�t be �btain��i fram th� �kty nf ��r# V�arki� Deve�opmer�t I�epa�lm�nt far �Il s�nri�e Iln� �+or�C on pr��rate pro�erty �nd al� seavG�� 11na warlc �n �riv�Se pra�erty mus# be ap�roveci b�+ a�i�� of FarC 1N�rtFr Pluinbing Ir�spector. A c�py ot the pl�mbir�g pe��'ni# sk��ll �o pro�+id�� to the ��gkneer �rior to beginnir�g wo�� �� t�e s�nGtary sewer senrrce re-route a€�d proo# of fi��l acc+�p��nc� b� #1�e �lumblr�� I��pe�#ar shall be provl�ed xo tk�e En�ine�r upan �om�l�#i�n �# the sa€�itary sewa� re-�out�. Pa�+r�ent for w�rk �nd rr�ateria�s such as backt�ll, pipe tittings, surf�,ce re�toratior� an private pro�erty (#o rr�at�h exist�r�g), ar��l all oth�f �sso��ated �r�rk �or servico replacement� ir� exc��s �f €our ��) kin�ar feet sh2�11 be incku[i��i �n t�e lin�ar f��t pri�e bitf fo� s�r�ik�ry s���r servi�e line re�la��menx or� priv�te pr��erly or }�ublic right o# way. I'�yrnet�t f�r �!I �r�rork and m�terial invt�iui�g tY�e "Eap�� ���ai� be �ncluded in the pric� I��d far sanf#ary s�wer �ervice taps. �54 NOT US�� D��5 #���10VAL, SALVACE, ATVQ ABAN�ONMEI�T OF �7CI�T1�� ��4�ILIi'I�� Ar�y fi�rn�v�l, sa��ragir�g ar�dlar abar�do��mer�t of ��cis��ng fa�i�itie� w�ll n��essariiy be r���ired as shown on th� ��ans, a�dlar des�flb�tl i� these �pec��l ��ntra�t Do�um�nts in �[#dition t� ihose �acated� wn the fiald ar�d ic�er�#�fied b�+ t#�� �ng�neer. Th�s work st��ll b� c�ane �r� a�c�rdan�� wlt� ���t��r� E�-i.� �alvaging of h+�ater�al a��l E�-2.? R�rno��ng Pi��. ot ti�e fienera� �ont�act Doc�me�ts a�d ��ec�fic�ii�ns. ur�l�ss amar�ded ar supersecf�d by re�}uEramen�s of this �peciai �ondition. �1_ �A�IIA�� �� EXI�Ti�� WATER Pti+1E1'ER ��1D lu�����1 BOX: Eackstf�ag wa#er rrketer and rr�eter bt��c �hall i�e remaved and r�t�rn�d #o t�e 1N�tvr Departmen# w�reh�u�e by the �ontra�tar i� acc�rdance with �ec#i€�r� ��-�.� �alva�tn� of Materi�ls. o����rz ��-�� ��Fl� � ' .7���F�i. �rLJ��l�l ��� B. SAL1fA.�'aiE �� �XGST1�1�i VtiIAT�R h+1�TER �1�1D �OlV�R�I'� VAULT 1�ID: �xisting wa#er m�te� and cc�rrcret� �ra�lt li� shal] be ��r�ove�S an� ret�r�e� �� the �Nate� D�pa�rtrnenl warehouse t�}r kh� ��ntr�ctor �n ac��rda�c� wi#h ���#aon E�-1.5 �alva�ing ot �uiat�ri�fs. Tha �onc��te va��t shall �e �om�li�hed ir� plac� to a p�int r��t less thae� 18 ir��t��� beCvvu �ir�a� �rade, Th� ��ncrete v��lt s��lf then be ba�ktilled and com�a�ted ir� a�cordance with ��c��lll melh�c# �� s�ac€�ied In �ecti�n E��2.9 Ba�kfill. Ba�kfill ma�vri�J �hall b� �uita�l� exc$vated mator�$I 2�pprov�d b�}+ the E��ir�e�r. ��rf��� restor�tic�n shal� be c�mpalif�f� vwlti� oxi�#ing surro�nding surface �nd gr�do. .�... S*r�E.�A�� �� �}Cl����Il� �I�E }-����AIVT.S: Existing fir� h�dr��ts �hall b� rerna►��a�i and r���,rr�ed to the UVater D�p�rtmer�t wareh�ouse by+ #he �ontr�,�t�r fn acc�rtfan�� +�v�kh �ec#ion ��-1.� �alva�ir�g �f �ufatorEals. Tk�o v�id shalJ b� ���k#����� and c�rrrpacted in a��ord�nce with ba�#tfrll mv#h�d a�s s�o��fie�l Jn �e�tior� E2��.� Ba�kfill. Ba�kfrl� mate��al sh�all �o sui#ab1� �xcav�ted rrrakerial �pp��ved b� th� ��gina�r. �uefac� rest��atFon sh�ll be cc�mp�ti�le with existfng s+�rr�o�ndin� �ur#�c� and grac�e. D. �AL1f�1C�� �F ��I�Ti[V� ��T� 1�ALV�: �xisking gate �alve and ualve �ox arrd li�i si�a�l k�e remov�d and r�#�rned to �he W�#er �epart+r��nt waF��as�s� by tho �or�tr�ctor i� a�cor�ance v�ri��� Secti�n E2-1.5 �aivaging of h+1�te�aa�l�. T�e v�id ar�a causo� �y the vsive rerr�oval sh�,l� �e €�acl�#ill�tl and c�mpa�ted in �cc�rdar�ce +n+ith ba�f�fill meti�od as �pecltl��# ir� �a�i�ort ��-�.� B�cf�til�. Backfili mat�rial �I�all �e suitabfe excau�te� ma#erEak spprov�d by the �rtgrneer. �ur�a�e rvs��ration shall t�� campa#Jble w�ti� existang surr��trtdin� sur��ce ae�d gr�de. Ef the va�ve f� i� a cvna�ete va�rl#, th� vault sha�f be detn�li�hed i� p�ac� to a paint na less th�n 1�" below #inal gr�cfe. �. ABA�JDplVN1�IVT �F �Xfi�TCN� C�4TE ►lALll� �x�s#in� gate val�e ar�d t�o�c tic! �hall b� abar�doned by #�rst ��osing �he va�ve #� th�e f�li� ���sed poslt��r� art�! demolishin� th� v�lv� �ox in p�ace to s p�tnt no� ies�s than �8 inches balaw �irr�f �ra�e. ��r�crat� shall then be �sod a� backfill ma#eria� to match ex�s#ing gr�d�. F. ABAEVD��14�+1�hlT O� EXI�TIIVC� 11AULT�: If�ul�� tv k�e d��olist�e� i�t plac� sh2�ll h�v� #op slab and li� removed ��d vault waEl� d��ral,sh�d ta � point �ot less tha�n 18" below tir�a� �r�de, The vord �re� caus�d sF�alk th�n F�e ba�k#Il�ec� a�d cpmpacte� in acc�rdan�� wit� t�a�kiiEl meth�d as s����faet� in ��cti�� ��-2.9 Backfill_ B��k�ill m�terk�f �hall be suita�le excavated materiaf a�pra+��d by the �n�ineer. ��rf�c� re�t�r2�k�or� shall be �om�atib�e w�1h t�o ��c�sk�n� surroundi�g grad�. �. ABAf��}ONh+1�hJ�` OF 4�+��#�1�-I�L��: k�+fa�ho�es to b� a�anrlon�d ir� �lac� shall havo aif �i�e� �nterinr� nr exii�n� the s�ructur� plugge�l witY� lean co�crete. [�ank�ole t�� or cane so��ron �hal� �� remavpc� k� #�te top of the f�ll barrel df�met�� s��t�or�, o� Ev p��n# not I�ss th�r� �8 ir�chos b�low iina[ �rad�_ 1`I�� s#ruci�re s#��ll �h�n #�e b�ckf�ll�d ��t� cc7mp�cted in ac��rdance wi�h� bs�ktlll metl�od a� sp�cif€ed in ��c#io� �2-�.� f�acicfi�l. Ba�ckfill rnatorM�l may be eirhe� clean v�+�shed sand of clean, suitat�fe ex�a�+a#�d mat�rial ap�rov�d by l�� �n�ir���r. �ur#ace r��tor�tinn sI�aIJ be �t�rr�p�tibl� with s�rra��ding �erv�c� sur#�,ce. P��rrr�e�at tar worl� inv��vod �n backiRllir�g, P��99ir�g of �ipe(�� �,rtc� ��l otF�er �ppurterr�r�ce� requira�lr s��ll be i�cluc#ec� in th� appropri�t� �id item - Aband�n Ex�sting �aw�r Il+1an��Ee. H. FIEluf�1�A�. �F �A�IHQLE�. �A�r��al�s to br� re�ove� si�alf have a�l pi�es enkerin� �� oxitin� th� �trr�ctur� c�isc�nr�ectod. 7he carnpl�t� m�nh�f�, incl�d�n� �ap ar ov�e section, all iurf #�arrel d€amet�r ss�kion, and I��se sectian shall be r$m��re�, Tha �xca�ation sh�li then b� bac�tfil�ed and compact�d in acc��dan�e w�th back�ll� method �s s�o�ifie� in �ect��n E2-�.� ��ckiial. Backfiil �n�t�r�al rrray be with ��pc� � B�c�€�ial or T�rp� � E�ack#�II. 2�s �pprovetl I�}+ the ��gin�ar. �urfac� re�t�ration ��alf b� �ompa�ible +�it� surroun�lin� su�fa��. a���� ��-3� ���� � � ������� ���������� �LJTTIh,i� ANa PLk�C�il�l� �X1�TIiV�.,� �1+�AIhl�; At �rari���s loo�tior�s on #h�s proj�rc#, i# rn��r be req�ire� t4 cu#, pEug, and block exist�itig w�t�rr m�insl��rvices or s�r�i�2��y s�wer mai�rsls��v�ces kn or�lor �t� abandon t�ese I�r�es. �ui#ing an� plu�gGng �xistir�g tt'r�in� �nd1�r �ervices �h�11 be ��nsiti�red a� incE�ent�l �nd a�l �osts incurr�d will be �orts�[�erec� to b� �r��l�ded in tk�c� Ilr�e�,r fioo� bid p�i�� t�f t�� Qip�, �r�less separate t�en�hing is requir�d. J. RE�1�1IA� �� EXI�TIIV� I�IP�: V�h�re rerno�ral of l�e �x�stir�g �ai�e is r�quir��, it shafl be t�e �a�t�actor's r�s�or�s�bilkty #o properly dEspase a� aGl remo�ed pi�e. �I� ramov�d valves, �ire hy�ran�s �n�i rr�Ge�er boxes �hail be deli�areci to 1Na�te� Deparkrrkant ���I� �per�tkon, St�rage Yar�i. K. PA`l�+4Ef�T; Paymer�t for a�l wor�c anci material Invalved in salva�i�g, ab�ndor�ing andlor rernovirr� ex��#in� factl�ti�s si�all be inci�ded lr� #h� li��ar �ooi bad prGc� of lk�e pap�, excapt �� fiollows: sap��ate �sym�n� wilj k+� mad� f�r remova! af al� fi�� h�drants, gata valve�, i� in�h an� larger, ar�d s�n�t��y sew�r manl��le�. regar�le�s vf loc�fian. Pa�rment w�l� ba rr�a�e #ar salva�ing, at�arr�i�ning an�lor remaving aN ather ex€�tir�g fa�+lities v�rhen aai� facfll�y is not beir�g rep�a�ed in the same trar�ch (i.�_, when re�rip+ral r$q�,ir�s � s�parate #��noh�. �,_ ABAEUDONC�EfVT OF EXI��`iEVC.� SEVIIEFC LI�VE�: V'�fhere p��ns ��ll iar aben�or�rr�en# of exist�ng sew�r r��ins after tF�e ��r��iru����iti of a now sewer maie�, tM� ��r�ir��tor sh�ll be res�or�srble �or TV ins�ec�ior� af 10�°!a af the exis#ir�g sawar mai� to f�s ab�r�doned �o m�k� a #Enal determina#ion th�,t 2�1� existing servic� connection� ha�e bc��n r�lo�t�� #o the �ew rnair�. Qnc� ihis de#�rmin�tian ha� baen m�tde, the existin� main wtll be abar�tlbned as indi��tsd ab�+re ir� Iteir� I. D-�f DE'1��TA9L� VYAAC+�I#V� 7A�k��� I�e#�cta�l� �ncier�round u��lity warning tap�s w���h �ar� be loc2��ed fr�rrf #1�e s�rfac� by� a pip� �e#e�tar s�a�ll be �r�st�ll�d dlr��#1�r above n�n-met�Cl�� w�ter ae�d sar��#ary sew�r �i�e. Th� d�#eci�bie ia�e shal� ba "De#c��t Tapo" mar�utact�rod �y� Al�err S�rstems, Ir��. �r �i�p���+ed ec�u��, and sh��! co�sE�# of � rnir�irrxum thick�es� 0.�5 m�Es s�lid aE�mit�um #oi4 enca��e€� in a�r�te�tive I�oE� �l�s[IC �aCkC�# [h�lt 15 Imp�tVlOUS � 2lII �(11�1�+lFl �III(21�I�F ���d�, �h�rni��l reagan�s $�rd so�vee�ts f�ur�d in the ���I. �`I�� mir�irnurr� �ve�al] thicicne�s of tho tape sF�all b� �.� mfl�, and the +�rldfh �h2�ll not t�e I�ss t�2�� tw� Mn�h�s wrth a r�inimum unil weigE�t of ��1� pot�nc#sJ� Ench��0�'. �he ta�e shall be color caded an� imprwr��ad wi#� the message as #oH�ws: 7��� o� �1tr1f#v ,Co�or C��� t�t�er��fs Waier Sew�r Safety Bl�e �af�ty �rt�en �autio�l �uried 1Nater Li�e ��Ic,w �autinnl Burieci �ower ��ne 6elow I�rstaClation o� detect��l� ta�es sh�El �e per man�f��t���r`s recarrnmer,d�t€�n� a�d shall be as �i�s� xo the gr��� �� i� p�actical for ��tir�um prot��tior� a�d de#e�tabilit�. A11aw a minimum af 1� ir��h�s between th� tapo an� #�e pi�e. P��ment for wark ��+c� as �a�k#ill, �o�ding, b��c�€in�� detec#abi� lapes, ar�d all ather associated app[�rEer�an�as r��}uire� sh�3E be �ncCudec# i� #F�e unit price bid for tY�� s�pr�priat� bid E[�m�s�. o�rr a�o� ��-� 1 P���` � , �P��II�L ��I�DITI��l� D-�7 PI�� �LEANIN� Join�s shal3 he wip��l a�r�d then in�pect�� for proper ir�stal�ation b�r the inspectors. �ach� �oir�t sha�r bo sv�rapf dai!}r and �c�p� ��ean c�uring instal�at�on. A torrkparary nigl�t �lug s�a1l b� irtstall�d �n a�l ex�osad �i�� ��ds d�,ri�rg any p�riod of wo�k stoppag�. D-�8 BA�fii�I�A���, W�IRNIhI��, �4h�D �LACA�IEN R��erenc� Part �- fiener�l Con�it��n�, ���tion �6-6.5 ��rrfc$des, VYaini��s, �nd 1N�t�h�n�n: A. Whera+�er #�e wor� l�atc�men appea�s in th�s paragr�,ph, i[ shall b� ct�anged to the wor� �12�gme�. B. !r� !�e first para�raphr ��n�s five �5� and srx �G), chan�a #he phra�s� "t�#�e al� s�rch oiher precat�tionary �neasures� to "ta�e �II r��sar��ble neceasary meas�res". D-�9 DI�PO��4L O� SPOILIFII��. I�l1TEf�lAL Pri�r t� the dl�p�srnt� of ar�� spoill�fll ma#erialr th� �ontr�c�ar shall �dvis� ihe Dire�#or o� ��gir�eetin� ��parlm�r�t, a�#�ng �� #h� �lky of �prt 1�Vt�rth's �laod Pl�ir� �1C#r71l�i�tr�tor {'�4d�nirriskra�tor"), �f �h� loc�tfon of arl sites where tha �or�tractor in#enci� ta disp��� af su�Y� mater�al. �or�tractor s�all no# dis�os� of s��h materlal untll ths pr��ased site� havo �o�n d�t�rmFnad b� #ha f�drr��nistr�tor f� m�et l�� re�uirer��nts of th� ��a�cf Pfain ��inan��s of tF�e �ity of �ort Wor#t� ��td'rrrance No, 100�f}. �II ciisp�sal si#e� rnu�t be a�prov�d by tY�e Adrr�ir�istrator t� ��rsure that filfi�� ks hat occurring wikhlr� � tlaodpl�ir� wathout 2�ermit. IA fioo�pl��r� permit can k�� issu�d up�rr a�proval of r�o�ossary �ngin�erir�y �tudi�s. �lo fi�l permit �s requirec� if dis��s�l s�#es aro not ifti � fi�o�pCain. Approv�l of ti�e C�ntr�c#�r"s dis�os�! sit�s sh�Gl b� e�rider�ced b� a let#�r signed �y+ ��e Aciminis#r2�tor sta#�ng th2�t th� s�te w� nat in a known fi��d �larn �r b�+ a Flood Pla�r� Fil� permik auThvr��in� �iN wlthrn the flo�d �lain, Any expanse� ass�ciat�d wlth ob��inir�g the fil� permit� In�lu�ling any ���es��ry �r�gineering st�d�es, s�tall be at th� �orr#ractor's exp�ne�. In th� evor�t tha# th� ���zf�cT�r dis}�os�s of ���ill�ill r�rtater�a! at 2� sl�� witho�,t a fill pertr�rit ar a!ei#er frorn th� ad�ir�ist�ator ap�rovir�g !h� �is�os$� s�ke. ���h r�a�tfica#�a� k�y it�e Direct�r of Engineer�r�g ��par�m�n#, �or��ractor sl�all r�move tfae spoillfrll rnaterfal at its ex�ens� �nd dispos� �f �u�h m2�t�r��ls in acco�d�nce with tho �rdinanc�s ot the �ity �nd thi� secti��, n�so r�E���,r���� a�a n��►r��r��.[��r�{s �.i��u TI�� �ar�t�a�to� sh�xll be req�i��d to exe��,t� a releas� of inechanics and ma#erialm�r�"s �ien� upon ro�ei.pt �f ��ym�n4. I �a:�����i������i�C•�k� T�e s�ec�fi�ati�ns for mat�rraals s�t out the mir�imum �#�ndard of q�afi#y wh�cfi� tha �at�r boliove� n�c��sary to �r�c�re � s�lisfactory proj��t. fVo substit�tion� wil! be permitto� unti� tFte �ontr�c�or fna� r�c�i�ed writt�n permission of the �r�gitt�er to ma�ce a st�bs#i#ution �ar #�o m�t�rial which �ss been specif�ad. Whera th� terrn "�r equ�l", �r'°or �ppr�v�d eq��l" ts used, Ik is t�n�or�#���I ki�et# i� a m$terial, pr�d��#, or pi�ce o} e��i�msr�# ��arkng khe narne sc� usec� is f�rntshed, it will be �p�rovabl�, �s �hc� �a�kEcul��' tr�de n�rne vuas �sed for t�e purpase of �st�blrshir�g � st�ndar� o� qu�,lity acce�t�bCo t� t�� �i!}�. If a��od�ct o� any otl�c�r ��me �s p�opo�ed f�r �s�, t�ie Engin�vr's �p�3rov�i t��teof rr��st b� obt�irr�d I��fo�'e ##�e �rogp�od sui�stitu�e is �r�curod by the �t�nir2�c�or, 1+�fhere the term "or ��ua�", or "or a�prov�d �quaE" �s n�t used in th� sp�cl�icat�or��, this doe� na� ��cessar�fy exc:lud� alterr�a�ive i#ems or rrra�terl�� �r equipmant wi�'rch may accorrepli�h t�e �ra�a� � SC-32 ���� a i s������. con����iorv� �r�#�nded p�rpose. �-E�w�ver, th� �ontract�r s�ail have th� f�all �es�o�sibifify of proving t#�a� th� pr��oseci �ubst�tut�an is, ir� f��t, equ2�l, a�d the �t��in��r, s� th� represera�ati+ra of tl�e �it�, sh�1k t�e the sole jud�e af tt�o ac��pta��liky �# s�bstituti�n�. TF�e provisi�n� �# #hls s�rb-��c#ion �,s r�iat�� �o "subst�ku��on�" shall be a�pl�cab�e t� all s�cti�n� of #h�se sp�ci�ic�tiot�s. D-fi� Pf����ON�TRU�Tk�#� T��E�fI�ION II��P��TEDI+� �F' S�4MlTARY �EIJ�f�� A. ��#��RA�: Pr�or ta t�re ��cana#ru�tion, AL�L s�c�ions of exis#ing sa��t�ry sewer iir�os #o be abar�don�d. remov�d (exc�p! wher� bei�rg repEa�ed �n tl�o san�o lac�lian), �� rahab�li#�te� �Pkpe enlargern��k. cure�-irt��i�ce pipe. fold ar�d #prm pkpe� slip-Rine, �kc.}, s�2�ll be cfoan�d, ��d � kefev�sion ir��p��ti�n p�r#armed to ider�tJiy an� ac#av� sewer setvicc� #�ps, ather �ew�r la�terals and #�el� lo�tion. 1Nork shaFl consis� �f furnishi�g aU labor, mat�rial, an�i equiprnen# n�ces�sary far ths cl�ar�ir�g a�d ins�e�ti�n of the s��re� lin�s by means of clasvd circuit t�levisi�n. �at€sf�ctory pr��a�tions shal� be takan ta pr�t�ct �he �ew�r lin�s fram �afnage ti�at mig�t �e ir�fii�ted b�y th� irn�raper u�e �f �iean�r�g e�uEpr�ent. 1. HI��-i 1��L,O�fTY J�T {#�iY�1F���l,�AIVIP,1�i} ��UII��u7�hl�: T�e hlgh-vo�ac�ty sew�r line cleanir�� e��iRmer�� s�all ba �orrstructed for ea�� and ss�e �per�tian. The ec�uip��r�t s�all a�so h�►re a selection ot f�►uo or more high-�relo�lty nazzlas. The noz��es shall be �apablo of pr�du�ing ��cat�r€ng a�tton from �� tq �.�'i [Ee�ree� �n all si�v ��r��s des�gnated to �� c�ear���. �quipmen# shaal aEso inclu�e a hig��v�lockty gun �or wa�shing a�� sco�rir�g mant�ale walls �nd f��or. Th� gun st�a�li be ca�abl� of pro�u�3r�� tlaws fr�m a#�e�e spray to a s�li�i stroam, The �q�ipmenf sh�l� c�,fry it� awn w�ter t�n+�, aux�lie�-y ��gir��s, �ump�, �nd �ydraulicall� drive� hose r�e1. H�dra�l��ally P�opelled ��uipr�rent sh�l! be �f a m�uable d�rr� ty�e �n� b� cortstructed fn �uc� a wa� that a p�rtion of the dam rr��� b� �ollapse� a� any tim� during t�� c�e�r�ir�� opc�ra#ion tn protect a�ains# floodkng af the sewer. 7he rrtiovable ��rr� �h�l] be e��al �n r�iarn�far around the outer peripF�ory to en�ure r�r�av�,l o� gre�se. I� sewar cle2�n�ng b��ls �r ather equipment �+�ich carrn�t be c�lla�sed �s used, sp�cial preca��ations to pr�ver�t ��ooding of #i�e sewers a�d pu�lic or private p�c�p�rry sl�aRl be #ak�n, The tlnw o# sewa�v pres�nt in tltie sew�r lin�s shali �e utilized #o provGde r���essaty fiu�d f�ar hy�rauiic cle��ing devrce� whene►r�t ���sGbl�. �. �L��4f�ENfi� PRO�EDU���: The cies�gnated sewor r�an�o�e� shaN �e ��e�ned using h�gh-v�l�c�t� jet equip�nent. Tk�e �q�ipm�nt st�aa! foe capak�l� o� re�ovi�g �i�t, greas�, rock�, s�n[�, an� otM�rr tr�ak�ria�� and o�struc��ons from the sew�r lines �,nd ma�ha��rs. Cf cCc�a�l'lllg 0� 2�r1 �ntire �e�tion �ar�not b� s�cc�ss�u�ly� p�r€orrr�ed fram one manhol�, the eq�iprr�eni s��,ll be �ei �ap �r� the okhe� r��nh�l� and �I�ar�Fng �g�En �#��mpt�d, !f, �gai�, s�,c�essf€,I �I�anir�g car�r��t b� p�rtorm�c� ar equipm�nt fa�fs t� �r�verse the enti�� r�'i�nh�fe secti�n, it will be ass�rrre�i tha� a major t�l��ka�o exi�ts, and the cEeanint� et�ort st��il k�e �k��ndor�e�1, I�fh�� �dt�Jki�r�af quar�titr�s of water firom fira h�drant� is neceseary to $vai�l dela� ir� normal woekir�g procedu�es, �ha watvr shall b� conse�ve� and not us�� unn�����ari��r. fVo fiire I�y�r$r�# s�all be obstr�cted �e� c�se o� a� #Ire �n she a��a s�rved �y th� hydrar�t, Before using any water ��om ihe �it� lrtifater Distri�ut€or� �y��em, tk�e �on�rac�or s�a�l appl�+ for a�� r�ceivo permi�slo�t trom the 1N��e� �e��rtma�t_ The �antr�ctor sP�a�l b� res�or�slble f�r t�e wat�� me#er ar�tf ��latad �harge� for tFta sat�p, ir�cfuc�ir�g t�e wat�r u�a�� t�ill. All expens�s shall b� c�r�sid�red ir�c'rd�r�ta1 to c€ear�ir�g. �. DEBFiI� RE�1�VAl� A�ID Dt�P���4L: AI� slt�d�c�, dirt, s�nd, r�ck, greasm, ae�d �ti�er solld or semisolld rr�ateriaJ eesufting tr�r� �he ��eaning operat�pn �h�ll �e remo�ed at t#�e downs�ream m�nhole of �he s�ctiar� bein� �leane�. P�ssing r�at�rtal �r�� manh�le ��� ��-�� i � � ��4�� � � ������1� �i��i������� — _ se�ti�n �� ma��hn�e secii�n, whac� co�ld causv lir�e sta�page�, a�cumul�,tion� ofi sand i� wet w�lls, �r �am��e �rurrt�knr� eqUipmertt, s�all r�ot be p�rmil�erl. 4. A'` �al�ci� or sem�salid res��tin� from the c�ear�ir�g o�erstRo��s �h�all ba ��mave� from tha s° ., anci dispas�d �f at a si#e �lesa�nate� �y the Engineer. ►�II m�ter�als �h�ll be removed frr�m th� sfte no less oft�n t�ran at the end af a��h wc�rkd�y and dispos�c� of a# �� addi�ior�aC cost to t�e �tty, 5. ll�D�R �E� �IR�U��7�►N�E �HA�L �E1+ti1A.�� ��# SC}LII�� F��MOV�D TR�Ef���R�M �E DI�NEP�D �iV�� ��I���T� OR INTQ DiT�HE�, �A7�H BA�I�l�, �T�RfV4 DFkl�IN� �R �A�VCTARY ��W�R A+I�NHOL��. �. T�L�1lI�f�P,1 IfV�P��T101�,1 �QUIPh�lEN7: T#�e tele�r�si�rt carnera us�d f�� ihe ins�ectior� sY�aH bs or�e s�ecifi�a�ly d��igne� and con�tr�,ct�d for su�h ir�s���tion_ ��g�ting for th� �arnera shall b� �uit�t�le �� ��low � cl�sr pi�#+�re �f t�e ��tire p�ri�l�ary �f the pape. The ��m�r� shall ba opeta#�ve in 10D°� #�urr���liky c��d�kior�s. The �amera, tekevisi�n mor�it�r, and other c�mp�n�nts of t�v vi�le� syst�m s�all ba capa�l� of pro�iucir�g p�ctura q�a�ity to the satasfa��ior7 of the �ngFr�et�r, an�1 if ur�s�tisfa�tory, o��ripmenk s�tall be rer�aved �nd r�t� �ayrrtent wil� b� rr���e for �n �nsatist�c�ory ir�s�e�tion. �, �7CE��TI�N: 1. 7'E�.E111�1�lV IN�P���10�1: Tfi�e �a�mora �half be rn�v�d throu�h th� Gne ir� aither dit��tion at a m�d�r�.te rato, stopping w�er� n�cessary �o p�frr��t �ro�e� d�cu�nont�lion �f a�y �ewer �e�vic� taps. In no ���� v�rGll l#to #el�vis�or� catne�a �o pulle� �k �, spoe�i great�r t�ar� �� feet per mir�ute. �?anu�l wir�ck��s, power win�t�es. 1"1r cable, and pou�are�i rewkr��ls or �ther davic�s lh�,# d� n�t obstru�t the c�mera viev� or ir�t�r#�re wit� pr��er d�cufn�nt�tk�rt sh2�ll be �se� �o move th� camera t#�rough th�e s�wer lie�a. 1�lher� mar�u�liy op�rated winch�s �re us$d ta �u11 #he te��vis��n ��mer� ti�rt�ugh ��e kir��, [elo��a�es or o#her su�ta�l� rnear�s �f cor�rrnun�catavr�s �h�11 be �et up bekwa�r� the kwo manhol�s o# th� �e�kiar� ��ing ins�oc��d t� er�sure g�od co�-rmur�i��tf�ns be#wes�3 mvrrw�e�'� of t�e arew. The FmlD�rtance af accu��t� dksxar��� measur�m�nt� �s e�n�aha�Jz�d, AI� tefevision in��vc#ion ►rideo t�pes s�ra�l h$v� � fookay� c���rter_ {l�easur�mer�t !or ko�alio� t�f sewer s�rvi�e Iaps shaU ka� a�ove ground by mear�s of m�ter d��ics, IN�r�ting or� tho ca�le, c�T the like, whic� uv�uE�l ret�t�i�� ir�#erpol�f�on f�r tl�pth o� manl�ole. will r��t b� a�lowe�, l��:cur�,cy �f ti�e distar�ce meter s���l b� �heck�d �y us� c�f �, vu��kir�g mete�, roll-a-tape, or �the� suita�le d�rri�e, �r�d !he �cc�+r�cy s#��II be satlsf��t�ry �� th� �r�gineer. Th� �Ity �akas na guarar�te� that �II �f the sar�itary s�w�rs to b� an#�r�d �re cl�ar for th� p���a�e of a carnera, Tho me#hods used tar s�curin� ��,s���e of the c�m�r� �r� to �e at tho option of t�e �ontrac�af, Tt�e �ost of retrievir�g the Tel�vis��n c���ara, �n�l�r alt cErcu�nstanc�s, wT�e� ft be�omvs I�c�g�d ciuring ir�sp���ian, shall b� inci�or�tal to T�rl�visran ir��pac�iar�. �. D��L�N#��TATI�[�1: Tele�rfsior� Gns�ec[�on Log�: Prir�ted location r�corcfs s���! be ke�t ��r tE�e �ant���tor �r�d �v�ll olearly sh�w the ioc�ti�n in relati�n #o �r� adt�c�r�t m�r�hal� �f ���h s�w�� ser+r��� taps abse�ved �uein� ins���ti�n. In �C��II�E0�7, o�har poir�ts of sigr�itic2�r�c� �ucM as lo���i�ns of urtusu�� con�it�or�s, rc�o�s, storm sew�ar �or�i�e�tions, �slr�� ��-3# P�RT b � �P��lAL ��IVDI�I�C�� brokc�n pipe+ pres�nce af sca]e and corros��n, an�l oxh�r d�scernible fe�t�,r�s will k�e r�corded, �nd a co�� o# such r�cot�s wrli bc� suppli�d #� #�e ��ty. 3. PHOTOGRAPHS: t�levis�an pic#ure �ngi�r�er, �s Ion �p�r�t�ons. Instar�t developing, 3� mrn, or �ther s�anc�arcf-sExe �hot�gra�hs �# #ha of probGem� �h�ll be taken by th� �ontract�r upon raq��st of tha � a� s�c� ���otog�ap�ing c���s not fnterfere wi#h #h$ ��ntr��tar's �. 1111����A�� R��OR[?I�V��� Th� purpos� �f ��pe roc�r�ing shall be t� s�p�ly a vi�u�l and a�dto re��rd �f prot�lem areas of the Cir��s #hat m�y� �e re�Eaye�l. Vid�� tape rocardin� p�ayba��c s#�al� b� at ih� sam� speed that it was re�orded. The teEe�rision tapes shall �o turtrish�d to t�r� �ity tof reviow immo�ia#ely up�n c�rtMp�etiort of t�e telev����n ir�s����M�r� and may be retained a m��cimum of �D calondar day�. Equip�nen! sF�a1E kr� �ro�rided ta the �ity by the ��n�fac�af �or r�view �f tl�e tapes. 7apes v�ill b� ret�re��� �a th� ��rnractor u��n com�€eti�n o� review #�y #he Engir�ee�'. Tap�s sh�Rl �c�t �e erased with��t t�re permiss�an �f il�e Engine�r. I# ti�e tapes �re o� ���h poor qualiky that th� En��r�e�r is ur�a�le t� eval�at� t�e ��nditla� o� the sev��r Ifne or t� lo�ate servE�e� cann�ctions, t�e �ontractar sY��ll be req�ir�d to re� t�levis� ar�d �rovic�e a g�oc� t�pe of the �kna �� r�c� adc�it�o�al ca�# to the �i�y. I# a g�o� tape cane�ot be pr�vided t�f su�h �uality t�r�t ��n b� re�i�wod by the En�ir�e�r, n� p��rr�er�t f�r t�le�+i�i�g tMis portion shail be m�de. Also, no paym�nt sh2�ll b� e��2�de f�r �ort�ans �f I�nes not teEevised o� par�Eo�s where manhole� ��nr�al �e neg��iated wit� t�e �el�+r'rs�an camera. T1�� �APE� �HA�.�. B� �UBh+1ETT�D T� 7H� �NClEVEER PRIOF� T� ���V��RU�TI�i� F�A R�11€�4V Ak�D EiETERh+11�lASI�iV �F ��1��_ Upor� completion of review �f the xa�es b� the �n��neor, th� �ontractor will be r�otkfied as €a which �e�#ior�� �4 the ��r�it�ry sewor ara to be cafrec�ed. Tap�� +�r�+�lk be returned �o khe �an#r�ct�r u��n �am�lat��n �i ��v�ew ��+ the �ngrne��. A11 �osts �ssociate� w�lh this w�rk �hafl be ir���den#al to ut�it pri�es ��d tor itoms �n�e� Teievisian Inspe�tian o� the Pr�ps�sal. �. P�Y14��hIT �� �L�AEVEN� Al�i� P��,�����I�lJ�Tl��l T��E1fI�lOh! iN�P��TI��V �F �Ah�ITARY S�WEI��; 7he c�st for Pre-�onstruction �lear�i�� ar�d 3elov€s€on En�pection o� sa�i#ary s�wers �h�ll b� per linear �oot o# sewer actuall� t�ievised. 7he ��ntract�r s?t2�ll �rav�d� the Eng�n��r w€t#� tapes of a quaEity t�at tfne ���ticular �ie�e �f sewer can be r��c�i�� evaluated as #a �xis�ing sewe� �or�dikions a�d for pr�vid�ng ap�ro�riate rr��ear�s �c�r revr�w of the tapss �� the Engin�er Ir��ludir�g coll�c#i�n �nd removal, Erans�orta�ron snd �ispas�l �f sand �nd d�br�s fr�m xhe sew�rs #o � I�gal dump s�te. Televisi�n �r�spec�lor� shall �e�cl��a nec��sary �I�a�f�g �h�rdxaulic jet or fnecl�ar�ica� �lea�n�r} ta pfiovi�e rrideo wma�a requ�re� fa� �ir�e ana�ys�s. T�e prEmary purpose of cl�a�in� Js t�r tei�visio� wn�pecti�n ar�d r�h.abFlit�tia�; w�r�n a partior� af a�in� is r�o# or �anrrnt b� teleuis�� ar r���bil�tated, t�� cfeani�g afi th�� porkion a# Ilr�e s#�a�G be irtcide�+tal a��d no �ayment sh��l be ma��. The �i#y rr�ak�� no guar�ntae t�at all ot the �ar�it�ry s�wers E� be er�tared �ra ckear �or t�e }��ssag� of a carrwer�. Tha r�vtl�ods used for s�aurir�g }�assage of t�� camera are t� b� a� th� o�tio� of the �orrtr�ctar, and the �asts rr�usl �e ir�clu�ed in t�� bid price ��r T�l o�far� S���S I��IRT [] - '��I��, ���VbITI��� -� E�s�e�#iorrs, 7he c�st +- i ratrieving rha TV �arr���a, �nder all cir�r,ms#a�ces, �+hen it beo��es lodge� durinp In�pectiof�, s�all be ir��i�ar�taC t� TV Ins�e�x+�n. 7#�e fte�n shall also ir�c��d� alk � Fs af �r�staf�i�r� and mainta'rnir�� a€�y ��rpass p�mping raquired to �rovi�e r�diabie, reguRa �r�r s�rva�e to �he ar�� rea+�er��s. All by��ss pumping ��alf b� in�i�ental to �#�e project, D-�3 11A�UUM T��TIIV� OF SAhiITAFiY ��1NE�1 h�ANM�i�LE9 �1. �ENERAI�: 7his item shall go���r tie va�u�rr� testi�g of e11 r�e�rk�r constru�ted sanitary s�wer manhvl��. B. �?CE�U710h1; 1. TE�T PR��ED�.tR�: M�r�h���s s�all be va�uum tes#ed pric�r t� �n�r ���eri�r groutln� with a1r �onr���tions in �lace. �itt holes �hall �e pl+�gge�i, a�d all drt�p��on�v�tion� �nd gas s�afir�g cvr��e�flons shall be ir�stalle�l �rior to t�sttng. '1'he saw�r lines en[erie�g the m�nho�e shall be plugged ar�d #�ra�ed �a pr�ven� t�� pJugs f�r� �eing dr�,wn int� the rr�an�roie. T�he plugs shall be insta�le�i ir� the lines beyor�d #I�e �r�pY�or��ect��ns, �as ����ing canr�ecti�ns. et�. Th� #est h�ari shal� b� place�l ins�de t#�e frame a# #he to� af th�r manho�� and in#lated i� ac��rdan�e wilh t�re ma�utact�rer'� rec�mm�nds#i��rs. A��c�u�n af #e� inct�e� of m�rcury (�0"F�g} �l�a�f b� drawn and tF�� va�u�m pump will b� ��rrr��d off. 1Nith �f7� v&ive c�ased, t�e leuel af vac�um sh�,lf �e resd after t�ro r�quired t��t time. The re��i�ed tes� �`rm� shall be ��terr�Gr�ed #r�m tk�� Table I b�low in �ccordanc� with A�TM �1��4-�3: Tabl� I M1N�NIUM "�1ME ftEQI��R�p F�R I�A�UUCUI D��P �F 1" M�.���'+Hg � �"H9} fS��� De�##� of IuIM. ��-Inch I�fa. BO-�n�h I�ka. _ �FT.} M�nhol� �u12�nhoEe Ot�i�' 18' �0` ��` �4' �6' ��' �0' �or Each �4dt�itional 2' �3� s�c. 4� sec. S� s��. 55 se�. �9 sec, �A sec. 6� sec. T4 �ec. 5 s�G. 5� sec. �9 se�. 6� sec. 7� sec. 78 sec. 85 sec. �1 sec. �� �ec. � sea. 2. A���PT�1N�E: T�e manhola �h�ll bo co��si�iered accepiabro, if the �iro� �n th� Iov�l of vac�um i� fess tk��n �r��-��ch �f iner��,�Y (�" �Jg� aft�r the rec��,i���l test tirr�e, IAn� �ranhofa. w#�ich fails to �ae� t�� in€tial #est, m�st be repaired �� ei�har pr��sure ��autin� ti�raug#� t�ry rnanl�ole wa�ll ar dlggir�g #a ex�o�e tho exte�iar w�,. �f th� man�ake in or�er t� �srrara� ��-36 - ���� � 4 ���c���. �o�v���r�or�s I�cate tk�e I�${c an� seai It witfi� �n epoxy seal�n�. �he mant�o�� sh�1G b� retes��d a� c��sc�ibad a�ave untM� it has �uccesstukly p���e� the #�st. F�llowing ��mple#lon ai a su�cessiuk test, the m�r��a�e shall be restor�c# t� Ets norr�al conditFo�� all temporary plu�s shall �e re�nave�, all bra�vs, eq�ipm�nt, a�r�k c�et�ri� s�aal be rama��d �nr� �i�po�ed of i� a rnanner sa#isfactory to th$ �ngie�eefi. �. �AYMEiV�: Pa�me�t f�� vac�uum �asting �f s��it�ry s�wer rnanholes �#���1 E�� p�id �t the c��tra�# prtct� p�r esc� va�u�m test. This pri�� shall knclude al� rnate�ial, 1��0�. �quip�nent, an� a�l 'rnc�do�ta�s, in���,dkn� a�l b�pass p�mpar�g, req�ired to complet� #h� tes# as �pacif're� here�e�. �-�4 �YPA�� RUM��N� �'he ��ntractor shall by�ass th� sewag�r srou�d the s�cti�n or sectio�s af sewer to be rehab�lilat�d �n�Jar r�pE�ced. Tho b�pass shall be rnade by piug�ing exis#ing u�str��� ��r�hole anc� �umping the s�w�ge i�to a� c�ov�+n�trearr� mar�fY�ie or ��ij�,ce�t sys#em or other r�ethod as r�ay #�e $pprov�d �� the Er��ane�r, �he p�rnp ar�d �ypass Ilnes ��r��� b� a� adequate ca�acE�y and skze to handle #he flow witl�out sewag� back�,p �c�urrin� to ���ilities ao�nected to t�e sew�r, Provisi�ns s�all bo rr�a�o at dr�vewa}+s a�d stFeet cr�ssing� to permf� s2�fe t+��icu���` #�'av�l withou# interruptir�g llaw in t�e �y���s s��te�n, Urtder no circurr�s#��ces will tho �ontr�ctor be permitied to cfischa�g� sewage into ti�e irenc�vs. Pa�rNrien� sF�a�l be incident�l to re�abiilt�t��n �� ��place�nen# o� thv sewer line. p-GS F�OST-�4h19TRU�TiON T�LEVI�I��f IfV�PE�TI�IV �� �AI�IITARY ��WE� �. ��N�R��; Aiter �onstru�iio�r, ��L �ections �t ��nktary ��v�,+e� ki�e� shafl h��r� � tel�visdon �ns��rction per#orme�f k�y 2�� ir�de�rer�d�n� subY�onir�c#or �ir�d by� ihe prR�ne ��rttractor. 1NQr�( �h2�ll �Oft�1Sl �f �urniSl�in� a�l ��bor, mater��l, �nd equFprnant ne�es�afy for kns�ection c�# kh� sew�r I[nas by means a� clo�ed circuit te�evwsiorr. �atlst�,c#t�ry pr���t�#�on� shaH be #ak�n to �rote�t �h� sewer lir��s fror� d2�m2��e �h�t migh# be inf4icte� by tho improper �se ot clear�ing eq�fpm�nt. B. iELEVi��Ohl lhl�PE�71�� EC�L�IPN���T: The t��evisron camara uso� t�r t�e ir�sp�ctiorr shall be ono sp�cifically de�i�ned anc� constructo� fo� suc�r knsp�ctior�. �ighting ��r tl�� �ame�a shall be op�r�tiv� in 1�f}'�6 #�u�nitSfty cor�ciikio�rs. 7k�e c�.rr�era, t�levi�ion rn�n�tor, and �#h�er cornpo�,ent� �f tF�e vJdeo s�rs�em sl�all be oapabie o� {�r�d�+cir�g pt�iure �t�ali�y to t�re �at�sfa�t��n of tt�e ��ganeer; and wf un�atisfa�tory, �yui�m��t sk��ll b� rerrtia�+�d �nd r�a pa►�mee�t w�A b� mac�� f�r an unsa#isfact�ry ir�s���t�on. �. E���UT��hJ: 1. T�LEVI�IOfV �h1�PE�TI�IV; ihe c�rnera sl�all b� rr�vv�d t�ra��t� ihe 1Mn� it� either �ir�ction at a mode��4e r�#�, s�op�ing wi��n r�ecessary #a permit �r��er docum�ntatior� �f an}r sewer s�r�i�� �aps. In no c�se wil� t�e tele'�iskor� ��rnera be pul�eci �t � s�e�d �reatc�r tha�r� �0 fe�t p�r minute. Man�a� winches, power wi�ches, TV cab4o, and pow�ro�i �ev�+�nds or �ther c�evi�es t�at �o not �bstr��# tl�e c$mer� vi�w �r inte�fer� with proper documenta�t'ran shall �e used #n tnav� khe �arr�ara thr�a�gYr t�re sewer IEne, h�o moee than �AO� linear feet af pipe wilM �e tel��+i�t�d at orr� tFme for rev�ew �� ihe Engir�e�r. 1+�lhen rnanu�iMy c�paratad w�nc�re� ar� used t� p�€I the televisiar� came�a thr��gh the If�+e, t�iephar��� a� ather suitabla means af c�mmuni�at�or�s �}�all b� set up be#waan #�r� �+c� cr�✓ra�o� SC-37 P�FiT D � �f�E���L ���Dl71�IV� manhokes �f the sectio�t being inspe�#ed tt� ensufe good cor�municat��ns beiwean mamb�rs ai ihe crew. Th� impor#�n�e of �C�u��te tiist�n�e meas�re�T�et1k� is �n'��f12��lzed. All t�aevf�i�n i�specta�� v�de� tap�es sl�all ha�re � f�otag� ��u�ter. �lvasurerr�ran� f�r loca�l�n o� sev�rer service taps shall be abave �ro�nd by mearr� of m�to� devi�e. Iurarkin� on th�e cable, ar #�r� Ilk�, wh�ch would r�quire interp��atian foe depth �a# rr�ant�ale, will n�t be alloweci, A�cur�c�r of ��e �iistanca rrreter �hall �e c4�ecke�i �y �s� of a t�r��king r���er, roU-a-tape, or other suita�ble d�vlc�, and tF�c� accuracy shall b� sat�sfa�tt�ry t� tk�� �ngineer. The �i�y m�kes no ��a�,rantee t��� all a� xho sanitary s�wer� t� be �r�t�re�l �re cl�ar �or the passa�� o# a camera. TI�� meti7�ris use�J for securi�rg pass$ge o� the c��rt�r� �re to be �# the o�tio� of t�e �o�rtract�r. The cost �r r�trievin� t�e Te€evisi�n c�mera, �r�cfe� aEl ci���,mstar�ces, v�r�ren kt beo�rr�as lod���l d�rin� 'rnspecti�n. shal! be i�c�cl�n#aG to Tef�visio� inspection. ��r�i��ry sow�r mair�� m�st be laced w�th �rtough water to fill a�l low pants. Thv television ins�eatior� rr��st b� done imi���ia#�l�r fa�t�w�r�� ihe J�,cin� �t tk�� maarr wlth na wator fiow. If sew�r is acti��, #Ic�w mu�t b� re�tricted to pra►�i�le � cl�ar imag� o# sewer being ir�spe�tec�. �. D��UNf�I�YATIOfV; T�I�visi�n In�p�ct��r� Lo�s: Pri�te� Inca#i�n re�ards sl��ll be Ice�t by th� �anir�ctor and wil� ���art�r sliow �he ���atE�n ir� �elation t� arr a�jac�nt m�rrh�l� of e��t� s�wer s�rvi�e tap obse�ve� during insp�cki��. �411 television I�g� s�all bc� referen�ed ta stat�oning �s sh�wn on tlta p�2�ns. � cop�r of t�rc�so t�rle�asion I�g� wkli be st�pplked to ti�e Cf�y. 3. PHOTOC�RAPH�: Ins�ant d�v�I�pEn�, �� mm, or other �tan��r�!-si�e photo�rap�� of the i�la�r�s��r� �i�tur� o� pra�lems �hail t�e tak�� by+ the �orrtr�,�tor trp�r� requ�si ot trie �n��neer, as lvng a� su�h� photograp�kng doe� nox int�r��re wi#h ihe �ontract��'s oper�tior�s. 4. VIQEO�A�E RE���iD1EV��: The ��r�ose �f tx��e f�cordin� sh$�I be to �upp�y � visual ar�d at�clic� r�co�c! of pr��lem areas at #he I[�'I�S �hat ma}+ b� replayed. V'rdeo la�e re��r�wr�g �la�ba�lt sh�l� be at th� s�ms speed t�rat i� was re��rde�. The televisi�r� tapes s�akl �e f�rn�s�r�d to the �Cty for re�+��w imrr�e��ately upor� completion oi tY�o t�lovi�ior� �ns�e�tion and rri�y b� r�tainod a maximur� of �0 �alentlar da�s. E��ipmen# �hall �e prnvid�d to t�e �Efiy l��+ xk�e ��r�tractar for revi�rw of �ho tap�s. T�pes will be r�t�rr��c� t� the ��ntract�r �rpon camp4�t��r� c�1 r�viow �y the �n�ir�eer. Tspes sha�l r�ot �e erased wlthout the pormis�ion af t#�e Engir�osr. � t�a �aqe� ar� af su�}� q��r pualitV th�3# th� E�afneer is una�le to�valuate the ��nditfor� of lh�r s�w�r line qr t� i�c��t� serv��� �or��e�tic��s. the �antrac[�� sh�l� e raquir�c} to r�- telo�ise and arovide ��c�a�_ka�o �# the �in� �i rto �tid�ti�n�t cost ta t#�e �Ftv, If a good tap� cann�t b� �rovi�e� of suc� ��ality tMat ��n �e revi�wed b]I th�e �r��ir�ee�, na �ayrr��rrt for t�l�vising th€� p�rC[orr shall �e r�ade. Also, na �a�menx s�all be made ��r �n�ti�r�s of lines not lelevised or p�rtlor�� where mar�k�ole� c�e�n�t be r�ego#iat�d wi�h� tt�e ta�a�ision camara. R. P�11'��NT �F PO�T-����TRU�T�O�1 T�1��1I1�[��1 I�I�I�E�71��1 O� ��4h�IT�R�1 �EI+�f�R�: The cast fa� post-��nstru�tian Tele�ri�ion Ins�e�ti�n o# sa�nitary se�ers sha�G �e �er Ilnear f�a# �t s�we� televised. T�s �a��r�ctor shall prc�vide t�e Engir�aer v�rllh tap�� of � ����r�� SC-38 P��� D # �PE���L ��EV�ITI�IV� q�alik�r tt�at th� particular pi��� of sewar can bo eeac#il� evaivake� as �o ���n+er �ont�itions �nti tor providing a�pr��ar�ake rn�ans for ���+ie�tr �� th� tap�s b�r t�te �r�g€n��r. �'el�visEor� inspe�ti�r� sh�kl inc�ude r��ces�ary cle�ning �fiyc�r�uli� ��t or mecha�ical cla�ner} �o pt�vitic3 vidao ima�e r�quire� for �ine a�aly�is, 7fna quai�tity o� 7V ir��pe��ian sh�ll be m�asur�d as the tot�l 1��gt#� o# r�ew �ipe ir�s�a�l��#, �II c�sts ass�c�a#e�i �+iih thi� w�rk shall be in�ludetl in th� appro�riate bid item -��st-�or�struc#i�n T�k�vision Ir��p�ckion. �'h� i��em s#�a11 also ir�clude all cost� of installang an� maintair�ir�g an� by���s pure�ping �equired ko pro�ri€�e rel€��le, re�ul�r S�Y�+�r S�r'Vice to t�1e ar�� reS1��n�s, AI� b�p�,9S �3U�p1�1� sl��l] be i�cident�l �p the ��o�e�#. D-�6 �AMPLE� A#�D Q11�4L1"i'Y �DNTft�� T'��TIN� A. Th� �ontrac�or shall turnisi�, at i�s awn experrse, �erti�icat'rons by a�rivate I�borataey ��r all mator'rals {�rapased #o ba u�ed a�+ rhe project, in�l�ding a rnix �e�igr� for ar�y asp�al��c an�i�or P�rtla�rd c�mer�# �on��ete t� be �sed, and gr�d2�ti�n analysis �or s�nd ar�d cr�she� �tone to �e used �I�n� with thv r�ame �t the pi# trom w�i�n th� material was t�ken, Th� ��r�trac�or shall pr�tri[fe m2�nutaci�rer's c�i�i#icakior�s �o� all rnan�faciur�d items t� �e used �n tYte projec# an� will �ear af�y e�cpsnse related lh�reko. 8. T[��ts �f t�te [�esi�n cbn�r�te m�x shal� be rna�e �� Ehe �ontr�ctor's Ea��rat��y at I�ast nine days pr��r to th� p��cir�g ofi ��ncrata ��i�g #h� same �g�regat�, ce�ner�t, and mork�r whicl� �re to be used later ir� #i�� c�ncre#�. Tho �ontra�tor s#��I! pravida a certifi�d co�� of the �e�t r�rs�lts to ti�e �lky. �. C�Ual�ty �pntf�l teslir�g �f in-p��c� �a#�r��l on thrs pr�j�ct wi11 �e po�foerrred �y �he ci#� �t �#s owr� �x��r�se, Any r�#�stin� ret�uGre� as a r���lt ot t�ikure af tF�a m�t�r��l to me�t proj�ct spoc�fi��ki�n� will b� at th� expen�� ot th�e cantra�tor �xnd wifl be biiled at comma�ci�l r�te� �s determin�rd b�r the �k#�r, 7he ��ilure of th� �i#y to rnak� �r��r t�sts ot m�t�ri�4s shall rn no +n+2��r refiev� the �o�t�a�tar �f its responsib�lit� t� f�rnish ma#�rial� �nd e�uiprr�en# c�r�formin� ta #h� r�t�u�rem�nts of #�te con�r��k. D. N�� fess #ha�r ��4 1�ou�� no�ice she�ll be �rovi�r�� to #I�e �ity by th� ��r�k��ct�r for oper�tior�s rec}uiring #est€ng. The �anlrac4ar sh�fl pa'�va�ke accass �nd krer��h safety sys��rro {if required� for the s{te #o �e kested, and ar�� work eif��t i��ral+rad is dev�'+ec� #� �e incl�ded in #he ur�it pric� �or the itorr� beNng tes�ed, E. Th� ��nlr�ct�r �i�all pra+rid� a�opy� of th� k�ip trcket �ar �ach loatl o# fill mstori�� d�livered to the jab si#e. T#�e ticke� shslf specrf� iC�� ��rne o� #�re pit ��p�lp�n� th� f�ll ma�erl�l. D-�T T�1�1P�i����f �#�0����, �EDJMENT, �4�1D WA7�R ROLLUT�OfV ��N"�R�L A. DE��F#I�'7'I�}�t: This it��n �hal1 corrs'tst �f ternporary soil erosi�n s�dimc��� ar�G water �o1Mut�an ��nt�ol measur�s deemed r��cessary �� ##�e Engi�eer 1ar ti�e dur�tior� �� the cor�track, �'hasa �ontrol m�asur�s shaCi at no tlm� be �sed as a sub�titute for the �ermar��nt con�rol measures �r�lass �therw�se dir�cted ��+ �Fre E�rginee� and th�y shall nat include m�as���� #ak�n by the �D�7F�A��'�R ta cantro� cond��iar�s cr�atad by I�i� car��xruc�Eon oporatlans. The t�mp�rary rne�su�es sttalf incfude dfkesT tl�rr��, b��rrts, setl�rn�r�t basins, fib�r rrtats, ��,�e r�et#ie�g. ker�porary s�eding, straw mul�h, asp�aat m�Mcl�, plas�ic lin�rs, rubb�e Ilners, bal�d-hay r��ard�, �I�kes, �I�pe drains ar�d other d�+ric�s, B. ���i�7RU�T10N i���Ll1f��M��lT�: Th� �r�gin�er has the authority to de�f�ne er�di�le eart#� �nd the au�h�rit�r to IEmEi #he surf$�� area �i ert�dEb1�-earth m$#�f�al exposed by proga�ln� u�,a�� S�-3� ���� � � ������� ��r��rT��n�� - - right�of�way�, clea�ing ar�d �ruiabFng, t�te �ur�ace area of erod�blerteart� rria#�ra�t �x�ased b� ex�a��tior�, borrow �,nd to dire�t t�e ��EVT�kA�TOR to pro�+ide terrMporary pollutior�-can�ro! m�asures to ��event cor�tarrri�a�a�rr of a�ja�er�t sfreams, o�her water �ou�sas, la�C�s, �a��ds or athc�r ar�as of wat�r kmpc�u�d�rtent. �uch work m�y Gn�roive tk�e construction af terr�porary borms, dtkes, �ar�s, s�dGme�k b�sin�, �l�pe d�ain� �,�d us� �f temRorafiy mt�lc�es, mat�, s�e�ing, a� ather control dc�vices o� i�ethods directed b�+ i�e �ngir�ee� as� r�e�ess�fy ta contrvl soil er��ion. Ter�po�ary �ollu#i�n-con#rol me�sures shsll !�e usetl #o pr�v��rt or �orrac� �ra�i�n th�t m�� devefo� dur�r�� c�n�truction prior t� ins#aElati�n �f perrrranent polls�tian contr�� ieat�re�, but are not as�a�iated with ��r�r��nent conxr�l fea��res o� the project, T�e �n�i��et w�ll Ilm�# khe �re2� �f pre�aring eight�of4v�r�,y. c[earing and �ru�b�ng, �x����,ticr� ��d borrow to be �ropartion�l to th� ��NTR�4�T�#�'� c�p�bility an�1 �r�gres� in k�c�p�ng t�� fi�i�� gradfn�, m�I�F�ang, s�edin�, and �ther such p�rmaner�t pollut��n-��ntr�l m�a�r,�e� c�rr��nt in �c�ordance wf#� th� ac�pted sahed��e. �hauCd s�a�onak ��ndlti�r�� rr�ake such fimitatian� unr�ali��k�, tempafary soiC-oras�a�-contr�l rt�easures shall be pertormeal as dirented by tha ��r�inee�. 1. Was�e �r d�sgosa� �re$s ar�d ��n�tructinr� r��r1� sk��ll b� I�ca#�d an�l c�n�tructed ir� a rn�r�ner tha�[ w�fl minim��� lh� amo�nt �f s�dim�n# �nterir�g strea�s. �. 1Nhen �+roric areas or mat�rial sour�es �re Co�ated fr� �r adjacenk #o live stro�ms, s��h areas shakl be separated from t�e strc�a� by a dtke �� �th�r barrier to ke�p sc�d�m�nt tram entering a#lawing st�eam. ��re sh�l1 �e kaft�n durit�g the aons�ruction an� re�ova! af �uch �a�rri�rs �o rni�imi�e tl�s mu�ld�ring of a stream. �, All wa#e�wa�rs s�all b� �I�ared as �o�ra �� practica�,l� o� fal�� w�r�: p��ing, d�bris �r other obstructGons ptaceri r��,fiing constructic�n op�ra#ions th�t �r� ��ot a pa�t of the flrris�te�! +��rk, 4. Tt�e �ontr��t�� �E�aEI t�ke suff�cront p��c�uti�n� to pte�r�nt ��Il�tion �# �tr�arr�s, I�k�s a�d r�serv�irs wifh f��Is, olks, h�itumens, calciu�� ��loricte or �tY��r Marmf�l �rraterials. H� sh�ll c�ndu�t ar�ci s�h�d�l� his opetati�r�s �� 2�� [o a�roid �r minimize salk�kion of si�e�ms, �2�ke� a�d reserv�irs and to avoid Enterfero�ce wili� m�ve�er�t of rf3i�ratory fish. �. h+1�A�URCiUIENT A�l� �AYN���1T: �II wn�ic, rnat��ial� and equipmont necessary �o pr�vid� kem�oraty er�s'ton c�ntroi shakl be c�r�s€�or�d ��,bsrdiary io the car�tract a�d r�o �xtra pay uviil be giv�n ��r this wotk. D��� II+l��k�S� AND EGR���lQB9T#�U��'I�N �� 14��E�� T� DRf11�� The �o�tra�#ar ��rs�l p�ovkde �n�ress and egress ta tF�o pr�p�rty b�ing c����e� �y t]�is can�truct�on ar�d a�jacent property �n+hen c�nstruc#ion i� nor in �rogr�s� an�l at night. D�i�res s�all be I�ik acc�ssabl� �t ni�ht, on weeke�ds, an� dur�n� h�i'td���. 1`�e �or�tractor sh�l� ��r�du�t his ��tivrttes �o rr�inirni�e ol�struatlo� �# ����ss �a draves and proporty cl���ng the �rogrv�s v� �anstt���tion. �l��ifi�a�tion shalC be macfe to an ovuner �r�ar #� hi� dr�v�wa� b��r�g r�move� an�lor eebuilt. 17-�� P��TE�TIDN �� i��E�, PLAI�!"r`S AND S�IL ��I �roperty afonc� and a�jac�nt to the �on#ract�rs' o�e��tki�ns ir�ckuding €aw�s, yar�s, �hrubs, tr��s, �tc,, �#�all t�� praser�ed �r restare� after compl�kion af �ha w�ric, t� a�onc�it��n eq�al to or better than exlsked prior #o star# ot wo�€c. Any trea� �r oti�afi landscape fea�ures s�arr�c� ar d�m�aged by tho �ontractor's op�r�#lans shall �a r��tore�f or r�pl�cad at �h� ��n#ra�#or'� ex�er�se. TrGmrnln� ot pr�,n€ng to fac�litat� the wor�c wirl be p�rmitted �nly b� ��cperRer��ec� w�rkrrMert in �r� apprav�d ms�nt�r �hlo krammi�g ar �runi�g a�rra�o,� � ��-4Q ` — � P�F�� D - �P��I�L ��[VDI�I�1�#� w�t�au� t�e �ropeety owners' c�nsent�. �'runed limbs of 1" diarr�ete� of largor s�r�al be ��or�u�l�ly troated a� soon �s �ossible wiih a tr�� wot�r�d dressing. Q�7� �1TE RESTORATIOhi 7he ���tfa�tor sha�� be r�sp�n�ibl� ��r ��stc�ri�rg th�� sit� #o origir�al grade ar�d ��nd�tiar� aft�r corrxpletion of his opara�ior�s subje�t ta $pprov�l of #he �ngineer. The ba�s�s �or ��prova! ��r th� Ertg'tr�e�r will �o grad�r r�storatian to plus minus or�e-te.nt�t {�.1 j�f � toot. �-7'! ���'Y �� �'�RT 1NORTH �TANDA#�D PRODU�� 11�7 P�oposod products s�bmlt#ad in th� bid d�cume�ts tl�ust a�pe�r in �he k�te�3 "`�iky of Fort Warth �tandarrJ Prod�ct Li��, for tl�e bkd to be ��r�s�c�ered rasp�nsiva. P�od�cts and p��ocesses listad Ir� the "�i#y o� ��rt 1Norlh ��ar��ard Proc�uct Lrslt sk�ail be consfdered t� r�r�eet �ity o# �or# 1Na�#h �nin��nur� t�ck�nCcal r�quir��nonts. D»72 �"1`�ITE R�V�LIfIAI� FUND (SA�) REQUiREMEN�'� This �ro�ect, Er� atidition t� stanclart� �iiy of Fc�rk W�rth r��uir�m��tt�, rnay Invo�v� cert�ir� �tate �equir�m�e�ts, 71�ese requir�mer�ts, i� a�p�i�a�t�, are pr�vkded In the ��lEo+�fn� d�c�m�nts �r�d �k�o�ld thoro�ghf� be reviewed �nd compl�teci b�r the cor�lraclor. Th�y i�c�ude: i, AT th� 71rr�� �f �ontr�ct D�curnank Execution • ED-���-�or�tractoEs Act of A�sur2�nce ■ �D-�O�k�F�esol�tion 1Nar� r�qu�r�d t� c�n#orm ta th�se requirements s�all be corrsid�r�� 3U�Si�k�T�f an� n� extra �S]�Rl��l� WIG� �� ft'I�IC��. The �R� req�i�err�or�ts are inc��ded in Ap�en�ix �1. �-73 TOP��1L� 90DDINC�, �EEDIN� & I�YD#��N1lIL�H1�iG Th�s item st�a11 �e perfarrrxeri Fn accordance wr#h th�e ��ty of Fart W�rt� P�rics ar�d ��mrnuni#� �ervicc�s De�artment �po�ifi��tl€�ns for Topsoil, ��ddin� and �eeding. 1. T�P��1L �E��RI��'I�IV: Tfi�i� item wi�� c�rrsis# of furr�ishing an�# �lac€ng a rrrir��murr� of s�x �G} ifl�hes �f t�psoil, fre� fror� ro�k a�� forok�r� mater�al, in all �a�kw�ys an�! m�di�r�s t� #fie lin�s ar�� ��a�d�s as estat�fisl�od b� the Err�ine�r, ���i�TR�J��'I�fV fN�7i��D�; To�s�il will be s�curod fram borraw so�rc�� as requir��l to supp�amor�t mate�ial se��red fr�m street exc�v�ti�r�. AIG excavatad �naterials fran-� stre�ts whicF� is sult�#�la f�r topso�l w�li be used ir� the par�twa�s �,r�d rrxe[�i�.ns ba��r� �ny t�psoil �s o�#ainec� #ro�n a��rrov� �ou�ce. T�p�oil m�terial ��c�re� �r�m slreet excava�ion s�all �� st�ck��led at lo�aki�ns approve�i t�y the E�ganeer, �nd a� ��mpletior� �f �rading �nd ��vin� oparatian�, �a�so�l shall �e p�aced �n p�r�Cwa�r a���s s� as to pr�vfd� a m€nir�um slx (6� inch�s of carrt�acted �o�ti� �i topsafl p�rkways. �. ���DIiVC u��a�� � SC-�1 ���� � ` ������� ��rv��ri��� D���RI�TIOIV: �od�ir�g will con�yst �# #�rr�fsftin� ��d ���r�tir�g 8�m�uda, Buit�lo t�r �#. �#u�u�t�r�� �rass ir� tE�e ar��s betwaen �he curl�s and waiic�, an #�rr��es, ir� m�dkarr str�ps, �� ernbankmen#s �r �ut slo�es, or ir� suc#� area� as d��ignate� on tho I�r�,wir�gs ar�d in ��cord�nce wit� the r�qulrem�rrts of thEs �p��ification. Re�rnrn�n�l€�d B��falo gr�s� v�rieties for soddir�g are P�r�irie arrd 605. NfATE�JAL.�: So� sha�r c�r�sis� af live a�d growing B�rrr�u�s, Buf#a!o �r �t, Au�ustine grass �ec�ratJ from sc�ur��� w�er� th� soil ks fer[i��. �oti tv be plac�d dur�€�g �l�� #ormant state of thesc� grasses s�all b� alive ar�d ac��p#able. Berm�,da ar�d Buffal� �ra�s s�� sl�ali ha�r� a he�llhy, vi�il� raot sys#�m �� �er�se. th€ckly ma#te�l r�ots tl�r�ug�rout a two (�� in�h mini�r��m tMrckr�e�s �f r�ative so�f atk�c�e� #a the roa#�, �t. �4ugus�ir�e grass sod ��all have a F�ealthy, virile root syst�m of den�e. ti�rcEc��r rrM�,tted ropts ti�ra��l���rt a ort2 �1} inc� minimurn thic�rr�ss �f na#ive soii atta�hed to #1�e roo#�. T#�e so� shall b� fr�e �rom obno�cious weeds or �t�er grass�s �ar�c# �hair r�at �ontair� any rnartar dsl��v�`i�us to t�� gr�wth ar w#�ic� �rght af�ect its subsistonce or �ardtn�ss wh�r� tr�r�sp�ar�te�i. ��d t� �e pla�ed �otwveer� ��rrb anrJ w�lk �nd on t�rrac�� sh��l be the sa�rne ty�e �raas a� a�jaceni gr�ss or exi�ti�g lawn. ��r� shall �e �ak�r� at a�tl tir�as to r�#air� ra�i�ve saRl o� the r�ats af #�� so� d�rrin� ��ry pr�cess �f excava#in�, ha�l�r�g, and p4��ting. �otl trt�terE�l s1�a11 be k�p� m�ist #r�m th� t�me it is dug �rn#il p�ar�re�. Who� so �iirected �y ti�e Engir�e�r, tl�e s�d ex��ti�g a# th� s�u��� s�all k�e +r�+�terod �� !�e ext�nt r��uirad �rior t� exc�v�#ir��. �o� mat���aal shall be planfa� wi�k�in threo days �t[er it i� ex�avated. ��h�STRU�TI�fV ��+E�TH�D�: �fter th� �esignat�c� are�s kta�re ��err corr��l�t�c� to th� fir�es, �rad�s, an� cro�s-se��rons �hown o� the Dr�win�s af7d �s pro�rided fo� i� �#t�er it�ms of t�e cor�[rac#. �ocldir�g �f kl�� #yp� sp�ci�i��l sha�l b� per#�rmerl in z�c��r�i�nce wFt� the re�uir�me��s her�i�a�ker �escri�e�l. �Soddin� sh��lk be either "spot" or "'bltr�k"; �ritC��r �erm�rda, 6u�ial� �r �t. Augustine gr��s. a. ��ot �odc�ing Furrows ��ral�el #a the c�r� lin� or sidawalk lir�as, #w�Jv,� �1�} Jnches on cent�r� ar to the dir�ensiafl� sf�av�� oi� th� Drav�r�ngs, shall �e o��ne� ar� �,re�s to b� sodd�d. In all fs�rrov�r�, sod �}�prt�ximat�l�r 4hroe {�} incY��s squar� sh��C be pt�ced on twe�ue {��) irrc� cente�s a� propor �l��th so that the top a� tl�e sa� sha�l n�t be m�re than oM�e-Y�alf {�f2) ir�ch be�ow #he finPshe�i �rad�. HoEes of �quival�nt d�p#h and s��cir�� r�a�r b� �s�d ir��t�ad of furrow�. Th� s�ii �half be firm aro�r�d e�ch block arrpl ther� #�� enSiro s�[ide�l �fes sh�aEl be �ar�f�Nly ralfv� �+ith a h��vy, t�an�l roller dovelo�a�ng fifi�er� (1�� tc� twsnt}r�five (��j pounds por s��a�,re anch �;orrrpressi�n. Hand tampir�g may be ��qu�Jred on #e�r�c�s. b. 81�ck ��dding. At locatit�rts c�rr #�e �r�wings �f w�ers �irect�d, ��d bto�k� ��ralf be car�iuli�r pla��d on thc� pre��,red ar�a�. fihe sad sh��li t�e s� pla�ed that the ��tire �a�igna�ted a��a sha�l b� covored, �,�td an� voic�� lei� in th� block �o�Jdir�� sh2�l� �o �i�le�k with add€t��n�f sod and #ampe�. �I�� �n�tre so�#d�ad ar�� sl��l! �e rolletl an� ta�ped �o fofm � tho�oW�t�ly co�npa�t �ol�d mass. ��rf�ce� of block so�l, +r��fch, i� t�re o��niarr c�f tho En+�ina�r, ma��r sli�e due ta lhe h�ight or s�ape of th� su��fa�� or n�tur� �f t�� soll, s�r�ll,. u�a� dire�tion o� the �n�in��r, �e pec��e� wit� wo�cler� �egs �rivt�n t�rough th�e sod blo��C #v t�,� firm ea�th, suff�ci�ntly close �a h�ld the bfo�� sod f�rmly in place. as��an� ��-42 � - - � ��4�� �} ' ������� ���������� Wh�n ne�e�sary, t�s s�ds�ec� araas s�all be s�rro�t�ed aft�r �la�#ing 1�as be�rr �arn�lete�i and sha��d t� �oe�farm �o tha cross-saclion �reviou�l�r provid�c� and e�ci�#�ng �t ti�v lime sodding operations were begu�. �#ny �xcess dir# frorn pl�r�tin� �per�,tions shall b� s�r�ad Unk#�rmly over tha adjac�r�t afeas or c�ispose� of as dir[��t�d by #he �rrgi��er �c� th��t t�e c�r�ple�ed ���ta�e wil� p��s�nt � s�ghx�}� appearar�c�. 71�e sodded �r��s sh�l1 I�e thar�Wghly watereti immed�ate�y after th��r are �lanted ar�d �€��Il k�e sub�aquentl� wa#ared at such times ar�d in � rraanr���� �r�d quae�t��y d€fiact�d �� tho E�gir��er ur�t�l �ompk�tion an� flnak ac�eptance of th� pro�eo� by th� �it�r �f �ort W�rth. �. ��EDIiV� DE��#�IPTa�EV: "�e�dirtg.� w�ll �onsist �f prep�ring gr�ur�d, pr�v�dir�g anti �la�rtirrg seed or a mixtur� nf seeci af the kind s�e�Gfie� al��g an� a�cr��s such ar�a�s as rrt�y #�e �I�s��n��ed on #he �raw�ngs an�i in a���rdanc� u�ith k�ese �pe�it�ca#��ns. NtA7ERIA��: a, fi�n�ral. �II seo� �s�d must carry a T�xas Te�ting �eed IabeG show�ng puriky and gerrn�na#ion, r�ame, �]'Pe of sead, and tha# the seed meets all �equir��nor�ts of th� Texas �eed La�w. �e�d furnEshed sh�kl be o� the pr�viou� �ea�or�'� crop ar�d the dax� ofi analysis sh�wn or� each #ag ��all be wi#hir� n�ne ��� monihs ot tim� of deliuety t� ��e projact. ��c� variety �f seed s�all be fu�rt�she�i �nd d�l�vero� rn s�pa�ate �$�s ar ��n�ainers. A��mp1� of �a�h �+ariet� af se�d s#�a1� b� f�rr�ish�d for ana��+s�s and �esting v��ren dir��te�l by t�e Engir��er. T�e sp��G�lec� seed s�all �q�a� �r exaee# ihe �o1lav��ng p�rcentag�s of Pur�ty ar�d g�r�nir�atEon: Cvmmon N�r�� �ornmon Bermuda �rass Ar�n��l Fiye �rass �alw Fes�ue W�stc�rn Wk��atgrass B�ffaCo Grass Varie#i�s 70� �un �ody �ri �5�'# 95°lfl �5�� �5°l� 9��� 9�°fa �a_ _rR71�'1�i14r1 90°l� $5°Ia 90�� Jf}°!� 9��10 9�°la �'a�l� �20.�.(�ja. kJFIBA�I AREA Vk�ARM-���A�ON �EEDING RATE �Ibs.}; Pu�e L�v� See� (PL�} h�iixtur� for ���� or TJtlh# �oil� Mlx��ra for - - - -- - - �ar�dy �oils �}aies �ast�rr� S�rctior�s,� �Western Sectionsl {Alk �ecti�nsi Feb 1 Berm��a�rass AO B�ifalagras� 80 �srmu�tagr�s� 60 t� B�,i#alograss E� �ermucfa�rass �0 8uffalograss �� May 1 7'c�tal: 1�0 T�t�l: rt�D Tata1: 10�} T�b�e, 1�U.�.��)� T��IPO�A��" �0��.-��+4S�N �EEDING i�AT�; (��.} P€��� Li�r� �e�� (PL�� a5��Ja�U2 5�-43 �l�l�� � �' ����i��l�. �i��������� _ - ��#�s �J4al ��rc#ic�n�� l��g 15 Tsl� F��cue �� to W�skor� Wh�atgr�s� �� M�y 1 A�r���a �ye 5� Tota �: 10 D �QiV�T���7`IC}fV M�TH�D�: �1fit�r li�e desi�na�ed areas have �c�en complet�� to tk�e fine�, �r�xde�, �nd c��s�-�ections �h�w� �n th�e Dr��nr`rn�s an� a� �rovi�ec� ��� �n �other items of this �onkract, sead�ng of t�� typ� s�ecified sha�li be }�erfarmod ir� �c�ordanc� wit� the r�quGr�r��r�ts here�nafter descr�bed. a. Waterin�. �v�d�d areas s�a1k bs w�#ered as dir�ct�d b� the Engi�esr so as t� �re►�ent washing of tf�e s��pes nr disl�d�me�t ot #he se�d. �. FinisF�ing. Whe�e ap�fi��ble, the shouid�rs, sta�e�, a�d dCtGl��s Sh2�11 i?� Srn�AthBd aftBr �eed bad preparatfon has bsee� �orn#�le#�d and s�ap�d �� can��rm to the �ross-se�tior� pr�viou�iy pr�v��od and exisii�g 2�f tt�e kirr�� �l2�nting opeTatio�� v�rere be�u�. 8R� ����A�T �EEi7�l'V�: ih� se�d o� s�e�i mixtur� ln tF�e q��r�tkty s�e��f�ed shali b� unifarmf�r c�wst�ibuted o�rer the ��e�s showr� on #lae Drav�rir�gs a�d wF�ere �larected. If t�re ��vvir�g �f s�ed �s �� h�ncl, rath�r tha�r b�+ rn�chana�al rn�ti�ad�, #he ssed shall be sc�wr� �r� two directi�n� �t rlg�t ��tgies �o e��#� othor. �ee� and fartilG�er sh�fl b� d�stri�uted at the ��rr�e tirr�e provid�d the s}�sc�fi�d u�iform ra#e �f ap�llc�tio� for both is �btained. "Finasi7fn�'� as �pecifier� in �eotion D-��, �onstru�tion A+�othads, �s n�t a�plfca�Ge sir�ce n� se�d bed pr�par�ti�n is �e�u�reci. DIS�E�1 ���DIN�: ��il over fh� �e�ra sh�,wn an the Qrawi�rgs �� dir�+cted to b� �ee�ed s#�all be Eoos�ned t� � min�n'�t�t�'k clapih o� thr�e {�} irtches antl alt parti�les irt #he seed b�cf s�all i�e re��ced t� I�ss tharr �ne �� ) inch in di�m���r ar th�y �hall bc� rerrw�v�d. �h� area shall ti�en be finis�ed to I�no �nd grado �,s 5�e��fi$d �n�ler "Fi�ish�ir�g" in ���;li�n D-4�, �or�s�r�r�#ion Methad�. Th� se��, �r �esd mi�cture, s��c�fi�d shall t�en �-e pf�,ntad at t�e rate requrred ar�d ihe a:...�icati�n shal� �ae mac�� uniforml,y. If the s�w�ng of s�ed �s by h�r�d rathor than by r� ;'h�nGcal rne�hot�s, �eed sl�aCl bc� r�k��f �r F��rr�w�d into �he soil to a dmpth o# a� ��axim��eiy �n�� �:ight (118� in�Y�. The plant�d ar�a sha�E be rolke� w�tk� a carru��ter� �o�ler �� th �� '�ult�pa��Cor" t}rpe. Alf r�lling af tl�� s���e ar��s sf�all �e �r� th�e conta��. A�i�H�l�l` kti+11.�4.�F•I �EE�fN�: The �oi� ovc�r the �re� s�iown or� tho Drawings, �r �� dire�t�c# to bc� se�de�, �hall bo i�os�ned to #}�e minimu� �e�tJ� oi tMree ��j inches a�d al� part���es itt th� �ee�i bed �h�lf be redu�ed t� le�s t�an one �1� irr�h En dla�eke�, �r khoy �halr b� re�noved. The a��a �ha�� t�e� be firrishad fo Ei�� ar�d gr�c�e as s{�oc�fi�rJ unc#er "��nishing�� in �ec�ior� D- �s, �or�struct��r� h�letnod�. INater sF��ll the�r b� �ppliec! to #F�e cultivate�l ar�a �# the �eed b�d �n#rl a m�r�imum d�pth �f �ix (6� ��ches is thoroughi�+ mois�e�ed. After ti�e wat�r�ng, whan �ho groWnd has b���me suffk�fenti� dfy to �e I�c�se �nd p�iable. the seed, or �ae� r�ixt�re speci�f�d, �hall then l�e pRanted a# the rat� roquired a��d the a�pltc�tl�h �hall be made uniformly. If tF�e so+�ie�g of seeci is hyr har�d, ratF�e� #h�n mechan�c�l methads, kh� s��d s�all ba �own in twa directio�s �t ri��7t ar�gles tc� aach ofher. ��e�i and fert�fizer rn�p �o �#istrfbuted ai the s�.m� tirrte, provid�d the sp�cE���d unift�rm rate a� application for f�otf� €� �r�� a�-4� P�RT D � �P��I�1� ���1DIT��1�� �bt��ned. �Ifiter plae�tir�c�, the s�e[� �h21� be raked or h�rrowed into �h� spi� to a de�#i� o� approx�m�tel� �ne�q��rter �11�� in�h. The ���nted surf��e area ar�d gi��r�g a�r�ookh surface wit�rout ruts or #racks. Ir� b�t�nreen tho time compactir�g is �omplet�d and th� asphalt �s applled, th� plar�ted ar�a sh�ll k�e wetora� sufficler�tlp to a�s�ra ur�iiorr� r�oistu�e firo� tha �urf�c� �o a min'rr��,m �� six (6� inche� in de�th. T�ae �ppl��ation �f aspF�alt ahall f�ilow thc� I�st �rvataring as ra�idly+ �s �as�€bfe_ As�hai# si�a11 be o# the typ� and gEad� �s �howr� on th� i�r�wir�g� a�nd �h�ll co�form t� t�e requkrerrrents oi the itern ��0, ��Asphalts, �ia� a�d Emuis�on�". If #�ie ty{�e �f a�s�hal� to b� �s�d i� n�t sh�vurr �n the Drawing�, ar if �raw�r��s ar� no# in�l�,�l�d, tF��r� M�4� shall �e us�cl. A�p�lca#ion� at the asphait shall be at a rate a� Ihre�-t�n#h� �Q.3� ga�lons ��r sq�are �rard. 1t sh�11 be appi�e�l t� thv �r�ra in s��h a rr�anr�er so t�rat a co�np�ete film is �btain�d and #ha �in��#�ed sur[ace s��ll be cari�paratively smc�oth. RE-SE�pI�]C �� AREA� PLA�#V�"ED 1NITH �QOI. �EA�{��1� �fi'��R��: Areas �rhere tomporary c�ol s�a��n specie� h2ve I�een piantet� ma� ba re�lantsd begin�ing �ebruary 1 wit� warrn seas�n spe�i�s as listed in Tabl� 1�0.�(�}a, �I�e re-se�din� wlll b� �chie►�e� In the follow�ng ��r�nar. Th� �ao! se�snr� species sh�l! b� mowed d�wn #o � h�ighi �� �ne �1} ir�ch to ir�su�e khat sirt-seedir�� eq��pm�rrt will be �b1e t� cut ihro�gM �he tur# an�i ach�ev� adc�quate soi� p�netration. '�lit-seedie�g, is achi�+�ed thr�u�h the �se �i �r� im�lement which c�ts a f�rrow (sl��} �n the s�il �nd piaces #h� se�� in t�e slft vuE�i�h is ther� �r�ss�� �Io�e v�a#h a a�ltkpa�kef w�real. 4� M1fC�R0A+1U��H �E�D1f�C: If h�dramulc� seeding is p�ovldad, s�ed erti�c sh2�ll hav� J�°!a p�rit�r of �3ermu[#� �r2�ss a�d have � g�rrr�inata�n rate �i 9��1�, ��r�#����v� shall er�s�re th�t t�e �rass �sta�lisF�es. 5. �{}hl�Tf���Tl�l� INITI-�16V P�If�� AF�EA� TUR� RE�T�R�17`I�f� OF PP�I�I� AR�A&: FEI�TCLI��R �ES�RIf'TIOhf; "Fe�til��c�r" wilf �onsis# of �roviding anc� di��rlbt�#ing f��tiliaer �var �uch ��ea� as �re c�esigna�#ad on th� Drawin�s and fn acc�r�a�ce with th��e �pecificatior�s. �ti+1ATERIAL�: Ail ��r�ili�er usetl sh��il be tEel[+rered in ��g� or ��n�ainors cl��,r�� 12�be€etl s�owi�g th� an��ysFs. The ferkill�ar �s s�bjecr t� testing b� t�e �ity of �ort WorrFr in ac�orda�ce v+�k#h t#�e Te�c�s �ertilizer Law, l� ��lfete� or grar�ula#�d f�rtilize� sl�2�ll b� use� witF� an an�l}rsi� �i ifi-�DY� or 18-5�8 or havir�� th� �n�l�rsis s�bwn bn the Drawin�s, The figur�s ir� ti�� anal�rs�s r�pr�s�n� the p�rcent o� r�it�o�er�, phosphorlc a�id, ae�d p�tash nutrGe�r#s resp�ctirreE�r a� �et�rrr��r�ed b�r the m�t#��ds of the �4s�ociakior� of �ff�cial Agri�ult�ral �h�e�is�s, In #he ev�nt ik i� neoe�s��y to s�bs�ituta a ferti�i�er �# 2� different arral�rsis, it �hall be ��ellete�! or ��ar�ulated ferklEi�er wikh a la�rer canceni�a#ian, Tokal a�rr�c�ur�t �� r��rtrier�#� iurn€she�l ancf ap�Ei�d ��r ��re shall �qual �r ex��e�# t�a� specifte� f�r ea�#� nutrient. ��i�E�TRLJ�TlO�I �+1�THOD�: W�ron �n Ekerr� fior �ertilizer is ir��lu�fe� in th� Drawi��s ar�d pr��a��l, pel�eted a� grar��,�ate� f�r�tl�z�r shall b� applRe� ur�ifarml� over kh� �re� s���€fr�� ta b� feri�ll�et3 an� in ��e ma�n$r dit�cts� for th� particular �kern of work. Fartiliz�r shall �o dry ar�d in good pY��s�cal candlti�n. �ertiliz�r t#�at is paw�c�r�d t� ca#c�d wlll be rejected. C�is#rlbut�on ofi f�rt�lizer as a part�cul�� Exern of wor� sl��11 me�t she appr�val �f the �n�ir���r. o�rr•� ��-�� ��a� � - �������.. ���v���i�r�� - Un�ess o#h�rwise fndi�ate� on the Dr�w��gs� terlili�ar shall be app�€e�l ur�if�rrr�ly at t�e aver�ge rate o� thr�e h�n�ir�d {�0�) poun�s p�r acre for all typ�s of "�oddir�g" �nd four huncfred �400} �ounds �er a��e far all #y{��s �# "��c�din�'� M���UREh�E�1�`: T�p�oll secu��� fra�n �arr�w ��urces v�r�fl be rr��as�,red by ��e sq�are yrarc3 in �lace on t#�e pr�j��t si��. ��a�urament will k�e ma�le onlyr on to�so�ls s�cur�d fr�m bo�raw ��r,r�$�. �cce��able matarial ft�r "'�e�d�ng" wEl� k�� me�sured b� tk�e Ifn�ar faot, c�rr�wplat� in pEs�e. �►ccop��ble rnataria[ �or ��odd�r�g" wfll be measured by t�a I�n�ar #oc�t, ��mpleie in pia�e. Ac�eptabl� mat�rral tor'"F�rtil��er" �h�ll be su�$i�iia�+ to �he prico of s�d�ir�� oF seedi�g. PAYI�+1EhJT: All war4c �vriorr�ed as or�vred �r�d meas�red a� �rovi�ied undc�r "luleasuremer�t'� s�rsEl be paid f�r at r�� uni# price �i� far aacft item of wark. #ts prico �h�all b� fulf camper�sati�n for ex�ava�t�r�g {ex�apt as r��ted b�lv�v). Ir�ad�ng, hau��n�, placir�g an� turr�ishing all labor, e�ui�mani, tools, ��p�l�es, �nd in��c�antals n�c�ssa�y t� �ompfete work. J411 ���ar, e��rpmer�t, tao�� a�d rncidor��a�s r�e�e��ary t� �u�ply, iransport, stoa�tpkl�r an� ptace t��s�o�� o� s�,lva�e tops�i! as ��ecifted �hall be ir�c€u�ed �n "�ae�ling" ar "�o�cfir�g�� bJd Mcems 2�rr� �n+akl no# �e pard for dir�ctly, .��pot soticiing" �r '"bl��k saddi�rg�� �s th� caso Fna}� b�, vulll b� �aid for �t t�� c�ntrack �nit price p�r squ�re yard, com�lat� in plac�, �� �r��i�ed in th� pro�rosal and ��r�#raci. The co�#r��t �rnit �rice sF�all b� tF�o t�taf car�pens�ti�r� f�r �urn,sk�ing and pKacing a�l sod; f�r �il r�llin� and ta�n�Fng; �or all t+�rat�rir�g; #nr di�pasal af ali surplus materials; �nd f�r �I! rrtateriaE�, labor, oq�ipm�nt, ko�l� �nd in�ider�tal� r�e�essary t� �omplt�te the wc�rf�. ali in accordanc� tn+Nth #he �rawir�gs and �h�s� �pecificat�ans. Th� w�rk perForme�l ar�d �raterials furr�iahed ancf moasured a� provided unc#ar "N1�asurar��nt" sha�l be �ald tor at ��a ur�it pri�e for "���ding�� or "�o�ding,�, of the typ� s��ci€ied� �s the case may b�t whi�h prEcc� s�tial� each be fuCl ��mp�ns�tian tar furnish�ir�g all rr��.teri�l� sn�1 far ��rf�rmfn� all �perati�ns ne�essary t� cornpfoto th� v�ro�� acce�ted �s folfaws: ��rtFli�ar ma�c�rial a�d a�p�lication wi�l r�ot �e mea��rec� or paicf for d�rac#I�+, but E� con��d�red sul�si�ti�ry ta �v��in� �ncf Seeding. ��� ��r����vE� s�►��� �r�r��r ��o���� It sh�ll �e ��e t��e�or�sGbil�ky of �he conk�ctor to �mp��re���t ��d maFr�taln a�r�rfa4�le "���lF�1V�p �PA�E �h1TR�f PR�fiaRAru1" whi�� n7�st mee[ ��HA f�quirem�nts f�r all i#s emplo�r�es a��l sub�or�tr�,ct�rs at all time� �ur�ng c�ns�ru�t'ron. �lal ��live sawer m�nh�le�, ro��rr�less of d�pth, aro d�fkned b� �SHA as "permit req�ir�d c�r�fi�ed s�aces". ��ntra�tors shali sk�b�n�t an a�cep��,�l� '"�Df����1�D �PA�� ECV�`i�Y PRD�FiAh+t" for all a�plica�le mar�hof�s and maint�in �n a�livv �ile �or th��s� rria�hol�s, T�e c�st ot complying +,uith thls �rogram �h�,ll be subsi�iary to t�e payr it�rr�s ir�volvin� wc�ric fn �on�in�� �p�,�e�. ���aro� ��-�� �!`"�!-1 l � " ����il�� ��1�#�F���IV� D-7� SL�B�TANT�AL �OMP�E�i�1+E IN��E�TI�hf1FISVAL 1N����TIO�►1 �, Prior ta #F�a fGnal ir�spe�tror� bein� �ondu�te� f�r th� proj�ct. kh� c�ntr�ctv� shall r.�ratac� th� �rty inspector in writing whon tha ae�tire pro�o�t or ��ie�ign�ted por�ian a�t tho peaje�� Es subskarr#iall�r ��r�p3�t�. �. The f�rs�recxor ajang wGt�r appra�ria#e �ity sta#f 2�n�i tt�e �ity's consulk�nt s#�all ma�ke an ins�ectian of the s�bstae�tially compl�i�d work and �re�are ae�d submtt to the c�ntrac#or 2� I�st o� �tems r�eeri�r�g t� �� compEe�ed ar correct�d. �, ihe cor�tractar s#�a1k take imme�ia�e steps #o rectii� th� listed de#�c�enc�es ae�d no#ify the owner irr writing whan all th� i#vms hava bear� ��rr�pk�te�i o� corr��ted. A. Pa�ment #or s�bstaniial ctimpletion i�ss�ection �s v�r�l! as fir�al f�s�eclion sl��Il b� s�b�idiary t� the proj�cl p�ic�. �onrra�tar ��all st�ll �� requi�ed #o addres�s all ath�r deficienc��s which a�r� disco�+�re� at th� t�rrce of fir��l inspectior�. �, Fir��C inspo�#ior� �hall be in �onfor��era�c� wi#� general ��n��tian fiem "��-5.�8 �inal Er�spvction" of PA€�`� � - C��N�I��#L ���VD����NS. �-7� �}C�I�IV�1�'ICM�1 N�l#R TRE�S �. TI�� �ontractor shall be �es�onsib�� for �al�i�g rneas�res to mRnrr�i�� �lama�e to tree tirr�b�. tr�e #r�r�k�, and tree r��ts ai o�ch work sike. All such rrx�asures shall be eansi�ered as irrcidental work in�l�ded ir� �he �ontr2�,�t llni# �ric� #�id fior ��plica#�I� p'tpe or struct�re fnstallatwor� �x�ept for sk��rt l�nnelfngltre� au�er�ng. �. Ar�� sr�d �11 kr�es �o�ate� witfllrt tY�� eqt�i�]Ir�ler�t op�r�tir�g a��� 2t ��Gh wArk slke Sh�il, a# t�e directi�n oi the �ng�n�er, b� protecto�l �y� �r��tin� a"sn�w fan��" alor�g th� drFp lir�e �r a�g� �f �hv iroe root sys#em b�#wea� tro� and tF�e cons�ru�tion area. �, �orttr�ctor sh�l� ir�spe�t �a�h w�r� sit� �n advar�ce snd arra�ge to have ae�y tree �imbs }�rur�ed that rr�r��# be dama�ed by e��ip��r�t ��erati�ns. T�e Engine�r sE�all be notCfked at least 24 hours prior ta any kree #rimrr�ir�g wark. �lc� trimmin� ws�r#� wikl be p�rmitted wikhkn priv�#e p���e�iy �rlkhou# �rixten perm�ssa�n ai tfi�o Dwner. 4. f�othi�g sF��ll be st�red o�rer the tree raot sy�t�rr� within th� dri� 1in� �rea of ar�y tree. 5. �efore e�c��,v2t�io� �off t#�e roadw�y) w�thin t�re drip lin� ar�� �f sr�� tr�e, the ��rth s�a�! �e sawcui for a minimurn d��#h of ���et. G. At des{gnated locations sk�owr� on the drawi�gs, ##�e "s�or� #ur�neC" meth�d us�ng �lass 51 C}.I. p3p� st�a11 #�e u�€I�xed. 7. �.�c�e�[ in �re2�s where c��nring Es a�lowed, all trees up to 8" in diarr�eter �ar���o� �urir�g car�structron s#�a1! b� �em�v�d a�d re�Naced with t�� ��me t�p� anci di�meker t�ee �� the ��ntr�ctor's �xpensa. 8. ���+tra�t�r sfi�a�l amplay � c��alwf�ed landscaper for a�l th� wor}� req�ire�l for tres ��r� �o ens4�re utlliza#i�n af the b�st �gt'ic�it�r�,l pract�ces ��d pro��dures. r��a�o,� ��-47 P�1F�fi b � �P��II�L ��IVDIiI�N� 9. �h�r� tunnelJr�g sri��M cons�st �t ��wer a�g�t��n� ar hand ��c�a�va�tfor�, Tho tunnef d�am�ter shall no# #�e lar�er tF�an �-�J� times #he �uts�d� pi�e diamet�r. 11�ids rem�ir�ing after pipe ie�skailation shatl b� press�re �raute�, D-77 ��N�F3ET� �N�A�EM�NT OF ��1AK�R PIP� �o��re#� enca�emenl af sev�rr�rs �F�all be paid far at th�e �ontr�ct Unit I�rice per Cin�ar faot of con�rete enca�sement as me�sured €n place aEang th� �c�nter�ir�e af th� �i�� for �ac�h pi�� diarno��r indi��ted. Trie �ar�tr�ct Unkk I�rice shaEl i�clude aEl �os#s asso�iat�d wifh inst$Ilation a�d rei�#or��ment of t�e �o�crete enca�omeni. D�7� CI.AY L�J�IUI �la�+ dam construct�on �hall be p�rfo�ed in accortian�� wilh th� V��s#ewa4ar ��ay Dam �ons�ructi�r�, ?Ig�ro irr khe Drawir�g� in tho�� �p�cltl�atior�s, at lo�a#ions En�icatad on kh� I�rawin�s c�r �s dir�cke�1 b�r tho �fty_ �I�� r�am� shal] b� ke}+ed le�to �r�distur�o� sofl to make �r� imp�rvi�us �arri�r #c� recfuce �roun�w��er �er�olati�n thra�gh, #�e plpalin� �rer��h. ��n�tru�ti�n r�rate�ia� �Y��ll r.vns��t oi ��r�pa�t�d ��n#oniiv ck�y �r �:27 can�r�te, F'ayment for r�uoric suc� as f�rrr�ing, pla�ing 2�nd fi�rrs�iflg sh�3k �� �er the ��n#ract Unik f'rice. ��79 E�P��R�T�FfiY �7{�A1�AT�ON {L��HO�E� �`he �ontra�tor s#�aiG b� resp�n�i�l� for ��+rifyir�g #he IocatGons of a� exi�#�ng utiii��es prior to c�nstr�ct�on, 'rn acc�rc�a�c� with item R-��. �Ix loca#iar�s ic�v�tifi��l on xhe drawfng�. cc�e�tra�tor shalf �ond��ct an �x�loratory �x�aua�tion (D-Hore�, [n �o�ate and verif�r #he locatioe� a�d eleu�tion of #}�e exiskirr� �nd�r�round t��IGty where it rr���r �e i� �otentf�� co�fa€ct wikh � p�op�se� fa��lity ali�nm�nt. The ��c[�lora[ory �xcav�t��� s#��il b� c�n�lu�t�t� p�rior to constructlot� �f #h� en#�r� project or�ly+ 2�t �o�a�ions denot�tf �n thc� �lans or as dire�ted by the €��g�r��er. �ar�tractor ���,il �u�m€t a��porl of tindings (includir�g surveyed �levat�ons of �xJst�ng cor�fl�cking ukililies} to t�e ���y prior to th� �tart af can�#r��tinn of th� vntire �r�ject. If #�� contr�c#�r det�rmines �rt exi�tir�g utiiity is �n co�#�ict �vEth tha �ro�osed f��a�ify, the cor�tr�,ctor s�rall c�nta�k !ho er�gir�oer i�nme�ia#oG� �o� 2�p�to�riate de�i�n modifi�at�a�s. �'he ��nt�`�ctor �haEl ma�€� #ho necess��]r re�a�rs at #h� e�cpl�r�To�y excav�tion �I]-H�fej to �bt�in a�af� �r�d pr�pe� dri�ing su�ace to ensure �he saf�ky �� the g�r��ral put�li� an� to r�eet t�e a�pr��ral �f ti�� ���}r insp�ctar. T#le cor�tracto� S#1�11 1�6 IrB�ble far �Ir��+ �,rld 2�aR [larr�a��rs lrl�Ur�d d�e t� t�� oxplaratory �xcava��an {��}�ole�. Paym��t shall not �o r�yade f�r ver�fice�tian of �xist�r�g util��ies �er iterr� D-�2. Payrrtant f�r �x�loratary exc��r�tEor� {D-H�le�, ai fo�atians id�ntified t�n the �lar�s �r as directe� by #h� �ngir�e�r, shall in�luc�� iu�l �ompo�sa#I�r� �or a�ll m�terrals, excavat€ar1, surfa�v r��kar��i�rr, field surv�ys, and alt �r�cidentals ne�essary #� ��m��efe the work, s�ali be t?�e �nit pri�e bid. kVa ��}rrn�r�i shall ba r�a�o f�r axp€ora�kory excavati��r(s) conducted afte� �onstr�ctEor� has �eg�n, �-8� I�STI�LLA7M�N �� WATER ��I�ILIT�E� SU.1 Polyvinyi �hlorid� (Pl��) Vh�ater Pi�e P�LYVI�VI�� �h�orid� f��as#i� VV2�ter P��e ar�d fit�ings on t#�€s P�aje�t sh�l� b� in accor�ar�ce w�kh� ihe ma#er��l s�andar� rontafn�d �n the Cen�rral ��r��ract Dc�cumor�ts. Payment for w�rk such as ��okfill, t��d��ng, bia�kin�, d�kect��le t�pes �nd �kl otf�ef �ssq���#od a�purt�r�ar�t re�uired, �h��ll be inca�d�d �n t��o Irnaar foot pric� bi� of t�re ��gropri�te BID ITEhA{�}. o�r�� 5���$ P�1RT U � �P��I�L ��iVDITI��I� ��r.r�cr� s�.� s������� �oflcrete bfockir�g or� thts Pr�ject �vill ne���sarily �e rec�uired a� sh�wr� or� #h� Pk�ns and shall be ir�st�laed in accord�nc� wi#1� t�� �eneral �antract Do��ments. Ali �alves ��rall h�xve concrete �I�ck�r�g provit�ed for supp�rtEng. �v s�parate pa�ment will be m�de ��r �r�y a# ihe vu�rEc ir�volved for kl�� item a�d a!I costs incurred wiil b� ��r�sid�red ta be inclu�vd �n #he lir�ea� foot �ic# price of ths pi�� �r the bi� price of t�re �ral�r�. 8�.� T�rp� o# �asir�g P�p� � . �VA7ER: The casing pi�� for open cut and bored �r t�nneMe�l se��iori s��1E b� A1+�IWA �-�00 Fabricated �lectric�l�� Wel�le� �te�l Wat�r Pip�, ar�d shaGl �onfi�rm �o tho pro�risiot�� of E1-��, �1-5 and E�m9 ar� �at�rial ��ec��ica#ior�s of Cen��a� �ontra�t �n�ur��r�ts and �pec�f�catior�s for Water Elepartrr�Ment Projects. Th� steal ��sing p€�� �f��ll be s��plieci as fallows: �or th� i�side an� out���e of cas�n� pl�e, co�k-tar p�o�ective coa#I�� rn aocordance with th� r�quir��ents �i �e�. �,� �r�ci r�Eate� sections In AU+1WA �-�4�. � T�uch-u� after field wead� shalr �rov��e c�ati�rg equr�l t� th�se ��eci�kec� abo�ra, �. I�i�imum #hGckn�s� tor c�s�ng pipe �sed s�all �e 0.�75 fnch. �tainl�ss �t�e1 ��sir�g ��a�ers �cen#�ri�,g stylej �+�ch �s man�fact�,�ed b� �ascade Wat�rwor}c� A+la�u�ac#ur'rn� ��rnpany �r an 2�ppr�ved �qua� ��ral� b� u��d on �IE r�on- ��r�cr�te pipa� w�en installed in casin�. I�sta�Ea���r� sl�a�l be a� �a��mmen�e� t�y the man�r#acturer. �. �EW�Fi: Bor�r�g use�l �n this �roject shall b� in accvrdar�ce with th� mat�rka�f st�r�dard �1-�� an� ��r�struction s�anc�a�d �2-�t� as per ��g, � 1� ofi t�e ��neraE ��n�ract �o�ume�ts. �. PA�'N1Ef�kT: ��yrr�enk for �EI r�'N�teri��s, labor, equiprt�ent. �xc�vation, c�r��rete grout, bac�Ciijl, and MnciGantal work shall #�e fn�i��ie�i in th� unil �ri�e �id par foo#. ��.4 �i�-Ins Th� �or�tracto� sl�all �e r�sp�nsible for �rr�k�tr� li�-ir�s #o #he exfs�kng wa#er m�ir�s. it s�all be the ���}�or��ibii€ty �f #he �ont��c#ar to verify t#�e �xa�t I��ation and ele►+��ion af ti�e exi�t�ng I��e tie-irrs. �#�d an}� dJf�erer�ces in laca#+�ns and e�a+ra#�on of ��c�stFng lin� 4't�-in� betwean th� c�ntra�k drawings an� w�at ma� be �n�our�#ered in �he field sh�El be �onsi�erad a� �n�idental tt� co�stru�tron. 1`h� �ost of �nakGng tie-ir�s tc� exis�ir�� wa#�r ar sanitary se�+er tna�n� sha41 be in�lur�e�i in the lir�e�r to�# bid �rice of #he pi��. 80.5 ��nn�c#ion �# Ex�st#ng f��Rns The �ontrac��r shall d�#�rmin� s�re �x�.ct kocakion. �leva,tion, c���ii�uratia� and an�ulatinn of exk�ting uvater or sar�itar�r ��we� larre� pr��r x� rtian��$cturing �f th� c��nec�in� pie�e. Any dwfferenc�s ir� lo�atior�s, �l�va#aon. �or�figura�ioe�, ar�d ar �ng�€atton of �x�sting lanes ��tween th� con�fact c�rawir�gs an� w�at may� be �n��untered in the said wark s�all �� �onsider�d �s incident�l to �or�s#ruc�ian. 1�+f�re�e kt is requirec� to s1�ut c�ov�rr� �xi�tin� mai�s ir� ���tar to make p�opose# ��nnacttons, s�c#� dowr� tir�re shalG be ��o��iir�ated with the Engir�e�r, ar�d a11 etfor#� sk�a11 �v m�d� to icee� this �ov�+� time to a m�nim�m. Ir� �ase �# sC�+�tt�n� dow� 2�r� existi�� main, tk�e �ontra�kor shall n�t�fy� �he Mar�ager, �ans�ru�tio� ��rvic�s, PY��r�e 871-7��3, at I�a�t �8-1�ours prior to th� re�uired sF�ui dbwn #ime, "�h� ��r�t���tor'� aktentlo� is direc�et# to P�,ragraph ��-�.15 I�T�F�RUPTI�h1 �� ���4VI�E, ��-A�� P�rRT D - �PE�l�L �C��1�fTl��� - � ���� ��-����, ��ar � - ��r�E��� ��r���r�o�� �� r�� ��Y�� ������r���r ��r����n� ��r�T���Y ���unn��r� ��v� ��rv���� s��������r��t�s. T�,� �onlracto� �fi�ll notiiy �he cus#omer t��th person�fly �n� �h writin� �� #o the locatlot�, #ime, a�d ��I�ed�le af �he s�rvice ir�terruptior�. The co�t �f rer�ovirlg any ex�stir�� c�ncteta k�l�cking s#�all be ir�cludod in #�� cost n# conr�ectlon. Ur�l�ss b�� separate�� all cost incurre� s��lf #�� in�l�ded fn th� I��ear ioot pr+�e bid for th� ap�ro�riate p�pe sEze. �0.� 1�alv� �ut-Ir�s Ik rr�a� b� r�e�essary t� cut-in gate b�lv�s #� i��lat� the v�+ater mafn �rom ►�rhich t?�e ext��sior� ar��lor r�placem�r�t fs t� b� canr�ected. ThRs �a� require cl�sin� va�ves in �ther �ln�s �n� �ut#in� cansumers o�,t of s�r�ice for th�t p�riod of t�m� r�ecassary t� c�t in ths r�ew valve; !he w�rk m�st �e �x���ii#�d #� th� �#mo�t an� al� �uc� cuk-ins rrr�st be ��o�inat�� with t�� �ngineer In char�e �f �r��p�cti�n. �411 ��rrsumers shall be indi�ri�i�aal�� ad►risod prio� t� the sFtut out and �dvised of the a��roximate ler���� o# #Ime t��y may be withoul �ervi�e. �aym�r�l for work s�rc� a� l�ac�C�lll, be�dd4ng, fatking�. I�laakit�g ��d all ather �ssoci�ted �pp��t�rrar�ts require�, shaEl be ir��luc�e� in #h� �rJce of il�e ��p��pri�te b'td itetns. 80.7 Water �ervice$ 7'he r�loca�ior�� re�Ca��mont� or r���nnection of wate�' �erv���s will �e re�uired as s�rowr� �n the �I�r�s, ��+cll�r �s �escti�o� i�r these ��eci�i �ontract �ocuments �n �t€dition to #t�oss loc�tad in t�o ��el� a�r� ider�ti�ied by the �ngi�eer. AI� servic€�'s sha,N �e cor�str�acted by the cor�tr�,�t�r u�kl��ang a�proved factory ma�r��ta�tured t�p s2�ddfes �w��n r�qui�atl� �ntf c�rpa�atior� stoP�, type EC co�pe� water tu�i�rg� ��rb sto�� with Io�� w�r�gs, me#er boxes, and if ret��ired a�pr�ved man���c�ur�d se�vi�e branchos. AI1 m�terials used s�all �e as spe�a�ied in ihe IV��te�i�l �tand�r�ls {E1- 17 $� E1-18} car�t�in�ci ir� tt�e Ce�e��l ��ratract Docurnonts. ��I w�#�r serv€ces ta b� replac�d s#�a�l �a in�ta€I�d at a minirrrum d�pth o# �� inches b�low frnal grade. �'� e�cistir�g 314-ir��h w$ter ��rv��e �i��� whk�h� aro to bv r�placeal sh�ll be replac�d with �� fi ;;.� Type IC �opper, 1-in�h diameter #ap s�ddle wher� requ�rerl, �nd 1-ir��h cvr�ora�ior� - fram th� main li�o to the rnetar box. � �li s�n+i�es v�rhich ��e to be r�pl��ed or r�aoc�ted sF�all �s in�t�lle� wkt#� t#�e s�r�+ic� mai�t ta� and s�rvic� �fn� �eing In line w€th �ha ��rvic� rx�et�r unless �therwise dir�ct�d b� th� �ngineer. A mir�i�n�m �f �4 h�u�s adva�ce n�#Gce �h�ll be �iven w��n s�nrice ir�terrup�Eor� w�ll be r�quired as s��cified in �ect�vn ��-5.i� #�1�E€�#��kE�TI�fV OF ��RVI�E. I��' sater s�rvice �neters sh��l be rem�ved, �$�ged, ar�d coll�cted �y tho c�r�#r��t�r for p � b� the 1Nater pe�attm��# 1or re��n�iiior�ing or repla��r7-wer��. Af�e� fr�stalN�#ion ot the wa_ sen+i�e fn iha �ro�osed Iocs�tio� �nd r�cc��pt af a me#er �r�r�n tha praj�ct i�sp��#or �he car�trac#or �ha1i ir�stall t�� meter. 7h� rrreter box shal� b� res�t as neces�ary ta �e flush with exist�r�g graur�d or a� �th�rwise dfre�ted by the ��g�r�a�r. �411 s�kch v�rori� �n the o�,tlet s3tie ot the seevi�e met�� s�all t�e per��tmod �y a lico��ed plurn�er, osr�a� ��-�0 P�RT D - �PE��1��. ���IQITI��� 1. WATER SERVI�E REPL�I���l1�NT�; 1+Vater sorvi�� replacernen� or rsl�����o� is r��u�re�l wh�n the exi�king service is lea� or i� ta� �hallow ta avoid b�e2�k��� �luring stree! r�c�n�tr�c#ic�n. The �ontractor s���l repla�e lhe sx�sting ��rv�c� lir�e wi#h Type �C ��pper fro�n th� mair� ta the meter, curb stop wath Caci� w�r�gs. ae�d ��rpora,tian �top. Payrnei�t for all +rr�r�c ar�d m�t�riaE� sucfi� as �a�k�rl1, i�tiEn9s, ty#�� �C cvpper t�,birtg, curb stop wikh lock win�s, �ervi�� line adJustment, and �r�� rel�cation of �p to ���knch2s irom c�nter lirre ex�stin� meter C�c�ti�n #o �enter li�� proposod moter locat�on �half b� Ir�cl�ded in t�re L�near �oot �ri�e bi� for �opp�r �orvi�e Lir�e from [�+lain to �u�re {�) fc�e# �el�i�d Ma#�r. �A��r v�r#i�ak adjustm�nt o� custamee �ervi�� Iln� with�n khe � foot area �hall be s�,�s�diary #o !ha s�rul�� ins�all8�ion, Payment �or all w�rk a�td m�t�ri2�I� such �.s #�p sadd�v (it �equired), corporatEoe� st�p�, �t�tl fittir�gs �hall be En�lu�le� in ik�e price bid fo� �erv��� T�ps to A+�a�n, �. WA7�#� ��RIfk�E R����V�I��TIO�V: W�t�r sefivi�e reconnea#ivr� is r�qui�vd wher� the exi�tEng ser3rice is cop�er and at atlequa#e tl�p#h #o avoid brsakage during str�et recor�stru�tiv�. Th� ��r�#ra�tor s��ll ad�ust #he exisling �rrater s�nrice line �s r�q+airsd for r�cann�ction ���1 ft�rnisl� ���w t�� with corporaki�n stt�p. l`he cont�actvr �v�l! t�e �aid #or �ne {1) �ervice �ap t� Maln for each servi�e recon�ecte� ��u� �or ar�y �o}�p�r sarvdce tine ���d ir� oxc�ss of tive (�j te�# �rt�m NM�ir� #� tiv� ��} feo# behind the Naeter. 3. 1NATER ��RIlI�� M�T�R A�D N1ET�f� ��}� F��I.��A1Tl��l�: Wh�n #he replacem�nt �r�d rel�cation a} a wak�r �erv��e and rr�ater #��c i� req�,�red an� the Iocatior� ot tY�� meter ancC r�eter box is moved mora thar� twelve �1�} ir�ch�s, as rrwe�sured fr�m th� �onte� lin� of tY�e exi�tir�g m��er to �o�ati�n to ##�e cent�r �kn� �f #I�� pro}�o��d m�ter ��catian, separate �ayment wiil be allov�e�l f�r fhe relo�alfon of service meter and m�xer �ox. �enterllne i� def�n�t1 by a line exten�led �rorr� th� serv�c� [ap thr�ugh #he rneter. �n1� reloca#iar�s m��e perpentli��lar to this centerEin� will k�e pai�i fo� s��aral�I�, Relp�e#io�s r�ad� al�ng t�e c�nt�rline wGl1 be paid o� i� �e�t af c�pp�r sarvice Ge�e. 1Nher� r�Coc�tion of service meter �nt� r�eter bo�€ �s r�q�ired, �a�rri�n# #or all work and rr't�kerr�ls suCh as baCkfGIJ, �kt�ings: fiv� {�� f�e# of kype I� ca�par seFvi�e 2�nd �II rr��t�ri�is, Is�or. �n[i ��uip�nen# usod b� �r�d for the licer���d plurrr��r s�2�lf �e wnc��d�d kn �hc� prir.e bid #�r the s�rvi�e meter reioc�tlon. �411 okh�r c��ts �ill �� ir�cku��� in ot�,er a�pr��ri�te b�� item�sj. Thi� it�m wGll aiso b� usvd to �ay �ot a!I s�rvfce r��ter �nd rr�ete� box re��cat,ons as r�q�ired b� t�e �nginver wt�e� th� se�vic� �ine is no# beln� �eplaced. �4dj��tme�t �f anly tC�e ,x�et�r b�x and c�stom�r s�nric� fin� v�rthkn � f�et �is#er��e t�eriind #�e met�r r�ilf r�al �ustif�r sepa�ate �ayment at �r�y lime. Lacatians witF� mulki�Ee �ervace branoh�� v�ifl b� ���d for as or�e servi�e r�e#er ar�d meter bt�x r�koc�tion. �, h�E1rV �ER1�I�E; Wh�� naw serv�ces ar� requ�r�d tho contra�tar sk�all i�sta�k t�� �a�dle �wh�n r�quir�d)F L�OI'�Qf�tlOfl StO�, tYpe K�c�}�per se�vG�e line, c�� s��p wikh I�ck wings, and rneter box, �ayment for ak� worlc and mater'rals s�ch as I�ack#�II, #i�#Jng�, type F� coppe� tubfng, and curb s�op witi� Eock �utnt�s sha1E be included in the Linear �oat pri�e bi�l for �erv�c� LFn� �rom Iti1a2�in to Meter ��ve {�) fieet b�l�int� the rnetar. P��mer�t for all v�ork �nd mat�rial� suc#� �s t�p s�ddle, corporation stops, and fJttae�g� sY��ll #�e ir��luded in t�re �rice bid for �enri�e T��s to �viains. asr��� ��-�1 ��1-1� ❑ " �7���il�� ��IYi�l�l��� Paym�ni far al� w�rk ar�d materials s��� as furn�shing anr� �ett'rng new me#er ba�c st�all be incl�,r�e� in the pr�ce bid #or furnisl� �n� se� m��er b��c, �. h+IU�TII�LE ��R1�I�E BRAEV�H��: When rr�ulti�l� s��vic� I�rar�cf�e� are req�ir�c� the contra�tor sha�Ml furnish app��vsd fa�#ory rrra�uf�ctureti �ranch�s. Payman# for m�Etipl� ser��ce brarrc�es will in�l�de �ur�i��inc� anrl �nstal�En� t�e multi�le servtce bran�� ortly ar�d �Il ot�e� �ost wil[ �o kn��uded ir� oih�r ap�r�prlate �i�i item{sj. 5, MV�71P�� 3TR�ET ��RVI�� LIhJE� �� �IN��.E ��f�VI�E N�E�E�: An�+ mu�ti�le �ervkce I�nes wil� #a�s serv�ci�g �, ��rtg�e setvice rr�eter enca�nter�d durir�g cort�tru�taon shall be replaced with �n� �etvice line tt�at i� ap�li�abke for tf�e �iz� of l�o exisling servi�e m�t�rf and a�proved b}r the Er�gir�e�r. P�ymont st�all b� mad� �# the unik b�d prkce in th� ��pr�pri�te bid it�m{s}, BU,S �-Inc� �empora�y �ervlce Llne Th� �-rr�ch tem�orary s�rv�c� main �n� �{4-�nc� serv��e Iln�s �f�afl be �ns#al�ed ta provi�l� tem�orary wate� ��r�.r�c� to all buildings ##�at wiCl necossar�ly �� r�q�ired to have sevore� +�r�.ker se�vice d�rin� said wark. T�e co�rtr��t�r sh�ll b� respor�sible for coo�din2���n� #C�� �chedulo of th� i�mp�r�,ry servfce c��necti�r�s �nd perm��e�k s�rvace r�cor�noctions w�ih th� k�uildin� owners and th� ����ne�r �n �r�e� t�at t�e w�rk be perform�d in 2�r� exp�dltiot�s r�anr��r. �ever��l ►ar�tor ��rvice must be reco�nectod vuit�in � hou�� o# disconti�rua€�cv o� s�rvic�. A�-�n�h �a�pEng s�ddl� �,r��l 2-inch c�rp�r�tipn st�p �r �-Mr��h ga#e va�+r� wlt� �n ��propr�at� fi�e �ydrar�t adapter fltkln� s��ll f�e requir�d at th� temp�rary seruice p�in� o# �onna�lion #o t�� �Ety wa�er su�pl�. Tho �-in�h �etx�p�r�,ry �en+ica m�in and 31�-ir��h sorvi�e lines sha�f b� inst�ll�d in accordance to t}�� al#��#��c� �Eg�res 1, � and �. �" kemporary servi�e line ehaCl bo ci�ar�e�i �nd st�ri�i�e�1 b� u��ng �hC�rir�� ga� or ch��rin�xe�3 fi�ne ��iTW� prior ta ins�al�ation, '�, ���er �o �ccu�at��� me��ur� tihe amvunt of water used during cc��,��ruc[ion. t1�e� Contractor w�ll ir�stal] a firc hydi.-�nl in�t�r for all ��mpt�Far�r �er��ce �in�s. V�lax�r used �l+�rir�g coris�ruc:lic�n far flusi�in�g new m�ir�s ti�a� cannal be rn�tefed fr�m a�ydr�nt wil� be �stima�ed a� flccur��cl� as pu�sii�l�. �l �k�e prc•�cor�sfr�cEion corif�tenc:e ih� cc�n�ra�lar wili �d�i�e the ifl�pe�«r nf the nus�-r�er oF me�ers ���1 wi�l be neec�ed aion� wit}� the �cxcation� �vhere t�ey wirl b� ���ed. Tl�� inspc��or will d�liv�r �I�� h�dranl m�t�j�� to llYe locatio�s. ����r ins�al�a�iar�, the Cor�lr�c;tor will fia�ce �ull respon�il�iliiy fOr th� tnekees tanlil s�ch tirn� as th� co�tr�ctor r�tu�ns thos� mel�rs �u IC�e in�p���or, �1n�+ darnage zo �h� r�et�r� v�+ill be l#�e so�e r�sponsjbi�ily o�` t�� c���Er�ctor. Tfie V4'a�er Deparlr�eitt Met�r �tti�p will ev�lu��e I�t� co�di�ion of t1�e mcters t�pon r�turn ar�d if re�airs �re neede�i tC�e �onlrac�or wilj rece�ve �n ir�►�oi�e fvr l�ose �e��irs, "1"I�e is�ucd meter �s for thi� �peci�t� p�jecx ar�d localion o�l}�. Any v�rater [h�� tF�e cor��ractor may nee� tor perso�a� us� wil� r���ire a separa� h}r�rarn ���er c�l�t�ined by �he ���x�r���r. a1 �I�eir �nst, tram i�� 1�V'ater Departrr��nt. The out�of-servic� rraeters sh�all be rern��er1, tagge� and cailectad �y th� �an�ract�r for deli�rery to the Waier Depar#mer�� �'ulet�� 5ho� �or recor�dFti�n[n� ar re�lacarr�ent. U�on ro����r��g p�rm�nenk seruic�, t�e �o�tra���r �h�ll re�ir�stali th�a maters �� the corra�t �srra�o� a� G ��� � ���� � � ������� ���������� loca#i�r�. The m�#er �ox shalk �e reset �s r�e�assary to b� flush wi�� the ex�sting gro�,nc� or a� o#h�rwl�e dlre��ed by the �ngineer. Tk�e tornp�rary servi�e la��ut shall hsve a rninirr7urn �vai�able faaw �ate ofi 5 C�I� at a dyrrarr�i� �ressure �f �5 P�I �er s�rvic� tap. Th�s crlterGa s��ll b� �s�d b�r ##�e ��ntract�r �� deterrtti�e the I�ngti� af t�m�or�ry serv'rce �Itc��ad, nurr�boE afi �arvice Saps and r�urr�b�r �t #eet� p�int�, When #he tem�orar-y se�v�ce is r�qu�red #�r mar� thar� one Ioca#ion #he ��in�h temporary sen+ice pi�c�s, ���-�n�k� service Rir�as a�t� the �minch meter s�all �e mov�d t� the n�xt su���saive proj��t I�cati�n. F'��+tn�r�# for w�rk such �s f�t�ings, 314-an�h �ervice 14n�s, asp�aik, I�arr�cades, all servir.� c�nn��tions, remaval afi te�nporary servic�s �nd all other associated ap�urter��r�#s req�ired, shall ba inc��al�d irr the ap�rapriat� b€d it�m. 80.� l4d�uat fUJ����l��, �nd �f�ult� (L�til�ty �ut) ��r�tra�tor wiil be respon�Eb3e far ����stir�g water �raive b�xes, mar�h�les �ncf v�ults ta match new pavement qrad�. Th� unit price bi� �vil� �� full pa�rr�ent for matari�,�� inclucEir�� all lab��, equipment, tool� ar�d �n�id�r���ls r�ecessary to camplet� the work. 8�.�� Acij�rst �Nater V�Ive Boxe� �or��r�c;t�r v�ilr be re�ponsible #or a�j�rs��n� wate� v�lve b�xes to match n�vu pa�remee�t g�ade. The wa�er valves #riertnselv�� w�li �e adj�sted, if e�o�essary, by �ity of Fart �V�rt� 1fVater Department t�rces. Prior to �he i����rrr�ir�g ot w�rk. t�� ��r�tr�cta� �#�a�l mslce an ir�vani�ry of #he cor�dition of ex�stin� +�r�+a#er v�lve bax�s. T�e �ortsirucxion �e�gin��r wlEl fie�� verif� thi� ir�ventory an� pro�r�de the �o�tt3�acto� replacemer�ts �ar broken valve �vx�s. The �ont��ctor sh�ail r�pl�ce t�� val�+e �o�ces wht�€� are cia�ag�d duri�� car�struction at no co�t to the �ity. The u�tiE pric� t��d �eE �ach wikl be fukl cvmpens�tior� f�r all labor, m�teri�ts, e�ukpm2nt, toc�ls, anci ir�cid�r�ta�s r�ece�sary to �ampkete the work. �0.11 Purgin� ar�� Steril�zatian a� i1Va�er 4in�� Befar� bein� plsc�� inSo service all ��w�y �or�struc#��I water li��� shall be pur�e�l �nd ste�iki�e� �h accardance v�riti� �����4 of the �ene�ai �or�tr�c# �o��rn�n1s ar�d �p��ifica#�or�s except as modified i�erein. Tha �o�traotor will furnish all wate� �or INITIA� cE�an�n� and �Eerilization o� w�xer I�n��. All rn�#�rials �or c�nstr��tion a# the praj��t, �ncku�i�rg �pprppef�iel� sizo� "p€p� cEeaning �€gs", �k�lor�r�e �as �r �hl�rir�a#�d lima {#�TH� shaU b� fumishe� by the �on#racta�. �hl�rinate� lime (HTH} �ha11 be �sed ir� s�ffi�ient q���ttiti�s t� pro�ide a chlorir�e r�sl�l��i �� fifty (50) Pf�M. �h� r��idual of tree chlorine �F��II b� measureci �fiter �4 h�ur� and shall nat be E��s #h�n 10 ��rt� pef miH[or� oi ir�e chlari�e, �F�Iorir�ated water shall k�e �isp�se� of fn the sar��tary ���nr�r system. ��ould a sanitary s�w�r nvt b� ava�labae, chior�nat�d water sh�all be "d�4cnlorfnatadFF prior #o disposal. The line may n�t be pEacod in s�rvice u�rtiJ tw� s�ccas�ive �ots of sar�ple�t t��C�n �4 �o�rs a��rt, h�xve mef tt�e �r�tabCish�d standards of �urity. �urgin� ar�d st�riEiz�ti�n of the vuate� Ilne� �hall be cor�si�iered �s i�ci�$r�t�� #o the proj��k and al� ��sts incu��ed w�l� b� �or�sitieretl #o #�e included ir� the �in��r �oot b�d price of kh� pip�, o��r�� 5���3 P�IRT D - �P��1�L ��f��l���f�� 80.1� Work Near Pr�s$ur� Plane Bo�,t��aries �ont�actor sk�arl �ake n��� tt��,� the wat�r 13ne t� b� repl�c�r� un��r tF�Es �ont�act ��y cross or m�y be i� �iose prox�mity to an e�ci�#+rtg p��ssury �I�ne bour�dary. �are shell be t8ken t� er�su�� a!l "pressur� pra�to" v�lves ir��tallerJ ar� insta�led ci��ed an�l n� cr�ss ��nne�tion� are rn�cte bekweer� pr�ssur� pl�,nes 80.�3 W�ter S�mpl� �#stion C� EJ�! E F�AL: P�II ��,#e� sarTr�ling st�tiar� in�#alla�io�ts wiaE be �er atta�h�d Figure �� or as requiroc� in lar�� wat�r m�t�r va�lts as per �igur� �� ��les� �ti�erwise directe� b� the Er�gEr�eer. T#�e �ppr�priat� water samplln� stat�on wi3� bo furr�isheci ko �t�e �or�trac#�r free of ck�ar��; however, th� �ontra�tor w�ll I�e �equired tcs pick up thEs �tem �t the �ie�� Qpv�ations 1rtilarei�a�se. PA1fM�NT F�R FI��1Ft� �� I��TALLA�t�C�l�: �ayrrtient far aA work �nd rn�teri�ls n��ess�ry for tt�e fnstalla�iaet of kl�e 314-�nch type F{ �op�er set���e line uvill b� s�a�C be i�cfuded in the price bld fpr co�p�r ��nr�ce Line from f4l�in 1r� I'+ale#er. Pa�+ment tor all work �nd r�at�ri�,ls r�e�essary for thc� in�#ala�ii�n t�p sad�le (i[ rec��ir�d}, c�r�o��t��n �taps, ar�d fittir�gs �F��II be €ncl�d�d f� ##�e p�lce bid f�r ��rvice Tap� t� Marn. P��ment t�r all woek ��d maieri�,ls necessary f�r th� i�s�all�tian �t the sarnpling statiar�, �ori�ret� �upport b�ock, curb sto�, ff�lin�s, anc# an incident$� �-f�et of t�rpe �C �a��er s��vice I�e�e wl7i�h �xr� requir�d xo pr�vi�e e coir�p�et� �r�d �ur�c[���a! w$tef s�rn}�lar�g sX�t��rt �hall #�e ir��ludo� in the �rice �id fo� W�tef ���ple �#aS�a�rs, PAY�EEV� F�R FiC�i�F�� 33 Ch��TALL14il01VS; P�yrrt�n� �or afl waric and m2�#�ri2�s ne�e�s2�ry !at #he �nstakl�ti�n t�p satldfe, gate val�e, and fittings shall be in�ludod i� thc� prr�� bid far �erv�c� Ta�s to �fai�. P��matt� for all u+or� and rnat�rials r������ary for �he in�tsllat��t� of tk�e �am�ling �taiion, r��dkfrc�if�e� kc� the �+2�u1[, #Jktln�s, �n� all typ� FC c��per servace ii�e wt�ich ar� ra�uired t� �rov�d� a cpm�kote and functi�n2�l ��t�r sam�l�ng st�Ii�rr sh�il be Crtc�uded it� #he pri�� bid #�r W�,4�� �am�le ��a#ians. ��.y4 �u�#�le lran and �r�}r Iron �ittin�$ R�tvrence Parl, �2 ����tr�,ctior� �po�ifi��#i�r�s, �ection E2�7 Ir�staEling �as# �ron Pip�, fittir�gs, and ��e�iai�, �ut� section E��7.1 ��ast �ron Fiktings: E�-�.1 � f�U�7lL�-IF�Oh1 Ah#D �RA�'-1R��J �ITTI�l��: AEI du��ile-�r�� an� �ray-ir�r� f3tt�n�� �h�ll l�e f�,rnis�red wikh ce�n�r�� martar �ini�g a� stata�l in ��cti�n �1-7, Th� prr�e bi� per tvr� o� fit#ir�gs shall I�e p�y�rrent ir� �u�k for al� fitti�gs� loin4 ���essoti�s, p�lyethya�ne wrappint�, h����on�ai concr�t� b��ck�ing, �er#i�l tia-dawr� c�ncrete bfa�l�ing, ar�d concr�t� �r��ike ne�e��ary �or ��nstruc�i�n as �e�i�ned. �II ductile4ir�n and g�a�,Gron fi�tings, valve� an� s�e��a�s �h�ll �e wrapp�c� +r�ith pol��t��rk�ne �t+rapping contorm�ng to MateriaE ��a�ifi��kion Ey •13 ae�d ��r��#ru�ti�� Sp�cifi�ation ��-1�, Wr2�pp'tr�t� �h�ll �rrec�da hor9�ontal c��crat� bloc�i�g, vort��a� tie- d�wn con�re#e bla�king, �nd c�nc�te cradle. Pa�r�e�rt f�r t�e polyet�rylene wr�pp�n�, h�rixontal ��n��eta bla�kir�g, vr�r�ical tie-daw�s cc�r�cre�e blackin�, and �or�crete �radle ��r�lJ #�e in�lu�o� in bi� it�m� �or �ral�s �nd fitti�g� and �o other pa�rm�n#� wikl be allowe�. rr�r�ro� S�-�� �f'k[-l� LJ - x����Ffi'l� �r�IVI.�����1V� LJ"� M .���1���1��7 ��� LIL1.7� �rV��ii�J� �#CI �pplicable prov�s�on� of �1�,n�ard �p�c�ficati�n� Ii�m �00, `�Sprinklitt� f�r [��si �ont��M" shall ��pl�. Hnw�v�r, n� dk���t pa�rm�nt will be ma�de far tl�Gs item �r�d it shall be coe���dered to �h�i� cor�t�act. p-�2 DEWAT�RIN�`i The �ontrac��r ���Il be ��sporrslbke #or c�ete�rrfinGn� the mathod of �ewatering opera#ian for the �r�tar or sewag� flo►�s from ��re existkn� mai�s ar�� g�oun�l water. 7h� �ontrac#or s�rall b� responsil�Ee #�r darna�c� ofi an�+ r�ature r�sultir�g frorrt lF�e �ewaterkn� operati�r�s. �l�� DI��Hf��CE trom an� dewaterin� operatlnr� sh�ll b� �onductad ss approved by the �n�in�er. �ro�nd water shall not �e c4i�c�ar�eci into s�niSary �eu�+ers. Dew�,terir�g �Y�all �� consEder�d as Mncic�er�tal Eo � cons�ructia�n ar�d al! costs i�currv� wkl! �e �onsEde��d to be lnclu�ed i� x�e proj��t prEce. D-8� T�tEAl�ki EX�A�IA'TI�IV �x+1 D�EP TREl+l�FEES ��nt�act�or to pr�vent a�y� vuater fE��rwn� Int� �pvn trench �uring co�stru�tion. �ontra�tor sl�all n�t Isave �xcavatetl ir�n�� o�e� overr��t�t�t. �antrs�tar �hal1 #ili �ny t�`an�h thc� sa�e d�y �f exca�ati�n. No ex�ra paymt�nt s�all b� aflo+�r�d �or thi� s���ial condkia�. D-B4 T#��� PRUNkF�G A. R�F�C �hl���: f+,iaflon�l Ar#�orist l�ss�c3ati�n's "Pruning St��d�rds far �hade Trees". B. R��T PRUhllhl� �QUIPNfEhkT � . 1fib�atory �Cnkfe 2. Ver�7��rr V-�5��R� F�oot Pr+�n�r �. N�#7UFiAL RE����1��� F�R�T��TI�f� ��h1�E 1. �t�el `T' = �ar s�akes. � �eet long. 2. �mooth F#�rs�-Wire: 1�-i{� ga��e �rr�ediurr� g��xge� or �2 �au�e (hea�ry �au�e). �. �urv��or's Plast�� �i��gir�g: "Tundra" weight, International f���rs���nt orsnge a� re�l ��Ior, 4. �arn�inat�or� F�nc�: ��mmerci�El� rr�a�ufaci�red com�ination soil s�p�r�tor fabric on wir� �nesY� ba�kin� �s s�rawr� ar� ti�e D�awin�s. D. R��T PRUfViNC 1. �u�va� and s#ake Eo��ti�n ot root pr�r�i�tg t�`�nches as shown ar� drawings. �. lJsing �h� 2�pprov�d specitie� et�uipr�en#, maC�� ��ut a mi�irr�urr� of 3� ir��fi�a� d�ep in ord�r to minit�i�� d�mag� t� The u�cii�t�rbed ro�� zbne. �. Ba�kiill and ��mpa�t the tr�r�ch immo�iately ��ter teer���in�. ���,�roa 5�4�� ��IF�� � - �P����IL. ���������� 4. P�ac� a���fo�� wide by �1-inch c�e�p cov�r �f mulch ave�• th� trer�ch a�� req�ireci �� �h� �n�ineer. 5. WitF�i� �4 hours, p�n� fl�,s� wit�� �r��r�d �nd ba��k��ili �r�� exp��e� r��ts due to car��#r�ction activ€ty, �ouee w�th waod �kri�s of mulc� In ordeF t� e�uaai�� s�fl tem�erat�re �n� r��inirr�ize w�t�� l�ss due t� evapotatian. �. �irr�it anJr grading w���k withJn c�ns�nrat�an areas to �-i�rch ma�cimurn c�t o� iall. with no ��o�#� over 1�i��h diam�#ar �eing c�t un�ess �ux b�r hand or �u� by �pecitied m�#ho[�s, e��i�ment �nti pr�tection. E. A+1�L.�H1�l�: I�p�l}� ��in�hes t� 4-inch�s �! v�r��c� c�ri�s �rom trirrrming �r c�ea�r�g o�erakior� on �r�a� c#esigr�ate�i �y the �n�i�e��. F. �r�e Pt��nin� �hal! be car�siderad sub�iclkary ta th� pro�ect contract price. D-�5 tR�� REM0��4k. Trees to be rarrr�u�ti �h2�1! be remove� usir�g appli�abl� rn�tk�ods, in�turJirrg stump and root ball ram�v�l, I��ding, I�aul�n� an�i dumping. �x#r� �aut[or� sh�ll be t�ice� ta r��# d�srupt ex�stin� utilities �oth overhead ��d b�ried. Th� �o�tra�t�r s��ll immedi�tely r�pa�r or rt��lac� sny damage to �ttliti�s �nd private proporty inc�udin�, b�t n�t �imited to, w�t�� �r��l sewer sc�rvi�as, p�+��ir��nt, fences, wa1f�, s�rir�kle� syste�n �ip�ng� ��c., at n� c��t to khe Owr�er. �U cos�s tor troe removal, in�ludir�g tern�orary ser+�i�� �o�ts, shall be r,�ns�dered subsi�i�r]r ta th� pr���ck co�kra�:i �rlc� and r�o ad�i�io��l pa�rnent wil] be allow�ci, D-B� T��T FIOLES ihs r�attar of sub�urf��a �xplora�tio� �o ascartaln the nature �f the soMl�, In�l�ding ti�� �mount a� racic, �f anyF Sf1�`OU�f1 1�Vhl�h �his �J[�p�IiliB Ii1Sk2�ll�]tio[1 Fs �� b� [71ad� iS th(� r�S�}OIrIs�I�IA�� of �IFl� �i1CI �II ���s�eciiv� �i�ders, �r�d �M7�r biddor on this �roject shall subm�t h�s bid �n��r Ihis ��n�i#ror�, WF�othar �r�spective bidd�rs perfarrr� th�s subsu�f2� explora#�o� ��inkiy �r i�ndep�nd��tt��, and +�+�etF�er th�y m�ke s��}� dete�m�nati�n b� #he �se �f t[��t ho�es o� �#hor �ne��s, sh��� be left t� the discretio�r af sucl� pr�s�e�tav� bidders. r� ts�k borings �ave b�et� made and a�e pr�ulri�d for �id�er's ir���rmatian, a� th� I���,tia��s shown or� the l��s oF �ar�n�s �r� 1he ap�er�dix of this speck#r��tlo�, �t is exprvs�l� de�aa�ad t�a# n�i�k�er �he �i#y nor 1h� �ngln�er guara�t#�es t�e 2���urac:y fqr #ha info�rna#ion or xha�t th� m�Ee�i�l �RColi�1��3��3(7I �k1 e�{��V�S[Ofls IS th� s�i,l'}79F eith�or in c��ract�r. loc�tior�, ar ol�v�ti�n, �s shown on the b�ring lo�s. It �I��II �e the �esp�nsibili��+ �f th� k�idder ta make su�h ��bs�rface Inves#ig���ar�s as h� d��rr�E� rre�esssry to �e�er�r�r�r�e the nature �� khe �t�at�rial #o b� e�€�avat�d. 'if�� �ar�tra�tor assumas �II respo�sfbility tor €r�te�p�ekalion �f �#�ess r�cor�l� an�f ta� rna�C�r�g ar�d �a�nt�ir�i�rg ti�� re�u'rred exca+ration anc� of cCoing ott��r v�r�r�C affected b� #h�r �e�Jogy ot the stte, Th� r;��t �f a�� r��k ro�na�rai anc� �ther associat�d appurt�nances, if re�uir�cf, s�ratl be in�l�ded in th� �rn�ar ��at bi�i pri�� vf �F�e pi�e. D,87 PUB�I� 1++10TIFI�,Ak�'I�iV P�iIOR T� B��I�iI�INC �DNSTRU�TI�ld Pr'ror to beginning con�trr��tion on any block i� #he �roja�t, the contr��tor shal�, o�� a�IocEc by bC�c1c �asis, pre�ar� e��ti da�fvar a r�asrc� or fly�r af �he �and�r�� �onsk��ct�an �� the �rot�t do�r af each r�sider��ce or bus�n�ss ih�t w�ll ba irr��act�d b� constr�c#i�r�. The r�a�ice sha�C �e pr�pared �s ��Il�ws: os����,a� ��-�� - _ P�RT D - �PE�IAL ��lUDITI�i�� The n�twficatiorr notica �r �I�+�rr �ha�ll be ���t�d sever� (T} cfays �ric�r #v beginr�rng ��y c�rislru�t{vn �ctivEty on each blo�k 9n #he �roJe�t �rea. ihe fly�r sk���! be �roparod on tfna �or�tr�ctor's letterhe�� an� shaGl I€�ciu�e the to�lowing in#��mation: E�ama ot Peaject, I��E No., ���pe �f P���e�� {i.e. t�pe �f �ar�struclion activi�y+�, act�al �anstr�ctiar� duratio� withir� �he b�ock, tt�e r�arn� of �he contra�tor`s f��e�n�n a�d his �h�ne numb�r, the r�am� c�# th� ��t�r'� i�s}�v�tvr and h�s phane number an� the �i#y's �f#er-ho�r� ph�n� raumber, �4 sampl� of th� 'p�a-co�rstructian notEfication' fly�r �� �E#2�ched. Ti�e c�ntra�to� �hal� sub�nit a sched�ie �P�avuin� tl�e ��n�#r�,c#I�r� �tart and �i�ish kir�e tor ea�1� b�ack af th� �rajsct to ihe ir�s�a�t�r. In actdilion, a�apy �t t�e �I�rer strall be deli►r�red to the �i#y Ir�spe�tot� for h�s review priar t� #�etn+� distrib�te�. Th� �;on�ractor wi�l not be allnwec� t� ���in cor�struciEon on any k�lo�k unt�1 #�e f��er i� �eiivet�d to al� roside�ts of the bloc�C. An electronic ver��on of the �ample flyer esr� be o�otainad f�om the canstEuction offlc� �t 871-83�6. All warEc invoCved witt� tt�e pre�conskrucfi�r� natificat��n flye� sh�ll be �or�srcters�d su�si�iary to the contract pricv ��+� no addi#ion�l compansat�o� shal] be made. 17-88 TRAF�I� BUTT�l+f� "Che re�noval and roplacarnent oi traffic �ut#on� a� ihe ��spansf�fllty of tl�e c�n#r�ctvr and shall �e cor�s�dare� a su�si�iaiy ike�r�r_ ir� �he oveni tha� the �onlra���r pre�ers for the Signals, �igr�s an� hl�ark�r�gs D�vG�ian {��MD� a� the Transpork�tionlPublic Wark� Dop$�tmor�� to kr�st�ll the marking�, lhe cor�t�a�tar sF�akl �ontact ���D at �8��') 871-87'70 ae�d sh�aEl reir�burs� ��M�} for all �as�s �r��urred, both ia�or and mat�riaa, Na �dc�itEor�ai c�mpensat��n sh�ll ba ma�e to t�e contra��#or t�r #Y�Es rei�n�ursement. E��89 �J�I�MT�#RY 9�WER SE����� ��.�1���UT� +N�rene�rer a sanitar-y �ewer s�rvkc� �Gne t� installed or r��la��d„ th� �on�ra�t�r shall �nst�ll a fwo- wva� servic� cleanaut as shown In th� a!#�chad �e�aia. �lear���#s �re t� b� ir�st�lled a�t of hig#� #r�,ffic area� such a� dri�rew�ys, st�`�ots, s�dewa�l��, et�. vv#�enev�r �o�sible. Wh�n ft �s nox ��ss9�ie. th� cle�no�t �tack and �ap s��l! be �ast imn. Paymant for all work and �a#erkaGs ne�essary far �he i�stall�#ion c�f #�re two�v�ray se�v��e ��eart��t whicn .�re roq�ired to �rovide a camplete ��d �ur�cki�nal sani#ary sewer cleanoux �halk b� incl�d�d ir� the �rice f���l �or �an�ta�y ��wer ��rvi�� ��esrta�ts. D-90 7EMP��ARY PAI�E�I��lT Fi�PA�A T�� �ontr�ct�r shall pr��+de a temporar� �aver�r�ent repair �mmed�at�l�r �fter trench ba�k#iH and ��mp�ction usi�g a minimum af �-�ncht�s af Ytot m�x �spl�alt �va�' a mit�irr��r� of �-irtches af cafin�ac#ed ilex �ase. This t�m�orary ro�atr shall be rolle� to �rovide a sr�-rv��� t�a�r�iti�n be�w�en #he oxi�ting pa�ernent �nd the ten-�porary re�air. The un�t pric� �id und�r tl�e ap��opria�� bid it�rr� oi tf7e prop�saE s�ral� cover a�k co�ts f�r prc�vidir�� terr�porary pav�ment re�air tor �MI �treet ��[� pri�� t� street �e��n�truc#io�. osr� a�,o2 � �-5i �T� b� pr��t�� on �or��ra���r's �ett�er�e��1) ��4T �; ���,�E�� �v���- �o�����.� s����r 1���ovEr��r�r� 11�ATER 8, �JANI�'AF�Y $�lA��l� LINE R�F'LJ1��lulFNT� 141+3U Qf�AINAGE IMPADY�h7ENT� �ONTF�A�t No. �, U�iT' E—�DR�ST PARK BL,1�D. T� 9s�' A�re, SE�T�ON IA - �A1'�1�TAFIY ��1hf�Fi LINE R�PEA���J�NTS ��W�R RqO��C�' No. PS46-U7D460133440 S��TI�N � - IN�ITEF� �INE RE�i.A��NIENT� 1NATE�t PR�JL�C� No. PW77�08�77Qy15��8Q �.�.�. No. 31�0 s�c�i�r� � - ���arr���� �r���ov���r��'� �.�.E. No. ���7 A+�AP��� 1.���4TI�N: �6 L, 76 M 8� 7�J Llr�rr� o� �ON�'�RLr��ri��: 1�V.14�3��A�� �fiFi��T (FQFI�S�` pARK BL1�D. 7O �"` ,4ue.) 12�5 AV�� {�ELICFi�k11lT PL. T� W. RC1S��IkLE $T.j 991',4Y�, ��L�lk�+}DER $T. 7Q ���R�ii ST.} W. R���[�Al� ST. {iF�' AVE. 10 9m AYE.j �sllrna�ed Duratr�n of �ar���ru�llon �n yo�,r �trea�; days ������ �� ������������ THI� !� T�1 INFORM lf�l� TF�AT UIV�?�� A�pIV'�RA�� INI�H �"H� �ITY �� F�RT IiY�RTH� OUR ���u1PANlf 11VILI� BE ���i�T#3L��TI�VC �R REpLA�IN� W'�4T�M�, �AhfIT�4Rlf �E11V��i, ��TORfu� F�R14MN LIN�� �hl, O� AR�IU�+,I�, �f��.J� PFi�F��RT1F. 1r�0U V�ILL ����I�rE A����ND iV�TI�E IN AB�UT �EN pAll�, �HORT�,Y B�FQ�E �ph1STR�l�'�IDN 10.�T�A,l.L1� �EClhl�. IF YOl1 H�4V� 14NY QUESTI�h��, p�EA�� �{4�.L,: �ontractor's �r����te R��r��entative �iE� of Fort Wor#h'� �r��it� Mnspactor Telepho�� # OR T�lephor�e � AF'TER �:3p Ppd 1M1f��tC#]AY5, OR Oi�J W��K�NDS, PI„�ASE �AL� (817) 877-78T0 P1.L�'AS� #C,��',�' TH�� F�.�'�R hf�4NDY �'Vf�'L�'�4" �'O�f G'AL�. $rr S�-S� bA7 �: (T� be prirti#ed or� �on�Ea�lar's Leiiefheadj PR�.��CT �JAAA�: F����DA�� �TFIEET IMPR�VEMENT� WATER & �A�VI'FA�kY ��YV��i L�NE F�EPLA��h7�N�S AND �RAFNA�� IMF�R�V��u1�NTS �ONTl�A�T Nn, �t UNIT I— FDR��T PARK ��V�, r� 9'" Ave. 9��TI�N A - SANITARY ��W�F� �INL� R��LA���I�NTS �EVI�ER PR�J��T N�. P�A�»0704��i�3+�d0 SECT#ON � r Ih�AT�R I.IN� REPLA�EMENTS 1�MAT�R PF10,l�CT L�h�. �W77-0607T�15358� D.�.E. N�. 314� SE�71�1�1 � � DR��NI4�E If�IPROVEMENT� p.p.�. L�o. 3247 hAA���� �O�ATI��1: 7C L, T6 M& 77.! LI11+1�T^.� flF ��h1��RU�'CIUIV: VII. R�S�AJ�1�.� �TRE�T (FORES� PARIC �LVO. T� 9'° �1ve.� t2'h JIV�. (���ICHAI"Ji PL. �Q V4. ROSEDAtL� ST.) 9'" A�r�. (OL�itN��R ST. TO CO�p�#x ST.} Esti�ated Dura�ivn of Car�struc�l�n on your �Ir�at; ��N�TR[J�T���] �111LY 3 DAY� AV�J�11�1�� � � ������ � � a��a� ��s����v�: �k� � FD��,OW UP T� �1lR P��VM�U� �70TIF��ATI��1 DA'��� , T#i1S 1� TO 1NFDRiN 1f�U THAT CON�TRI��'�4��J �F TH� �4B01IE REFE��fi+J��CI PRO.IE�T I� ��HEDU�ED TO BE�iI#�f 3 D�#Y� FFIQM THE DAT� �� 'f�fi� NQTI�E. if YOU HAVE Ai�Y CFU��TiON9 �B�UT �I���S�, ���4lR�TY. SA�E'1'lf, �R Af�ll �THEA I�SU�, PLEA�E �ALL: �or�tt'a�tor's �r�-�ite Repres�n#at�v� �tt]r of �ort Worth'� �n-�ite i�spector VY. FIC?$EI�1�L.E Si, �1211' AVE. to B"� AVE.) �ays Ze�ephor►� # C•I�� T�I�phone # AFTf�F� 4:3� PiVI WE�F{aAYS, 4#� ON W��}(�N�S, PL�ASE �ALL (��7} 871-'787'� 1�L�l.SL�' #�EE'P T�,f�,� �"LYL'h' HA1J�Y 1�VFfL`�V Y��1 �A} �, rrr SC-59 i - P�4RT ��4 - ADDITIQNAL �PE�i�►L ��f�DITIQN� {WJ�IT�F� D�PT.� �� ��I � �' , ��#f7 ! �.+1�i ' I�►kJ1.J1�L�1�r1� ����i��L �:��:�� 1 ��i�k� ��- � ���.. . �� ........ ... ............. . ........................................................................................... � DA-� PTF'E 6N�,.4RGEI1+iE�lT SY��L:�vl .................................................................................. � I�A-3 O:1�Ti�` . . . .. ... . .............................................................................................................. � I]A-4 �MFT ... ......... .. ............................................................................................................... � �f��5 P�P� ll��'�'ALL�b B� (��'�i�� "C�if�'V �OC��I� �T�T ..................................................... 9 DA-fi �ER�I�� LL[�f: P��1'T �2I:�AI�t ���..EAN�UT RE��4iR,,,,,,,,,,,,,,,,,,,,,,,,,•---.......,..... 13 D!l-7 Pl��'T`��`�I''T1f F: �A.h�I���L� ��AT1�1Cr �[�T� �0����i�1�1 PR(]TF,�TIOIti ............. 1� �A�B h4ANl-3�L.E €��3ABII.1'I'�']'I�T� .....................,...,.,.._....,....,...........,.....,.....,................., 18 DA-� �Lt�'A�� PF�PARA`�'iO�f FC�� N�A�iH�I..E I�EHA��FT'�TI�I� ......................... �� �A-1� IN'I'�RI�I� N�ANk3�I,.� ��A'�'TN� - h+1ICR��II.�i�1�T`� I�+iOR`I'A�1� ��'ST��vf,,....,,. �9 D�-� 1 II�!'f'E�t.i�l� �f�►�iH�L.F �OATII�� - �UA17�� ���7'�Ivi ......................................... 31 D�-X� [�[�T�'�'I��OR MAT�HOLC ���TLi�C -�SPf�AY V�ALL S�S'I"�iV1 ................................ 3� []!�- �3 IN'[TEf�C3l� IviA�1�I�I� ��A'I'Il�i� - i�A�:�1�1 �.]�1]T�� �YST`�M ............................. ��i D�l-i� LEV`S' �1l�LNli�l.� ��A'�"��; PFTtIv�AC.A�T ���TENi Wl`I'H �'.PD}��C LLN�I�.,,.... �9 1�A-15 �1T'E�1(��t [v�AI�I�C��E ���T��1���'I��I�G�S�AE.-S���M ................................ �� �A-l6 OMTT .. . . ... .......................................................................... . . . .. . ....... . . ............ � DA- l7 O�+I�'1 ................................................ ....................... .. .. ... .... . . ................................. 44 I��1- i8 �����IR.� �R�LJTi�1Ca -�---•-...----• ............................................................................... �� DA-1� �lA�L�i71xr1 TE�'�'i�1� ��' REH��C..1T��'�I� N1A.C�l�1�I.�S ....................................... �8 DA-�0 OMl'�' .................................................................... ....... ...........................................50 I3�1-�1 LC�CA"!'��N }�►�1T� E7�P�SLTR� �F ArI�1�T�HOLE� AC�lD WA"1'�F� �lAL�fFS ............. �� �A-�2 �EPJaACF.MFT*�T �F �0�1��TC �URB A�l�i7 C'xl.J"�'TEit ........................................ �� AA��3 F��L�CEI�i.Ijl+]T OFf"' ��I�?�I�E'�'E DR�VEW��'� ................................................. �2 D�-�4 f�.�PL�C'EIv��NT �F �i.�.l�_�. P�1�E!►��1'�' A�1D HA�E ........................................ �� 17��2� �RAD£D CI�U����� �T��1�� . ......................................................-.,,............,........,.. �� D�-�G W����: Ivi1L�L�� 2�" T� 0" T�E�TI-i �,C}' WIDE ........................................................ 53 Ill�1-�7 BU"CI" �C)1NT�5 - il+�i[aLEi],--•-• ..............................................................................•-----•-- �4 �A-2S �" H_�.�,�. �ultr���, �C�U1��� (T�P� "U" M1�C) .................................................. �� A,�-2�� I�CPL��I�L�NT ��= ? kk �.`[}I��RE'�'E V �LL�Y G L�'['i�'El� ......... ...... ..... . ..... .. ...... . . .... 5 � �]�-�0 ��"T ........................ .... . .. .. .. .. .. .............................................................................. Sl5 D�1-� 1 �1EV�f �" ST�NDARD WH.��L,�iil�C[� 1�A.MP .......................... ...... . . . ... . .... . . .... �6 DA-:�2� 8" �'A�VE[�t�I�T P�f3.�.�A�!"I�AI ....................•--.,.....,...,,...................,..................... 56 DA-3� REiNF�RC'�3 ��I�3['1�E'�`� PA�MFi�"f' �1� B1��� (CJ'�'�.�'1'�C �LT� .................... 57 l��-�� i�S��] �A�1v�El�T N�AR�E�� .............................................................................. 58 DA-3� ���A17`l��.r�' P�TI�OLEU� ��r�l'C'Ah�f1I�A"I"�17 A�fATER��►.L �iA3�F�3�..�?�1� ....... 58 DA-�G L�AT�TN�, iRAl�15P�1�T, Ai�l1� T�ISP��A�. �F �C�I�IT�►M1TIA'I"�D �O]L ............. �i� �A-37 ft��K �21�'1��P - �1��[.i'1' , �lLTER F�BI��G ............................................................. �3 1�A-�8 ���1�RET� PI�L �1TTIN.�'sS �ND S�'E��ALS .......................................................... 67 ��-�� ��acL�s��r�� �������' ��c��v��'ro� ..................................................................... �� ��,-a�o ������ ����i�� s�r�rr�� ....................................................................................... �� ��►��� v�rr ............................... ... . . .. . ... . ............................................................... ....... .... ��r ��a-�� ���.����rv'r' c�r �" c�rrc��-� ���v,r�..t� ....................................... ... . . . . .. �� I�A-�3 1�C�����ENDE� �����1�rcE �� ��}�1ST'�.L.��'['���i ............................................... �8 ror�a�or A��� i PAF�T D�► � �►DDI�"����IL �PE���4�. �����`�I�f�� �A�9 �iu��T DA-2 F�IPE �N�ARG�M�NT SYST��I A. GEN�R�I.: �. b�es��i�tion; TF�is sp�cifi�a#ion ir��Eu�es requir�r�c�nks t� rohabilitate e�€istie�g s��itary sew�rs �y t�e �i�e e�largem�r�t s�stem, he�ein �all�d Pipe Burst�r�g ar pipe �rushing {Pipe Burslir�gl�rushing�. This syst�m Includes sp�irii�g of �urstlr�g th�� ��tisti�tg pipe to install a n�w palpvthylane pipe ar�d re�onn��t existing sewc�r �ertrica �onnea�ior��. �. h+1e#ho�l�: Thts �c��#ion spacG�ie� k�e a��prov�d system meih�e� ar �ro��ss ko Inclu�le 2�lI Rab�r, r�r��erials, �ool�� �Quiprn�ttt and inctd�ntat� �ecessar}+ �a provida f�r thv comptete rehabili��tiort af de�eriaratod gr�vity sew�r Eir��� by th� Wfpe �u�stingl�rus�ing sys��m�. A�proueci metl�acfs En�aude: t[�c� PIhA �arpara�lo� �PI�J ��rs��m}, Pisc�ta 1�f��, hie+� Jersey: f�c�a� ���s�ructi+�n (�c�or�nekl �y�tom for Pipe �rushir�g), Houston, Tex�s; and Tren�h�es� R�placem�nt �}+�ter��, {TR� ��stem}, Galgary, ��nad�. Ref�r ta �'art D - �P��iAL ���Di�f�iV� �,61 �IBSTII`EJTi��V� for intarrr�ation re�ar�iirtig pre-�ppro►��I �roc�dutes for �Eterna#ive pf�casses. �. De#irrit��n: The Pipo Sursin�gl�rus#�ing sys�am i� c�e�i�ed as t�te rec�n�tr�actio� a� grav�ly �ewer pip� b�r inst�tll�ng �� a�pr�v�d pip� Rna#erial, bp m�ans pf o�� �f #he pre-�pp�oved rr�ethod� sot forth in �ection A,� of t�i� sp��if��2�t�t�n. T�e pro�ess Invalv�� th� us� o� a�t�#ic, t�ytfr�ull� �r pr�eumatic hammvr "rr�olir�g�� tle�rice, s�ftabl� �ize� s� break �ut #h� �kd pkpe or us�ng rr��dffle� bar�n� "knife" v��th a flare�i �lug tha# ir�plo�es �r�d crush�s �he oxisting sew�r pip�. Forward �rogress of th� "ma�e" or #h� "�C�i#e" rrG�y be �ic�e� b}� tF�e u�r� of Mydra�rlic aq�i}�menx ��' �#hor �pp2��attis. a� �pec�fie� in t�o a�praved rr�othods. TI�� r��l���rrtent pipe ks �ithar p�lled or p�sh�d into l�� ��re. �he me�h�od aflow� for �e�Cacemer�# �f pipe siz�s fram 8" l�ra�gh �1" andl�r u�sfzfn+� in v2�ry�rrg in�rements up �a �1". T�rs ��a�iffcatlon is b�sed �n th� pr�cederlt kh�k tf�e Prpe �ur�tingl�rr�shin� s�rstem �s�� t�as be�� pra-�ppro�ed by th� �ily of Fort �lorth Dv�arkm�nt of �ngfn�erin�, a�d Fart Wortt� VMlater Dapartrrt�nt, �. C��akf�y l�ssuran�e: �I`#�e �ontract�r sh�ll bc� cartifi�� b�r #h� p�,r#�cuf�r Prp� 6urstir�gl�r��hing systt�m marauf�cturer t�at su�Y� iirm is a Ilcanso� En�t�llar af th�ir s�st�m, �+lo ot�er Plpe Bu�s#ingl��usk�ir�g s�s�er� �th�r than th�s� list�d fr� ���t��n �1.�. �f thes� s�ecifi�atr��� i� ��cep#�ble. $. Personn�l directiy ia�volved with ins#�Ili�g t�t� rtew pip� �h�ll t�ce3ve traie�ir�g ln the pr�per methods for ]���# fusing. ��ndling, and ins���Eir�g the p�ly�t#�}�aene p3�e. Tfa€r�ir�� shall bo psr�c���'ned b� � q�alifaed re�re�enta�ive as determkn�d by t�e �i�e manufa�tur�r. f (�+D��7 r A�S�-� PA�T Dl�ll - �1DD13��IV�►L �P��IA�. ��1�DlTI�N� b. Personn�t dir�c#l� inv�lvad wftri install�r�� �I�e new plpe sha�l r�cai�e t�ai�ing �n th� praper �re#had� ��r jaint fr�sin�, hancElir�g, ar�d i�stalEing t�e palyv#��+ker�e pipe. Training sh�ll b� perfarm�cf b� a quali�ied r�pr�s�ntat�ve as determined �y the pipo manufac#urer. �. ��I�mitta��: �uk�mit t�r reviev�+ and accepi�nce, tho forl�wing �ontr�ct�r's W�rk Pl�r� and Drawir�gs #o th� De�art�n�nt �f �n��neee'rng ��]OE}: a, �fi�o� drawings, catal�g data, an�! manufa�kur�r'� te�he�ical data showin� complete infarrnatior� �n rr�af�rial �ompo�itic�n. p#�y�ical pro�vrtie�, ar�d dGmer�s��r�s �f new �ipe and �at#Ir�gs. Inc�ucie m�nuf$�#urer'� �ecammenciatior� fi�r �an�Eir�g, storage. aerd e��$�r of �kpe and fEkt�ngs if damage�. b. Loca#io� and r�umber �f insertio�r or a����s �its ��raEl b� planr�ed by �or�tra�tor and sul�mitted in writ�r�g pr��r to axca,�aiion for �p���val b� DD�. c. �+Ae#hod af �anstructi�r� a�d r�r�toration of ��crstir�g sewer se�vice cannec#ian�, �f`�ris �hall in�lu��: 1� Def�il drawin�s and +,n+rll#�n descr�p#i�r� of She en�iro con�#ruc�iorr proc�c�ure #o i�s�all pipe, b�qas� sewa�e flow �nd �ecor�n�ctior� ot sowor service cor�ne�tiar�s. �) Wo��C�ng �irav�rings far wnforrr�atfon oniy ��o+,ving �e+�+age fa�w E�ypass, and m�inle��nce of #raffi�. �ontr�ctor sE�al1 �rov�de f�r �ontGnu�us sswerage f�ow. Dewatering sF�all �e tY�e �ontra�Tar`s rospons�bili�y. �� �e�tf#�c�tion of workrr�er� iraini�� f�r i��talling pipc�. 4) fieEevisior� insp�ctkon repor#s and v�de� ta,pes m�d� after r�ew pipe xn�iaNali�n. �. Deliu�ry, ��ora��, ar�d Har�d�in�; a. T�ansp�rt. i��r�dle, ae�d �tore pipe ��d fi�tir�gs as recomme�ded hy man�f��ur�r. b. If r�ew pipe and fittir�gs �ecorr�xe c��mage� bef�r� ar during instaalatior�, it shall be fapairad as racorr�r�et�ded by the mar�ufiac#��'er or r�p3ac�rd �s r�quired �y the Pro�ect hAanager a� !�e ��ntract��'� e�€per�s�, b�f�r� �raceedir�� turt�er. c. D�I�ver, store a�rd h�ndEe �tF�er rr�aterials as raq�Gretl to prevent d�rr�a��. ����T�i���f�l� r�wosv�� �4��-� P�#RT D�l � �4��JlTi�I��L �PE��AL ��I�f D�'Tl�f�� �. P�ky�$thylane Pipin� �u1�E���l: The piQ� �€�d fi�#i�g materi�l shall be hFgh� der�sity� ext�a moi�cular wei�rit (EF�#NfW) �oa��th�lene pkpe m���rial r.�n#���nir�g to A�TM 1�1��8, l'�+p� I�I. �lass �, �atsgo�}r 5, Cr��e P�4, and have a PPf ��laskic Pip� Instll�t�� ��e�ammenc�erl des�gn$#'ron of �'E3��8 �nd c�ll cfassifica�tior� �4���4� pe� A�T�+1 �1�3�0. Th� m�lecu��r w�ighi �at�gory sl��If �a erc�ra h'tgh {2��,��� to 1,50�.��A� as per #fi�e ��I P�rm�ati�r� �hr�rnat�gr��h� det�rminati�n �t�c�d�re with a ty�ical vs�E�,e �f �3�,�00. a. Tha ir�teri�r of the plpe sl�all b� � li�ht r�fa�c�i�e coi�r to faci�itate �Iosed �irc�lt tel�visi�n kns���ti�n, �, ihe p��� materi�l sl�a�l bo list�d by� the �'la�tic Pipe le�s#itutc� �PPI� in �PI TR-�. 1"�e �ipe �at�rial shall ��v� �� hyt�ros#a�tic d�sign t�asis af � 6�� psi at 7� ��rrd 8�0 ps1 �t i40 �. c, The mar�ufa�turer's certit€�a�ior� sha11 �t�te that the p�p� was rr�an�fa�tu�r�d tram �ne s�ecifac resin and s#��il s#ate tl�� res�n �rse� ar�d i�s �ource. All �a�p� shall be ma�e o� �rir�in tr��.#er�al, f�o r�worl�, vxce�t �h�t obt�ined fr�m k�e rn�nufa�turee's ow� prc�d�ction of t�e �ame farmuiati�r�, sh�ll b� used. d. P�pe su�p�ie� under thi� sp�c�fi�ation sh��l i��ve a n�rninal quckil� Iran P�pe� �i�e in�fde tliamet�r. The �#2�n�k�rd L imer�sion Ra�E_a ���R� �n�l min�mum �r�s�ure t��#�rtq of the �i�e s��ll #�e �D}� �� � 10� usi. Plpe with a I�wer SDR ratio ar�d h�g�er �re�sur� rax�ng rnay b� ��e� kn lie� of t#�� rni�irraum ��ecifi��1. �. �osts; T�e �ontr�ctar shall be roc��ired to send submit[als fa the �ity of F�rl Wor#h on the producki�� m�t�ra�l. a, The }�rpr� m2�nt�fa�turer shall �rovi�e cerkif i��tion tha! sam�les ot the prad�ction pradu�t ma�t� these spocific�fions. The �erk�ficakior� �rlli �tat� tYr2�t pr�d�c#ion �roduct has b�en testec� i� �t��ordance with �1�TA+1 D�8�7, a�d validat�� ir� ar�ord�,nce with �F�e latv�# revisivn of �PI Tt�y�. b. The pipe rr�a�au�a�t�ro� shall prvvid� oartiticaiion t��t �tre�s r�gr�ssic�r7 t�rsiint� �as be�n p�riorrner� on the spo��fic pratluat. �ar#ifi�ation s#�air include a stress lifc� curv� psr �4�1'SU! ��8�7 and te�ti�� �hal] h�v� b��� p�rforrnec� ir� ����rda��e with A�T� D�8�7. �, R�jec�ion: Pc�l�rethylena plastic pi�e and fitti�rgs r�ay b� rejected for #allute to �n+�et anyr ofi t�re roq�Gremen�� c�f this specitication. �. S�W�R ��FCVI�E ��IV�f��TE�iVS: �ewef Sorv�ca �onna�t�o��: �ewer sen+��� c�nnec#ions shall �� �onne�ked to tl�e new pipe by rrre�Yrani�al or f�sian t�rtie#�rods. �r��� tt�e sad�l� is socured, � hol� shall b� drllled in the p�pe t�� f�,ll En�ide �liarnei�r of saddle outl�t. �. P�pe �adtll�s: Iu�echanEcal sadcEles ahall be ma�� af pofyath�f�ne pipa compaund that rneels the requirem�nts o! A�TM D1�A�„ �ia��s �, h�ve �tainless st�el �tra�s artid fas��n�rs, �vc�pren� gr�sCt�t ancf backup �late. f�ech�nical sadd�es shall be r�m�vo � A� C �4 PAR� �A � �►DD1fi����L �F"E�IAL ��fVDiTI�IVS �trap��n-�addlo Typa as rr�anufa�t�r�d b� Drisc�pGps or �`a�pir�g �a�dle maraufacturacl b� DuPor�t, or appr�v�d ��u�l. Fusior� sadd�e� s�a�k b� electr���rs�afl brar�ch sac��les �s mar��factured by �e�tral �i�st+�s �omp���, o� approve� �qu�k. � 3. �arrn�c#Eor� to Existwng �ervice: �onn��tians to kt�e ex�sti�g sewer servic� c�nne�trons pape sh$11 be m��e ��in� �IaxibEe caupling�. �1�1 fiexible oou�lirtg� �hall conf�rm �o I��TI� ���� ar�� shalG �e as manu�acts�re� b�y �er�co ,�a�nt ��a1er �o., ��W Plas#��s, I��. ar ap�roved �[{ual, S�c�Cfkll 2�t s�rvice cone�actit�r�s sh�El l�e cemer�t s#�bil��ed san� (� s2��lcs p�r �ubtc ye��dj to a point S� ie��hes a�rove the �e�vrc� lateral to trenck� wn�vr�e�tior� and sF�ail be in accordar�c� with ti��se speclfi�ati���. The �ot�tracior sl�all, �po�7 re[�uest, p2rmi� tha �r��ine�r tt� E�ka �levaii�ns on b�4h #I�e �xisting �nd �ew porti�r�� o� tltie service �on�ectior� po�e to detetmir�� final gFade and in+��rt elevat�ar�s. E��vati��r c[�ar�g�s greater i�ran 0,�� f�et frarn tho ho�se I��s�a� �iping and s#��II �e re�orrn�ct��l as dirocted b►� khe En�in�er. 4. �ervice lr�tee��pti�ns: �et'vi�e inte�ruptiar�s to homes shatl r�ot �xcc��d 1� Y�aurs. PREPAFIATI��: 1. By�a�s�ng ��wag�; a, Th� �antrac�or sha�l ����ss x�e sawag� ara�nd th� se�tion or secti�ns �f sewer to be rehab3Citat�d. The b�rpas� �hall k�e made by �lug�ing exi��ir�g ��p�#r�am �anF���� antf pum�in� the �ewage into a d�wns#ream rrFae�hale or adjacen# s�stem pr �th�r �nethvt� �s may be ap�r�ve� b� th� EngFrteer. The p�mp a€�d bypa�� I�r�es s�all b� af �dequate �apacR#y �n�# si�e io h�ndle #he il�w witho�t sowage bac�C�,p occurring to f�cflGkies co�ne���d t� #h� s�we�. b. Xl�e �on#ractor s���l be respar�sibl� #�r �ontin��ky �f sa�it2try sew�r s�rvice t� eac�r �a�ili#y c�nne���d ia �i�e �ectipn of sewe� during tl�e oxe�utRon of �hs w�rk. If sew�ge bac�Cup oc��rs an� en#ers k�uikdings, tk�e �or��rac#or s�all be �espons�b�e for ol�ar�-up, repaifi. prop�rty dam��e c�sts ar�d cEaams. ���� � �. Line [�l�stfucflo�s: if p��-install�tivn {TVj ins�ection ��vea€s an ��structi�n in t��a e�cistrng �ew�r (h�a►ry �o�Fds, #rqpped joint�, pro#�udint� sefivice t�,�s or �olla�sed p�pe) wk�ic�� wi�l pr�ver�k compi�t�on of t�e p�pe b�rst�nglcru�hing proc��s, and ca�rr�o� be rer�oved t�y conv�r�t��n�.i ��we�` �laanir�g eq�ipm�nt, th�rt 2►n absx��ct�or� remova� shal� �e m�d� t�y th� �antracto�, �+ith #he ap�aro�ral of fhe ��g'tnear. �. �a�s fn �ewe� l.�n�: A�.L ��IC� �AND �FiA�E PR����fu�� Ih! EXI�TIf�� ��WEE� �I�1�� SHA�LL �� ��I�F#E���� A� PAR�' �F T3-iC� ��NTA+��T. If tho pre, constr�,�#ion t�levisE�n inspecti�n reveals a sag i�+ x�e sewer lin�, t[�� Cor��r�ct�r shall t�e re�ponslble for br�r�ging th� pr�posad sewar �i�e t� a� ���e�t�ble �ra�l� ���-5 ����r �x � �����'�orv�a�. ������a�. ���vi�riorv� �n+ith�u� a s��, A sag is deff�ed as any sewvr �ine seg�nant mor� tF�a� 3 Feet in I�n��h �rFri�h� pa�ds w�ter ir� lhe absencr� of sew�g� f1t�w. '1"he contr��t�r �h2�1� take the nec�ssary msas�r�s ko e�iminate the sa� #�y #�e methad o�: pi�e repla��ment, dlgging � sa� elEr�ir�at'ron �i# ar�d b��n�i�rg t�e b��#om o� the pi�e �rench t� a r�nif�rm gr��e i� I�n� wi�h t�e c�xistir�g �ipe ir�v��t ar b� other m�as�rr�s l�at sh�lk be a���ptabt� t� �ha E�gin��r ancl the �ity. �. Identifi�akion ot �ags: S��s shaGl t�e id�ntif��� by teiev�si�n ��spectic�n in th� absence �f �ewa�� f�ow. ii avaiiat�le, th� �ankr�ck�r shall �o furrNiskted telev�s��n tapes from th� �tty 'rd�niif�i�� t�e sag �ocation. �I�w s�all b� k�loc�etf st an upstr�am rnanhale and div�rted ta anoth�T �ewef line �r downs#r��am rxran�rary b�l�w kh� se�m�nt af pipe �o bo inspe�tec�. TV irts�ectian ���If b� perfarme� ir� �c�otdan�e wikh t�levi�i�n �n��eatka� �f sanftary s�wer I�r�es. Vld�o tap�s s�r�ll t�e subn-riEted to the L�e�artment �� �n�i�eering tor rev��w. b, �orrec#ion of �ags: �ags s�all �e rc�rr��ta� by� op�� cut ar�� b�r adc#ing ac#di#io�tal bad�ing rr�alerial to �rinc� tha sa� b��k to �ra�e wh�re �ccess i� �vai�able. F�� plp� €anl$�gerr�er�t methods, �la sa�� iclentifie� on the pra- ��nstr�ct�on vlt��� t�p�s sMall be corre�[et� pri0r !� �omrnencing wiwh pkp� enlargemani. Ir� inst���as w�er�r s�gs 2��'e Gocated un�ior exlstin� struc#�r�s, the existing sewer lin� ma�r b� �o�ncated us'rng op�n ��t �r b�ring m�thc�ds, �he De�artmon# �f �n�ia�e��n� shall specafi�aily ��view p�tential rela�$#�on's ar�d evaluaxe the cc�n�tru�tabiEity, a��r�omi�s an� engir�e�r�ng f�asib�lity pr�or to c�nstrucfla� work. c, M���ur�ment and P��rment: A+I�asurem��# and payment �� c�f�r�ct s�g� shalE �e pnr lin�ar f�ot af �ipo �ons#r�rck€on to cvrre�t #i�e sag. For prp� b�+rstkn� m�ih�ds, op�n-�ut �r �ore c�n�tr�ction, the a�pric�bie bid prices in the pro��s�.E se�tfon shsll �p�ly. 4. T�lovi�ion lnspeciion: Ir�s��atGor� a� the pip��ir��� shaN ba p�rfor�riad by e�cperRer�ced persor��el traine� in E�catir�g bre�ks, c�bstacl�s and sc�rvac� �on�ec#ions b�+ �Rv�a�d �ira�rit col�r ��levi�+�r�. �e�ovision inspe�#i�� shall t�e in accordance wi##� the s�e�ifi�ations ��ntaino� t�er�with #ar "Pre- and Post- ��nstr�ctior� Te���isi�n Inspectian ai �ani�a�ry �ewvr L,Ir�ee". E. PIP� �f�I�RC�El�+�Ef�7 3Y�T�M A1�JD Plf�� li�,l�T{���AT��hI: 1. �ite Or�an{z�t��rt: �. �r�s��ti�n or a�ces� pits st�a�l ba Iocated suc� khat t��ir to#al num�er ��al� be mir�im3ze� �nc� the ier�gth of r�pa�c�rnent pi�e ir�stalled kn ��ingie pulC s�t2�ll be maximiz�d, b, �xis��r�g rr�anholes shal� be utaRizec# wh�rever practical. h+�anhal� inv�rks ar�d �attoms ma� be removed t� p��mit acc�ss f�r ir��#aMlati�n e��iprn�nt. r o�n�r� A � �-fi �J�RT DA - A�DITI�IV�L.. �PE�IAL ���iD�Tl�h�� c. Eq�i�me�t uso�i �� perf�rm #he wafic s�ra�l ba I�cat�d sway �rom b�rildir�gs so �s ra�t to cre�t� a�taise impac�. Pravld� �ilen���s or other �evks�s to r��u�e r�a�t�ine �n�se a� nee�ecl ta rtleet requiremer��s. d. The a�tu�l �i�e �nlar�ement �roceriur� shall cr�mmence pr{ar to � 1:40 AN4 Gn arder to a�#�r� th� co���ra���� arnple tame i� �am��et� all re�ate� wor+� wlthin tha allottec� workcEay, which is d�finad as #�re hou�s b�tw��n 7:40 AA+I �r�d �.0� PN�, so a� r�ot ko im}�ase �r� ti�e �va�e ar�� �omf�r# af pers�n� �n t#�e imrr��d��l� v3�i�ity. No a�#��� pipo�ursting work shall be �t�rtsd 2�fter 1�:4p AhA; all a�tu�1 pipe�ursti€�g a�#ivity s�all ce�ise �t 6:00 F��+14, �#�or ���ivities oth�r thar� the a�tu�l pipebursting m�y c�n#inue �1#er G:A�3 �ri�1, �. �ir�i�hed F'ipe: Th�e install�d �ep�aceme�rt pipe sha�f b� �ontinu�us ovor #he e�tiro ieng#h �� each pipe segmeo�t iram menh�le to marr�a�e an�J s�a11 b� fr�e frorn vG�ua� ��f��is s��h as fore��n in�lus�ans, �or�c�ntra�ed rEdges, discal�r�tion, �it#i��, v�rying wall thickness�, pipe s�p2�r�tion, okh�r defor�r�iti�s. Ae�lac�mer�t �ipe with gashes, nicks, 2�I�r2�si�r�s, or �ny s�ch phy�ical damat�e whi�h rnay h�ve o�ourreci d�ring starage �ndl�r C�andlin�, wl�ich a�re largerld��ger t�ar� ���1� ot #�e wall thic�Ce�oss shal! no# he �sad an�l shel! be remo�red frorr� Ih� ��nstr��tior� site, T�e r�placemee�t pipe p2�ss�r�g thro�gh or terrnin�ting in � manhoEe shall �ie caretukiy cut aut in a shap� �r��l m�r�nar approved by rhe �r���nee�. l'he inve�E ar�d ber�che� �h�ll b� s�reamlined and �mproved �or sm�oth fl�w, The ir�stall�d pip� sh�ll m�et the feakage re�uir�r��r�Ss of th� pre�sure test spa�i�ied �a�er. 3. P�p� �loin�ir��: a. �ecti�ns of polyoth�ler�o rt�pl�x�eme�t p�pe shall be asse�bEetf �ntf joir�erd �n t�� j�b site above #k�e ground. J�ir�tang sk�all b� accomplished b� th� heating a�d butk��usEon syst�m ir� siri�t con#orm2�nce wkth the mar��fac#�rar's pr�nted instr�ctkorrs. b. The t�u�t-�u�i�n sy�#�r� for pipe jair�#ir�g s�all be carried ��t in the tEekd b� �p�r���rs utir€#h� �r�or �xperi�nce Ir� #usir�g �ol}+eth�iene pipe wr#h �imilar �q�i�rr�ent us�ng prop�r �fgs �nd t�ols �er stan���� �rroced�re� o�tlle�ed t�� #he pipe manuf�,ckur��. �hes� joints shall �ave a sm�aih. unif�rrrx, daubpe ralk�d ba��C bead �nada w�il� appl�+�ng t�e proper mel�, �r����re, arrd alagr�men#. It shail ba �he sale r�spo�sibility of the �ontractor #� pravid� �n acceptabl� b�tt-fus�o� joRnt, �111 Joints sh�ll be �nade auai�ab�e for ir�a�e�tior� �y tl�� �ng�n�er baf�re in�+�r#ian. T�� replacern�nt pMpe �h�ll b� jair�ed on �h� sita ir� ��r}�rvpri�to waf�cing lengt�s near the it�sert�on plt. The maxirr�um fongt� of car�t�nua�s replacem�rnt pipe wi�ich sh�El be �ss�rn�alod abo�e gr�ur�� and pull�d on th� job �ite a� a�n}� on� tim� s�a11 bo 6�0 lin�ar fe�#. c. ��r si�uatians vu#�ere t�e re�lacement �i�e is na# pull�d sll th� way to the r�anhole or Ef �# is Im�ossibl� t� �u�l #�e missfe all #�e w�� �I��aug�. Ehe f�il�win� shall 2�ppl�+; �# #ha directior� a� ��e E�tgir�e�r, � 12�-�8" f�11 �ircle �te�� clamp sE�akl bo u�Ml�z�d to c�nr�ect �egments af t�e MD�� �i�e. f rr�v+a r I�S�-7 ���fi �� - ��������il�� ����.�,�1� �i�������+� 4. � 6 New Pfp� Ir��ta�Fation: a. �`hr�arl winch ���lo �r c��irr a�rd a�s�ciated i�nes t�ro�gh sewer s�ctia� to t�e �e�a�ii�tated. FC�e� lit�e� awa�r fr�rr� pe�estri�r� �,nd vehi�ular traffic. b. �xist�r�� mar�h�les ma�+ be �s�� far lac�nc� ar�� re��iuing ac��ss. Rerna�+e ma�r�h��� in�erk ar�d battom �s r�qulr�d. Pull wir�ch ch�in ii�rough sewe� so�t3�r� anc� alt��h to cutt�r and �r�ra�4�i�e hsad. �awer into launchtr�g rr�anh�le, apply �vinch te�rsla� �ull��g ihe cutker and h�a� ir�to the sewer un�il th� r�ar �f #h� ma�hlne is f��,sh wlth t�re rrtianli�le wall. �4ttach ste�l �tar#er pipe and advanc� a�sembly unt91 t�e rear af th� steel starte� �ip� is fi��h v��th th� rr�anhole w�li. L.�wer hyd�auli� jack into the r�r�anhole ar�d ali�r�. Insert nevw pipe t�}� s9m�l�an�ou� ap�ra,tion of #he jack and vw�nch�ir�c� �#�e cu�tor a�d h��c� �orward. Ancharin� New Pip� an� �e�iing 1�+1ar�t�ol�s: a. After th� r�a�r pi�� has boen ir�stalle� �n t�e e�t�re len�fh of the se�r�r sec[i�n, anc�or th� pipe at m�nh�to�. TF�e r�ew pip� s#�all �r�#ru�e in #he m��hol�s fo� �na�g�r dist���e to �ltr�w se�ling ar�d lr�mm�ng. b_ �ealir�� the n�w pipe at mar�h�l�s �haH not b�grn �or a minirn�irn of ten �i�) h�urs a#ter ins�ailation. F�rav�d� a� tle�ibl� g�sEcet conn�c�or in #he m��h�le wall at the ond c�f th� r�ow plpe, �enterad in th� �xisti�g m�xnd��l� w�kl. Crout flexlb�e c�r�n�ctor ir� th� m�r�hale, illlin� aN v�ids #h� $u1f tFr�cicnes� af ��re mar�k�oEe w�ll. c. Re��ore m2��hol� bottom and in�r�r�. Field �es#in�; a. Low �'�essu�e Arr T��t of Re�€acom�nt Pip�r: Afi�r a fnan4��ke�to-manholo sectic�n o� sanitary sewe� mair� has been �Ip� burstic�usF�ed and prior ta �r�y senric� line� bs�ng connecte�l to ��v r�pCa�c�rnert�# �ip�, th� ��p� sE�a��l b� �I�gg�d a[ �ach r��nhal� with �nc��r�atic �Eu�s, Th� ����gn of t�o pru�� shaU be �U�� that t�oy wRll hold aga�ns! t�� test pr�rs�ur� �vEth��t re�uwring ex#err��k t�l��kir�g ar �racing. �r�� �f th� �kugs �Y�aii have t�rree air hos� c�r�nections; or�e far �k�e ir�ffarkor, afi tl�e pi�g, ar�e f�� ��a�i�r7g ��io air pr��s�r� in t�e s$aled lir�o, arrd on� for intrc�du�ir�g �ir into the �e�le� Iln�. l.ow ��essure ai� sh�li th�r� �e intro�luced �nto �h� s�al�d �irte until th� i�ternak air pre�s�re reaches �.� ��'r� groa��r #han #i�e aver��o �a��C pr��s�re res�Eting from �n�/ ground water that ma�r �� �ver #he pi�e. At least lwo rninut�s shall aCa}�se i� �,Ilow th� �ressur� #o �tabifize, The #ime r����ired for t�te irrt�rnal press�+r� to clecreas� fr�� 3.5 #o �.� p�i� grea�er than t�ta av�ra�e back pressute res�rlting from ar�� gr�unci v�a�ar t�at ��� be ov�r th� pi��, sh�i€ no� be le�s t�an #h� kime sh�wn #�r a giv��r pipe diametor in #ho Followir�g t2��1�: - - ��rr�er ��pe D�a�et�r ir��hesj 8 �4�[�r�irrwum �lapsed Time ��ninutesy - � - r�ar f�S�-8 ����` �� - ���a�'N�r��►�. ����i��. ��r����ri��� ,o i� 15 � 6 � b. P��t-�onstru�tion T�levisi�e� wr�spectio� of {Vew P�pe: R�#e� �o �pe�E�€ �ond�ti�r� for Posx-��nstru�tio� Tetevisi�n Ins�eati�� �f �anJ#ary Sewee. F. fv4�A�l�R�MEf�7 AhiD k��I1lCN�.h�7: �. Pkpe Installa#ion: Pi�e �i3s�allatian �vill b� measur�� for p2�ymenE by th� li�ear foot �t prpe a�c#�a�l�r i��tall�d En the varRa�� rliamefers o# seu�ers mea��red along tF�e centot�line ot the sewer fram cer�terline to ��nterline of manholos. Pa�rne�t wlCl be m��e fo� th� quantitk�s �e�sure� al the u�i# �r�ce per Irnear #�ot for ##�e �r�rious sewer dla�etars I�skeci. �. �erurce Re��nnect�ons: inst�llatlort o� ��w�r ��rvi�e conne�tians wiil be r�e�xsured foE p��rmeni b�r ��ch �ctu�l�� r�cvnnected ta tY�e insta�Ced pi}�e. Pa�r�enk will b� m�de for #ho q���ti�ies rneasure� at �he unit �ri�� per �rs�h list�rd, �'a�r�ent shaEl �r�clu�e r�q�ired exc�v�#ion a�d �ackfill, saddles, flexible conno�tfon�, and �H other �ncicie�kals r�e��ssary t� su�cessfuliy re�or�nect sewer service lir�es to tl�e re�r��i1k#ated sewo�. Payrnc�nt shakl r�t�t ir�clu�le p�vem�n# r�pf�cem�r��, whicM ii required, sha�l �e pai�i separate��. �. �ewer ��e2�ning by Bu��at Nlacf�ane: Haa�+y clea�ing re�uirir�g mor� #k��n l�ydraulic je� cleanir�g shal! be p�rform�d f��+ #�ucke� machines, �hs �ayrnent f�r suck� cleanir�g shall �e ir�ca�ded in t�e �i[# akem for I�re-�onstruc#ion Tel��ri�ion lnspec#ion c�f ��,r�itary �ewef �ie��s, �. B�r�pass Pumping: The �ontr��tc�r �l�al1 }�ravidv �ive�s��n #�r �he fl�w o� �ewa�e aro�n� th� secti�rt �r s��#w�r�� of pip� �sa�ignat�� #�� reY��k�il�t�t�on. T�e p�m�s an� by-p�,ss �Mn�s shall �e pf ���quate ca�acity a�d si�e �o handE� al1 f€ows, All �osts for by-�ass p�mping required tluri�g in��allafkon of t�e pipe s�rall b� subei�iary to pipo ��f�rge�rie�t_ �. �i.�l�}S!{�l�Ik'j/ Work: A�y �afn�ge t� �tilities and proparty, �es�lr�ng repai�s, l�mpora�y servi�o costs. �f�. sh�al! l�e b�r�e by ��ntract�r. Rep��r �ndlor r�pl�cerrtee�t of iences. s��ir�kEer s�stem pi�ing anti other s�ch r�stor�tion work resuiki�g F�om �ontr�c#or activtti�rs shaGl �� cor�s��ler�� �u�stdiary to the ��s� o� fhe praj�ct a�r�d nc� a�ditionai pa�ment wfll b� a�low�d. 6. T�stir��: �#tl cast tor �astirrg the r�p�acement �ipe b� a pr��sure m�ti�od will be in�idental to �ipe ins��ilatior�, C1A-� �fNIT DA�4 �11�1'i D�1-"� PIPE iN�tALLED BY �TH�R THAN O��N �UT ��nsl�r f�11S�-� ���� �� - ���rTi�r��� ������� c��u�ir��rv� �������: 1. Fumis#� rc�aterE�ls ar�d ne�essary accoss��i�s, witt� str�n�th�, thi�kness, coa��ngs, ae�d fittings indic�ate�, s�ec3fied ar�df�r nacessa�ry� to campfete ti,e w�rk. �. �Il e�€cavat�an �hall pro��d� �n ��er� ar�a conformi�g #� th� o�tsi�� drarn�#�� ot l#�e �asl�,g an�f�r ��,rr�er c��duii. Th� excavation �hall #�e ta an alignme�# and gr�d� vu�lck� wll! allow #h� c�rri�r cor�cfuit �o #�a i�sta�lo� to pro�er fine ae�� �r�de as shown �r� #�� Plans an� a� estai�lished ir� tr�e Sp�clfica#�o�rs. 3. Waric sl�all ba �erfarrr�ed i�t accorc��r�ce with t�re requi�e�ents af the ��ky of ��rt Warth W�ter €�ep�.�tm�r�t, t�a �exas �epartmortt ot Tr�ns�orta#ion, or ra�lr�ad ��rn�any, �� ap�l3��bfe. R. NxATERIAE.�, �, �as�r�g PMp�: Casing �f�e �hall be �teel �on�a�rning to AN�I B�6.10 �r�d the tallowing: �. �'i�ld �trengkh: ��,0�0 psi minimurn, b. Wall thickn�ss: �.�1� in. ir�i�irr�um (�.� for railro�d ��'bss�r�gs}. �. Diamoker: As �h�wn o� the �Ira�wir��s {��nimum size requiror�r�nts�. d. ,3oints: �ontinuo�s c�rcum#�rantra! tinleld in ac��r�#an�� with AW� D1.1, �. �a�ier I�tp� in �a�ing: ��rrior pkpe shall be as si��wn on d�awi�gs �,�d �s s��cified i� the ��neraf �ontrac� �ocum�n#s. �. S�w�r Pkp� w�th�ut ��sFr�g �wpe: �hali be mfn�mum �iass S1 ductite Er�r� pi�a, ar as desigr�a#ad on the plans. �. �rout: Craut shaEl be p�rtfand �ement ��out of r�irr. ��q� �si corn�ressive strenglh �i �8 cte�y�. Pro�arEto�ed no# I��s th�n 1 c�. ft. af cement �o � cu. f#. of fiine sar�� with �uffici�r�k +r�r�ter ad�ed �o �rovid� a free tlav�ing thicic s�u�ry. �. E}C��UT�O�1 1. 1Nh�re �ewer p€pe ks �equir�c� to b� install�d uncEer ra�Nr�ad e�ba�Ecrn�nts or un��r hi��waysT stre�ts �r o#�e� ����lilies in other #h�,n ��er� ��t, can�#ructic�n s#�afl be perf�rmed in s��h a manr�er �o �s to not interf�r� uvith ih� apera#ion �f #17e rail�o�xd, stre�t, hi��7v��,�r, af �ther fac€lik�+. �,r�d �o as n�t to v�+e2�Ecen �� damag� �r�y err�bartkme��t or stru�kure. Clurin� c��s#ruc�it�r� ope�atior�s, b�rri�ad�s and ligh�� t� s�f����rd #raff�c ar�d p����sttJ��s shaH be #�rnrsl�ed and main���n��, �ntii s��h tirr�e as t�e #�a�kfill h�� ���n �ornp���ad a�rd th�n s#��It bo romoved fr�m the sit�. 2. Pfts and Tronches: a. �f tha �ra�le of the �ipe at the ��d is #�e��w th� �round surtace, s�i��blo pits or tren�h�� shal� be e�c�avated f�r t�e purpns� of c�n�luctrng the �acki�g or tunnel�ng ope�rati�ns �ntl f�r �iacin� end jo�nts o# th� pipe. Wher�vc�r �n� � �ro�o� � ASC- � 0 ��►RT D�► - �#DD13��lV�►L �P����#L ��hl�lTt��� tr�rncfitos �re cut in t�e sid�s of tho �mban�€rr�ent ar beyontl it, suc� w�rk shall be s�eetet� sec�re6�+ �r�d #ra��� in a rr�anner to �rev�r�t aarth f�`orri c�vir�g in. 3. �. b. T�e 1o�atian of the �it s�all rrxeet t�e ap�roval o# t�e �ngineer, �. The ��t� o# t�en�hes �xc�vated fo fac�kit�t� these o��rations sI�aIG �� backf�Eled �mmediat�l� �fter #h� c�sir�g ar�d ���f,er pipe i�stallation has �e�n comp�et�d. B�rrn� and Ja�kir�� �te�l Caslr�g f�ipe: �t�e� casi�g pipe s1�a11 l�e i�,stalaed b� b�r��tg h�le witk� iFre ear�� a�ger a�d simu�tanaousiy ja�king �ipe �r�t� �rac�. 2�. The b�ring sk��11 pro�ceed from a pit prav�ded �or the b�ring equiprner�t and workm�n. Tha h�las are to be bar�d rr��cl�ani��l��+. 7k�e bor�ng shall �e �a�e using a pkl�l h�Ee. B� #�ris rn�t#�o� at� �ppr�ximate �-inch halo s�rall be b�r�d tt�e en�ire lena�ih af kh� �r�s�in� a�d sl�all be c�e�kc�d fo� Iln� and gra�d� on khe c�pposkta e�� of the b�re #ram the w�rk pit. T�k� piioi h�l� shail sefve as ti�e �ee��erif�e �} tl�e larc�er di�rnet�r hoEe to be b�ro�. Oth�r r�ethods o� rr�ai�taf�kn� li�e and grade �n th� casing r�ay be a�praved �f a�ceptable t� #he �nglneer. �xcavated rnateri�l s�r��l �� placed near t�e ��p of the w�rkke�g �it and d�s�ase# af as requir�d. Th� �se of wat�r ar o#he� iluids i�t �or�n�cti�rt +�+iik� ##�e bo�ing op�ration will �e pt�rmik�ed only #o th� �xt�n� r�qui�ed ta I�bricete c�,ttir�g�. ,�ek�kn� ar �lui���g will r��t be pa r�n itt�d. b. Ir� �+n�ons�lidatad s�H far�natEons, a s�el�formin� cans�stin� �f at least 1� �er�ent �f F�tgh �rade b�ntor�iie rrG�� be ��ed t� cons�Midat� cuttings o# th the F��I�� an� ��r�rsh J�bricatior� for subs�quent re ir�staklatlon a� t�e pi�e fmme�iat�ly thereafter. C�Uo�d�l driliing fEuid �ar€�tu11y� proce�s�d e t�it, �e�l t�� �v�lls o} mo►�al a� cuttings and c. �111ow�t�le ►rerkation trom the lirre and grade st��ll be as �p��iiie� un�Jer paragrap#� A.�. �#II vo�ds #�e�we�n bore �n� out�ide o� �as3ng shall be pr�ssur� grou���l. ir�stalMa�lior� ot �arri�r Pipo in Casing: a. Sanit2�fy S�Y�r�r pi�]� IOC�t�d +h�lihl�k t�e �r�C�sement �i�e sh2�11 k�� ��J�pO�k�Cf �y "sk�ds" or "'bands" #o �ro�+ent ih� {�ip� �nd ��kl� from snaggin� an the fn�ide a� th� casin�, and to kee� the installe�d 1€ne �ram r�s#Ing on #he bells. f�. f�ll skt€ds s�ail be xr�aSed with 2� vuooc� �r�s�nr�tiv�. �ki�s shauld �xter�d far the full I�r�gth o� th� ��p� �n+k#h th�a ex�eption of �he bell area and sp�got ar�a neces�a�y F�r assern�l� un�ess othvewise specff�ed, �. TE�e ��nt�a�tar shall prev�r�� over-��El�r�g #�e �ipe wk�ile insialli�� it �h�ou+�� �he cas�r�g. A meth� of restric#�ng the mo�rement l�etwaen tF�e ��ser�b�e� b�al and spig�t vuMere ��plicak�l� shall b� pr�vic���. r�ms�r ASC-� i R14�T D� - J�D��TI�N�4L. �P��IAL ��IVDI�'���� d. At akl ba�ed, jacked, or t�rnneled ir�stallatfons. #t�e annula�r spa�e b�kv►+�e� #h�e carrier pipe and casing shail �� i�rl�d with gro�t. �are �us� be tak�r� #�$t �ot koo muc� water is farcoci into tl�� casing so as n�t t� fi��t the pi�e. �h� back�Fll material v�rill n�t be r��uired �M�las� specified an t#�e plans �nc� specif��d b�+ #��e �ngin��r. e. �losure o� thv casin� after th� pi�e has beer� �r�stalled shall be plugg�d a# ��re �rrds of #he casrn� as sho�rn �n tl�e �ra+�ngs or a� required �y tt�e Er�gine��. �. B�rin� a�� .�a��ing Du�tile Iron �wp� v�ithout �a�ing �fp�: a, A� i�d�oate� on dr�wings �nd 2�s requ€�ed an�i dirv�#�d b�r #he Eng�t�eer s�w�r �h�il I�e cans#r�cted �f �or� �nd jac�ted ductEla iror� �ipe. �. 1�1han a�as�e�g pi}�e is not designat�d qn the dra�rin��, #�e ��r�tra�tor sharl pr�vG�� a c�sin� pipe Jf ne�essary to a�#�isve lir�� and �ra�l�. �as�ng pipe shall b� provided at no arJd�tia�r�i �ost �nc! sh��ll �e subsidiary to the c�st bid for ins�al�atlo� By �##�er ti�e�n ��en ��t. c. Bor� and ja�k rn acco�d���e wikh paragra�h �.�, a��ve. d. �hork lengih of sewer cor�sisting of � single �ipo sec#ior� �na}r be it�staik�d by ]�ckin� �nr�kho�l � b�re #�oio f� pe�mii#ed b�r th� Engine�r ��d in soft s�il I��er, f�ll v�Fds au�si�a of ie�s�all�d pip� sl�al� b� pressu�� �rouk�d. �. T�nneiin�; �IVhere tk�o ����a�tvrist�cs �# th� soal, the �iza �f lh� pr�po�e�i plp�, ar t�e ��s� of m�r�olikf�i� s�wer wo�l� mako th� us� of tunnoling moro s$��sf�ctory ##�a�r jac�i�g or boring� or v�+�te� shown an the ptans, � tun��aing methad may be used, with ihe ap�r�val of the �n��r�o�� or r�ilro�cUhigF�ws�r otficia�ls. �. Wh�r� iu�r��Ei�rg is p�rtnitted, lh� iinkng �� the tunrre� �h�ll #�� �f s�ffici�nt strer�gkh ot s�p�orC #�re vver�urclen. Th�� �on�ractor sh�l! s�,l�mit the pt�pos�d liner rr�e#hod to the Engino�r #or ��pro��l. 71�e tur�nal liner d�s��� shall bear lho seal of a I'tc��s��! profess�orr�l engine�r kn t#�e �t�te o� Texas: A�pr�val by t�re �n�i�e�r sF��ll nat r�ki��re th�� �or�tr�ac#ar of �l�e respon�i�fl�l�r f�r �he acf�qu�cy af the firr�r mothod. b. The s��ce between #he tunnel 1ine�' �nd the �imfts �f excaystion �I��,II be �re��ur� �ro�te�i or m�d�ta�ko�. c. Ac�ess f�oles for ��a�ir�g concrete shaCl be spa�e �# ma�crr�um ir�terva�s of � 0 feet. �. N1�A�UREA+IE�1T �1fVD PAYM�N�: Ins�allati�n �f pip� b�r o�E��r than open cut wifl I�� maasurvd by ti�� Iln�a�r f��# of pi��, c�mplete in �lace. �u�h rneasurem�nt will �e mad� t�etwsen t�e �rn�s of #he p�pe �I�r�g th� car�trAl axi� �s Rnstallecf. The work� perforrrxed ar�� materfals t�rr�ks�o� as pres�ribed by this ttem will �e pa��d for ai thv �or�k�a�� Unit Pri�e b�� �er linear fo�t f�r Pi�� an�#$Irvd b�r ��h�r T�ar� �p�n �ut o� th� type, siz�, ar�d �las� �f prpe s����f�ed as s#�own on plans. The furnisk�ir�g of al� rnaferi�l�, pip�, 1in�r materials ��wa�ar A��ri� �ART D�4 - �4�D�T�i�i��4L �i�E���1L. ���VDli��i�� r�quir�d #�r Ens#al�at��n. for all �repar�ti�r�, �auling ar�d in�taifing �f �am�, and f�r all 1�b�r, tools, equip�nor�t a�d �nci�fontals necess�ry to camplete th� work, inclut#ing �x�a�+atron. backfilling and dlsposal o� surplus ma��rial shall be ie�clud�d ir� th�e �ontra�� t�nit Prrce a� shown Gn ihe Sid �r�posak. F�a�+rn��t shall no� ir��Gu�e �ave�nent rapaacerr�er�#� WhtCh if ro��lred, s��11 t�e pa�s� se��r�tel�r. DA�� SERVI�� LINE P�1NT RE�ALR !���ANOU� F�EPAIl� A. ���l�Fi�IL: Tf7e woric �c��rered h�r t�is �#em c�nsls�s �f �urnishing sll labor, rrkatee€al, equipme�t, s�p�rvision, etc. necessary to c�ns#r�c� ��►oint r�parr �n t�a portl�n of a s�rvice line located within a utility easefna�t, �t�eet �igk�t-�f-way �r an �rivate p�op�r#y, Poir�t roa��rs on �ri�r�te arovortY sh�l� onEV C�e addressed after ths �on#ra�io� has r�c�i►retl writ#�n a��mission from t�te �roaarl�v �wrter to t!� the w�rk. A b��,�tk I���#�t-of-Er�tfy Ag�'�e�nen# form �o be �or�plete� b�r #k�� ��ntr�ctor ��d t�� in�ivid�al prop�r�y �wners is in�l�de� ai t#�� end o# this sec#ion. T[�c� �or�tract�r �h�ll I�eep 2� recor� co�y of all �ight- of-�n�ry forrr�s ob#ained �r�d have it �n h�n� �# all tirr�es during constr�cki�n. B. �. C�ATERI�LS: ihe �ipe r�placer��r�t rrrateri�a s�ail be gasketed j�int, g�avity 1�1f� sewe� �i�e {A�TA+1 D- �p�4, �DF� �G} �nd t���re a rnln�mum c�ll classiticatior� �i 1����4 A or S as deiin�d ir� A��'N1 I�-1784, Ir�stallation shail t�e in st�ict �vtnpfi�nce �vith il�e man�rfaoCurer, re�or��rte��at{�n� and t�e Uni-B�ll PEastic Pi�e ��s��kation. T�� rnetk��d �f jointing th� er�d� of khe repla��d pip� +w�#I� t�� exis�ir�g pipe �h�ll be water tFgl��. E�E��iTI01U: 1. After t�� lo�atlon vf lhe pnint repa�r is determined, th� ��r�t�a�tor �hall oxca�ate and ramove #l�e d�mag�d �i�e arrd re�lace w�ih new pE�a, ihe mir�irr�urn ler�glh c�f �Epe r�pJaced sh�tl be #i�re� (�} �e�#. All woric sh�ll b� oerfoTmed �v a Il��nsed aCum�er, �etermi�e whe�h�r additional I�ngx�s af H�to be]rc�r�d '"rr�ir��mum ler�gti��. criteria t�o�d re�lac�rnent. R�porl r�eed ��r �,ddiiionaE raplacement to �r�y ��d obt�in a�praval before pro�eod�r�g, �. T#�� ����rac#or shal� requiro� p'tp� bedtlir�g S�hlkce lina �r�dg. vx�avat�, sF�ap� the #�oktom at tha trench and plac� tk�e so t#��t the gr�de of tho repl��d pi�e r�atches th� ex��ti�g 3. Nurr�rer�us senr�c� ��ne point repa�rs aiong v�i##t �ateraf �Mne poir�t re�airs a�d �bs#ruc'tion remavals are Eoc�ted in aFeas wh�ict� in m�r�y insiancas v�+ifl req�fr� IF�� removal of exi�tir�g l�n�scapin�, skruc#�r�s, sidew2�fl�s, d���evu��rs, ek�. I#ems remav�d or distur�ed shall rep�aced �� ��stor�d to orig�nal �onditlo�s ar bett�r, �. Rett�a�ral �f Debris: Ex�e�s excavat�d mat�r�ak and �o�ris are ta b� rerr3aved frorr� �he wori� slte cfaaEy. Cost �f haufin� ex�ess exca�ra#ic�n ar�d d�br€s �s to be i�cludec� in th� price I�€d far "�erv'r�e l.ine P��nt R�pai�', 5. R��f ar�d Yar� Drairts: 71�e Contra�tor shalE dEsc�n�ect roo� and yard d�air�� frorn #he sa�i��y SBvy�� 9�rV��� I�no. For ��r�i dratris, �he �antractor shal[ e�c�avate ar�d rern�ve t�e drain from the �ar� and #��ug ti�� line at #�e pr�p�r#�r line, For ro�f �t�o�rr l�l��-� � �AR�' D�4 R �4D�l�i��l�#� �PE�i�L ���1L�ITI�1�� drair�s, the �o�t���tor si��ll �'er1'�av� #he do�v�l�po�k ieam th� d�ain IEne and plug th� Ilne tv prev�nt tnflow, In ad��tic�ri, the �ontr�,ct�r sh�li �n�kall an elb�w fMtting at �h� b�tt�m o� t�� downspauk ko dir�ct runof#, away �r�m t�e b�,ilding, ar�� a�on�rete sp�ash pad �o ��a�en� �ro�ion. 6. Disc�nnected �ervi�a L.i�os; �or�tra�ts�r sE�all removc� the s�rvlc� lines no lonc�er i� use �� �xoauati�g at the prapertp Ilne ar�r� plug�i�g the s�rvi�e line. 7. Aban�onrr�er�t of P�int R�ep�fr: It a pipo is e�cp���c� antl �our�d ir� gao�d car��itron, no# r�quirGng a pair�t re�air, n�tify �ll}r Engir�ee� w�o �riU record �bandor�men# �f point repair. B��k��fl tt�� vxcav$tio�r, rep�sce pavem�nt �r sic�ewalk �n�i r�p�ir anr� se�d or �od unpava€� are�s. 8. �Eear�out Flepair: The �or�#ractor shall make �ppropriak� re�a€rs tv �le�,��uks as s�tow� or1 the PLAN�. All �le�t��ut re�air work sh�ll I�e p�rforrx�ed by a li�ansa� �I�rr bar. -- a. �'i�neral Tt�ie spec��� �or�diti�n dascribes the ro��lr of s�nit�r}r sewer clea�a�r#s Io��teci �n private �ro�erky 2�,s d��E�nat�d an t�e Ill �lir�kn�t�ar� F�egair plans. Rapair of t#�e �fear�outs shal! consist of replac�e�g �ef�ciiv� �1ean�ut �aps or En�talling n�w caps wk�ere n�ne �xi�#, su�h #h�,# Fnfl�w is elimin$���. �h�re �r�ll t�e �o r��alrs m�de �o the exis�'r�� cEean�aut� th�t r�c�uir� excavati�n, ptT�e� th�r� wha# is req�ife� t� ��cpose th� t�p of the cleanout s� �hat !he new caps car� be ir�st�Cl�sd. b. !ul�terJals Repl�coment ��ear��ut caps s�rall be Da�-��ps �.s rn�n�f�ctured �� D�llas ��ecialty & Mfg. ��e���ny. or �qual. T'k�e rubbor cap� ara h�lci ciov�rr� by stair�Ces� �t�eC a��mps. �. �x�2��+��iorr 1) The �ontra�tar shall s�bm�t sF�o� d��vtiring� on all material� ar�d �qulprr�an# to I�e inskalled. 2) The �ontractar f� res�or�si�le for obtatnln� ri�ht a� entry �rc�m tt�e �roper-ky owners pr�a� to performir�g any wark. Pr��erty av�rr�er� shotrl� bo t��ti�ked �8 ho�rs i� a�ivar��o of �r��r work o�t their �r�p�r#y, 3) 7'he ��ntr�ctor shall restare an�r cl�st�,rbod s�ri�co �� its origi��l ar b�tter �ondition at �� s�parate pay. D. h�I�ASIlA�fVI�hJT ��ID �"A�*lul�hl�`: rr�a��r��� �4��-14 PART DA - �1�]D�T���A� �I�E��AL ��1�C�ITIC��'V� 1. P��monl for ��rv��e I'tnr� }�oinf ��pair shall be �n a un�t pri�� b2r,sis t�r each repair per�armed on a�l sizes of s�rvice lines f�r the resp��fGv� c#o�th�. The m�nim�m I�r��t� of �ervice Ikne point repa`t shail be ihree �3� #eet. I�o �opar�t� �ay Ff kh� w�rk is done within th� lir�wts �� a ser-vice line reco�n�c# as �efi�recf ir� ��e�is�f �ond�twon, D-5�, "�ani�ary �ew�� ��rvices". �. �+1�as�remants f�r extra l�n�th re�a�r is on a li�ear foa� basf� for re�air� in vxcess of the mi�imurr� �#oot repla�cerne�i lengti�, �. AI! p�p� fitti�gs, adapters, r�ncr�te colla�s, �edding, ar�d rerno�al ar�d re�lacsment� of �rass sadding req�ired sh�ll be car�si�o�ed G��ciriental �� ��rvico Il�e poink rspai�. �k. If �o �ay item is incl�,do� �ar an� w�ri�c r�qukred �� prap�rl� ��mp�e#a a s�tvice iEn� poir�t �apair �s specl�ied, ihe c�st to pert�rm s�id wvrk, including �r�y re�uired r�m�ua€ an� replac�rnent o� mat�riaEs, shall Ue cor�sGd�re� ir��rden#a1 to the s�rvice Ilne pair�t r2p�i�. �. D�plh �f Bury is to b� me�sur�d from �l���ral Groun�i L�v�l #o #he Flpw LEne of the �anEtary ��uver �ervic� �.ine at th� PoGni of Re�l�cem�rnt. ihe m�nEmurr� trencY� �vidth shala b� �'-�". G, Aal ex��v�ti�r�. back�f�ll, rer�aval an� repkacernent of grass s�ddir�g and lands�ap3r�g, Pru��, #itting�, and s�lash p�ds sha�l be consider��l ir�c�d�ntai to �emova� of �rard dr2�ins, �lis�onnecting �oof drai�as �nd �i�g�l�g disconn�cke�i s�rvi�� Hnes. 7. hio s�parate ���m�n4 v�il� b� m$�o fbr t�e �a�t�acl�r t� ob#ain wr�kten �ermis�ion to ent�r private property. 8, Pa�rment w�ll t�e r�ade for �bar�donmen� of �aint Repairs at the ��r�tract Unit �ric� for �xc�va#ion and $�ckfill Abar��oned Point F�epairs. 9. Pa�rr�e�t sh�ll t�� made �t the �or�tract Unit Pri�e #or e�ch sanit��y sewer clear���t succ�ss�ully repaired, Pa�rrrtiont s�a!] I�e ��II campensation f�r al� rnateri�ls, ���ipman#, �n� I�bor �equi�2d ko �erfofm th� +�vprk, D�4-7 PROTEGTIII� MA�H�L� ���IT�fV� F�� ��RROSiON P#��T�C��OTV ��������� �co�e: ThGs sectior� govern� all w�rk, mat�fiials an� testing r�q�irad f�r the applic�#iar� �f ie�terior �r�te�#i�� coating. �tructure� tiesigt�a#�d #o rec�i►�ed inter��r co2ktlr�g �re iis€e� o� �E�e cor�stru�ti�n dravu�ngs. �1�2 stru�tur�� are to �e c�aC�d, incl�ding knteri�r wall, tap ar�d ben�h �urfaces. ProEective coating �or corro�ion protectEc�n s�al� meet #i�e rec{uirements of this ��ro��fi�aEion (�nr1 items DA�1� and DA-�3} and the A+1�nuf�,��urers Cecomrne��ati�ns and spocificati�n�. �, p�scri�tion: Ti�e �antr��tor shall �e r�s�o��sit�lo i�r th� fs�rn�shi�g o# aq lal�ar, supervision� mat�rials, equiprn�nt. an[� E�stir�g r��t�i�e�1 tor th� compl���pn �i ��rox f���-15 �. �. .� C. f �Dl�� PART D�4 - �4DD!"T����1�. ������ql. ��IV�N�"I��� prptec�ive �v�tir�� of stru�#ures �r� acc�rdar�ce with rnar�uta�cx�,rar's reco�mendatia�s. �+f�r�ufa��urer`s F�e��mrnenc�ation�: �1a#�ri�,ls a�d pr��e�ur�s utiii�ed far tF�e If�ing praces� s�all �� in stric� accordar�ce witF� manu#a�t�arer's reoo�nmen�a#io�rs. �orro��an Pro�ectian: �orros�ar� pr�tecti�n m�y b� required or� al1 �#r��tures wh�re h�gh iur�u�sn�e or h'rgh i��S c��teni �s exp�ct�d, hA1���F�IAL�: ���pe: Thf� s�ctlon �ov�rns ti�� materials rec{uired for c�rr�plotion ot pr�#ec�i�e cc�atir�g of das9�r��tod struct�r�s. �. Prt�te�ti�e ��atir�g: T�e �rot��tive coatie�� �h�l! #�e � �r�prietary kw� com�onenx, 14� pe�c�nt s�fEds, rigi� pol�rur�k�a�e syst�m d�s�gnaterl as �pray Wall a�� ma�ruf��t�r�t� b� �prayraq, In�, or � two�part ep�xy r�sin s�rstetx� ��ir�� ��0#l� s����s b�sad epoxy �inder with fibr��s and flake fillers, is m�nufactur�� k�y R�ven Lir�ing s�st�r�s and c#�slgnated as R�ven 40�. �. �p�cl�l#y �ernant (fif r�quired for IeveHn� o�` filling); The sp�c�a�ty c�rr�er�tybased �oat€ng rr�ater�al s#�a11 bo oither Quad�x �fu1-�Is as manuf��t�red f�y �uad��[, Inc. or Reliner F�l�P as manuf�ctured L��r �tan�lar� ��ment Mat�rral�. 4. �latc�riaC h��r�kific�t�or�; �he pr�#�r�tiv� co2�ting materra� s}�r��r�d �nto �#�e surf��� of the sir��tu�`� shafC b� ��r�thane o� �p�xy r�sRn �ysterra forir�ulat�d for ihe appHcatior� t� 2� s�nitaey s�rwer en�+ir�nmer�t. Th� s�r�� sys#em s�rakl exhi�it the �r��rri�rr�rr� phys3caC pro�erties aa fallow�: Praperky S�andard Tens��e �tren�lh �4�TNt D-��8 �lexural �tr�s� ASTh+� D-79� Fl�xural Nl�du��s A�TN1 �ry79� Lo� �`errn 1lalue �,�D� psi � 0,�0� {��M ����00� psi �. �+1ixi�g and Wantlling: A+1i�cin� ar�d Har��ling �t �peci�lty �ament rrtaterEar and prt�teo���ra coatir�t� mst���al, w�Fch ma� be toxi� �n#�r cerka�n �anditG�n� �h�li be in �c��rdar�c� v►+i�h the recommand�,t��ns o� tF�e rrianuf�ct��er and in sucf� a rr�ar�r�er as t� mir�imiz� F����rd t� p�rs�nnel, It i� ti�� res�ons'rbility of #h� ��ntr��t�� to provi�e ap�r��ri�te protec#ive moasur�s to ��rsut� ih�t rn�t$rials �r� urrd�r cantro€ at �II timas and ary no# ��+aifa�le ta ur��uth�ri�ed �ersonnol or an�i��ls. All eq�ipmer�t sk�all be sub}v�t t� tl�e a�pravar o# f�e �n��rte�r. �r�l}r �ersor�r�ol khc�roughly ��m�kiar witF� the F�e��llfn� of th� caaiin� r�ateri�k sh2�l� p�rfa�rrx th� spr�y �o�ti�� �p�r�,tions �r��i �o�tFng installations, EXE�EJTEOEV: fi�ener�l: Pr�#��#av� coa#ing sh�ll r��t #�e install�c# unta€ the s#ructure is c�mple�e a�d Jn pl�ce. AS�-# � F�ART D�► - AD�ITI��V�4� �P��IAL C�1�Dl�'��l�� �. Preiiminafy f�e�alrs: a. All t�reign m�terials s�rall #�e remo��d frorrr ih� int�rior of th� structure usi�g higi� pr�ssure u�at�r s�ray (��0� ps� to ��0� psf at �pra� ti�). b. P�li ���eala�l �itting haias, ur�seal�ci �t�p h�los, and voir�s larger t1�an �p�r��€im�tely �r�o-half ��1�) inc� in th�i�kness shail be �illed wit�t p�tchin� com�A�nd a� rec���endeti b� ths �aterk�l suppli�r ��r [i�is ��plk��twon. c. A}ter �II �epa�rs hav� �e�r� cott�pketec4, re�rto�re all loos� ma#erial. �. ��oi�c�ive �oa#Eng: a, The prot�ctive c���i�g s��ll be �pplied to rh� �#r�cture fror-� lh� �ot#ar� �f the fr�r�e to tF�e banch, cSown ta t�e to� �f the #rou�h. The top �f #fi�e structure �hall ais� �� �oa#ed. b. The �ro��ctive �c�ating shall �e inst�ll�d ln a�c�rdar�ce wfih �he ma�u�ac#urer's t'eco�nrnen[��t'tons at�d khe follow�r�g pr��edure. �� The s�,rface sC�alE be tharaughly clearr�si of all foreign mat�rf��s and rr� a�le r. �� Place co�rer� over #h� inverk to pre�rent e�ckrana�us materi�! ir�rn entering #he s�wers. �) !f req�,M��d far fillGng or leveakng, a�pi� sp��ia,lty �ement produ�t �� provid� a strio�lh surfa�e for tha coastir�g materia�. 4} ��ra� th� u�ethan� or epoxy onto the st��clure wall an� ��r��hltroug�i to a mir��mum uniform thickr�ess �# ��� �iks (0.1�5 Inchesj. �hickness �o b� ver�fiable th�ough ##�� us� o� rrr�thods accap�able to She �r��ine�r. Atker khe walls are coa��d, the v���den b�nch ca►�ers shall b� r�mvve�, 5) T�e iin�l ap�Nca�ion s#��II have � m�nir�t�m �f t�tre� �3� h�t��'s cu�e �Im� or be ��t �ard to ##�e t�uch, before bv�r�g s�b}e�tad to a�tive f fow. �} i�lo appl�catians sY�all �e mad� to �ro�en surkacas or �f freezi�g is �x�e�ted to acc�,r knsic�e t#�e struc��re wi#hi� �� �o�rs after ap�l���ti�n. �. Testfng �f F�oha�ilita�a� N1ar�h�Ees: Testing of r�ha��lwtated rnanho�es f�r wat�rtlghtness �hall be p�r�ormet� by the �ontractor after �perati�r�s afe cample�e wr� a�cor�iance wEtl� the �ect�on D-�� - 1�A�UUM T��TIN� OF �Ah117AR1� �E1NER �+1�i�H�LE�. D. h+��A�I�E�EME�VT �I�1D Pl�YA+1�iVT: Paym���t sk�arl �e basotl �n the �ontra�� Unit PrMce B�d per v��#ic�l �o�i, rr�eas�ra� #rafn ti�e bo##�m oi the fram� to �he to� of the ber�ch. T#�e �ontr��t Uni� �ric� shal! �o payrrt�nt �n f�ll for p�rforrr�ing t�ae work ae�d for #�rr��shing all ra�oa�r AS�-1'� �I�#�� ��i ' l���� 1 i�sM�� �I�G�.+��� Li�Fiij}� 1���� 3�bor, s�p�avfsion, �ateriaEs, eq�ip�'nent and m�,terial t�sting req�ir�d to comp���� �E�e vu�ric. Pre��ur� gro+�t�r�g. ifi ne�ess$ry l� stop �c#iu� ir�tiCtration pr'r�r �� ap�li��ti�n �� the prote�tive ��a#�r��, sh�ll I�e �ncl�d�d in �he �tb�ve unit price. C�r�utrn� of #��e pipo �e�ls, l�er��h ancf trough, ar�� Iower portlor� of a�arkicuEar s�ructur�, if requiro� �y tlhe Engir�e�r, �h�ll f�e pai� for sep�r�te��, �� �p�cifre� in ��oti�n DA-8, N��f�Fi��E R�HABI�IT�`fl�fV. DA-� MA�IHOLE F�EH�4BILlTA'C�ON ���'J��I�:�i� �. �cop�. This se��in�t cvve�s the reYtat�illxation o� s��itary sew�r rr�far�h�l�s and �ther ap�urt�nanr,es �n ac�ordanca with ihe Manholo l�ehabrlitaitorr Detalls ir� th� sp��ificatlortis. The reh�tbflit�iion req�Gr�men#s fpr e2�cl� ma�holo ar� I€sxet! fn tk�e t��nhol� Ro�ra�i�i�atic�n �ched�fe ir� the s�e�ifi��tians. hA�nh�le ret��b€Iltat�or� �ncl+�d�s f�ep�,ir�ng� re�lacing, or res��ring �ran�ai� frame &�c�ver, frame sea�, c�irnr�ey, �orbel, w�ll, ben�h, rnverk anr�lor pi�� ssa����. T�te �ontra�tor s�a�f f�rnish aik labor, ��pervk�fan, mater�afs, e�qu�pmer�t �€�d #es#Eng re��if�d #o comple�� tMo re�abFlitaflan �f th� m�,rrhol�� I'retod in th�se �oe�t�act Dc��umer�ts. �. �e�eral: ���#ractor fs r�sponsi�ke for locat�ng all manhoEvs s�hed�le�! f�r re#�2�bili�2�#i�r�. �qntra,ckor shali n�tify �Fxy Ettgih�er ifi a m�nh�l� ca�not b� lo��ted. �ofltra�t�r sh�lf �ontact �ii� �rt�ir�eer to d�#a�rnina f� materrafs rer�r�+red frorn ret��,�ilitate� msr�h�l�s v�+ifl r�mai� t�v pro�erty� �f tk�e �wr��r. If so, �onir�ctar shall co�rr�i�ake w�ar� an� wh�re �o defiv�� salva��d rr�aterial ta ti�e ��rt 1�forlh �Nat�r D�pa�trr�ar�t. If n�#, ��rntractar sh�ll l�� respa�sible for d�sposal of m�t�r��,l. �or�tractar shal! p�`ovide wai��m�n. bafricades ��d warnin� sig�s to prote�� his wor��r�, ir�spe�tors, �nd th� ��oblic. �or�kr�ct�r shafl, at n� ��1Ciitioklal C�St tO #�� �yyner, ro�lace a��y �ortion �f an �xistfrt� ma��ioEo ti�at i� tSamag�d d�rin� rehabil9t�iion �f #h� �rra�F��l�. �an#ra�tor shall provld� ne�ess�ry m���s t� �re�+er�t wast�wa#ar flow frorn contactir�� rnateri$I us�d for r�haL�ipit�ttpn pri�r to ft�lly �uting. Ln�s� and br�kor� f�rick �e�d rrr�rtar shakl be rernave� �mmedkateiy fror� She m�,nh�le ta otirr�ir��.te tl�� p�ssibility of pi�c�s enl�ring tho �awc�r lines. �, �u�rr�it[afs: a. Produc# lr�f��ation. ��r�tra�kor shall subrr�it m�nufa�turer's info�xnation on pr�du�ts pr�pos�d t� �e �,sed i�at are r�at s�eci�l�all� �a�ed in th� Contr�ct I�o�u�ner�ts. �. �ersonnel G���alific�tions. Pri�r #o start�n� m�nl�ole c�at�r��_ �on#r�ctat sf�all �u�mrt qu�lifica#ians of perso��ef th�# wrll t�e per�or�nirtg wall r�pairs ar�d �aating prac�dure�, �rop�sed personr�eM sl�all v�rif�r cortificati�n within the �ast tw� �e�,rs �y the �oatir�g rr�an�factur$r and verify wo��Cing �n at leas� thrae pr�j�ct� with� similar coa#ing �rit��r� the ��evious 1� mon4hs, c, Wark �c�edu�v. Prior t� be�annin� w�rk ot� ��nc� ar�d �nve�k re�Racem�n#s, campl�te rr�ar�h�l� r�pf��ements, �r cor�stru��i�n o� new mai�t�na�ce rx�ar��olos, ��niractor s�all s�bmir #or review b�r Ov,rr�er`s F�epr�ssnt�Slv� a plae� for rav��lo r ASC- � 8 PART �A - ADD1T1�1�1�t �P���A�L ��NDIT��IV� m�+nt�ini�g v�astewa#er f�ow without �r�yr i�t�rru�tior�s. �ort#r2ctor ��al! finaintarra +,�astewat�r ilow �t all t�mes. 4. Qu�llky Assuran�e. �ar�tr�ctar will be r�sponsible for all testi�g la�o��tary servic�s i�r �onnection witi� �f�ta required fnr re�rtew of r�r�aterials prc�posed to b� u�ed in #h� 1+�+o��C. ��ntrac#or ���II obta�r� �ngineer's �cc�pta��� of ih� ��s#ing rabora#o�y �ef�re having �er�+i��s porformed 2�nd �h2�11 p2�y f�r �kl costs #o�` #�strn�. Dwner r�r�y, at his �li�cretion, p�rrfor�n q�ralit� cnr�tral tes�s �r� �akerials �ur��� ar�d aft�� their in��rpo�ation ir� th� Work. !f any �f t#�ese #esks fail, �ontr$�#�r will b� resp�ns�ble ��r �orre�t�ng sit�a�ior� ar�� �k�a�l pa�r f�r an� reE��t. Akl c�s�s f�r q�a�ity a�ssur�ir�ce tes#ing wiH be �ubsid�ary to th� 1Nork. 5. Del�very, �#�rag�, ar�d H�r�dlkng. U�o� d�l�vary, all meter�al �h�ll imrn�d�a#el�r be st�red a�nd prc�to�t�d untii tns#alled in the Work. AMI �rraterla� sha�l� be �a�el�d an� �t�rad ir� a�car�an�e to t#�e �n��uiacturer's re�orr�mendatior�� ar�d �1E 1oc�l, staie, a�d fede�al reg�l�kions. S. T�stir�g. AI! rshabilit�#ed rr��nhol�a s�all be tes#�r� in ��c��c#ar�c� v�ith ���ki�n D-��. E�. MA7ERI�1[.3 1. �Eean��s: 1N �#�r �I��,ners �. Wail,._. Bee�ch. Troup�t. �rout'tn�, anrl Pi�e Sea1 Re�air H�draulic ��m��t Q�Eck-s�tt�n� N1��tar Ure#har�v �e1 �r�ut �ementita�u� �r�u� Ma#eriak Act�vate� �aE�um Two-Part Epoxy Adhe�ave ��atir�g �oncr�te S��tding �1�er�t �orrcre#� 3. �� 7��71�f �xtarnal A+1a�hale ��atin� �le�n anc� tre� from deleteri�us subst�nce�. Deterg�r�#r m�riatic acid or appro�red e�vaf. �#�ong-�eaE Pku�, Pee�n}r Crvu[, l�� "�c#ocrvte", �r approved eq�e�l. ��ror�g-�e�l �}SR, R�pid �et, �r approv�d e���l, ���t�h-��al �56�� ar�d 5�1�" or �p}�ro��d �qual. �a�aer�is�� �e�nents "F-��D Cro�t" �r a�pro�ed ��ual, �C� ��o#ch S�aC "�fi0�" or ap�rovec� �q�al, Amaric�r� �hemical ��rp. "���+a��pox��� or ap�roved �q�al, Th�r��e�l "A�cryl ��" or ��pr���� equal, Mater�ai in a�c�r�lanc� wi#h �ity �f ��r� Worth 1�later DepartGnent �envral ��r�tract Documents. �oa1 Tar Tnemac "46�4�{7 H�avy Tnam�c�l", �Cap �aa� "B�t�rnasti� B�ack �alutian", or approved equal, In e r�al N1�r�ho�e �oa�ir�tLs �#S�-1 � I�,�RT �l4 � �4�D��"I���O� �PE�1�4L ���1[�1TN�IV� -. � L� 7 � � fVon-cementFtio�rs �e�nen�E#�aus �ram�s. �ov_ers. and I�serts I��nh�l� Frames an� �o�rers Waterki�ht f�+�anhole ��am�s ar�c} �OV$C'S �w+l�nhvle Insert T Polyeth�rEen� Mar��v�e Insert - �ta,�nl�s� �toal �ibvrp��ss h��n�t�le Linor Pll� i�inad �nr�crete Wall Rec�ns�r��tion J�int hAat�r�al Adjustmer�t Ri�gs Bltum�,stic �ask�r� �v1�[eri�! �ii�mastic 7`rowa�a�i� N�aEcrial Miscellar��o�s Ro�t �nh€bikor �pra�roq ���pray INall" �r Ravan 4Q5. �k2�n�ar�l �ement fu��#erials "Rotit�e� Iu��P" o� Q�ad�x "QN1-�s", l�+1c�Cinle� "1"y�o N with inde�t��1 #o�", I��r�r�ah "R17��A", or ap�r�ve,d �qual. ��011�fl °R1���'�r �jj�� �" Qf ��]�'7fOY�?� �qu�l. �orrosio�-���af �igh dans�ty p�lyeth�lene, 118" tl�i�4c ir� accardanc� v+�rt#h �ort Wo�k� 1+�lat�r po�artmee�t Cer�era� �ta�da�rcis ��tl�- �, S��thwestefn Packing & �eals, Inc., '�`etF�er�ofc". M�,terlaC rr� �c�brdan�e w�th �ecti�n DA-1� �i th�se s���ifis:akions. fNat�rr�a� in ��c�r�a�rca w�t� �ecti�n D{�-�5 of these spe�i�icat��ns, �in�l�Y�i��e, pr�cast �o�cr�t�, �I�T'M �4T8, �" �rrin. t�'r�kne�s. RA�A-l��K, �-���K or a�pro�red eq��k, ��-�0� compc�ur�d ar a�prov�� e�ua�, Di���lob�nfl �,6 � dichtl�rohensnnitriJe, or a�proved equal. �. �X��IJTI��I �. Inspectian. Prior #� begin�ir�g t�r� 1Nork on a m�nl�ole, #he �ontractor shakl i�sp�ct t�e r�rtan��r� and r�oti�y� ��ty �nganeer if a.����f �or��i�ions �f� �r� con�ii�t wi�� M�n�ole E�ahablli�atiar� S�h�c�u�e. Af#er �iky �ngir�e�r revRse� s��edu��. �ontra�tor sF�aff c�mmence uvr!#� 1Nork. �. M�nh�fa F�ehabifitativr� F��pairs. �a�h mar�h�le G�t�d ir� the I��,r��role �lehai�iiita#��n ��heduf� v�rill L�� r�pair�cf with at Ceast �n� �f the f�llowing ro�a�r m�#����. Tho r�qu�rem�nts for e��h repaFr �hall be compEv#e�l as doscribecf �n thie sectaar� and as indicatec� �n th� Nfa�h�le Rehak�il€tati�n D�ta�ls in t�e s�e�9ficatic�r��. a. �ov�rlFrar�elFrarn� ��r�a F���lacem�n�, f A�#9VfD? i� Pa+r�d Ar�a�: Nlake sr����s #ull depth s�w c�t a�nd r�rnove t#�e p�v�r�er�# to �xp�se #�� �nkire mar���le fr��e anc� exterEv� of mani��l� a m�n�m�r�ri of & ir�c�e� b�low t#�e to� of the stru�turali� so�,r�d stru�t��e, �eepirtg trer��h aid�s as verri�aJ �� �ossrbfe. R�mov� �he �a�rem�nt by br�aking o�rt fr�m s�w cu# towa�d ##�e rnanh��e to a�ro�� �r�akir�g t#�e frame. AS�-�0� PAR� I�I�I - �I���T���V1�L �PE�1�4L ���iD�Ti��l� �Jon-p�ve� ,Qreaa: Exca►�ate �djacvnt t� �he mar�hal� to ex��se t1�e er�#ire frarne #o a mir�im�m c#a�th �f 6 lnches beCow th� top af tl�e �truct�rallyr sou�d �truct�re, keeprn� #r�nch �ic�e� a� verti�al as po�sible. Limit e�cca�a#ior� ka a 6-�oot b�+ �-��o# worki�g area�. �} �amove �r�d r�placca the exi��anc� fr�m�, co�r�r� an� sealin� matarial. �u�nish balt down f�am� and ��o�ar, if r�quir�d b�r Mar�F�olo Reha�ilitati�n Sched�le in th� �paclf�caii�ns. Cf grade rint�� aro broketr, deteri�r�ited, or ��o��, �an#r��tar �h�ll notily Ent�ine�r pri�r ta �la�3ng r��nk�ale f�arr�t�. �lso, if manh�ola coniains brick g�ade adjtrstrr�er�ts or� top of concreta c�rbel or c�imri�y, �ontraclor �hala r�place th� brick gr�,d� adjus#mer�#s with pr�cast concreie r4ngs in ��cor�ance wit� mant�ol� grade ring re�l��ements. �j �le�n e�cpos�d ir�teri�r a�nd �xterior �urf��es of the e�cisting chimne�r �nG ins�ec� tor r�us�_ Wire �rush anci a�pa� a concret� b�n�ir�g a�ont �nc� qui��t �ek#ing I�y�rau�ic c�€ne�t t� #�e #�p sur�ac� af the mank�ole #�o pra�+�d� a smaoth s�ur#ac� prlor ro �n�#�I��n� new grade r€n�s ar�d bikumas#ic mate�ial. �� �ur€e�ces betwe�r� tY�e irame, adjus#mer��s, ar�d �or�el �ec#lon� �hall b� If�e �f �lirk and debris, Bktumas�ic g�sket r�ai�rla� (mrnimt�rn 'l� ir��h ih�ck) sha�G be placo� rr� two �����n#ric rkngs alone� #he i�rs�dc� a�� a�tstde �rdc�� �f eac1� ��knt or u�e t�itum��tic tfiouue�able materiai. B�lt j�i�ts �f t�e #wo rows ot b'rzumastic mate�ial �I�a�l be po�wt�oned opp�si#e �# each �#her. �Jc� �#�el sC�ims, wood, sianes, or an� mstetial nat ��o�ifically acce�ted by th� ��rglr�eer r���r k�� us�ci ko abta�n �inal su�€�ce elevatiar� of #he r�anh�f� frame. 5} In paved ar�as, frame� �hall be in���lleci so th� top �f #h� ca�ting v�ikl con#orm #� the sl�pe and �in€sh� �le�+a#i�n o� the p��+�d surfs�e_ Allawances �o� tl�� �a�np��ssian of the b�t�ma�ti� rnateri$I shall be ma�e #� assure a praper fina� �rad� el�►+�tior�. N1�,�E�ole rims in parkways, lawr�s, �r ott�ar imp�ov�d lanc�� �hall t�e at an al�vati�r� r�ot mare than �ne �1 j'rn�h n�r �ess tF�an �r��r-half ��l�} inch ��vve tk�c� �urroundir�g gro�nd. BacEctill shall provid� a ur�i�orm slop� from iE�e r�ranhole fr�m� f�r r��t less �f�2�r� thr�a {3j feet ���h c�ir�ctiar� t� e�c�stir�� graur��i ele�atians, fij 1r� tlra�n�ge �r�2�, �ram�� ��ali be i�s#alled �o #he top �f th� c�s#i�g will bo �# the s�rne el��+atior� lhat �xisl�� prEor #o rehabalitating ti�e manhnle, �� If #he ir�sid� di2�rt�eter of the g�ad� adJustfn�n�s or frarne, in�#a�led �rior to pla�Rr�g frarrte rnanho�e i� #oo �arge #o saf�lp st�p��rt �ew th� c�rb�l s��all b� re�l�ced or a ltattop 8} The e�cpo�ed, �xtorior sur��ces of rnanhal� corbel, �hir�rne�, anc# fram� s#�ail ba wire br�,shed arrd c�atec� v�ikh twa co�#s �# coal ta�, 14 mils C��f. Th� grade a�justmer�#� shall t�e wrap�ec� with a� mil pa�y�tnyJer�e s�e��. ��r���r AS���1 ��4RT D�4 - A�DIT��IVAL �R��t�L ��[�DITI�N� �) In unpa�r�d �re�s. backtill witY� e�cc�v�te�i materiaf a�d campact with rrtiechar�icsl �q�ipmeni, �n �aved are��, back#ill witFs �ran�lar �aterial meetfn� r�qui��ments at It�m ��� and ���tlon �1-� to the I�mJts showr� on figure� i� �sctior� Fi. 14} IA concr�t� colla� s�rall b� ca�stru�teci i� ac�ordance wrth ��gure 1��. �on�rete coll�r� wlll �e re�ulred on r��ra�ilitat�d manhcr[o� and n�+nr repl�ce�xrent manhoGes� ss listod ir� #he marrh�l� reh�bfl�t�#�or� s���dule. ���ti�#ru�tion of concrete coll�� wikl be �ra��l �or s���r�t��y for aach mae�h�la and shall i�c}ude �t�rf�,c� r��taratian (inclu�ing see�it�gl�odding� anti p�ffinaneni �avemen# rep�ir. F�ep�ir �f �avefinent outside o� 4 ft��t b�r � �ook cancrete collar sha!! �e e��al to ar su��r�ar ir� �om�osiiror�, thi��Cr��ss, e#c., #o exfst�ng pa+��ment �ndlar as ��tai��d in t�e Tr�n�portati�n an� Pubii� War�Cs Deparkment ty�icak se�:tRons fpr P�vem�nk an[i Tret�ch Re�air #of Utility �uts, �iguros � tF�ro�gh 5. iVon-�tanda�d concreto caflars sktall t�� c�n�truc�ec! at I�cations a�,t�ori��d b� the Er�gir�e�r. �. Res��#fn�l�ea�ir�g o# Ex�sting F�a�m� - Woek ��all �e don� in �ccor�f�r�c� vvithr �e�4fon D�S�, +�th the c�xce�#ion #hat #�e �x�skir�g f r2�m� s�all be reused. Th� f�ai�e a��d covcr sh�,ll b� ir�sp��tetS �ar an�r �ofoct,� �nd n�tlf�r t#�e Owner"s r��res�n#alive [# i� �s tiamag�d or derkeri�r�t�d, All scale, dirt, and d�bri� sk�all be ramov�d #r�m the e�tist�r�g cas#ir�� wrth a wkre br��h_ c. �ir�t�a �q�l���#ment - Ald 1Nark �h�ll be �lon� in �c�orda��e wit�r �e�tion D-5�, wit�r ti�e exc�ption th�t the existrn� �ra�n.e shsll be raFsed or lower�d to �urro�n�ing ��rrf�,c� ele�r�,Sion� f� a�cor�a�cc� with the �r�atl� Adjustfn�r�t D�ta[I. �} !r� brick ma�l��l�s, remove and ro�la�� the defe��iue chGmn�y �p to a rr�aximum af �� in�f��s �elow fha fr�me. If chimn��r is �efer;#ib� belvw �� i�ach��s, �oniractor s�r�ll noti�y ��gin�er p�ior to camploting r�ar�holo reF�abititation. �} �x�s#in�] c�efeo���e concr�te �rade rin� �d�ust�n�n#s ar�d 2�lI beick oe �loc�C a�ij�str�en#s shall be r�pla�ed �vlth pr�cast co�,cro�o a�ju�tm�n4 nr�gs. �� INh��� parkial m�r�ho�e re�lac�mer�k is r��uireci on tha Ma��h�[� Re�ra�i�l�ati�n �cf�ec�ule, th� t��l�wing shall ap�ly : a) 1`I�e exkent a� part�a� manh�lv r�pfac�m�r�# sh�ll I�e based �n t�e depth of d�rterForatior� $s �ot�rrnin�d by tRe �wrrer's Re�rosenta�iva. T'h� re�naining �tr�cture shall �e capah�Ce o# sup��rling the newly r,or�slruc#ed po�tiar�s of the manhale. t�) E�c�u�#� �he wark ar�a to expos� t�� antire dept� of d�terioratior� in the a�cisting mar�h�fe t� a minim�m depth af � in�has �e�ow t�e kop �f �kruc#uraaly-so�n�l str�clur�. �) Perfprm re�or�st�u�t'ror� to a�kaw ���� ��cos� into the mar�h�l�. N� m�re than 1� inches o� �epti� of �,�cas# co�cr�te gr�d� ad�usxme�t rings s�rall be ��lowe� �o ob#a€n pr�p�r �ra�l�. Pert�rm ��r AS�-�� ����r �� � ������or��a� s���N�►� �on����r��rv� re�or�struc�ion in a�eorclr�e�ce with �he Partiai Manhol�a Fieplac�mor�i Detail. d� �eal �nanholo jaints in a�cordan�e wikh �eckion I�-5�, a� �recast corbel, �r barr�! sec#ion� r�a� b� u��d as nece�sary, �'k�e diamaier of t#�e pre�ast sections shall b� �on�ist��t v�rith k�e ex��ting rema�r�in� stru���rre. Pl��e a fla#to� se�tion ar� ex�s#ing m,anhol� stru�t�rr� �rrtor to s�tx�ng pr��ask s�c#r�ns. �lattop so�tiar�s shall nat aYorhang existing rr�anhofe sta��ctur�s b� rnore tharr � rnct��s. If #he clear�nco from tt�� und�r�Fde of 1he pro�osed fiatto� t� �fne manl�ole invert fs less ti�ar� 4 f/� feet, tk�e rrtanh�le st�a�l b� c�mp�e#�ly re�la�a�. t} F'artial hr�a�l�oie R�placern�nt shaEl al�o includ� replac��oe�# of �r�rne, cav�r, an� seal�ng �f fr2�me and grade �d��stme�ts. �� Rerr�Mo►�e a{I debr�s fram reco�stru�t�on from t�e m��hole and �1SjJQS6 O� pf0�}BI'��. d, Ir�ter[or �+laanhale ��atir�g - lnte��or rx�anY�oi� coating shall mee� the r�quirernents �f �ect�on DA-1�, DA-�1, �]A-1�. �r D�1�13. e. Bench ar�d Invort f�eh�t�ilkk�#ion 1} Rem�+�e existfn� deteriorated benc� ancf inver# material t� soli� ma#erlal. �are st�a�l be ta�ten #� avold �Iko+x�e�� �ro�Can pieces af bri�k an� martar t� ente� ihe �ewor lin�s. �� A�p1y con�r�te bor�die�g ag�rnt an� quick se�ting can�reta to ��rrrt ��rnoo#h surface ar�d co�t�nuo�� inv�rE vwith th� �ewer p�p�, N�w ber��h and ��vert shall 3�� �orm�� in ac�ordance witl� r�pair B�n�h �tnd ir��ert Rehak��litati�r� V��#ail. #, Bench ar�d Invert Replacem�snt i} Ramov� #he ex�sting b�ncl� and tt�u�h complet�l�r. If the e�c��ting trough is �arrn�� of ��wor pipe la�d c�nt�nt�o�rsi�r thrc��gh kh� m�nho�e, special ���-e shatl be ta�€�r� to ens�rre th�t tk�e �i�e saal a€�d tl�a ��wer pipe to rerr�a�n is not dam�ged. �ont�a�t�r sh�1�, at no adcEitio�al cost, repla�e an� �or�For� �f #k�� e�c€sting m��E�oEe or sew$r pip� �o rema�r� t�at fs damag�d ��rit�g bon�Y� ar�d �nvert t��place�rrent. �} Ir�st�ll now �errch ancf #rou�� wifh �lass A cancr�tc� in �ccc�r�artcr� wit� �epair d$tall, �urface sf��ll be trowel�d srr�aoth an� the �nv�rt �f #�e tr�u�h shall farm a ca�tinr�ous s�ooth �Iow path irom �i��s er�#er�ng the manhol� ta v�+��re they ex€t. Th� �ench an� invert sh�akl form a wat�rtig�# seal wJti� th� rnanhol� wall, pipe, and ban�hltrou�h are�_ �� IE t�� m�nk�o�e base Ms deterE�r�ter� �r nan�xisteni, �E�e mir�imum tl�a�kn�ss o� the bencl�ftro�gFr shall be skx inches. ��+�var A�G-�� PAC�T DA - ADDIT��I�I�L �P��iAL ���VD�T���l� �. �e�noval �f �xis�ing fU��,nhole 4 WarEc shail I�� ��nducted a� sp�citiod irr �ec�ion p- �5. h. �or�stt+��t f��w Manh�le 1 j ��rr��le#eiy ra�novo the existi�g manhol� s�ructu�e. �} �orrstru�t new man��l� in ace�rciance wath �e�tion �]-S� �f #hese s�e�ificat�ons. �onn�ct #a ex�s�Fn� se�vers �str�g flexkble cou�lin�s. 3� �vr�tra�tor �hall rr�airnain existing wastewater flow� st �II iimes. �or�traa�or sh�lf ��rbm+t a�Nan for maintaining wastew�,ter fiows to #h� �ngrneer �rior t� b�ginnir�� w�r�. Prv��ur� �mut Pi�e �eals, �ench an� Trough, anc# �ower Porti�n of A+lanho�e 1} �#II work shaA be dane En a�c�rdan�e w�th �S��ti�n DA-17 0� thes� �p�cifr�a#ior�s. 2} Remove alf fore3gn rr�sterials fror� �he ma��hol� walts �r�und the �i�e s��! and within the pipa s$aj i�self, inclurlir�g all loas� ar�d protrudi�g brJck, mor#ar ae�d concrete. �top �,c#�ve lesks �rsNng ���duc�s ��ecJf�caliy for that �urpase. �) Rem�+re c�oteriorated area �f kM�o plpe seal ta saund m�[erial. l�ppl� �andir�� ag��k #o �rc�2� an� pl��e hytfr����c cemee�t to f�ll v���s k� torrr� �, v�raterk��h� seal ar��nd �ipe. �) �rill �rol�s arour�d ths pipe �eal, boncl�#�`ough� and Cowar partion of t�re m�r�h�le arrd inj�ct ureth�rt� g�l r�r�ut ir�to i�ol�s ir� �,�c�rc��nce v�rit� repa€r d�tail. J�c#E�+�,xed oakum f��o shall be r�setS io fill tl�� injo�tior� ��fe aft�r r�er�a�+al �f the �r�Uilrig prtOb�. Pat�h #h� i�1j��itp�t hole w'rth I�ydr�uli� ce�ttertt �n� a�pl� a w�t�r r�s�sta�t tv�ra-part epoxy �oatin� t� the �atc�r. �lean �II gr��at �ram �nter��t of m��h�l�. j. h+4�nh�[e �te� #��mo►+al - Re�no►re e�c�stir�g manhole s#e�s a�d fill volds wi#h� hpdrauli� ��ment ir� ac�ard�nc� w�th rep$�r deta�l. k. Patch Hole� -�lean anr� ram��re loos� debfis fro�n �rv1�s #a I�e p�tch�#. Ap�IY bor�din� agarrt t� sur�ace oi h�l�� �r�c# fill vai�s w�th hydrau�ic �eme�t in accorda�nc� with repalr �atch Hales C�olail, Watertigh# hA�nt�olo Inserk 4 fr�staH w�tert��ht �as�Ceteci m�nhole ir�sert� as specitied in �ort Wo�F� W�t�r D�p�rt�er�t �tan�ard �if}Q-4_ rxx. Cro�,t �Ga�to� to Wall .loint - Injection h�ies s#��II be dralled t�r�t,�h th� rnanhole �t �� degree a�ng�es �rarr� ea�h ot�rer wit�rn 4 inches ot th� b�tt��n �f the #fatk�p. PCOVIC�6 �f�CIIti01��1I II���S f1F]A� O�St3fYF}� �Q�BC�SF if �7�cessary. Uret���e �e! grot�t s#��Il �� i�j�cted through� th� ha]es �ndor pfc�ssur� uwith a p�c��� desig�e� for thas ror�s�ot A��-�4 ����r ��a - �,����i�rv�►� ������� �+��v������� purqos�. In�ecti�n pressure s�rall not ��us� darnage to th� man�o�e struclur� ar surr�unding surfa�e fe�tu��s. G��ou�ir�g irom tf�e gtound �urf�c� wiEl r��t be al��wo�. �ro�l #r�v�1 shall be v�rifaed b�r ob�ervat��n �f �t�ut a# [tef�ct� os adja��r�t anj�cl��n hafes. Pra��r�e aciditRar�al injec#ion holes. �f nacessasy, ta er����re grout travel. InJe�#i�n hotles sh�ll be cleare�i wi21� a�r�ll and �atcF�ed �vix� a wa�e�roaf �uick seiti�g mort�r. l`h� fl�ttop k� wa11 jain# �C�a11 be �rossure w��h�d, cEear�ed. �Hled ��#h a�ar�Yshrknk gr�u�. an�1 fir�ish�� smo�th. n. Fkbergl�ss h+fa�hoke In��rk - Work shall be c�nd�cteci as sp���#ieci ir� Sec#i�n DA-�� . o. Pl�� Lir�ec# �oncr�te 1Nall Recar�stru�#��r� - Work s�all �� �or�riucted a� spe�lfied fn �e��ion �A-16. p. Poir�k �e�r�ir to Rep�a�o �ewe� L�ne, �a"-1�" Diam�#�r - This k��m shsll appi�r at tho�� locations �ndicaked in t�e N4�r�h�Ge R�habilt#a#ion ��hedtiMe a�td t#��se additFar��i kocati�ns aut#�orized �}� the �ngine�r. TE�e �ont�act�fi s�atl �xcavate ad����nt t� tha manh�le #� uncvv�� tt�e cfamaged seuver pwp�. �his pwpe ���II �� caretully removed fro€€� the rnanY��le to xhe firs# ��u�rci j�ant {m�ximurn of 5 feet) of p��e. 7his p�pe she�ll be repl2�ced wix� �DR �� �V� ��pe o# the same n�r�inal �i�e. 7'his ptpe sha1� be ��nr�e��ed #� iho axist�r�g s�w�r �stng fle�cibke ��t�nector� apprav�d by the C11k�. Tt'i$ COfiflB�tlb�1 Of E�I� �1�4V �i�$ �0 t�1� manhoCa �hall bs mado uskng flexibie g�skets rt�eetir�g kh� re�+�Rre��onts of AST�uI �-9��, grouted inxo #he m�t�hol� w�ll usin� non-shrink grout. �mbedr�en# rr��,#erial shall �e install�d aro�nti the pi�e up to the pip� springlkn�, �3�ckfill materMal cae�form�ng to �ity sp�cifkc�#ions shal� be placed and ��mpa�tad as required, Tk�as t�e�► sl�all Gnclt�d� �ur���� r�s#oratio� a�� p�rmaner�t pavemer�� repair. �. Bypass Pumping - The �on�raator shall �u�nish an� �pera#e p�mp�n� eq�ipm�nt arad p�ping a�s rec}ulre� iar b�+�ass p�mp��g r��cess�ry ta �ompie#a an�r r�an�ole t��place{nor�x �r rehabllikati�r� wark, D. �v1EA�UR�t�Ef�T �Ahll� PAYh+��iVT �. Frame an� �aver i��pl�cernent: Pa�rrnent �or installation of new mar�hol� trames �n� co��rs shall be ba��d on the �or�tEact ur�it price and th� a�#�al quan#ity ir�st�lke�f. 7h� ��r�t�act urrwt pric� shall be full p��+mer�t for !h� new rnanhol� irame �nd cov�r, ex�avalion, instaltaito� 01 #�te r►�anhol� fr�me and cave�, mir�or grado ac�jus#r�ent, back�ill, an�l demalbtior� and di�posal af waste m�terial�. �. �rade Ring R��lacernent; F'a�ment f�r ins�a�Clatior� �f r�ew grac�� ri�gs �hall �e �as�€I t�n #he ��r�tract �nit peice anti the a�t��i quan�w�y of ►�ew gra�e r�ngs [ns#sll�d. The ��ntract �nit �rice shail !�e fufl p�yrrrent f�r tl�o new t���xde rrn�s. AI! costs for i�staElin� �nd sealing grad� r��n�s ��ail b� Jn�lu��� ir� the appli��ble �or�t�act unit �rlce for s�alirt�g of frame anci gra�� rin�s. �. Pa�re�i Frarr�e �r�d C{ad� Adjust�er�� �e�ll�g: P��rmer�t for sealir�g man�al� #r�rrxes and grad� ad�ustmv�t rings in p�veti areas shall be �asec� an l�� ��n#ract �ni� pri�e and khe �ctual nurn�or �f mank�oGas vvk�ere seaGin� af ��re m$n�rale #rarr�e ar�dlor c�r�de �djus�rnc�nts in paved aro re�uMr��#, T�e ��r�tr��t ur�i# price sfi�all �� ro�ror �1��-�� ���� �� - ���i�i�r��� ������� �r�r��i���rv� - - ftrll pa�me�rt� fi�r excava��on, paverrr�nt romoval. seal�n� materf�fs, Enstallat�an of grade rangs. s���kn�, min�t grade a�ljustment, b�c�Cflll, anri dernolf�lvn and dis�o�al of was#� rr�$t�ria�s. �. N�r�-F�ave� Frame and Cr�de Ad�us�m�ni ��alfr�g: Pa�ment for s�aiir�g mar�hole frames and �rade adJustrr�ent r�ngs I� non-�av�� ar�a� sha�l� be based an tha �ontra�t u�it pr�ca and the actual n�mber �# manhales w�ere saaiMn� af tho mar�h��e fra�rne a�rdl�r gr�de ad�ustment� in �nn���ved are �eq�,ir�d. T�o �ontra��t �nrt pri�e shall be fu11 pa�rrr�er�t for e�c�avatia�, sealing ma#erials, ir�stallati�n af �r�de rings, sea�kr�g, rnin�r grade a�J]�s#ment, �ac�fiiE, ��rrf�ce �estora�io�r, af�� d�l1"t011�t�37 2�nd di5}�qS�l �f 1�V��E@ r1'lateri�l�, �. ��terior iV��nhole �oatir��: Paymer�t f�r int�riar rnar�hol� c�aatar�g shall be ��s�d an �ho ��n3ra�l unit price where fr�terior mar�h�le co�t�rr� ks ap�l�ed. Tk�c� �an#ract unit prfce sl3ail b� futl p�yrrtent for �urfa�� �reparati�r�, ir�terit�r coa#�ng �f the c�r�el, waEl and ben�h, ar,�l clea�up. 6, Pf�essuro �rout Pipe �s�ls, Benc� P��men! for �routrng �i�e s�als, ma�hafe sk�all be base� �rp�n �h� rra�riho�es vui�er� pip� seals, bench w�re gr�ute�#. �he ��n#ra�t unit � repsirs, re}��l�ili#�kin� tho pjp$ s� m�t�rials ar�d cic�ant�p, anc� 1'raugh, an� L�wer P�rkion of �9an�ate: berrch and trot�gh, anc� lo�v�r portfor� af th� �o�lr�c[ �nit pri�e anti th� acluai �{uarr#ity ot arrd tr�t�gh an� lower po�#ion �� the m�nhol� �rtce shafl �e full pa�ment for the pr�liminary al�, grout material, ir�staflalior� of tk�e �raut 7. ��r�ckr ar�d inverk R�h�b�litataan_ PayRn��tit f�� hen�h �xn�l inv�rk reh�bititatior� shail be b�s�d upon t�e �o�#ra�t ur�wt price ar�d #t�o a�ct��t t�um�er �f mank�ol�s wh�re the bench a�� ir��rert w��e re�a�ilit�t��l. The �ar�tra�l unil pr�c� shall �c� fufl �raym�r�t for r�ater�als and b�nch and inv�rt ra�ra�ri�kt�ti�r�. 8. B�n�h �nd Invert I�eplac�ment: �aym�nt tar bon�M a,nd inuert rep�ac�ment s#�ail b� based u�on th� ��ntr2�ct unit priea �nd t�ta actual �u�ntity of mant��fes wher� �h�� banch and Invart w�re replaced. Th� ��r�t�'��t u�it ��Ic� ahaGl be fiufl p�,yr�ent tat materi�l�. �nskall�tior� af rr��t�rials, �r�d d�mo�i#iorf 2��d tiispo�al of w�s#� rt�a#e�i�ls. �. Pstch Nol�s: P�ymer�� �ar pa���ing h�fes sha�l ba b�s��l �pon tha ��nt�act ur�ii prfce an�i th� a�kus�l num�er of ��nt�ofe� that were patched_ Th� �ontra�t ur�i# pric� shall be ��13 ��}rm�nt fior s�,riaco pr�p�,f�#�or�, �at�hing of �ha �o��s, ar�d �leanup. 'T�ris �terrx �� allowed fo� paym�n� oniy when it i� ir�cl�der� in #h� I��nhale F�eYra�iiit�tion �ch���le. P�tching holes prlor �o �nterior c�atarrg �f manh�los fs n�� a �ay �#em. 1p_ hAar������ �te� Ram�val: F'a�mer�# for nn�n#�o�e si��p r�moval shalr be b��ad upar� the �ontra�t �r�l# price ��r ma�hole ar�d t�e ac�usi num#�o� of rx�anholas th�at had �tBpS r�R]10V�t�. 7hB �ontr�Ct ��r11t prtCe shall ba iull pa�m�nt for remaval and dispa��l �f the steps and �atcY�in� o� tC�e voids created by ste� remou�i. 1 i, Wa#ertig�t f�anhofe 1r�sart: Pa}rrr�er�� i�r v�+at�rtlght r�rtan�o�� fr�sert� of th� t�spactiv� #ype si��ll be b�s�d �par� #h� �ontract unit �ri�e and t�e ac�uaE r�umber of ins�rts af oach #ype �r�sta�led. Th� �ont���t unrt pric� sh�li be �ull �a�me�t for �h�e w�tertight manh�al� inserE a�nd ir��tallatian at t�ry rnsert ir� tl�e manF�ake, raosvo r AS�-2� I�1��"f D�1-� ADDI`�M�NAL �PE�1�4L� ���1D�TI�IV� 1�. h�aw S�rt�kary �owar �ar�k�o�e: Pa�r���t shatl b� �ade a� i�dicated in Nleasur�rrren� �nd �aymar��, ��ctEon D-�� fn t�ese apack#o�a#ion�, Thi� Item s�al� ir�clu�ie t�p to fiv� ��) Ikn�ar f e�t of �ew P1�� �i�e at ea�h man�roae pip� c�nn�cti�n ar�d ��n�ecti�g t� t�� exis#�n� �ewar, 1 �. �oncre#� iu9anho�e �ollars: a. paved Areas, f���rnen� far mar�#�ol� col�aes �r� p�,�+ed ar��s shall be #�ase� �ri the ��n�r�c:t unit p�Gce ar�d the actual quar�#�ty kn�ta�lla�. Tho �ontract unit prica shall be futl paym�nt far iab�r, m�#�riaks, �av�rn�nt sawin�. �x�av�fRn�, �ispasal of �+��#s m�#eriaEs. Pa�rmar�t shaH r�ot inc���ie ��vv�rrent rep4acem�nt, w�aich if r��u�red, �hall �e paid ��para,#�ly. b. Non-Paved �1r��s, �avem�nt fo� r��e�hal� ��Il�rs 1� r��n-�ave� �r�a� sY��fl be b��ed ar� #�t� �o�t�a�t ur�it �ri�e �nd the act�al� t��ankity Jn�t�l��d. The �or�track unit �ric� s��IM be full �ayment f�r iabor. rhaterrals, �xcav�tia�, rlisposal of �+aste materials, a�c� surfac� re�#�ra�lon, ��� 1�4. P�rtt�l M�,nho1� R�placern�r�t; �aymaflt tor p�rti�,l mae�trale ��pkacer�e�tt shall be based a� Ih�o �or�#r2�ct unt� p�tce p�r vertical i�al measured #ram t�e top of ti�� frame to th� top o# �h� skruct�,rall� sourtd ex��ting mar�hole, "�he �o�tra�t unit p���e sh�ll b� fiull pa�mc�n# �or furnis�rin� ��I I�bv� a�rd m$teri2�ls nacessary� inclu�ir�g axcav�#ion �nd ramov�� of the existing s#ru�t�r�. re�lace��e�� of the frame ��d �over, ir�s#�klatior� �f new �djusim�nt ri�r�s, il�k#op, cofk�el or w�lM �e��ion�, ��a�ing, ka�cl�fillin�, and unpaved s�+r#a�� restorat€ar�. P�yrn�n� sk��il not I�cku[�e p�vern��# re�k�c�ment, v+��ich i� re�u�re�, sF�all be ��iti �eparatel�r, �5. int�arior ��rr��ion Prot�c#i�n: �a�mer�# sh�ll be made as kn�icated wn iV��as�rement an� P��rr�er�#, �e�tron D�1-T ir� �hese speci�ic�tio�s. 1�. �r��t �lattap [o Manhols Wal� J�int: Pay�nent for groutfng the fla#tap [o rnanhoke w�ll joint shall �� 1�2�set� �pan the ��nxrac� unit }�ri�e �r�d the a�t�aM num#�er of joir�t� grauted. T�� �ontrac� �r��t price sM�211 b� f�ll ���rmor�t f�r �II rr�atert$f, labor and c��ar�up r�qu�red �o c�mpl�t� eac� joir�t g���kRng. �7. Fi��r��ass N�anhaMe fr�se�t; i�a�m�nt shall be made a� indicafed ir� Measurem�rrt and Pa�+rrront, �e�tiorr DA-�5 in th�se sp�cifi�ati�ns. ��. P11� �ir���i �on�r�te W$IC Rec�or�s#r�rcki�n: P$�ment shaEl be mad� �s i��icated in h+�aasurerr�en# a�d I��yrnent, �ec�ior� �f�-18 ir� ��oso s�ecif�cations. 19. Paint R�p�kr to R�place Sewer i.ir�e, B" -��" Di�meter: Pay�nent for each po�nt repair sha11 t�o bas�cl u}��n �he �ont�act unil �ri�e for each m�n#�ole coe�rre�#��r� actuaf�y r�p�ir��. The ��ntra�t �e�it pric� s�al� #�e full pa�rment far all ma�e�ial, labor, an�i clea�up rec��ir�� to complete each �anhal� �onr�ec#aon r��ai�. ��_ F1a#kop Rep3acerr��nt: Payrnent #or each ffatto� re�la�emer�t s#�a�l b� bas�d on t�e �ontract unit pr�ce ��� e�ch flattap a�#�aEly re�lac��, Tfne ��ntra�t �rr�'rt �rr�� sh�al� b� payment in full for akl aabor, matarial, an� c�eanup r�q�irwd to c�mplete �ach ���-�7 — �� �'l��"T ��► � �4�D1TI�I��IL �PE�IAL ���1D1`�`I�IV� f�att�p r�pla�emer�t. �a�ym�n# !�r fram� an� co�rer r�placernent, grad� rin�s, sealin�, and ��r�cr�ta �a�nh�l� �nlae�r as re�{ukrad #� carnp�ete t�e rrtianhole re�abilitatian v�rall be paid for separa,#e�y at tha appllcablo �ar�tra�t Unit Prices. � t. B��ass P�mping: A€I by�ass pu�nping shall be a s�bsi�ia�y ob!'rgatrorr of lhe �ar�trac#or. �111 costs for t�y�ass pumpir�g �#�al� be ar�clud�d in the ��r�tra�t unit ��ice for the i�ems requ�rir�g bypass pump3n�. DAµ9 SURFA�� PFI���kFi�4TID�l �'�R 1l�ANHO�E RE�IA�ILI'�J�ZN�rt+J A. ��IVERAL: ihis i�em shall gove�r� kh� p�eparaEion of surtacas f�f mar�h�fe re��,bitktation. B, �L�ANIN�: 1. �o�r��� ��c�sens) shalf be pf�ced o�rer tho pi�o inverts �o pr��renf e�ctraneo�s Tl��t�rk�l f�Ofri er�[�f�ng thc� �ew�r s�s#�rri. �. Ai� r�n�r�ke that is r��# sa�n� �r has b��n cl�maged by �h�mi�a�l exp�sur�o shall �e removed from the manhoEe. l.aose ancf protrud�ng b�ck, mar�ar and �ancra#e shall �e rernovc�d� u�ir�� 2� m�sonry hamrr�er �xnd ch�s�l ant��r scr�p�rs. Existi�� roots �,r�d m�n�role steps s�all �e r�m�►�etS t�� �utt�ng Them fl�sh w�€h #i�e u�rall o� t�e rr�a�h�1e. �. A�I c�r��ami�ates ir�ci�d�r�g b�t n�# Ikm�k�d to: �il�, gre�se, waxas, farm rel�ase, �uring �om��unds, eftlore�cence, sealors, salts, inc�mp�t�ble �x���le�g coatings, �nd afl o�f�er conf�r€�ihan#s shall bo removec�. �. ��r�a��s #� r�ce€v� pr�tec#ive caatfng �hall �e cfear�ed and ��ra�de� to praduce a soun� cor�c�ot�lbric�c surface wirf� a�equat� �r�#ire and por�sity �a pravid� a strong band belwe�rn th� prot�ctiv� �oatfr�g s�d #he st��str��t�_ �111 f�reEgr� materials sfiall b[� re�o��d from tha man#���e in#er€or ��ing high� pressute wate� spra�+ �35�0 psf �o ��OR p�f}, �leani�g equipr��ant st�all ha�� � pre�sure g�uge th�t �ndEcat�� #he �+a#er �r�ssure �oirr� s�s��. 5. �ot�rg�n# wat�� clear�in�, m�riatic aci�, and ho# water bl�stin� sha1C bo us�d, if n�ceseary, ta r�r�ov� �lirk, o��s, gr�a�e, and �thar ��ai#e� wh�ch rrwa�r prev�nt a g�od bond �f s�aling m���ri�l tc� ti�� m�nhale su�f$c�. A mifd ch���irre s�luri�i3 ����seE�ai€i t�Eea�h) ma�r be �,s�d to rre�,��ailxe the surface to dimir�ist� mi�rolaio�agic�l ba���ri� �rowth �rrior t� fin�l �i�s� and �oatGng. �'��� �[t#1[��:1��'�:� ���li:�� i, All ur�soaled li[tin� h�l��, un�ealed �tep holes, v��ds l�rg�r t�a�n ap�r�ximat�ky �nv- haff (�!2} in�fn fr� ihi�k��ess �hall b� #�IGed w3th ��tcl�ir�g comp��nd ai #e�st �ne h�u� (1 }�ri�r #� ap�lica��on of tC�e first s�ra� coat. c, A�tive ����� s�all ba s�op�ed usi�g �i�y �p�rq►r�d pr�d�cts spec3fic�ll� �or t�et p�rpose and a�cnrdFn� to rr3anuf��tura�s r�c�mrrter��atl�n. �omo I�aks ma� ra�rar A��-�8 = P�IR�" L�►� - ��D1T���l�►� �F"����L ��NDITI�N� re�u�r� groutir�g t� st�p the i�flow. ��ou�kng sl�ail b� perfoE.r�tod i� a��or�i�r��� with �aty s�eClfi��tl�rlS ar�d �e�#iar� DA-i7- PR����.Jl�� C,R�U�INC,. �. �ench area� s�ra�l b� bu11t �p if requfred to pr�vide a uniform slope fram the circurrk�eren�es x� the mar�hoke traugk�. �kky �p�roved cv�ne�#i�i��s pa�chir�g c�rnpounds ar e�ax�r �rout a� recomr��ndeci by manufaciure shall ba us�d. 4. �ik�� all repaErs hav� b�en carnple#ed, all ��o�� mat�t�aE s�all be romoved from xhe ma�thole. �t3n#���kor s���l 1�st�re np r���qrial is allawed ta enter thle sewer �y�ker�l. 5. ��niractor si�all er��ura t�� ma�hale is ��e�r o� aH de#erganxs and cleana�s and that all act�ve i�rfiltrattan has be�n stop��d pri�r �o ap�iir.���or� of pr�tecttv� rr�ani�ol� co�tir�g� �ar r��abilltation. D. II��F���10� Ap�Ekcat�r s#�all c�,reiullp insp�act ali su�a�e� pri�r #o ��pli��#i�n of pr�t�ctiv� caating a�d �I�a11 r�otif�+ Owe�er ot anyr n�ti��a�l� disp2�rity in th� sur�a�e which may intert�re wlth the �rop�r pe�iorr�ran�e �f the r�p�ar r���tar �nd p�otective coatEng. E. �+1�A��RE�Eh1T Ai�[� PAYC�+�E�1T P2y+mer�t for �urfa�� F�re�a�ati�n �hall be oons�tiere� su�sidiary� ta t�e cas# for Ih�eri�r I�anho�e �oatfn� or Protectiv� �har�hole ��ati�g for �orros�o� Pr�tectior�, DA-10 INT�I�I�R Nl�4NMD�� �OATi�� - M��R�SILI�I�T� MORi"AFi �Y9TE11A A. G�N�RAL 1. Sco�e - This section gov�rns a�i w�r�C, ma#erials sr�d testing requireG ��r tk�e applicatio� of interio� m�rritiole coa#in�. Manholes de���na�tetl �or in#�rior coating �re [�s#�d �n the l�.+far�hol�r Rehab�l�xatiah sck�ed�Ee, ir�#erior rr��nt�ale ��ating s�all meet th� r�qu�ro�nenls ot #hi� seCtiol� or ot �eCilon DA-7 �� D,4-��, DA�1�, or DA��4�, �. Description - 7h� �on#�ctor sC�$!l b� respo�sible for the f+�rr��shir�� �f a!E Gai�or, supervi�it�n, r��#er�als, �[�uiprnent, ar�d testing rec�ulr�d for the �omp�et�an �f krrteri�� �oa#ing o� m�n�okes in accortJan�e with th� ��r�t�`ac� �]�cumer�#s. �. I�A$nufac��re�� Rec�m�e�s�����r�� - Materials, mfxture rat�os, ar�d pr�cedur�s uti��z�d f�r th� coa�lr�g pr���ss s#��II b� ir� accar€lance witl� man�f�ctu�er�' r�cornrrrend�tion�. �4. �lanrfoles - Msnholes to be coa#ed ate oi br�ck, block, �r �oncre#� constru�tior�_ ��rna manhales �nay E�ave ���mer�tit�o�s spra��d or trc��+e�led on ca�lir�� over �h� or�gir�al rnterkor �urface. B. N1AT�RIAL� Sc�pe - This ae�tian governs #i�e mat�rials required for c�rn�lefi�n of �nter�or �oatkng �f man��les. rn+uas�ox AS�-�� ���T a� - ���,�N�r�a� ����i�� ���u�r��r�� - �. Int�ri�r �aat�n� • Reffn�r h+��P pTa�rietary pre-blended rn�xture of �emer�ti���us ar�d pa�o�lanic m�.t�ri�fs, sil�c� fume adm�xtur�, 10� pe�cenl poi�rpropy�ene fi�ers and �#��r �ele�te� a�gredi�r�ts, as manuf�ctur�d b�r �tar�c�afd ��m�nt N��t�r�ars. 4�0 r�ate�ial (���rer th�n �lea� p�tabfe wat�rj shali b� usad wit�r �r add�c� to khese �t�n�lard produ�ts w`rtho�t prior a�ppr�vaf or recomm�r�dation �f the respa�ive �ar�ufaatu�er. �, f�aterial �den#�f�cat�on -�oritr��kor �hall completaGy �dentiFy �he typ�s o� �rout, rn��tar, pat�i�ir�g ca�xr�ou�rJs, s�alar�k, a�cU�r root contr�! �hemi���s used ar�c� p�ov�c�e �s� histori�s of succe�sf�G use or defend tha choice of gra�ota�� mat�ri�fs bas�d �n �hsm�cal ��d phy�ical pro�ertie�, �ase �i ap�l�catior�, �r�d expecte�l performar�ce, #a the satiafact�on of #�� En�in�er. �, h+Efxin� and Handllr�g - Mi�cir�g �nd Mandling of inte�iar �o�ti��, w�rich rrtia� be f�x�c under ce�#ain c�n�littot�� sf�alf �e irr ac�or�an�� w�th ��e r�c��nmen��tE�r�s �f th� man�rf�c#�,rar ar�d �n su�h a m$n�e� a� to mie�imixe hazar� to �ersor�r�el. It is #ha respor��ibil€ty o� �F�e �ar�tra�fbr t� pra�+�tie �p�ropri�#e prat�ctMv� m�asWr�s ta en�u�� kh�i m�terials ar� und�r con�rol at �II �irr��s �,n� aro no# �vailable to una���o�i��d personn�l or animals. All o�uipr��nt shall b� s�,�ja�t to i�e �ppro�+al af t�o �ngir�eor. �r�ly pa�son�el thorougE�l�r �$rnilia� +nrith t�e handling ant# ����I�at�on of t#te caa�ing material shall p��#orm the c�ati�c� op�r�tl�n�, �. �X���TI�iV 1. Ceneral - f+Aanh�oCe coatin� shall �ot b� p�r#�rrrw��i urrtii rapl�c�ment of m�nhole cover�, sc�aling of mar�hvJe ira�ne �n� gr�d� actJustman�s, parti�t �nanh�le repla�e�nen�, or cor�cfete r�ll�r c�nstr�ction is oomplete. �. ��mperat�rre -�forma� ir�ter�ar caa#ir�g r�p�rat,�n shaN be perforrnsd at t�mp�r�t�ra�s of 40°F �r gree�ter. i�lo appli��#ic�et shsll be made +�v�en freezir�g i� ��tpe�#ed wi�F�in �4 h�ur�. If a�bi�n# #�mpet�tur�s are in ox��s� c�f 9�°F, p�ec�ut�o�s sh�Ml b� ta�con t� ke�p mixir�g water �alov�r 85°�, us�ng ice if ne�a�sarY- �. In#er�or �I�r�hole ��atin� �„ �'h� i�kv�ipr coat�ng �h�ll be �pplie� to th�e �rra��ol� fr�m thc� t�p of ihe �or�e� �r fife�l#�p �o the bonc�ltfoug�, inc�uding t�te �ettchlfroug}�, b. '�ho in#�r€�r �oatRng s#�a�l be �p�li�d in accordance wfkh #h� rrxar�ufactur�r'� re�amm�nclat�c�ns an� t�� follovu�ng �r�cedure. 1� T#�o surface pr�paratior� s�all com�ly wlrF� the r�quir�r��nts of �ec[ion DA4�, �URF�4�� PR�P�II�A�ION FDFI r�+1AN�-C�L� I��HABIL.ITATID�i. �} 7h� �urfa�,� �rior to �p�f�c�tion �hall �e �I�rr�p wi#hout noticea�k� fre� wal�r �dro�fot� or rur�ndng water, Re�in�r M�P materlal �hal[ be sp��r �plied �u�kn� a rn����a���rer �,pproved machine� ko � �nir��mum ur�iforrr� thickr��ss af y-i�c� mGnim�m. Trov�a��ng shall be�in t�o�r A��-30 �I�F�T DA - �►���Tl�hl�►� �PE�I�IL ��f�D����IV� ie�rmedl�tely ��Ilowi�,� thfl s�ray� applica#aon. �ho t�owell�d �ur�a�e shalM be �mao#!� wikh n� $videnae o� prav�aus vaid are�s. p�iter th� wails are �o�t�d. the waode� bench c�vars sh�El I�e �emaysd and t[�� bar��ri spra�red uvi�i� F�elir�er Nf�P material in such a manner as to �roduce a ben�h� ha�ring a�rad��l slop� frorn #he walls #o #ho invert wFth #he vvaMk�bench inxefsection bui�# �p a�d roundeci �o a �r�iform radius #or t�e fulf cir�umfer��� c�f tho inte�se�tMo�t. Th� t�Gc�Cnes� oi the bor�ci� shall be r�o I�s� #Yran �-inc� a� the in�r�rt and sha11 lr�crea�e in #h� d�re�#i�r� af t�e �ra11 sa as t� provic#e the rec�uired �la�e. �} Tl�e final app�icatia� shall have a m���murrr of four {�4) hours �ure #Irne b�for� bein� sul�ject�d t� actkv� flaw. Aml�ient �r�dG4ions ir� tl�e manhate are ad�qua�e for curi�� as lar�g as the ma��ho�e is cov�ro�. 4) Traffic s�all not �e alkowed ov�r fin�r�ho�es for �� 1�aurs aft�r recor�str,�cti�n Is co��let�. 4. Testir�g of Reftai�i�it�,#6� tNahl��le� �: �estCr�g of r���bilit�#ed ma�hole� #or wakertigMtrte�s shall be p�rf�rr►te� L�� t�� contrac#or after �peratians are com�lete kr� ac�ordance with �e�t�c�n DA- 18, b. A# J�ast two �-inch diame�ar x�O�inch ta€I c�lin[���s �f 4�e caatl�g matefial shall be tslcen from ��ch days watk wi�h th� ��t�, locaflar� �,nc� �ok� fecordod an e��h, 7�� ��Ein�ers �hall Y�e sent to � cer#ified [esti�g �a�orat�ry �or #e�tin�_ �1 c�mpress�an tes# will be mad� p�r A�TM ��8� or A�l`P.+� ��10, a� rte��mrn�e�det� #�y th� m�#ariaE fina�u�actu��r. �,r�d ti�e results wiwl t3e turr�ts#�ed t� th� Er�gineer a�d Owr�ot oe� requosk, D. M�1��#JE���u1�1�T l�{VD PA1'M�#Vi I�ayrr�ent shail be b�s��l on Iha �ontract Uni# �rwc� �e� �rer�icak foat, rneas�,re� from the top of the �or�el or fl�,k#ap l� tha tap �f th� bencE�. The �or�tr�ct Ur�it Pr�c�e s�al� b� p�ymeni in full #or per#�rrr�it�g the wor�c �n+� for fr�rr�ishi�g a11 la��r, sup�rvisior�, rr��#�r��1s, equipment ar��i all material t�stie�g necess�ry 40 �ampiete the wor6c. �rouk�n�, i� ne�essary, sh�ll t�e incl��lec� ir� #hv aba+r� �nat pri��. �rou4Eng of the p�}�� �eal�. b�r�ch ar�d traughF �rtl{� �04it$f p�rkion �� a par�i���a� ma�hole, ii re�uiretl b� Rl+�anfiale R�1�abilitatlon Work �c�edt+le or req�+�r�d ta bs d�r�e b� ti�� Eret�€ne�r, �ha11 ba pai� for �eparat�ly at the �or�tr2�c1 Unit PrRce. pA-�1 iN'i`�F#IDR MAT�FiOL� �OATING - ��.1l��E�C SY �'T��11 A. �ENERF4�. Sco�� This sect�an ��verns a11 vwork. ma�ariaEs and t�stir�g r�quEred for th� �pplwcation ot le�teeior manhoie c�ating. Nka��v��s designat�d fo� i�teri�r caa#ing are lista� t�r� I��nl�oie ro�s�of A��-3� � � ��►�� �� - �►��i�'���r��. ����r�� ��r�a�Ti�r�� Ae�abil`rtati�n �c����,le. lr�#eriar mar�Y��le ��a#ir�� sha�ll me�t #he re�uire�n��#s of thls S�ctian or o# �ecti�n D�1�10, �A-��, DA-13, or pp���4. �. D��crip�io� l`#�e �ar�tract�r st��ll be re�p�r�sfbi� for the i�rrri��ir�� of �II la��r, su��rvJs�on, mater��is, a�quipment, 2�rrd �eslin� re��ired f�r t1�e compl�t[on ot interior co�#i�g �f ma[�h�le� in a�oor�lar�c� w�th #�re ��r�trac# Dacurnents. �. I�a�ufact�,�vts R��amrr�en�1�#ions h+�at�r'ra�s, rn�xt�re r�tlos, ���1 p��ee�uEes �,tlliz�d for the c��ting pr����s s��ll �e in �c�orc#ance wtth rrtanufactt���rs' ��coe�mer��ialio�s. �. {�anholes N9anholos to ba coatod �re of �ric�c, block, or cancr�te c�on���cti�r�. Svr�re rnant�ales may �ave a c��entit€ous s�r�yed �r tro�+olled on c�ating ovc�r the �r�g�naE int�ri�r s�rf�ce. B. NfATERIA�� 1. �oope "fh�is so�tiofl �ouems th� rnateriars requir�d for complet�on of ir�t�rior �aatir�g �f rnanholes. �. Inter€of �o�ti�g Q�,adex QNf-�s a��l Q�acfex �x��l prn�rietary pra-#�lendod c�rner�t b�sed s�nthet�� �ra��te (D�r�naffll} enh2�r�ced poiyprop�le�� tib[�r re�r�for�ed ��itin�s �s mar��#act�r�d by Qu�dex, Inc. fVa maleti�l �othc�r thar� �le�r� �oT�bl� watar� sk���l b� us�� �rith� �r add�d to C�uactex QlU�-1s �r ��r�dex Excel wkthout pr�or approval ar r��orr�m�nd�t�on from [�+�ad�x, In�. 3. I�atv�ial �d�ntif��aRi�n �ontra��or sh�,IG campret�Gyr identify #h� ty��s c�# graut, morkar, patching c�mpo�r�ds, se�lant, �ndlor raat �aritro� chem����s ���d and provid� �ase historios of succes�f�l us� �r defend iho choice of grou�ir�g ma�er�als �as��i �n chemi��1 ar�d p#�ysical �ropart�es, ea�e at appli�a#ion, �nr1 e�c�e�#ed per�armanc�T to the sati�tac#i�n of the �r��inaer_ �, M�xing ar�� Hanc�ling hAixrrtg a�t� h�e�dlir�g o# interior caatrng, wh�ch ma� b� to�i� und�r �e�E�fr� ��re�dilia�� ��all b� in accordance wit� th� rec�mrnen+�atl�ns �f tt�e rr�an�fa�t�,r�r ��d in such a mar�nor as to rninimr�e haza�d to personn��, It �s the ��spon�Fbiriky af kh�e �r,ntr�ctc�r �a provide ap�rop�a#e proEectiva �rreasurv� to er�sur� that mat�rials �re �nder cantrol a# aU time� ae�d ar� not av2�i�abfe to ur�aut��rize� �����nr�e� vr arrimal�, AA o�ui�mt�r�t sh�ll b� �u�jecf #o ��te 2�pprov�l o# the Eng�neer. C]�I� personnel ��r�7 ASC-32 �#•f� I ��# "' t�ll.fll��I��IWI� ����r�1�iL L��4VV1�1��� tho�'�ugl�iy fa�iliar wikh th� ha�dlin� of lk�e coatira� m�i�ri�l sha�l �e��em �he co�#�ng ope��,#�ons. �. �}���UTI�fV 1. ��r�erak h+�anhale coa�i�g s#�all r��t be pe�forrned un�Jl r�p�a�er�er�t of fna�halc� cavers, sealwng a# rr���Etiale irar�� an�d gr�d� adj�sirrr�rrts, �a�tial �ar�h�le repEacement, or coricrete c�lla� cor�struckion �s compl�te. �. i�mper�.ture fi+l�r�a� interi�r co2�#ir�t� �pera#i�n sh��l be perfafrr�ed �E #e��erafures ot 4(��F or grealer. EVo a�pli�ation �ha1k be m�dq w��n tree�ang �s expect��l wi��i� �� haurs. It arrrbrant tempe�atu�es are ir� exces� of ��"F, precaut[ons sh�il b� ta�er� to ke�� r�ixing waler ��[�w 85°F, us�ng �ce �f ne�essary. �. interior ��+1��hale �aating �. Tt�e i��tariar caatrr�� shsfl b� appt'red t� the ma€�ho[e frorr� t�� top �f #�s ��r#�e� or ilsttap �o the ber�chl�ra�g�, i�clu�in� tt�e b�r��hlt�ougt�, b. The �nterio� coaiGng st�all l�� �ppli�ci in accord�nce wFth th� ma�u�actur�r's r�comrnendat�or�� �nt# tha followir�g procedure, �� The surf2��e pr�para�i�ri sC��ll cam�l� with #he requiremen�� �f ��ction DA-9, �UF�FA�� PR�I�I#RATIOh! F�R h+lANl-i�LE REHAB�LRATATt�f�, �j Tl�e surface pri�r to 2�pplication sh�31 �e �a�p �witho�� notr�e2�ble �ree water drapl�ts or r�n��r�g wa#er. G?�I-1s rr�akef�al st�aii be spra� �ppli�d �usin� a{�uade�c rvlodal 90�D applrc�tion rr�achir�� or rr�anufackur�r a�proved ec�ual} to �. minir�urrt �niform t�ic�Cn��s of �- Ir�c1� minirr}um. Tro+n+��ir�g s#�ail be�ir� immed�ately followving #�e spta� appl��a#ion, Tha tr�v►+elled sur�ac� s[�al� bo srno�th wi#� r�� evidar�ce �f prevlou� v�id �re�s. �� 7he f�na1 �ppl�ca#i�rr� shall ha�re $►�ir�imum o� four (�} �,o��rs c�re t�me b�for� be�ng su�j�cted t� a�xiv� f��w. A�mb�er�t cor��i�ions in kh� manh�[e a�e adequat� f�r cu�ir�� as long as �ha �nar�hale is c�vefed. �} Traffi� s�rall n�# �e aliowe� over mar�h�les far �� ho�rs attor recor�stru��ion is complete. 4. T�st�r�� of �iehe�bi�lEat�d Manhol�s a, �e�#ing �# rahabilitat�d manho��s for waterf.i�htnoss shall be �er€arm�� �� tFre cor�track�r attef �pe�atio�s are cornple#e rn a�oorda��� with �ectaan DA- � �. ra�r�7 �q��-�� ��►RT DA - �1�}�iTI�I��IL �PE�IJ�L ��NC]I"����V� � b. At Ivast �►r�ro 3mfnch d�a�'n�eter x�-inch #ali c}rlinders �f the caating ma�ari�� s�aaCl be k�ic�� #rom ��ch [l�ys wor�c wi#h ��e d�to, ��c�#i�r� �nd �ot� recorcfed on e�ck�. T�e �]+lindefs sh�f! k�e serr� t� a cer#ifled t�s�ing lab��at�ry for testing. A��rrfpr�ssinn tast wiil t�e made �e� A�fi�! �7'�U, �,nd the resu��� v�+ili be t�rn��h�� to khe �n�in�er and ��vner or� r�que�t. D. A+I��k�U���VIENT A1ND �AYNf�I�T F�a�rment shall b� ba��d on iF�� �ontra�� Uni� I'rlce por ver�ical foot m�asur�d from ��ro t�p o� #i�e car�ei or fJatto� to ��a to� of the b�nc�. �I�e �o�tract Unit Price sfiall be ��yment ir� �ual #or pe�formir�� the wa�k a�d f�r furr�€s#�in� afl �a�or, sup�rvisit�n, rr�ater�$�s, �q�riprr�ent ancS �II mato�-ial testi��� n��essary �c� com�lete #�e �n+o�k. �rou���g, €f n�cessary ta stop a��iv� leak� In �s��o�e wall a�e�s, sh�El �e rrt�lu�ed in khe �bt�ve ur�it price. �routir�g o� tt�e p�pa soafs, bench ��d trou�h, 2�ttd lowar p�rtion �f a�art�c�l�r man�oie, if re�uire� by the Ni2�nh�la Rohabilit�tion �c��d��le t�� ra�uired #� be don� bp ��re �t�gir�eer, st�all b� p�id ��r s�par�#�Ey at the ��nt�aot U�Ft ��ice, DAY1� Il�T�RI�� MANM�R� ��I�TI�V� ;�PRAY Vh�A�L S�f�T�l�J ���i��f-�T� � . �co�e This s�ctlon gov�ms �II wor�C, �na#err�ls and tsst€ng r�q�ire� �or tt�e appJlcation o� Ir�xeriar rr�an#�vla ���ting. M�nhales desi�n�,ted �or 3�rt�ri�r c��tirtg aro �isted o� the N1�n��le F��ha�ili��t�ot� �chodul�, Ir�t�rior r�r�nhol� c:oatRn� �h��l m�et the re�uar�m�nt� �� this �ection or o� �ec#ion UA-1�, DA-� it DA-13, or �A�y4, �. D�s�ri�tio� l`i�e �br�tractor s�all be res�on�ibke for the f�rr�isi�ing of all l��ar, s�pervisi�n, ma#eri�ts, eq�iprr�er�i, and testing r�q�irec� #or t�e com��etion of ir�keri�r coatin� of rnae�holos En a�c�rdar�ce wilh #17� ��ntract D���m�rnt�. �. h+�anufacturers Roc�rnrne�ndaxior�s N��teraals, m4x#�r� raiios, and pra��dufes �tili�ad far the coatin� �rocess s�al! b� in acc�r�ianc� with man�rf�c#ur�r's eecommondation�. 4. �Aar�hofes ItiAa�hoa�rs to be coated are �f brack, bl�cl�, �� cancreta oonsrruction. �il �nar�hoEes s�all h�ve a minrmuMr� of ane-k�ali (�l�j i�ach spec�sity cem�rr�t�t�a�ed c�ating mats�ia� (Q���,d�x �Ni-1s �r Ra�iner h��P) �praye�i or tro�aell�� on �oat�ng �v�r khe c�riglnal in#erior s�rf��e. B. I�JAT�RIAL,S Scape �a�a7 AS�-�� ���� ��L ` i����������.. ����i���. �e��������.� �. �, �. 4. a. Ti�ls s�otGon gov�rn� the ma#eria�� req�fre� fa� c�m�le#ian ot ie�#�riot �oatin� of m�nh�les. Ir�ker�or �aat;r�g Th� intorior coatin� sl�all �e a pr�prie�aiy iw� cb�por��r��, 10D per�er�t �olids, rig�d po1�u��t��n� s�st�m desigr�ate� a� �pra� 1Nall as rnar�utaclur�d b� �prayroq, M��. �p��ia�ky �on-rent �he spe�iaiky �:ement-ba�� mar�ufa�t�red by Qua�ex, �emen� t�+laterials. INa#erial I de ntifl�ati�n � coat�e�g materiaE s�r�ll be ei[h�r Quadex QA+�-is �� knc. or f��l�ner IVI�� as mar�u�a�lured b� Stan�iar�l The inter�or mar�hole co�ting material spra�red ar�to #he s�rface of kh�e rriar�ho�e shall be a ur`�tl���e resln �yskem �ormulated fc�r #he ���lic�tian to a sani#ary sewer environment. Th� spray s�rstem sMall exhibit the phy�i�ai pro�erties a� fol��ws: pro�ertv �#�ndartl Te�si�e �treng#� A�TM DmG�9 Fle��rat �tress A�7M D-790 Flexurak A+laciu��s A�ThA D-7'�Q �J�xin� a�td �andl�ng �..on� Terrn lfalua �,D�O psi �O.o�O psi 550,0�0 psi Ntk�ci�g �n� �a�dlin� of s��cia�ty co�nen� rna#arial �nd ir�ter�or c��tir�g ��t�rf�l, wMr�Y� r�ay b� t�xlc unt�er esrtai� cor�d�ti�ns shall b� in accardsnco with t�re reco�mendat'tor�s o� tl�� ma�ufa�i�rer a�d Er� s�,ch a rr�a�rr�er as t� mie�imi�e �a�a�r�l to pvrsar�nel. It is t�e respo�si�ilrty of #�� �orrtract�f ko provlc�a app�opriate pr�t�rctw�e mea�utes to er�sura that rnaxariaks are uR�dar con#r�� at a�l tirrtos and ar� not avail2�bl� to un2�uthorG�ed pe��onn�! �r animals. Ail equkpme�tt shaal be subjecf to �#�� a}�pro�rsl �# #he �ngir�oar. �nl�r p�r�onnei �ha�ou�h�y f�milaar wit�r the �andlGr�g of ��e c�a�i�g materlal s�all pertorm #he spra� coating o�e�atior�s an� coalir�g anst�llation�. �X�CU71�N 1. C����r�l i+Aar�h�le �oatir�g sk��ll r�o! b� ins#�11ed unti� s�aling of manhole frame a�� grade adju�tm�n#s, or park�af m�nhoie r�placom�r�t wh�r� requir�d f�r the manhoie per �k�e Ni�inhoEe Reha�ili#atEor� �che�Wle, Is c�mgle#�. �. T�mpe�t[�r� �lorra-tal Jr�terior �oating ope�atl�r� shall �e �er[atm�d al �een��ratures �f �4�°� �r great�r. N� ��plicatlo� sh�al be ma�o w��r� fraezir�g �s �;x��cted v��thir� �� l��urs. raro�o� ASC�3� PART D�4 - �,N���Tf�11�1�►L �PE�1�1L ��NDN`�I��V� s. 1, Int�rinr Mani�ole ��at��g Ths into�i�� �oatit�g shall be a�pl��d to �h� ma�nhole fr�m khe bottorr� �f ��s fr�me �� lh� banch. d�w� #o ti�� to� o� the tro�gh. a. �he intr�r��t c��#ir�� s�raal be �nstal�a�1 ir� acc�rd�r��e +�ith th� rrra�u#a�turers ro�amm�ndati�ns and th� follovwing proc�d�r�. 0 1) The surface st���l be t#���ou�hCy+ cl�an�d of all fareigrf mate�iaEs a�tid mattv�. �ieaning s�a�l be accc�rn�rfished b�+ u�ing hi�� pressure wAtor spra� {minimum 3�00 �s� at spray tip), clear�irrg wish murialic a,cfd, t�egr�asor, �r ot�ef s��+�ants as neede� Jn �r�er ko r�rr��ue an�r fa�m or fesid�� or� the surf�c�. �} Pia�e c�vers o�er the ir�v�rt t� p�ever�t extra�eo�s material frorr� enk��ing tha sc��ers. 3j Ap�ly a mrni�n��n �G}�r�c#�x QhA-1 s or coati�� mate�ia�. of �ne-hal� �11�) fnc� �pec�a�kky �em�rnt produc� Rellner M�P� sm�oti� s�rf��e f�r th� u�e#han� �) �{�ray ti�� ureti�an� ar�to the manhole �rall and be�c#�1�roug�r with a Eni�lmurr� #t�ic�n�ss �f 1�� tni�� (0.1�� ir��:hes�. Thicknes.� #o be ve�i��abie �hrau�h the use �f mvth�ds aoce�rabl� to th� E�gle�e�r. �} �oat traugh �rea with� speci�ily ce�ne�t �rad�cl {Q�ad�x C�M-1s or Re�in�� �1+1��}. T�sting af RehabJlfk�ted Manholes a. T��#i�g o� rehabilEt�t��i marrt�ales for w��e�#i�k�tr�ess ���,II be per#�rm�d k�� tt�� �ont��ct�r �#[eF operations ar� c�m�let� i� acco�da�rce w�ih �e�[�on DA- 18. D, i4l��#�UR�E�IEIVT �41�lC� I'I�YAA��1T Pay+-ner�t ����I be based on #h� ��r�tr�ct Ur�rl �'ri�� �or ver#ica� taot, meas�red from t�ro ba�tom of the frame to the tap a� the �en�h. The �on�ra�t Ur�it Price sh�ll �o paym�nt In #�II f�r p�rf�rmir�� the work and for fu�r�ls�'rn� all I�l��r, �uperv€s��n, �ate�i��s, �quiprr�er�t and mater�al testi�g r�quirod t� complete ���a w�rk. Cro�,ti�g, it n�cas�a�y, shalM b� in����lecS ir� th� $b��+e �r�at pr���. �r�u#irrc� �� the pip� seafs, �er��h $��I �r�u�h, ��� lowc�r p�rlGo� of � p�e�fc�lar mar�h�fe, if re�uir�d by I+Aar�hoCe Rahal�ifi�a�tfon Work �chadu�e �r req�ired t� be d�r�� b�r the �r�gin�er, sMalf b� paid f�r separatoly at the �o�trac# �ni� Price. DA��3 Ix+]T�I�l�I� MA�JFlO�� CO�4T1N� - I�AIJEN ��fVl�l�i �1�S�EM �+. �E�#ERAL �fN47fN�7 A�C��fi ���� �� ~ �1./1./I�I���� �.i�����L ��7�������� � . 17��� This s��tion g�vern� �II woxk, r�2�te�ial� 2�nr� #e�t�rtg required f�r t�e applrcatian of ir�t�rior r�ar�hofe coa#ir�g. hA�r�h01BS d�Slgila#��l iOr frlt�rEor c:Qatir�r� �f� 115#�� �f rh� M�rkh�l� R��a�i[i#atian ��h�dul�. fisked in S2�t��r� I. le�ter�or fn�nM�le �o��ir�g ��all mae# Ihe reqt�irem�n�s pf lhis Se�tion. or �t �eckion DA-�0, DI#-� 1, DA-fi�, or D�-��. �, Descript{on T#�� �or�tr��#�r shall ba resp�nslble for #�e ��Enishing �f sfl la�or, sup�r�i��or�, rnat��ais, e�uipn-Eo�t, and test�ttg �equire� fo� #h� oom�letior� af i�terior caatir�g �f mar�h�les in accort��n�e witF� t�v �o��t��# Docu€n�nts, �. h+aar�U�actt�rer's Fiecommend�lior�s f+.+aaterials, mixture ratio�. �nd pr�ce�ures �tili�ad �or �he coatGng process st�aEl be �n 2��cordan�� vuiih mae�ufact�rvr`s r��orrxme�[!$��ons, 4. �anholes ��+lanholes to �� coated are �f br��k, block, o� conc�ete c�r�structior�. A�� rrt�nhol�s shall have a r�ir�irn�rr� o# on�-h2�1� ��l�} s�eck�lty c�men[�based caatir�� �a;�rl�l (Qu�,d�x G?M-is or Relin�r hr1�P) sprayec� or traw�l�e� or� caat�n� �ver th� or�glr�al �nt�rtOr �Ur#���, �. fk+ll�T�E�IA�� 1. ��op� This �eck�or� gove�r�� tY�e materi�ls required t�t ��mpletion af interEor �caating of rnar�i7ales_ 2. ]nterior ��a#ir�g �aven �I�ra HGg#�-B�kld epc�xy �oatir�g, a two���r� epoxy rosin s�st�m �sing �0�°!# s�ii�� I�ase� e�ox� t�ind�r +r�i#I� 1ib�aus a�r�d flake fillers. �s rr�anufac��rad b� Rav�r� L.inin� syst�ms a�d desi�na�ed a� Fl�ver� ���. �. �p�cJaily �ernent TI�� sp��iaEty �ement-b���c� c�atin� materia� st�ali be either G�u�dex �M-1� as m�nufa�turad b� Q�acf�x, Sn�, or RelRnpr [U��P �s rn�nuf��ture� b}+ �tantl�rd C�ment Materials, +�. i�a#�rial �den�ific,�#io� �on#ractors will �omp��tel�+ ider�tify #he types of gro�k, mar�ar, sealar�t, ar�c�or r�at contr�l ���mi�al� �ropos�d ar�d pr�v�de cas� hist�ries of succes�iul u�e or rlefiend the �hoi�v of �ro�rting maxerials bas�� o� ���mGcaE �n�! phy�ic�l pr�pvrt��s, �a�e �f �[J�IkC�tEOfi, and expected p�rforrr�ar�co. TMese g�outing ma#eriaEs �h�lt be compatkb�� with Raven 4�5 interfor coatin�. The cor�tractor s€�all ba r�5�on�lble #�r r�o�r� � ���-�� ��1�T D�4 � �4DDIT���1�l� 5����Ai� ���VI�I`����� gekting a��pr�val �r�m R�vvn �.Fning sys�ems andf�r the grout rr��nu�a�ture�� for the use af It�ese gr��t�r�g m�terials. �. itiAixing a�d #-��ntili�� Nlixir�g and k��n�lfn� of ir�terk�r c��ting, whi�h m�� b� to�i� t�n�#�r cee��i�t ��ndix�o�s si�a�l be in ac�ordanc� wrth t�� recomm��dativns �f the mar�ufiactu�er ae�d i� su�h a m�nn�r as ta rn�nfrn�ze ha�ar� t� p�rs�r��el. it is th� respcns�bility t�f tY�� ���trac#or ta provid� 21�}�CO�]Ti�[6 protective measur�s to en��re that rn�teri�ls a�� under �vntro! 2�t all tirnes a�d are n�t ��rail�bl�a �o �r��ull�or�zed personn�rl ar �r�irnal�. �1�1 equ€pm�n# shal! b� s�abj�ct to tF�e a�,pr�val �f t�a ��girreer. �oa#ing shal! be perforCne� anly b�r c�rtified �ppli��tars a�pr�ved by t�� m���afacturers, �. �i{��l.1TI0�V 1. C����r�1 Msnhale c�ating s#�all not b� p�rform�d unlil �e�ling af rrtianhoEv fram frame and �rad� adj�tstments, par#�al manhax� re�Eacement, rr��anhale grou�in� or sowor repl��ementfrepa�rs are compl�t�, �. 7e�npera��res Norr�al int�r�ar coati�g operatit�n s��ll �e perEormed a� tem�ef�tures of �4(3°� �r �reaier, �t� a�pli�a��on shal� b� ma�le �vhen fre�z�ng is exp��ta� witi�rin �� �ot�rs. �. It�[o��or Ma�Y��le �oatir�g a. Mank�oles scheduled �or ir�terlor cr�$�artg �re shown orr �he {l�ar��ole Aeha�llitalior� �ch�dufa. The �rrterior coatfng shall ba appfiec� ta the manY�ola from ��e �ottom o� t�e manhole frame t� the b�nchltror�gY�, +ncauding ki�� b�nct�ftrougM. b. The interior coatin� s��ll be �nstal��d In acc�r�iar�c� wi�h tl�e mar�ufa��ura�'s reoam�e���ti�rr� a�c� #he #oIl�wJrt� �r�ceduee, 1} The sur�2�ce pr�rparaiian srFall c�rr��fy w�th t�e rc�a��irarr��r�ts of .�. �ecti�n pAl��, �URFA�E PR���IR�TI�fV ��R MA�+1H£]�.E RE�TflRAT�O�I. �} J4�ply � mini�num ot one-�al� (11�} i�ch sp$cialty cem�re�t-�ssed product �Quad��c C��+1�1s or Fi�li�er M��j �mookh surfa�e for the Uf�t�1�nB C���1�1� �712�t�rl�9. �} 1�he �urfa�e pr�or t� app�ication �n��r b� darnp bu� �hall nok ha�re r��tic�a�le tree watet ��o�lots se�rpi�� �r rune�in� wa#er. I+���er��] �hal1 b� spray ,�p�lied par r�ae�u�a��urer's r�camm�nd�tions with � rr�inirnurri thickness� af 12� mils �0.1�5 in�hj. ���7 A���38 P�4RT DJoI � ADDITI�I��►L ��E�E�L ��I�I]ITI��� �) Aftar �k�e vualls ar� coated, the w��rfe� �e��h cave�s sh�ll b� rem�v�d ar�d the banci� spr�yed t� �he �arrke av��a�e and minir�um tha�kr�es� as re�uir�d for �he vaa�Es. 5� l'he fir��f �p�Ei�a#ior� �F�al� have a mir�imurrti of ��ree ��} hour� ��re #�rr�e or b2 s�t hard to th� tou�h, befo�� bein� s�b��cttad to a�tive �low. �} �lo a�pl��a#i�ns sha11 be �nade #o fr��an surfaces �r if ����zing is �xpec�ad ta ��c�,r ir� side the manh�l� wE#hGn �4 haurs after �pplic�tiorr. �. Tes#ing of Re�abiiita���d Nf�n#�o�es a. After t�e epoxy �€nor has set �har� t� �or�c#�). a�l v�sible pir�h�l�s shalp �e re��iretl. �iepaEr� ���il be made byr IEg}�tly abradi�rg �F�o s�rf��e and bfu��ing khe linir�g m2tte�i�l ��er the �rea. AIE bliste�s and ev�d�nce of un�v�n cover s�rarl �e ra��i�ed ac�ording t� th� mar�ut�clurer'� r�com�en�l�ii�ns, S�ot c�ec�t of coatint� thic�ness ma� be n1a�� �p Ou�ner's R�pres�n�a4iu�, and thc� car�traokt�r shall repair #i��se a�reas as reqr�irec€, at no a�ditlo�ra� cosx to the �wt+�r. �. Tes#in� of rehabil���,xecS rr�an��f�s #�r w�terikgriin��s sF�all �e �erforrr�ed b� th� �ontr$ctar after o�e�at��ns are �amplete i� ac�o�rJan�e wf#i� �ectsan C}�0.- � 9-1fA�UU�+1 T��Tlhl� OF R��iABI�.C�AT�D MANH�IL.E�. D. i+�EA�UR�A+t�h�T AhlD P#�Y�ENT Payrnent sh�all be baseci on the �or�xract Unf# �'rl�e p�r �r�r#ic�l f��t, rr�e�s�r��l frc�m the �ott�m of �he frame �o tF�� #op of ihe ��nch, Th� �ontract Unit Price s�rall ba pa�m��rk in fu�� for per#orming the work an� for fumishfng a�l laboF, suparvisio�r, rr�ateriaEs, e�u3�rrtant all testin� nec�ssary �o �ampie#a th� w�rk. F'a��mer�# t�r grouting c�f p�pe seals. b�r�ch and trougl� an�i marrho]e w�ll� sha11 �e �ased on She �ontract Ur�it Pri�e far each rnanhole a�tualGy t����ted. I��1-1+� IIV7' �11AfiJFi�L� �OI�Ti�IC: P�R�11�1�A�T �1��`Y��ul Wf�}i ����Y L1N�� �. ��i�ER�A� This sectEor� �eescribe� tl�e r�Enim�m �tandards for the safe an� effici�nt rehabilitation of sewer ��ruct�r�s, u�ili�ing I'ermacast v�ith Epaxy Lir�er, f �����f�:�f��� �, l.�ak P��g�ing �eaEc P�uggir�� of [h� sarn� �r gre2�ter str�n�th t�ran #�e L��er Mix a.r�cU�r ck�em�cal grouts ma� be t�se�. If uuat�r p�essura� a�e �evere, the �onf��,ctor m�y drill reHef ho1�s at ti�e bott�m ot th� m�r�h�fe wall t� car�c�r�#r�te ti�e leaks bef�r� �luggin�. �. P�tching Mi�c r�ns�vr ���-39 _ ��►�� �� ; ��a��r�r��� �������. ��r����'���� 3. �s�id� �+hich have not ca�p�r�ised t�e struclur� fn it� ove�atE sa�ndn�r�s m�et be f�lled pri�r ta lining vuith ma#erF�is �f t�e �ame or gr�at�r stror��#� than 1he �i��r f+J41�c. ��ner Mix �haf� b� dens��y �arr�pact�d, Re�ir�er Mic�os�lic�t� ceir�er�t mortar, Q�adex QN!-Is ar�c� ��adex �x�el aerner�t mortar, ar ��proverl �q�al, �ppliad unifarmly at a m�erirnr�m thick�es� of 1�Z in��. Lie�vr Mix�s sh�ll �lt�tr� strer�gth�s �� follaws: �ampr�s�lve �4�TN1 �-��9 ���xural �1�7iv� �-�9� �las#icity �ST�u1 �-�4fi� �� I-�O�lRS �8 DAYS 3�{l0 �si i0,00� p�F �5� psi 800 ��i � 8Q,O�D ��i �,1�{1,0�0 }�s� it s�a�l �� c�eliv�red tn fac#ory preparad �a�f�agi�� suital�ke ��� rnixing wi#h ju�t #he a�tidit�or� �# clean water In the pr�s�r�b�d d�s��e. N� �.ddl#ivas shafl be �sed �t the si�a w�t�out prio� approv��. �II �rfsi�le l��ks mu�t be plu�g�d priar to ��p�i�at�o� of i�re �err�vntftit�u� llr�er wikl� qui�k setting, �o�t��hrink hydr�uli� c�m�nt mo�tar. �. ��CE�l.l�l��l 1. A+lixing �, 3 �. Tf�e r�r�r�u���i�rc�'s �ubllshed #e�hrt���l spec�fic��ipn� ae�d �ir��tlon� far �r�p�rtion�r�g �nd rr�ixang �ly�ll b� slrrctly foll�we� b� the certifia�l ��plicator, �q���mv�t �c�uiprr�ent s�r�ll be as recomrr7ar�tted by th� rt��nuiacturar #a er��uro praper r�r�xing 2�nd p�mpir�g o# the rrroR�r �nd s�aU k�e cic�an �nc� in go�d wnrk€ing or�or aocr�rt#kng to i�te r�ar�uf��#ure'� pubGshed racon7tnend�tlor�s f�t s�fe oper�#io�. �r�ly f�ctory �e�t�fiocf worice�s shakl o�erst� with � cant��li�b�� rexr�eval metk�od shall �� u�ed t� ���duco a�niforrr� an�l ct�nse a�pllcation w'r�h��,t th� �eed ta tro�vel which can w�ake� th� marlar. App�i�air�r� �r��e pr�par��, #�e �p�Gca��on �Frall �o�men��, in acoord wfth t�e �n�nuFa�t�r�r's rec�rr�men��d proc�dures �nd irt th� pre��na� o� th� �wn�r'� irrs��c#or rr� a�ingle a�pli�aii�rt ta tha prescr�bqd �#�rc�ness {�Il� ir�ch or gre�ter} vuirho�l delay or in��rru��k€or� in ard�r t� pt�riuco a unif�rrrx anti monc�lkti�ic li�et. �1u�t�p�� layars �ith #ime b�tw�en �or �ryir�� ��� n�# �li�wed. �nce com�l�t�d, tfie manh�l� shall be ��v��ed #� �r�van# atr drying, �estGng & 1�e�ifi��tio� r�as�o� A�C-40� ` ��#�iT ��4 -� �►DD�TI��VAI� �P��fAL ��NDI'���IV� :�� fiestrng o� rehabiliia�ed rr��nhole� for water tigl�tness shaal i�e parkorm�d b� the ��+ntra.c#�r afler ope��tior�s �r� ��rnpEete in accardaitice witl� �e�tion Dlel-��. The owner's ie�sp�ct�r sE�aH veeiiy the �h��icn�ss �vi�h a w�# ga���. Ar�y ar�a ��ur�d to 1�ss tC�ara tt�e rr�in�murr� pres�ribed thickne�s s#�al1 resuil �rr the minim+�m pr�scrGbed thick��ss s�a�l ��sufk in ��e imrr�ed�ak� rekinir�g of the e��ire tnt�rior. Two te�t c�bes sha�l be macfe fra�n �ach da�'s mirr and t�s#ad f�� streng#h verkf�o�tior�, ��FiR��I��J PR�1�EN�'�U� 1. � � �. Proparati�r� & ���cedure �'he laner shall b� a�pliet� #o #�e �re�ared fnt��i�r as �p�cified �n �rac�edir�g se�tions at � inch tk�ickn�ss. Prot�ctive �oa�ir�g fih� pr�t�ctiue �o�ltr�g s�aA f�e a 10�°!o solids �poxy wi#i� no v�latile org�nic �ompa�,nds ar��l wk�it� Gn ��lar #o aptimiz� visual �r�specti�n. f�inirr�um �hy�i��l pr�perties �halG b�: N�rc�nass T�ns��e �lreng#h ��mpressiv� �#ren�#h �le�cural �tr�nglh ASTM D,2�4� 65 Sho�� I� AS�'M �-5�8�� #0.04� psi A�T�+1 D-fi9��3�3 1�,�00 psi A�Th+t D-79058T 1,�00 �si It s#�all be �r�kfor�l�r spra� a�pli�� or �ee�tri�ugally cast o�to !�e #ras�r mart�,� be#�re n�w ba�to�ial �r[�wth c�� contamir�ale fk�e t�n�v�l�rir�g mbrte,r, I# sfiall have a rn�r�im�m thi�kn��s of 1�� rniks and �haMl r�t�# run or sa� during pl�cemer�t. �aiety If per�onrt�l ar� re�uired �o en#�r x�� ��r�fined s��c� durrn� the ��pki�a#i�n p�o�e�ure, each a�� �I! �SF�kA requireman#s �,s well as thas� req�t�red by #he mar�uf�ct�rsr's r�ateri�l sa#ety data �#te�ts �h�1i b� complied witi� tully. Tes#+r�g & Ver�fic�t�on T�o ir�l�ri�r shalC �� vi��rali� i�spected f�r th�ro�,�hne�s �f �averag�. 1�+�n�n d�+ to the to�ch, th� antire Frtterl�r sl�all �e te�t�ci wit� � Tln�€or & Ra�or €t�1ic���r dete�tor a� the prsscrlbed voll�ge �o rr�rE#�+ tk�i�kness ar�d lo�:ate pJ�h�l�s if ar�y. De#��i�r�c�es shall be irr�mediatel�r corr���ed and retest�d. E. iV��ASUR�N4EN� AND PAY�hENT I��ymer�# s�a�l b� bas�ci on t�re �ontract �l�it �r��e p�r verk�ca4 foot, m�a�u�ed ir��n 1he �atl�m oi tt�e f�a�ne �o t�re �ap oi t�e �ench. 7he �on#ra�t Unit Price shall b� p��rmenE in f��l raros�or A��-41 � . ���T �a - �►����E���� ������� ���v���r�nr� t�s�tng nec�s�ary to t�ou�h an� ma��oi� ackual��r gr�ut�d, tar per��rming th�a work �nd for furr�RsF�i�� a!i labor, suparvisi�n, material�. �qu�pmer�t al! �ompl�ta SJ�e +aor�t. I�aym�r�t for �rauting �# �ipa ���I�, �ancF� ar�d wail� st�all �e ba�e�i on th� �o�tract Unit I�r�ce for each mar�h�fe DA-�5 1�4TEI�I�F[ 11+J�1lVFiOL� ��ATINC�-S�R�h1G-��{�l.�$1fSTEM A. � C�3��[���TI �. ��c�p�. This se�tia�r �o�+�rns all wor#s, m�teri�l� and �esting req�,i��d #or tl�e applic�ti�n of i�terior ma�hole �o�tin�. Nl�r�holes �asig�tate� for �nterroF coa�in� aro fisted ir� lt�v Nl�t�hole Re��bilit�#ian �chedule, lis��� in P�r# 1, Interi�r �nar�h�l� ���tin� sl�all rr���# the r��uiremerrts of this ��cti�n �r �f �e�li�r� D,�7, �-�9 a� D-3R. �. �e��ri�ki�n. 3he �on�ractor sh�il �e respons��l� for th� furni�hir�g ot �II labor, st�pervisiat�, �na#erials, �quipr�ont, a�nd �esti�� �equired ta� kh� c�r��letior� �f interi�r coa�ing o# m�nholes rr� a�cordar�ce t�Jti� tt�e ��n#r�,at D�c�m�r���. �. h+t�nuia�#ur�r� Recammer�d�t���s. h+laterf�ls, mi�c#�re retios, ��d procec�ure� �+�ilrx�d for th�v �aating process s�ail be ir� �c��rdanoe wi�h r�a�ufa�ct�rrars �ecomm�ntl�tior�s. 4. Mar�hoies, �iar�lrooles #a be �oated �re of bric�C, bfoc�c, or cor�creto �onstr�,c#�a�. ��r�e rr��nh�Ges may h�ve a�ementitious s�r��e�i qr tr�well�c#-on coating ov�r #he �r��irral interior surf��e. MAT�RI�IL� 1. �c�pe. TF�is s��ti�n ���erns tF�e mate�i�ls r�q�ir�d #�r c�rnpletior� of intt�ribr coatir�g af manhoMes. �. Interiar �oatin�. �tror�g-�e�l ���ter�r� lti+S�-2A , fa�totyVGler�ded, ��rn�rrtmt�as�d , ii�e��reir�#or�e� coal�r�g as manuf��t�r�d by �tr�n�-�eal ��stems af Pin� Siuff, AR. I�� materiaE (ot�ter than �I�an ��tat�le w�t��j ��afl be u��c} with �r added t� �trongm�va! N#�-�R wi��aut pr�o� appm�ral �r �ec�mrr��r�datior� fr�m 5�r�ng-�eal ��rs�ein s. �, Material Jder�kification. ��ntrac��r �hall c�m�le#efy €dentifi�r lh� �yp�� of grar�t, mor#ar, patching cor�pounds, se�lant, anc�for r�ot �c�ntr�� chornicai� �sed and pra�r�de c�se hf�tari�s of sr�c��ssfui �se ar defend the cho€ce t�f grou#ing rnat�rials b��ed on cl�emical and physicaf �nr�pertios, ease a# ap}�li�ati�n, and e�c�ec#ad ��r�ormanc�, tc� t[�o sa�fsfa�tior� of tfr� �r�g�r�eer. 4. 14�ixir�� �rld �-f2�r�[�lir�g. M17(i�g an� ��f1dll�]� Of ie�t�rip� �O�ting, whrcE� rrti�y b� t�xic under �ertain conditior�s, s�,al! �e in ac�ordartce wi�h tF�e re�ommer��ia#it�n� of the man�factur�r and in such a�nanr�er as t� rnln���lze hazard to �ers�nnel. It is �he responsibrGty of th� �orrt�a�tar ta provid� a��roprfate pr�te�tivs m�a�s�res to ensur� t��t materEaEs at� �nc�er ��ntra� at ��I #im�e an� are �ot avail�l�le 1� unauth�ri��� p��sonr�e� or anirrtals. �#II �q�ipment sha�ll be su�ject t� the appr��a� t �a� A��-�� -- � �J�1RT D,4 - ADDi�"����IL ����lAL ��[VD�Ti�N� o� the �ngir��er. �r�ly p�rsonnvl th��`�t�gha}� familiar with lho ha�rd�wn� ot khe c�atir�g rr��te�l�i sha�k perfvrm khe coati�g op�r�tic�ns. C ��E��TR��1: Cee�eral. A+1��F�ale caati�g sE�all not be pe�f�rrrt�d until r�}�lacement of ma�rhola �ave��t �ealie�g of rnanhofa frame a�d grade a���stmer�#s. �artia€ r��nhole replac�mer�#, �r ��r�crete �ollar �or�str��tian i� compl�te. �. ����ir�ie�ary Rapairs �� All forei�n matc�ria�s s�t�ll rem�v�d frc�rr� t#�e rr�anh�le �n��rior usirrg �igh p�as�ure vrrater spray {mir�lmurr� ���� psi�, Loase an� �ratr�,�ling bri�k, rn�rt�r, 2�r�d cor��f$tv sh�ll b� ��mave� us�ng � masanry �a�nmer and c�rks�! �ndlor scra�per�. �x�sting roots a�d m�nk�ole ste�� �I�afl be ramo+r�d by cutting #l�ern 1" below the surt$ce of ik�� rnar�hofe, b� All unse���d liftin� ap�toxim�k�ly ��te,ha� setting, trov��l-ap�€ia� N��-�� coa#ing. ha�es, uns�ale� st�p hoies, vo�ds la�g�r than f(�I�� inc#7 in t#�€ck�es� s#���i be �Ilied with r�p��- patc�in� compound prior fo spra� ap�licati�€� o# the �� A�#a�re leaks shall b� s��p��d �sing ra�id-set�in� hyc�rauli� cement protJucE� sp��if�call� fvr that ��rpose $nd ��corcri�g to mar��f�ckuf�r's rec�mmen�����h, �ome I�ak� m2�}� r�q�ire graut�ng t� stop #�e i�f��w, C�rouiin� shaiC �e perft�rm�r� ir� accord�n�e wit[� �ect�on D-3�. ��ntact �tr�rrg-��af �ysterr�s ��r gra�ti�,� recommer�da#�ons, d� Atter �EI rep�irs �rave been compfet��, r�mo�� al� loos� rnat�ri�l, 3. Temperat�re. f�orm2G antierior coati�g opar�tEo� �h�ll b� perfor�n�� �t t�mp�r�t�,res �i 4� Dogr�as F or greate�. Nv ��p1l�a#�o� shall �e made when �r�e�ir�g is ex�e���d wwt#�i� �� hours, �f �,�bierrt temper�turas a�e in exc�s� �# 94 De�fee� F, prec�uki�ns sh�xll ba tak�� #0 1c�e� m�xrh� w�t�r b�low 85 De�rees �, using Fce kf necassary. �1. Interia� N�an#�ole �oat�ng s� b} r�vosror Tha ir�tari�r c�a�ir�� shakl be app€ied to tk�e man�ro3e from #he top �f t�e benchJ�ro�g� #o ti�� tt�� of the corbei or fa�tto�, includ�ng the ber�ck'rJ#rough, TI7e ir�teri�r c�ating shall b� applied ir� �ccvrda��� �n+Eth the m�nufacturer's recommenda�tions an� t�e folt�wir�g pr�c�d�re, (1) �h�e s�r�ace sk�aCl ba thoro��hl]� cle�ned of aCl for�ign rr�ater��ls an�l rr��ttor. �teani��g �hail b� accomplis�eck �yr �sir�g high pt�ssur� water �pr��r {rr�ini�u�n ��04 ps�). ��� Plac� co+r�rs �v�r ir�v�r# ta p��ven� extrane��,s material frorn entering the s�w$�, AS�4�3 � J -- - — r P��T D�# � �1L���TiC��l�4� �F���II�L ��NDITI�I�� ��} il�e surfa�e �rNor �� a��licak�ar� sh�li �e �am� witF�o�t no�i�eat�le �ree wat�r droplets or runnir�g w�ier. ��w2A maf�ri�� �hall be sp�ay �#�p�r�� ��+sin� � m��tut�c#�rer ap�rov�tl appficak�on rr�ach�nff} i� a uniform th��kness of i" minin�um, TrawvEing �F�all b�g�n �mme�iata�y foll�vu�ng th� sp�a� appl��at�or�. 7he t�ow�l�ecf surface sl�a[I be smootl� v�rit� r�p evidence �# previous voi€� are��. �4} The a}�pli��tior� �halt h�ve a minimum oi four h�ur� �4) cur� ti�e b�fore barn� ��bjec�ed t� ���iv� n��m�l �l�ws. Ambien# ��nditions In #he fnan��3e are ad�q�r�,to for c�,ring as I�ng as the �rra�h�le is ��over�d. ��� 1`raffic shall r��t b� �Ifowa�l c��ret rnanholas far 1� h�ur� ��ter reconstru�ti�n i� ��m�lete. 5. Tes��ng of Rehab�litated lulanhales a) 1`estir�g �f rehaiailitatet� manho�es for w�terYli�t�tr�ess �hall �e p�rfotm�d �yr t�e cor��ractor after ap�r�tion� are oomp3ot� irr accor�iar�ce w�lh S&�tion D- �2�, �} A# I��,st �our {�� ��Inch cut�es af the coating m�ter��l sh�ll be ta��en from each d�y"� woric witl� the dat�. lo�ation 2�nd Jt�b �e��rdvc� �n �acli. The �ubes �hall �� sent to �tron�-��ak ��st�ms, P�ne �luf�, AR, for t�s#ir�g. A comp�es�i�n tost wi�� be mad� $c�rding to A�Tl�+1 �-1�8, a�� the res�rlts wil� be fu�n�shed ta the �ngin��r and t�a awr�er. D. NIEJ�SI}f��h+}�iV7 A�D PI�4YI�I�EUT P�y�nc�r�t sh�i� be basetl �n �ho �ontract Unit Price por ��,c� rr�anh�le coated_ l'he �ontraci Unit I�r��� shall b� ��ym�n# ��r fu41 fpr �erfor�ni�g tf�e work and 'far f+�rnis�rir�g all labor, s��eruis�pn, ma�erials� �qui�mp�k �rrd rr��ter�al testFn� r�e�ess�ry t� corrEplet� �he work. �arou#�r�g, it rrq��ssary to stop aciiv� leaics fn ms�nho�e w�U �reas, sh�N be in�a�ded �M ihe �bovo ur�it pr�ce. �r��tfn� ai khe �ip� �aals, �€�n�h ��td traugh, and lower p�rt�or� �f a�arti��l�r rnanhofe, Jf re��€red by tFro A+12�nhole R�#t�k��litati�� Work ��#�o�iule or r��uired Yt� i�� dorre #�yl lt�e E��ineer, shal] b� paiti f�r s�paratc�ly, E}A-i� DMIT DA-17 OM�T DA-18 PRESS�I#t� GRQUI'IiV� �4. ��h��R�L �co�e. This �a�#i�n g�var��s all wor9c, �at���als and t��tir�g re�uir�d for tY�� pre�sur� gra���ing �f manhale cle�ec#s. �ar�ho�$s �r sectEar�s of ma�rk�ol�� v�ith activ� leaks shaEl bc� rv}��,ire�f �s ir�dre�t�d �n #�� f1��rthole R���bili#ation �chedul�, raras�d� A��-�� P�4RT �l�ll - ,�DDITI�N�1�.. �����AL ����ITI�I�� �. D�scr�pt��r�, 1`t�e �ontractor s�aall b� resp�r�sible tor tho #+�mGsY�ir�� of a�E labo�, supa�visic��, m�t�r�als, eq�,iprnenl, ar�d teslf�� req�ired f�r #he cornpEetion of pr�ssure grautin� af ma�l�oie daf�cts in ac�o�dance wit� xhe ���tra�t Doc�mants. �. �Ular�ufacturer's Rec�rrtmar�datia�+s. �+1�aterials, addltiv�s, mixt��e rat�o�, and {�r�c�ciure� utilEa�d f�r kY�� gr�utl�� procass sha11 be ir� ac�ord�.nc� witY� mar�ufactur�r's re�ommerrdat�ons. �. Tti+lae�ho�es. M�nholes �o �e �r��ted are of bri�k, cancr�te, a� f��ergka�s constru���on. Js►. d1+1A�EFiI�q�.� 1 3� 4) � ���� �ro�ting b.+faterials: a. l3ret#�ane ��l ��out: Ure#h�ne g�l g��ut, s�ch $� ��otch-�eaE 56�� g�! or e�ua! s�atl b� a hy�lro�h�l�� polyfr�efi. 7h� che�nlcal shall b� �i�ced �rrkthir� tE�e r�,nge of from 8 to 1� Qark� of v�rater an� �halb contaEn a re�n��rcEr�g agent suppl�ad E�y #h� sa�e rn�nui�ct�rer. `Y'h� m�t�rial s1�2�11 �eC ae�d cure #0 2� toug� tlexibl� ela�#vme�ic �ondEtion. 1+1�hen �vet. the ge� st�ali �xFribft s#r�nglh �rop�rrttos �� 2�t le�s� �5 �si tensEie at 7 5� per�ent �longa[ian. Th�e rrtate�rEa1 s�all not chang� ir� ik��a�r dirnek7s��n rr�or� ##�an eigF�� perce�k wher� su��ected #o wet and d�-y �ycie�. k�. The c�emical �rout sh�l[ be �pplEed sa �s #o }�a+re #he gr�ut me��r�aa flow freel� into tk�� de�ecks. Tc� avaid �r�� w��t��e of the rrtia#eria� lfowin� th�ough kh� d�fects, �; gel c�nt�ol agent map b� addeci. Th� f�liowir�� p�o�erti�s sha4[ be exhib�ted I�� t�� grau#: �} Da�umer�ted ��rv�ce of ��#{sfa�tory performance in simliar �sa�a. �} �on#ral���le rea�#iar� tim�s ar�d shrinkage lhr��g1� tl�e �,se of �h�mfca�s sup�Eied by tk�e s�rr�e man�fa�turer. T�e m�nfmurn �e1 �e� time sl�2�bk I�e �sta�l�s#�ed so #t�a# at�equa#e gr�Ut ir�v�� i� a�hievod. R�sis�ance to che�Ecals; resistar�t to m�st organic �aiv�nt�. �ni�� �cid� �nd �ik�1k. �ampr�ss�+re r�cavery retum #o original sha{�e a#t�r ��peated de�orrr�at��n. T�e �her�ical sl�all be essen�iall�r �ti�n-#oxt� i� a cur�d �orrn. 6} �eaiir�g makeri�l s�al� not be rigac� or britt�e whon subj�c�ed to dry at�nasph�r�. �`he material �hall #�e sbCe �o witk�s�and fr�eaalthaw �n� rno�+ing I�ac� ca�diti�ns. �J �ealir�g �ateris� shall be r�on��rro���re. a. �1 �oir�far�ing a�ank s��h as S�o�ch-�eal Bra€�d �61� r�intorc�ng ager�t o� e�u9val�nt shali i�e �ti�ized in a��or�a��e wi#h m�nufactt�rer's r��ommer�cia#ions. Any SG�� re�nf�r�ing age�t wh�ch c�ntair�s kumps m�st A�C��� ���r �� � �a��ir��r��� ������� ����rT��r�s --_ � �e disc�rdad. �ar� mu�t b� t���n to �� �uro t#�at tho �I-f of #i�e watet in th� tar�k E� {r�rn � to �. As ��re�ution again�t t�e p�ssihflity �f khe pk-I beir�g �uts�de this rar�ge, �a�e a s�'rr�ll �tno�r�# o� +r�ate� from the i�nic �p vvh�c#� C�el FCein�a��irrg A�er�x �G�� is �� b� �tfded, Ad� � fe+ry d�ops of 56�� to this te�t ��mple. �cotch,�va� ��and �al �einf�r��ng Agee�t �81� s�ou�d disperse r�adfly. If pr��i�i#ati�n occ�.rr�, drain t�� t�nk anci re#�st. Rep�at a� r��cesssry �rnti� di�porsior� o�curs. I� di�persl�n c�o�s r��t ���ur, do n�t �sa ti�� watar source, b. � fiifo� �ate�ia! s�ch as �ef€t� �9� {dia#oma��o�s ear#t�� from .�ahns A+lansvi��e �r vq�ivaler�t s�aFl bo utlft�ed, The ad�r#ion of �E�e fill�r rrr�t�ri�l shall no# �xc�o� t�e quarrtiiy s�ecifiet! by the rnar��fa�#urer, antf contin�raus ag�tation �f the water s'rcle o# the �nixi�rre �� �e�uErec#. T#�� t�ller rr��t�r�a� m$y a�so b� utili��d �� a���nfor�lrrg a�er�� irr a�cordance �rith the urethane ge� g�u� �n�r�ufaclurer's re�amm�nd�tEor�s. 1. Ad��kivt?s: Crout ��difions ma� �e u#�lized f�r ��ta��zi�tg !#�e gel r�a�[ipn, ir�l�ibit�ng the ��I r�actior�. buff�rin� �he s�l�tion, l�w�ri�� �t�e f�e���ng tem���atur� o� �i�e soi�tiorr, �cting $� a�ll�or. ptovEdir�g stre��#� or far inhibition �f ro�t ��wt�. �. Rt�c�t ��nt��l: l� r��i rn#�fbiting ch�mical s��F� as di�h��beni� s#�ail be a��ec# ta �h� ch+3mi�al grout rr�ixEure �t � s��� le+ref of cor�o�ntrati�n and s#��I� have the sbrliky to remadn �ctive wit�in the gtouk f�r � mi�imurrx of 1� rnonths. �. N1a�eri�l Ider�litl�atior�: �ontr2�c�or sh�ll ��mpi�tely �dentify the ty�es of �r��t, mort�r, se���nt, 2�ndlor r�ol confr�l chem�cal� uso�# and provJ�e �asv h€5t�ries of su��essf�l �,s� c�r de#er�� �hv cho�ce of �ro�t'rr�c� materfals b��ed �,n cE�em�cal and p��jsl�al pr�pertto�, ease o� ap��fca#ion, a�d ex�e�ked pe�far�nan�e. to the sa�is}acti�n �i khe En�ine�r. �4. �+lkxin� anc! f-�la�ncl�ir�g; I�li�cing �nd har��air�g of chem��af �rouk and f�rmir�g oanslituen#s, wt�i�� may be to�ci� und�r �erta�n c�r�dit����s sha�ll �� rn �ccor�la�c� v�iEC� the recomme��atior�� of lho trti�r�u�a�t�rer s�tl �n s�rch a m2�nr��r �s to minirnfze �ra�ard �o ��rsonnel. ft is th� res�onsib�ii�� �f tt�� �ont�•a��or #� provide ap�r�prlate prokeckiv� me�sures xo ��rsur� kf�a� ch�rr�fcafs or �efs pfoduced ��r the �t��mic��� ar�r �ncfer c�r�tral at �II times and are r�ot �v�if�ble ta u�au�hc�r��ed �ersonnel or ���ma�s. AI� o�ui�rn�nt sh��l� b� su��e�# to the ap����a� ot #he ��glneer. Dr�ly porsonrr�l th�rou�hly famtliar with t�� hsndli�tg of the g�ok�t ma#erial and additwves sl�a�l parform th� �rq�rrng operr�lior��. �. ��E�U�I�N 1. Ceneral. h+1anF�ole gro�rtin� sha�� r�o� b� �erformo� urttil �eali�g �f mar�h�le f�ame �nd gra�1� �.�I��rs�m�nt�, partiar m�r�h�la re�lacemenk, or man��le �a�a�r� are c�rr��l�t�. �. Pre�irr�rna,ry �e�airs: ro�as�o� � A��-�� -- �... r• �A�� �� �ea� all ur�se�Med l�##ir�g hole�, uns�a�ed�ss���ho�eacka��or d� e� or #ed appr�ximata��+ or�e-ha1� (1f�} wnch m th�cl�n atc�ed �.nd repla��d v�it� rrx�t�ri�� s�+atiM ba remov�d #ror� the area t� b� F Gclocretv. �s manutactured b� �P� �y�tems, tin�. �r eq�aM� in a��ardan�e w�tY� rnan��ac�ur�r's �pec�#+��t���s. a. 3. �. 5 A�D1�1�1��4L ������1L ��I�11�1 E ��ir� h. �ut an� trifn a1� raots v�ti#h+n #�e manhote. r� �faturo, �arm�� gr��t+ng o�er�tio�s ar��1��+'�g appMi��#+o� o� anter�or �o�1Gr�� �e P sha�� 1�� pe�orme� �� ac�o���arr�e �ith mariuta�#ure�� re�ommendat ans. �n�lu�ie corbe�, w�IM, p9�e �r��Ki�r� 4�+�ateria� L�sag�. �rou��ng of tho rr�anhale rrwa�r Are�s af the s�a�s, snan��le �oi�ts, ���� t� tMatt�p ��int, ar+�or �en�k�ltrougt�• ho1� �esG�nate� to �a grout�d w�Ma be dira ha1� iryc�ude trnc� ����4re m� �oy� rrra� rou��n . rout�rrg s mar�h��e is s����iu1�d �or g �� h. Pi e s��l groutir�� sk�a11 includ� 9n��uding corb��, w�M�, ��p� seals ��r� bo�t�k�Itr�u�r���; g,�f the spe��ited ma+�ho�e ail pipo seats �n ih� s�ec+ii�d �ran�ole and g in�lu�ing the b�r�c�+Jtr�+��h io the max�mum hei�ht ot 1� i�ches �ro� tk�e �rown, Drt;1i�r�g and Iny��#ian: dic�t�d a � c. Me�je�t+�n #�ale� �P��1� b� dril�ed through the m�,n���e wa�l al to��t+��� Gn i� the ��pr�#�riate �etai�{s�. �rout ��a11 �e injec��d ihrou�h the h�1a� arrta e�o tw�e rna ho�e �x ucture pro�e. �n}ectian �r�s�ure sh�11 nol ca��e d � or s�rrau�dGn� su�face #��#ures. G�rout s�����ntif #he mar��ole s�exte�n���y ho��� �ir�x. 71�e p�ocedure �t�a1l be r�p� s�a�ed w�th g�oul. �rout�ng �ro� the �ra�n� sur�a�� ��+al� n�� be a��awed, '�' c� b ot�s�rvaiian of gro�t t� �ef�ct� ar ad�ac�r�� �. �rout #�a�e1 �ha1� �e ve�� �e Y �o ensu �n�e�t9or� �oEos. Prou�de a�dS#{anat ln��o�ior� h�ies, i� nec���ary, grout t�auel. In'��tion hakes sY�all �e cie2�r��d wl#h a d��maf�hol�st��ed with � waterpro�f e. ! qui�k sett�ng rrti�r�ar #�r bri�#c �nc� concrete o� r��ra�9lit�t�� m�n��les f�r wat�� �, T�st��+g of �eria�i�Mtatad �an��G�s. Testi�+g resence v# �h� �n��fle�r tin �i�ltitr�ess �f�a�w be �e��rr�ed by Ihe �ontra�tar i+� #�� � 1f�1�lJUt�h ����1�� �� accorr#a��+�� witYr the re�yu� r�mor�l ot �ec#ian DA- � 8, Fi��-1ABILL�A��� N1AiV�'kC��-�� �{ t���� specGfi�atians. �. I�IEA�U��NIE�1T A�1D PAYME�I� ire +�an�nok� +s groute�, t�-�e �or�tract Ue�i� Pric de���nth� � p��a �atiar�s � as�r���+Gred �y tif t�re e�� and�ca#�ci on the A+1an�o�e Reha�wwita#ion �e��dule �nc u Ihe Engine�r. AS�µ47 r��� ���� �1� � � �Q��� ����fJ�� ���� ������ P�y�ri�l�t fo� ��oUtir�� �f�� S�a�3, ber��� and tro� gr�ukirrg f+arto� ta �v��l �o+r�t. ��ali �� �as�� an q�� �ontra�t �Init �ri�e er �hF ar�d �� rnch�s abo�r� �r�wr� a� �Rp�, ar��l re�abil�t�t�[� as ir�d�cate�f an �h�e ll+��n�oie R�hahrl�#afror� ����du��. �h A�]�ment Fn f��J for �erfor+r��n ��,� p each m�n��le � �r� �nd for f�mishdng aN r�b�r, su�ervis,on�rr�ate i� � ce shall �e �q��pmvnt, �reairr�ir��ry re�airs �r�d t��f�e�g n�c�ssary t� com���te the w�r ` �r�t���� grout. k xr�cltrdrr�� gro�trng �+itf� ��-�� v�a��+��r r�sr��r� �� ����ar��r���� ��n, r�a��s �� �.������ �cope. This s�ct�on c�e�c�i�s rrti�r�h�'� t�st�rrg �o effecti+refy con#{rm �xfsti�rg rr�an��le� ���I�uvl�rg structur�f ,rr�ii�trafior� �n� infl�w re��ted re �r �h� watorti��t ir�tec�ril�r �f �f the w�rk is ao��pf���v, p� ��ncf Ihat �h� a pA�arance D�scrip��on; In�i�tratfan may be o�sorve� �n mar��rol� cf�fo�ts at mar��ol� walis, Intl�tr�t��n r��ared r� �frs are i�ten�ed to etim�rr�te leaka e af � AMP� s���s �r ber�c�ltr�u�h areas. lnfiow r��y �e �bs�rved in rnarrhol� d�fec#� �t m�n � �����dw�ter ihto man��l�s, ad��s�m�rr#s, gra�le ad+usl.m�nt ��a�s, corb�ls, vr w I��� l�fi�w reJa#ed reframe �e�1s, �r�t�v e�frn�nate �vurces �� s�,r�a�� v�+ater enfry th�t �ecomo �cr�re al�,r�n �apnt �arr� �r� ir�t�r�tfe�l to �#r�ctural r��alrs rrr$y be requirec� v�rher� making �ll re�a#ecf � �II ��e�ts. rn�ciu�lo def��t� �� a��r marrhole ��mp��,�nts ��C �o# ��s���Y+n� � lol� r� a�rs. � �truct�rai repatrs rtt�y TestJr��, �bser+r�tior�� and �uaran�eo R�rtoc#s: T�� tas�ir�g ��q�Nred s#�al� ba perFormed by th� �antr��;to� a� focations d ant! d�c�mer�te[! t� tl�e s�tFsfact�on ot Ihe �r�g��eer. �s��r�atec# �y the �r�g�r���r ��y� r��w or reh�bii�t��ed rnann�los ��at are ��serv�d to be �eakrn � t� of f�'rg� gr�u��w�tor or r��rin� it�f�ow c:on[�tt�orrs sF�a�f be sub�c�ct to addit�o sha�� b� rosp�rr�fbi� f�r �N �d�t�frona� r����rs req�ired on thos� � Y�� �ngir�eer durir�� ��rPads �uarantee �riod. �nsat�sfa�t �fyrrnant�o�es �� � g fh��ar �li� man���e r�ha�i�ifa#ion arrork shaii be warranted to �e free of d�tecfs f�r a rr��r��m�m a� ti�re� ��� Y�ar� irnm tho dat� af fina! aace�tarr�� of rh� .F�- ra�airs cor��let�r[f �y ��e �ontr�cr�� vu�a�� fai� durir� t�a y�, an� �� �ood workmansh+p s�t�sf�o�ior� �f th� �ity at rro �dd�kJon�P ���t ta t�,e �ity. Pro�e�#. �ny m���ofe � a��ar�ty �er�o� s�all �e r��ire�f ts� #�� �. h�1�4�'�RfA�� - fU�t �pec�f��d. �. ��t��t��r�r� �r�fiitrati�r� Testir�g, �li ir��er��r caat�c! marrho!$a ancf �I� �r�rtiai re�lacement mar�t�nl�s s�a1� b �antra�tor �n the pr�svnce a� th� ��gi�eer for �a�rcea af �r�f�l�fat�o�. O� durJng h�gh gr�u���at�r ��nditior�s, wl�erev�r �ossi�l�. e�b�erv�c� (t�sted) #y t�e ��rv�tions �vil� b� rnade �ar�s�p r A��-�� P�#1�T �Jol � �4[�D1TI�I�AL �PE�1�4L ��1��1T��1�� Nlanholes sh�ll b� tested af#�� inst�llation wlkE� af� ��nnect�vn� ��x�sti�g ar�or pto�osed} in p1�c�. 17rop�cor�nacwions ar�d �a� sealkr�g connect��ns shall be ins��lled prior #o #estin�, �`he Ikn�s �ntering th� ma���le shall b� t�rrfporar�ty p��gged wi#h 1l�e �lugs b�a��d to praven� #hem #r�m L�eing t�r�wn int� i�e ma�hole. The plug� s#��II b� ir�stalle� in lC�v lir�es b��and dro�-cor�ne�ti�n�. �as �eaiing oanr�e�tior�s, �tc. T�� te�l head sfi�l� �� pla�vd ir�side the fr�m� at th� to� �# ��e rr���ha�� �so t#�a# the man�tole fr�me s�a� is tesked} ��d in#la#�� in accordaitice with th� ma��f�ctur�r's recornrr���datl�a��. �A ►r�,c�urn of 10 inch�rs of m�r�ury �ha1f b� drawn, and th� v�cuum pump w�ll be turr�ecl af#. Wwth Ihe vsl�+e c�osed, tha lovel a# va��um �hal! k�e r��d after tk�� ��quired test time. If the dro� in the 1��+a1 i� i�ss tt�an ��inch o� r�ercury (ffr�a� vacuum grea#er lhan �-a�ches o# mercufy), th� man��l� will k�ave pas�ed the �rac�um tes�, f�#ter a s����ssft�l xest., tl�� temparary �I�gs ��I� be removpd. 7't�� requife� #est f�m� i� detorfnin�d from Tsbie I, �able I 11�11�INLL4M TIf4�E AEQUIFiEQ FO#� A VA��UUNI DF��P OF 1" �� �1Q"H� - �'"H�j {���) ���r���r�.w. ��•) 8 1� I ,� 14 �6 �� .. 48-Inch Dia. �0-Inch �E�. 7�-Ir�ch D�2�. iu�anh�l� Manho4e Manfn�ke �o sec. �5 sec, 30 seC. 35 s�c. �D sec. �� �e�. T=5 se�, �� s�c. �3 sec. 39 s�o. ��a ���. 52 sc��. 59 sec. T-g.S sec �3 sec. 41 sec. 49 sec. 57 �e�. 67 �ec. 7� s��. T=8 se�, ,i�ae all {Ir���}�ol�� �ve� 1 � �o�� i�r �e�th, �dtf "T" sec�€�ds �s sYt�wn fo� e��F� r�sp�ctive �Eameter for eac�r two fe�# of ad�i�aanal de�th oi r�ar�hole #n 1he �IFne shown tor that 1 S fo�t d�pth. �Exa��1e: A 3(} (fhirty) #�ot deep, 48 {fotty-���l�#� irr�h h�ia�l�o�e To�a€ Tast TirYte woul�l be T�.� se�ond�. �5.0+��5.0}�TS.� s�con��] (1�alu�� �is�ad ��ave a�re extr�poEa#ed fxom A�SihA �9�4-8�). 11+��nhofe v�,c�um IeveGs observ�� to t�ro� gre�ter ih�n 1-��ch �f mor�u�y (��na� ►�acuum 1�s� #h2�r� �- �r�ches oi �nercury) will h�v� failed t�o te�t and wil� r�quire add�iional rehabflitak�or�. Tl�e �otti#r�ckor sha11 mak� t�e r��cess�ry reparr� to t�a already completed r�h��i�itatknn wark at no �d�tti�nel c�r�pensa#�or�. If �k�� 1ai�ure af xhe v�cu��'n kest is �et�r�nlr�ed #o �� due t� proexist�r�g corrd�liar�� r��t on #�e rr���hvl[� rahabil��atRor� sche��l2 f�r #h�k manh��e, ihis ad��tior�al work may be au#horized by #h� �wner's R�preser�tativ�. �fker co�plet+�or� of t1�e ad�f#ior�al rehat�ili�a�tion the rnae�hole �ha1E then ba fe-t�sted as tfes��ibed ��ov� ur�#wl � suc�es�iul te�t i� rtx2id�, �nl�r �ne p�pm�nt tar �a�hofa vacuu� tes�ing will �e rrM��#e �r� ea�h fn�nF�ole. 1�2�ct�u� i�s#+ng is roqu�red or� aN mar�hoke� h�va�g interior r�habilitation. Inffaw T�srEng: Aal parti�ll�r r�habilitatc�� rnanh�Ees sha11 be tiyed �akar test�rd ur�less #he rnanh�l� has successival� passed t#�e �ac��m t�si. N��r�k�ol�s sh�ll bo dy�d watar tested ie� t�r� presae�ce of #he �r��aneer. 7�e dy� te�� ��all cons�st af �pplyi�g a c�ncer�trat�cl d�e solut[on �rour��l tY�� m��ho1� frame. I��ed �r�ter s�r$!I be applied �ar a# leasl �en �r�ir�utes. ��o�o� A��-4� I� J PI�I�T �l� � �4U�fTI�I��L �P��lA�. ���y��'TI��VS � � _ _� lulanhol�s obs�rved to #�e �ctively leak'rng greater t�r�n a�e drip per �lve s�c�r�ds wi�l have fakle� #�� t��t ar��! +,v�ll r�ot �e �cceptabk�. Nia�r�hafe� fa�aing th� te�t will req�ire addita�nal rekMa�ilita#ior� #�y the �o�tra�tor �t n� acfd�tror�al aon-�p�n�atior�. �thar l"es#in�: �n� �1 } r�h�#il��at�d manF�ale wiN b� r�nt�ornly sefected for furthter lestir�g. A labor$#or}r se�ected b� #i�e �It�+ wll� �a,ke �ore sampl�� a� wafR s�ctian� �f rr�ar�F��les rt+�t� wa��l c�ati��s. Testin� of tho ���e sampi�s uvilf bt� d�no to evafuat� �nat�ri�l thickr����, compre�siva streng#i�, �lex�raJ strangth an�i sRant shear bond strength. Th� followin� are th� minimu�n ��t�uir�€� s#ren�[h� �ar cemonl€tious and nor����men�ikio�s wuall coatin�s: �am�res�ive �tr��gth. �ompressive ��ren�t#� sl�aN �o�f�rrn to {{�TSV� � �9� �r�d � 109 ar�d shall meet or exc��d a mir�im�r 28�d�y br��ic of 4,000 psi. Fla�tur�l �trength. Fr�xural �tron�tF� sr��Rl c�nform to A�TI� ���� �xnd shall meet ar ex�eaa� a mini�-rrurr� �Sµda�r b�s�� of 1,��� psi. �lar�t �h�ar Bv�d �trpr�gth. �iant shear bond str�r�gth s�a11 conforrn xo A�TIl+18�� rr���ifi�d and sha�l rr-r��� �r �x�eed �, mi�i��rn �8-da�r b�ea� c�f �,��0 p�i, �f the manhole t�s#�c� fa�ls €� pass �r��r o# #hese fequirements, ano�l�er rr�ar�hoi� s�al! be s�l��ted and �es�ed. I� #he se�ond �ani�ale fai�s, t�� �it� m�y, at i�s op#�or�, �tc�p woric �ar�til tl�e �on�ractor- ��e� prov�d� �ssur�n�e tl�at te�tir�� requirements car� ba met. �u�ta�tee: �ar��ractar sh�H warr�nt th�t kl�� work�n�nsh�� �r��l mat�ri�Js er� frec� f r�m dof�cts �and #�at �h� manho�es ar�� se�lad �r�rrr inil��v ar�d Infi�tr�tion for � p�riad of t�ree ��� y+ear� ��om ##�e dat� �f tin�l ��ce�t���e of th� pro�ect. D. i1+lEA�UREhAEfVT Ah1D P�1�A+1L��lT Payrr�ent f�r man��l� va��urr� #as�ing shall ba m�de at the �orrtr�c� #Jr�it I�rr'�e bicl f�r each Nlanhole Vac�t�m T�s# 2�ctuai�� ��r}�ril�ed ant� �a���d and #h� app���ance o� the �or�pl��ed m��hole �� �+Isuatly �cce�#able. P��men# �#�ali be ful� �a�r�pe�rsaiFor� far �II fabor a�d material� necc��sary to corn�l�t� eacM #��t, Na pay�r��nl will be rr��de f�r additi��ral �rac�,urr� t�sts �r any d�e� wat�r testir�g. Payr�er�t €or marah�l� c�re testir�g, 'r�cf�d�r�g �fl la�ar �nc1 rr��teria�s n�cessary t� comp�et� �ac#� test, sh��l E�e m�.tJe a# the ��r�tract Uni# �r[ce b€d for �ac� Manh��e �ore 7'v�k 2�ctu��ly p�rtormed ar�d gas�ed. DA-�� �MI� CMA-�1 L.O�ATI4lV ANp �]{POSURE OI� MA#+IiiD��S I�ND I�AT'ER VALYES T'h� contra�#or shafl be �esponsi#�I$ for loc�tirpg and ma�Ec�ng �!I �rreui��,sfy ex�os�d rr��nhal�s ar�d +�v�ter valvc�s ir� eac� �#��ot �f this con#ra�t b�fora th� ��sur��cirtg pr��ss com�nenc�� f�r �, �articular �#re�t, r�vo��� A���SQ � � �A�RT DA � AD�1T'I��VAL �P����4L ���1D�TI�iV� ` Th� c�n#ractot sl�all a�tempt �v +rr�ku�� th� �or�str�cti�n En�ineor {�f �a �s a�+ailab�e) �n #�e ���arvatian anri marking �c#ivit�r, lr� any ever�t a streat s�all b� corr�pleteE�r rrtarkced �, rninim��n vi tuvo ��) w�rkir�� days b�fore r�sur#acing began� an an� str�at. A+larkln� the ��rbs wit� paint �s a rec�mm��de� pra�e�#ur�, Il shall be th� contr��t�rs responslbilrty to not;iy tlti� ut�kity camp�nkos tl7at ha ha�s ��mmer�c�d wor�C or� #ha proje�t. As the resur��cin� i� complvt�d {w�tM�kr� �ame da}�� �ho contr�ct�r �haCl lo�ate tf�� �ov�re�i manho��s and valves ar�� ex�ose tY�em for 1a�e� a�ij�stment. Upan c�m�rle#ion o# a �t�eet tha conlract�r s#�aaG nc�tily !he u#iEit�e� �f th�� c�mpletMor� and indica�e 1h� sta�t o# t1�o r�ext one in or�l�r f�r the utilit��s to �dyu�t fac�li��e� accordtn�ly. T�e fo�lav�w�� ars �ti��ty co�tacl p�r�or�s: �oma�nlC T�le�l���e �l�mber ��u�hwe�t��n Be16 �elephone 33�-82�'5 7�xas Util�xGes ��6,94i 1 �x#. ���1 �.ar�e �tar 3�6-83�i Ext. BSB� �aty of �or# Wor't�, 87� -�100 �tre�t L{ght an� �ign�! �ontact F'�r��� "}�ot Lina" �r. Ray 4Cruge�' iU4r. Jim Ber�nett lulr. Jirn 8ob Wa4cefi��d O# cours�, ur�d�� x�� #errns �t t�i� con#ract. #he cor�ir�ctor s�a�i cornplate ����+slmet�# �t t#�e st�rm ��aEn a�d Wax�r Deparkmeflt #s��li� �.1�.�,t� erkay� adjac�nt o�s�id tacil k e��� working d�ys aft�r contpl�tin� the la}r�n� �f �ropo {�r��+ d�+rk�tion fr�m �f�o �k�ave proc�tiure anr� �.Notted working days �may resuMt in the s�ut down oS #i�e �esuriacir�� o�erataon b�r [h� �onstr�ctit�n �r�gknee�_ Tfi�e �antra�tor �hal� b� rasphe �o ��tra�to$�sha�b��i��u ec� su�si� ary o#h�s cnnt act �rm a m��� accurate job 2�n� al� c�s�s to t D�-�� ��p�p���{�1ENT �F CO{V�R�'�€ �URB ANE3 GrU�TEI� �`}�ese prO�is�0�15 require the cor�tractor to ��ma►�e �IE ���led �xlstin� �urb �e�d g�tter, as des��nat�d b� #he ��r�st�u�tl�r� �r�gineee, �nd re}�lac� v�ri[4� standard vor�cr�t� curb �rrd gu�#er, laydow� c�rb and gutter. �� in like 4�ind. �s gover�ed b� th� stae�darc� �iiy �p�c�f��aiions, Itern �o. i4� "Rem�ving �i�i �a�crete", ltem h�o. ��� "'��n�re#e �urb a�d �u�te�', anci �fa�rrn� �lo�. ���� th�a►��h �-�4. #�a�+ kfrr�it� for la�r�owr� cur� an� gutter ar� sh�wn in Draww�� iVo. �-S5 0# the �#ar�dard �pe�i#i�atr�n�. �ankracE�r shall savw cut the c��l� ar�d �uite� �nd �avement priar t� re�ova�. included, �+�d ti�ured subs�ri�ary to this uni� pri�a, �riN ba t�e �aquirsd sawcut oxc�,vation, as per sp�clfica#9on �t�m iVa, i06 "Ur�cEas�kfi�d �ir��t �xcarrat�an", into #�re stee�l ta aid �� the cons#ru�tior� �f the curb ar�Q gutter. 7he pa� i�mit wlil �0 8" ouk fram #i�e gu�ter Itp, v�ith s��rte ci�� I�aul�off of kY�� remove� rrtiat�ri�t to a suGta��e d�mp six�. ��e stre�t v�id s���4 ��em k�lo 30� hl.lN_A.�. "�`ype D" m�x s� p�r �p�ci#Ication h1o. �00 "�s�hal�s, Owls a�c# �rn�l���r+s , `�Prkm� �oat" and Item 5��, 31� "`HO# �U1C}� ASphaltic �Oi7crBte'� ar�� corrrpa�t�d to s#an�ard �Ix�r densitles and top soil as par s��ci�i�a��ton item f�a. 1�� "Top �oi�", it naed��, shaA �e adc�ed sn� �eueled to grade �6��rid th� cur�. �l�i�ting f�rlprpV�fr��C�{S Y��tk��Fl Ihe parkway such as wa�ter rr�o���sT spr9n�cler s�ste�, at�, damaged �ur�ng c�nstructi�n s4�all be re�lac�d wi#h same ox t��tter at r�� ���t to the �ity. _ � —� ra��ror AS�-5� _ —_ �i���r ��a = ���rr����� ������� ���v����c�rvs - .� - -- Ba�kfil! �or curb and g�tter shaN be com�lated witt�ir� fa�,rr�an ���� ca�l�ncfar days tr�m the da�r of �lemoiltaan to dat� af ��m�let+�n. If l�e �or�tr�ctor f�afs to com�lat� #he w�rk w'rti�Nn fourleer� {i 4} c���n�ar days. ��10Q do�lar liq�i�atec� �ama�e wil� b� a�s�ss�d per bi��k p�r c��y. T�e urrik �rice bicf �er Jrnaa� fo�# sF�all b� fufl �omper�satParr for all m�kerials, f��or, equipm�r�t ar�d ir�c€de�t��s n�c��s�ry to co��l�te the work. �A�-�3 i�E�LA��M�NT pF �"" �pEV�FtETE pi�1�1L�WAYS T#��s i�em shall rr�cructe �I�o remaval and �e��acerr�ent of ex�s�i�g canc�ete �JrJvev�ra�rs, duo to d�terioratian �r in sE#u�t'ror�s w�ete curb a��cf gu�ter is r��laced #� adj�st �rad�� to efimin�te �ondlr�g� w�ts� with saer�e da� ha�l-oFf of the rerrt��e�l materi�J to a suita�le dump �ite. ��r s{�ecific�tEor�� gov���ting tt�is ite�'n �ee Jte�rr f�l�. 10� "Remt�vrn� �I�I �oncreke", Iwen-� f�o. 5���� �oncrete ��c�ew�lk �nd priv�ways". Pa�r limits f�T ��ncrete driv�w�y �re as ��own ir� ��awing �#�. �-�� af tha �#andard �pacli��at�ons. Th� unit �ri�� b�d per sq��re �r�,rd �h�l� �e �u�l �om}�er�s�t��n to� aNl I�bor, mat�ria�, �quipmerrt, sr�p�l�es, a�n� �r�cic�er�fafs n�c�ssary to com�rlate th� w�r�. l��4-�4 F�EPLA�E�1+1E�1'� OF H.1W.�1.�. pA��N}��yT A�JD �ASE 7'h� cant�a�tor sha�� r�mavo a�l e�cistxn� cieformed �,l.1w+1,A.�. pav�r�or�t andlor bad base ma�erial tl�ai st��ws s�rr�2��o dot�rioratio� ��dlor ��m�►ie�� f�il�r�. The Engi�e�� witl iderrti#y th�se �re�s u�On +,v�iCf1 tlrr3� #ho �On�ract�r +,Yi!! �e�ll1 w�rk. 7�re fsfle� arc�� �halt be �at+v ��rt, or �#}�er s�mil2�r ma�ns, ou# �f t�re exi�ting ��vern�nt rr� sq�ar� �� ro�ta�g�l�r f�shion. Tho �id� fa�es �hall b� cu# v�rt�cafly a�n� afl fa�fecf ar��l lo�se rrraterR�� ex�av�ted. As a part of t�� ex�av�tio�t �roeess, alt UFiS21�IS�$C�Uf�i �785� R7��E#'1�� $F13II �8 f{3!7'IOVQ�, i} r�equired, ta 2� dep�h su��icierr� #o obtairt st�bt� ��b-k��se. �he t�t�f de�t�r �f exc�vatR�n �auld rarrg� fr�m a c�u��a �f �nches t� in�lu�fe tFre sur�ac����se-same sub-b�s� r�mov�f for whic� i�re �n�ir�eer +�v�fi ��le�f She nec��sary d�ptli. The +'�m�,inir�g goad rrr�teri�� sh�r! be fevofa� ��d �nifoernly+ �rra�� ree�dy� �o �cce�t th� f�ll �naterf�l. All 97cc�Vatgd rr��terl�� Si7r�11 ba �a�N6� Qtf S�te, #f�e sarn� c�ay �s e�ccau�tecl, t� a�ufta�b�� c�urnp sfte, �lfi��r 5ak�sf��kory compfet��n of remaval as �utfinec� above, permane�t p��rement p�t�h, w�th "TYP� �" surtace ��nix. �his k#em�will alw��r�#be �s��cf e�re��f�r�o ��se Jm{�rov�m�r�t� ar� r�quir�d. Th� pr�pased H.�.,�.�. repair sha�� r�-��tch ��re exps#an� pavemeht s��tion �r the �fo��� c�f the �aifed rnaletial. whic�ievc�� �s gre��er. wlt�wovef, �#�� patch thRckr�ess sh�,�F �e � rninirnum �� 2 lnch�s, ��nerall}� tho �xistir�g !-I.A+1.�1.�. ��vomer�t thickness wil! not excead 6". Bafore the pa#ct� iay�rs are a�piie[f, an� ��os� rr�atvr��l, m�r� andl�r vuat�r s�aJ� b� remove�. �l li�ui� ���rh2tlt tac� coat sh�Fl be a�p�i�d ko �!I expc�s�d st�rf�ces. F��acomee�t �f #�� sur[ace rr�ix lifts s�r�l� r��t ex���d � ir�ch�s with vRbr�fo� �ompactior�s to fo!!ow �ac� lif#. �om�a�tiar,s af k�� mNx s�ra�l be t� st�nrlard dens�fRes o� the �i�y of Fart �North, made ir� #��'�parat�an to aocept t�e r��y��a�g pr�cess, Afl ap�ifcab�� �ro�+is'rans o� ��a�darcf ��e�Jficati�n Itam �las. 3�� "�qs�halts, �ils, ar��l Emulsi�n�", ��?4 "Pr��ne ���t", �r�d 31� "�lot-A�1Jx �s��raitic ��r��rote s�aN ��v��-r� wark. �he �rn3k price bid p�r ��bic �+�r� sh2�ll b� �ufl com�er�s�tlo� for �11 ma�erials, f���r, eq�i�r�rer�t an�i in���or�t�Ns n�c��sa�y #o c�rr�plete the w�r�C. �- r�r � A����2 ��- �� � 1��RT DA - �#DDIT����� ��E���#�. ���Dl�'���� Dp, �� ��AD�p �F�L�SI-�ED S'fOEVE� �h1S �t�a'K1 sl���l b� �1S�d k0 rep�ir tt�e f�.lt�d ��,�9 �121t�ri�l I� $�B�S BxC��d 8" �eep �s directe�f by t'he �e�ginear, TF�� rr�ate�k�� sl�all be grad�d �rusheci stor�e�. �vr spe�ifEc�lions �ov�rning t�is iterr� se� Iterr� No, ��� "�koxi��e Base". SI�� ur��# pri�e bGd per �ubic yard s1�a11 be #�N c�mp�r�sa#ion �or a!I r��teri�ls. labor, oqulpfnee�t an� incidanta�s r�e�es�ary to �om}�I�te #he w�rk, DA��6 W��C�E N1MLLifiJG �" TO 0" D�PTH 5.�' �N#D� q. �escri�tion �'his ite� shall cor�sist o# mallie�g l�+e existing }�av��nont �rorr� tY�e tf� o� g�tter at a dap#�t oi �" and trar��t�ior�i�� to match �h� existrn� pa�r��ner�t �0" ��tj a# a minimum width at 5`. The �xas#in� pavemen� t� b� �nillad vtirill o�ther �e as�haGt. concrete, or bric�c pavemer�t. �he r�maval ar�� di�p�sa� o� the rr�illed m2�kerials s�al1 be 2�s [�i���te� #�� �he Engie�eer, The �ni1��� surfac� shatl p�avide � sr�a�ih s�rfiace iree #ram gou��s, ridges, ai� fi�m, a�td o#her i�p�rfectiar�s �f workman�hip and s�e�l! have a unkfor�rt textur�d app�ar�r�ce. Irt aA �it���ior�s w�er� the oxis#ang H.A+�.1�.�. s��fac2 c�nl�ct� #he c�rb Sac� the wedg� miHing �}�aa� in�a�c�e tl�e rem�va� �1 t�re oxisting aspt�alx c�+r�ring th� o��t�er �p ta an� �lang tha f �ce �# c�rl�. �h� w�d�� �n�iling op�r�lipns for ttr�s p{�je�t wlll be �erio�r�'red in a�t�ntin�ou� ma�n�r a�a�� bath s�d�s ot th� s�reet, �3et�,i1� �f mltlir�g l�catlor�s are �� t�r� bac1� of th'rs documen�. �on�ractor as re�uired 10 begin th� overl��� wi#�in fi�+�, ��} ���er�r3ar tia�s �r�m the date o1 #h� w2dge m�lling �ompl�ti�� o# an� one �traet, �hould #i�e cor�tra�tor �ail to r�e�t thEs co�ditEor�, tk�a w�dt�e milling wiC� be sh�t [�own. and la��+�dated �ar��[�e ot �500.�0 p�r �iay per �t�eet rr�+ill be assassed u�rtil a11 wedge mille� stre�ts ��e averla�reci_ T�e overlay, an�e b�g�n or� a s#t�et s�a�l ��ntinr�a unf�r#er�upt�d ��ti� campi�te. The �ar�#ractor sY�a11 k�sul-ofi th� rar��►�e� m�t�rial ta a s�f�abEe d�mp s�te. B. �qua�men[ �he equkp�ent far r�rn�vi�g t�v p�.ve�er�t surf��e shall be a power �pera��d r��l�Gng ma��+�n� �r ot�er o��al �r h�tt�� rnec�ani�al tnear�� �a�pab�� a� romoving, in e+th�r ane p�ss vr two �asses, the nec�ssary �avem�n� thl�4�n�ss in � t�ve-tat�t r�ti�t�rnurrx w��lh, The eq��pm�r�t �h�ll be �el#-pr�p�iled uv�#� suf#i�ie�tt ��war, tra�tio� anc3 sta�iHky to maintafn �ccu�at� depth o# cut and slap�. The macl�ine sh2�ll �e ec�ui�rped with an ir�t��ral I�adirtg an[i re��ai�'ning tne�t�s to Immeciiatafy ��r�ove materla� �ein� �ut #rorn t#�e �u�ace of ih� ro�d�vay and dEscharg� ��e c�ttings 9r�to 2� tr�ck� all in on� operation. �4dequate back-up �quipment �me�hanica� stre�t �wee��rs, ��ader�, v�a#er tr��k, �t�.) ��� �ersann�l wi�l als� ba provid�d to keep fl�ir�g dust to a minwmum ar�d ta rr�s�re thai all ��ttin�s are rem�v��l fro�n s#ree# s�rfa�� c�ail�r. Stock�ilir�g of planecl matar�a� will not bo perfrritle� �� the �ra�ect si#e �ntess cies�gna#�d by tha �ngir��e�, �`he ma�hin� �hall b� ec�uip�ed wit�r r�e�ns t� c�ntral ��+st �r�ated by �ne c�ttin� acki�n 2��d �h�li ��ve e, manu��1 syslom pra�+idin� 4or �nifiorrnE�r ►�aryFn� tY�e dapth af cux while the m�ch�ne �s wn m�l�on ther�rb� r��k�ng it possibae to cut f1�sh to a1l r�� AS��3 P�4�`� �� - ���r�r�rv�� ����f�� ���v��fi��lv� inl�ts. manhol$s, or �#�,er o�str�c#�ans wit�rir� the pav�d ar�a. T�e �peed of th� rrrac�rir�e �t�a�i b� var�able ir� order to lea�ve fhe des€re� gri� patt�rr� s�e�3ii�d �,nclvr �urfa�� l�ex#urc�, T�e unit �rice bl�i per lane�r feat shall be f��l ��mpens�#i�r� for all ���or, rr��ter�a�, e��i�rment, toals, ar�d incrdentals �ece��ary to com�la#e tha w�rk. DA-�7 �UIT JO�CVTS - i4�IL�.�D A. l�escr��tEan: �`h�s iterr� r�quiros t�e c�ntr��tar �o mill "butt joint�� ir�to the exis�fn� ���#�ce, in �ssaciati�n wi�J� the wodge mil�itt� o{�e�atior� {P�#`� ��'��v1 �O. g� to kh� deptl� and �t �a�stions as descrfbed below. i"�e #�utt join� wi�G pro��de a�ulf +ruidth t�a�sition se�#�ar�, wh�rebp the new av�r��y ��tal� rr�a�nt�tir� �or�slant de�#h at ki�e point t��e new ov�raay is termin�#�d anrJ th� new su�f�ce �I�vat��r� rr}atches t�o exi�tar�g p�vernent. 7he cv�str�rct�o� activities, pe�l�rrr���r�e �tar�dar[�� and eq�i�rr�era� ne�rd��f for rMt� �uk# j�ints miNling op�ratRon� �hall be governed by t�e specfal �rovisions af Pay It�m hio. �- W�dge �1EI�irN�. The �onfigurat�ar� o� th� ��tt jo�r�ts is desc���ed tr� mora detail �oCow. Cer�er�� ��tail� �f bu#t ���n� lo�atfon� - a�on� with wedge �nill�n� kn genera� � a�e sh��r,+n in �lan #o�m at the b�ck af thi� doc�men#. �. �or�str�ct�on De#��fs Prk�r ta the rr�aRlir�g o� th� butt �air�#s, t�e ��ntrao#o� shafl cor�s�l[ vult�r th� �onstru��io� Eng�neer f�r prop�r focatiort o# these �oir�ts �nd �rarify that t�e sef��ted firnik� a� k�� pro�a�f�' s#reet a�re corre�#. �`h�r ger�era�l I�c�#iar�s for �utt t�in�s are at �al baginning and endln� p�'rnts of �tr�e#s I�stecf ir� l�e �r�j�c� and a� m�r� gtapni�ally d�#ail�c� at t�e J�ack ot t�Fs ��ecificati�n ��aic, T#�e ��Int� ar� a��� roqufre�l on b�th sid�s af aif raifroa�f tr��ks anci �oncrete v�lle�r gutters, brid�e d�cks ar�cf �t�lu�rts ancl aN ath�r i�ams v�rhici� trar��verse tha str�et �r�d end t�e �ontin�ity of th� �sp��lt su�f�ce. �2��h �utt ��knt st�al� t�v �fl feet long �nd millod aut ��ross ��e full widPh af #he slre�k s�c�i�n to � tapere�l depth o# �". Ti��s rniife� �rea s�aJ� �e t��ered within #he �� feet to a d��t� fr��� �" #� �" �t � IGne �dj�cer�t to �#�e �e��nnFr�� and artdfn� poir�ts ar ir�torm�dRate transverse it�ms. Th�s butt ��in# - when vver�a��� - will cansis� �f a���halt �ecr�ar� ti�at wi�f trer�sition t�e new �v�rla�r !o matcl� the ex�stxn� pav�rw�enl exev�t�o11, �he c�r�zractor ����� pravrd� � terr3porary wedge �f �s��alt at all butt �oints t� provide a smt�o�t� rido over th�� ��tr��. �, M�asurement and Pa�me�t B�,l# joir�ts �� pre��rRb�d above, wilJ �e meas�,r�d �y the �nit c�f each b�tt join� mifle�. �he di�pasa� of excess rrrater,af inv�l�red v�rili nat bo measurc�d far paym��t. �ach butt ]oir�t-miJf�d, m�asured �s ab�v�. corn�lek�-i�r �iace-xn ���or�ar��e with t�es� ��a�ifi�atians, will b� paGc� fvr a# #�e uni# pr��� shown i� the �r�po�al fo� "�utt ,��ir�ts'". 7h� �a�roa�a� ASC�S� - - w��r a� - �►���T���v�a� ������� ��r���T���v� - uni# pe�ce b�d �er e�ch sh�El �o f�ll camp�r�sation f�r �kl rr��llin�, in�l�dir�g materi�€ ha�l-�tf, tools, labor, e[}ui}�mo�t and incider�t�ls neces��ry t� completa tho ro�u�re�l w�rk. ��1-�8 �" H.M.A.�. �UFiFA�� �Ok]R9E (TYPE ��D�� MI�) l�kl ap�li�abl� prav�sion� o� �t�ndard �pe�ificalion�, Item No�. �1� "�-�Cat-i++�ix As�halti� �oncrc�te", 300 "l�s�halts, Oi€s ar�� �rnu�5���s", 3��4 "Prime �o2�i". a�d �1�'"�e�#ra! Plar�t R�c�rcling-���halt �oncrete" s�all �ppGy ko Eh� �onslructi�n methads tor this porkion �f tM� praje�t. S�andard �pectfi�ati�r� �1�.5 {ij �hal� b� revised a� folt�ws; The prime coat. tack �oat, or t#�e �s�haltf� rrrlxt�re shaEl not b� p�ace� unless the air t��npe��ture i� ti�t�+ {�Oy d�grees Fahrer�heit and �ising, th� tempor�#ure #�ein� laicen in #�e shade ar�d awa� #rvm artifi�iaf heat. Asph�ltic rnaterial s�al� also r�ot b� p�ace� uvhor� the wind c�ndMtior�s are unsui�able in the o��ni�r� of the �ngi�o�r. ih� c�r�trac�or �hall fuf�rish t�at�h desig� �f th� pro�osed i�ot mlx a�phal[ic coi7�ret� for ��ty �p�rovaE 48 h�urs prior t� pla��r�� t�e W.M.A.�. over�ay. T`h� �i#y w�lE provide la�oratory �or�trol �s e����ssary. "Che unit pr�ce �'rd �er ���ar� �ar� o� H.M,A.�. ca�nplet� ar�d in pla��, sk�all be �ull �om�er�s�tion f�r al1 labar, m�#�rkals, eq�ipmont, t�o1s, ��d fncid�r�k�ls rr�����ary to c�e�pl�t� the w�rk. DA-�8 REPLA��1��I��T OF 7" ���i�f��T� 1��1LI�E1� fiakJ7TER T#��s i#�m s�a�l inc�ude tk�e �emo�ra� an� reconstr�c�'ran of existi�g ��r�crete �r�1k�� gutter� at �Q���i4f1S t0 �$ �$t6�Cri1f1$� 1ti fl���: Fiemoval of existing c:nnncreke �aEl�}�, �s�hait pavemer�#, concre�� base, cu� and gutter, an� rr��ess$ry exc�vation #o i�stall the �oncret� va�lEe� guit�rs all s�all be s�bsidwary to th�s pa�r itern. �umi�hing ��d �la�ir�� of �;�7 concrete bas� anci �rush�d IMme�tane to a d�pth as ��r�ct�� by th�e E��inear a�d ne�es�ary asphalt transixion� as shown ir� the �oncrete v�lkey �ul�er �etslls, shall be subs��i�ry to #his P�� �te�n. ��� �kanda�� s���k#I�ation ike� �lo. �y�, ,���r�cr�te Ca�eme�t�, Item 3�� "H�#,Ahi�c A1s�l7altic �ancrat�", Item No, 1�4, ��R�rn��.lr�g �Id �or����te". I#em No. iOB, "Uncias�9fied �tree� Excavatior�" Item h�o. ��$ "'Flexible Ba�e." lu��as�rom�nt fve fin�l q�2�n�i�i�s of vall�� g�tte� will b� b�r t�e ��u�r� yard �# c�ncrote p��+�ment a�d the curb and gutter se�ti�n wi�l be in�l�deti. �or�t�a�tor ma� s�bstkt�te 5" nor�-reinforc�d (�:�T} �oncrete 8ase �r� Mieu af ��ush�e� �t�ne a� r�� additi�nal cas#, �e� It�rn �1 �"' �or�cret� �avemani". �4sph�alt ��se m�teria] may be re�uir�d at t��nes as dire�t�d t�� the �ngineer to �xp�dite tk�� work a� Eocati�ns �d�ntili�d kn tho fkeld. TYre �oncret� sh�lf be desigr�ed to echieve a� rrGin�mum corn�rossiv� stfee�gth of 3�0� paur�ds per ����,ro ir�c?t_ ��r�tr�ctor �h2�ll work on one-1��If o� 1�aGle� �ur[er at a tkme, and #h� oth�r half sh�ll be apen to tra#f�c. W�rk shall bo �a�npl�t�d �r� e��h ha�� w�thin s�v�n ('Tj calv�dar �ays. �f i�e c�ntract�r fail� to cam�lete kh� work �n eac� k�a�f wi�k�in s��en ��� cale�dar cfa��, a���� dolisrs li��idate� da�a�e wili b� a�ses�e� per each ha�t nf ��Il�� guftar �ar da�. ��ro��r I���-�5 � - - - � ��� R �� w ���I������ ������� ���������� � T#�e ur�tt price �ic� p�r sq�r�re ya�cf fvr �oncrete Valiey a� �howr� �n th� propos�� w�ll t�e Fual �ot�pens�iFan #or t�'r�terta€s, aab�r, eq�,i�meni, toals ar�d ir�c�den�a�s necessary to �orn�lat� t�a work. DI#-3� ON11T DA�31 �1�W 4" S�ANDAFiD WHEEi,CHA1R F�AMP The �antr�ctar shall ��nstrr��t standa�rd concret�e wheetc�air rar�ps as shawn �� th�� er�cl�sed dvtaiis, or as dlrect�d by the �►��ineer. 1'he r�rnovaf af exi�tin� st�bstan�ard whe�l��a�r ramps an� �fdew�ik as r��uired for t�e instaflati�r� of r��v�r whe�lchai{ �am�s s�all b� ��u�sidia�y ta thi� ��y item. Tf�e rsm�va�i a�d repl��emont o# exis�lhg �urb an�! g�fi�er as re�uired for il�e ir��iallation of r�ew w��elc�air �arrap� s�r$�I k�e incl�+d�d In P2�y Rtv� ��Aemoval 2�n� Fi[�p�acement pf ��rb and �uk�er). P��r timits for f�yd�uvn �urb �►n� g��k�r are as �hown in t�e �tand�rd Pa�r �imit D�t�il {V1�R-1 �. ihe pay ifmil v�rill ex��rnd �rom 9" o�r#side the fip o� gutler ko 15" b�ck fr�t� tF�e f�ce �f ��rb. �1�y asp#��Ik tie-fn �h�JM b� �ubsir�iary to the c�rb and �r�#k�r pap it�em, P�y iimits for "�tand�rcf Wheelck}�f� ��m�� will s�art 15" back �r�m fhe fa�e of �urb ��d errcom��ss #�e r�rrr�ln�er t�f t�e r2�r�r{� �,nd ��d�w�lk�. Afl app�i�able �rovisiar� �f star�dard Sp�ck#�c�ti�n� Item 1�� "'f�ernovir�g Ofd �ar��r�te" and Item �0� '"�c�n��te .�idaw�lk Clriveways" shall sp�ly �xce�l as here€n modifi�rl. A�I c�r�crste flar��l s�r#�c� shal� �e color�d with �f�'HO�MI�OM� color C��rd�ner as manufac#u�e� by L.f�.+a. �coii��tl �om��ny or eq�a�. 7he �olor ��rtl��er shall �e brGck red �olpr ��d tJry-�hak�� tYp�, ar�d shall be used ir� accordarrce wiih R't$fl�Jf�]�EUf�S II�^a���1C�fpC1S. GOf1Cf6�B St2�f1 �'1�� �6 appli�d aft�r� c�nc�e#� i� pour�d {Produ�t ��Ici by BA�R}. "��ntr�c�or sE�all �rr��id� a�oloFc�� s�m�l� concr�te pan�l �f one t��t �y ono fo�o# b� t�re� in�h�� �litr�ensiar�, or other allm�nsion ap�rovad by the Enganeet, m�e�€n� ih�r �for'ementi�n�d sp�.,.���cat���. The samp��, �pon a�pr�vaf #�y the �ng�neer, sl�a�t be ##�� ac�e�#a�fe stan�artl to be a�pl�ed for a4 �vnstru�tion ��v�ro� in ihe sca�e of tk�i� ��,y itern. The meti��d o� appEicatE�n �h�li be �� sc�eerr, s#fter, s�eve or �#P7er m�ans in orcJer t� pro+ride €or � unif�rr� c�ior d�stri�u#fo�." The uni� �ri�s bid p�r sy���e �artl to{ �" s#an��rti wt��elchair �mp as shawn on th� propos�l will �e fui� camp��satiar� #or R�rat�riaE�, labor, equfpment, t�ol� and �nair�entals nec����ry t� com�e�� �ho wori�. DA-3� 8" PA11��U1�f+�T �ULV�#�I�AI'I�i+! �on�{��tor sh�,ll ��ilv�rize 1hc� �xis#ing p2�veme�rt #o � d�pth ot 8". �it�r pulv�N�iz�t€�r� �s com�lete�l, ��ntrac#ar s�a,i! I�mpararll�r rem�ve and s#are #h� �" de�� �ruaveriz�d ma�#�rial, #�en c+�t th� bas� �" �� pr�v�de pla�e �o� the r�ew �" F�.C�,�,�, s�,rface. The �" b��e ��rt s�a�l start at a c�o�t� o� g'� Fr�m tt�� �xistir�g �ufv�r�zed surfa�e. Af�er the u�c#er�ut �peration i� c�mpletod, co�tr�ctor sh��l �pr��c1, mf�c, and corn�aat ihe p�,Everizad �rrateri�f t� a 5�°�a �orn�action �er �ity's �#�ndard ����ificatior�s or as dtre��e� b� tt�e En�ir�e�r in tY�e fi�lc�. A�.5°l� p�r#land cerr�ent shall be �se� #c� mi� tt�e �u�ve��ed materiaE. �r�o�raf ASC�S� � � ��4�� D�1- Is►�Ulfl�l���. ����I�#� ���l�l�'l�l�l� �1 1h� �%19��fi j p�V6Tll�li� II�S cl, �Oi7"Gb11l21�k0�1 �# 1��,� �� � the �'�in�� c�t ww� be xakan # osnf #he wil� na� b� requir�c�, tt�e ��ntract�r �i11 pulver�ze 1 i4" pu�v����e� materi��, (sa� soiG tosi repc�rt� P��uerS�at�or� �Y�ati! start within ten �14) ca�end�x days a#� �r ter���0 Ec�t nda da�rs, a�$�00 �o1�a�rs or� a s#roat. �f the ���tb� �sses� ed p�r�btiock�pe��sy. �} li�uida#oci c�arr�aga wkM Af�er t�re pulve�iza��on ma#�r�al �s ��r�d, lh� co�+��#o b� �n�h� w�rk with��#f e'{�j �a �dar da�r� within ti�re {5j �ake�d�r �a�s. I# t1�� con�ractor �ai 9 �$�0� d�l�ars �iquidated dar�r�age wi1� �e ass�s�ed p�r blocic pet da}r. T�e �nit pr+�� �id p�r sq. �+d. sh�IM b� �ull comP�ae�id���� �� t��� p� ve�ized�rr�a�te��� �� nc���cu� �h� �nd �n�idental� ne��s�ary �a �ulveelze, �em�ve base, rnixing, ��mpactEa�� haul �#f, sweep, an�i �ispo�e a� the �nd�rcu� ma�erial. Trio �" H.�.�.�. s+�rfac� wiwl be paid by s�parate item. DA��S R�4�F�'R��D �Oh1�R�� P�V�N���T OFi BASE (k�T�LtTY �l�`�'� re�r�#or�ed �o��re#� pavern�nt or The #o�kowing sp��ii� a�� a�td as d��ctedfb� thekE�gir�eerlacing of bas� as shawr� c�n c�e A. ���+IEf�A�.: Re�nf�rced car���ete pa�+�m�r�� or f��' tir�isF►ir�� 2�nd c�ring. basa shall c�nfic�rm #o �pe��ticat�ar� Item hlo. ��4 h�refn exce�� B. �Ih11�F�IICd�a: �t�e r�ir�tar�od con�ret� shali be br�u�1�1 ta a�ni��r ��#�and s�����have 1ta firr���+ sw�m Ma �to th� s�r�ac� sh��ll be tiu�h with �1�e �d�acant �av sur�ounc�kn� paveme�t. Tfitie ��rface s�sl1 �e even and sh�1l prov��e � smoutk� r�d�. �, �lJRlhl�a: Tha rein��rced ��r�crete pavemont surfaces s�aGl ��A�T� � ��9r�T���#h�� ���� � ��e�ted �olnpound cor�iarm�n� 1� tY�e requkrer�ents o compound, u�hi�h s�aq noi produ�� porm�n��� e�ach��0�� �s bela e�r�moval of �ar��ades4` �s allowed t� �ure far �even day� or tes{ cyl�r�c�o�s � D. E?C��k.l�l�h4: M�����eti in this Ytem wl�l b� t�e rer�ava! oi the exlst�ng rein��rceti con�ret� paverrien�. T�e exi�t�r�g p��+ome�t sln��� �e sav�ved so as to�str�uct�n'v�ks s��l� b$ lapp�d 1� inch s�wi# #ha �xi�t��g rei�+forcwn+� steel at �awed lGr�e and c� ] �ew r�infor�ed �ancrete paveN�+ent. �he ax�sting �t�e1 shaGl be tl��r��g1�Gy cleaned bet�re �appir�g. 7�e �oilowi�� wor�c r�e�h�d wMll �e perfor�ed or� oacl� +��iiity c�x: � � AS�-57 �or��ra� � --_-- A��T �,� � �t�DIT'���VA� �J����AL �� �r�r�n��� -- -- - _ � . . ,,,, f. ��ac� safety si�ns, �arr,�ac�ea ar�d�or atF�er war�-rin� �1ev��es w#�ere neces�a r�q��r�al. �y �nd �s �. Repface �rav�rr�ar�k �o n�arest �orn�. 9. fV�aric ou� #�e c��,��g�d are� w�tt� keef, G��II'L ifl}� pf ��CCIt �91F1� Sl#�'@ �Q fI1�RUC�B re�u�rin� �o��ir, ��1 �re�s �. �aw cuk a�on� marked Jirtes a minirt�um �f iw� ��) �nches c#���, 5. R�rrrove ex��ta�� �oncreke. 6. �`orrn lafnts an� �I�ce reNn��rc�rt� ste�� ancf D�w�l �ars ��s requ{�e�� ar.cardir� to �r spe�i�rc�fivr�s. J �r��ard 7. I�l�ce ar�d finish cor�crr�te. 8. ��ean u� j�b srto, rernovir�� a!F da�ris. 9. i�1��r��i� t��ffi� c�r�trol �eva�es �o �rote�t #�r� area untf� i#�� c�n�re#e F�as ��r�d s��ren con�r�te r�a�t�es �Q�� p� c�m�r�ssiv� s�rength�. ��Y� or �. PA1*l41��1`: �ayrrrent si�all �e rrxa�le a� the unFt �rice �er lit�ear �c�ot as sh�vu�t �n th�e prn q�a� a�d ful� cofr�rp�rr�satlar� f�� furr�Jst�ing al� la�ar, ma#er�ra, vquiprr�ar�# toaf� ar�d irrcidvr�tals r�e�hall be fo com��et� �#�e w�rk. �e�sary D,�1-��4 RA�SED pAV�i�1��fT �AF�K�RS Ai� ��plJc�ble �roVrs�onS o� �k�r�d�rd $�e�lfi��t�p;ns for R�adw�y hA�rker� �Butt�r�� T'ha �ontr�ctar s�aJ� irrst��l stan�a��l roa�way m��k�r� �ccordrr�g to �ity s�e��fRcation o� pf�r� sheet o� �s dlre�#�d by t�� �rrg�n�ar. Pi��se r���r k� "F�oarluva � � sha�r ��p�y, s �s s�rc�wr� ��-3� ��TEi�FT�1#��,� P�'�Rp�EUM �QN�AI�I��AT�D � �� �`ers ��e�ii��ations". 14lA�`�f�JA� HAl�D�IN� �1; ���l���QL: Where kn�wr� byr thc� c�esr�n engJr�eer, �h� 1���ta�n� o� pot�r�tf�IJ�r �etrat��fn c�nta�nin mat�rJai {s��l} th�� may� be �ncourrter�d durir�g e�cca�ati�r� ��d��r ���str��#��n a�#�vpt��s wl� bc� shown �t� #�� ���,�s. �or a�l ��ca#ion� where mat�r�af is exc�v�ted and sus �cte b�in� contam�nated �+�kh patra���m products, �vh,tt��r P c� of c�nd�t��ns are �a b� foliow�d. Th� cor�tr�ctor is a��� to �ollaw ai� ���Ricable ��o�eral. �tate nat, t�ese specral and Loca� reg�+atr�r�s wh�n h�n�l�ng krrowr� ar �u�pect �or�ta�ninafed rnaterR��s (����s , �. WOF��C i�r��.U�Eo � �. �xcav�ti�n, st��kpilPr�� and tes�ir�� of pater�tia�l�+ Petrol��,m ��ntamir�a�ed 1w+1a��ria1. b. F�emo�a�lt t�sr'rn�F �13{� C��S�JOS�� O� �j$}��i{7�l� Cp11�8f#1JrI�tB1� �fQUrif�Ulf[7fBC. � a�r - �1��-�8 P�4RT DA � �►�D�"�1�3V�#1� ������� ��I�DITI��V� c. Obtaining ar�d �a�ring #�r req�ired permi�s. d. Hiring �f �uaf��ied en�ir�r�merital profoss��nal cor�suf#ant{s�. �or�#ra�t�r will be req�irecf to s�b�ni� the �nvironmer�tal �or�s�ll�nt's �x��rience a�d �uali�'r�ati�ns to t�,� �iky priar �0 4�eginnin� w�rk �n a�eas �t �ot�ntial��r Petro��um �on#amina#�r� t�+Ja#er�al, �. M�ring o� �q�,�alfii�c� env�ra�m�ntaE sa�mpling pr�fe�sion�ls that v�il� c�ll�ct ar�ci ��brr�it sarrtples to i�e a�plic�bl� �aty �� ���1 V1+or#t� testing €abo��tory. The �ity o# �orE 1Nort�'s D�pa�#�ner�t o� Er��+iron�nental Ma��a��ment for c�ordir�at'ro� of �ab�eatory te�ti�g. �. I��FER��k��� a. A!! a�pfic�ble ��M#� regul�#ory requir�rrtents. b. All appli�a��e �nvironrn�r�t�! Pratec#ton Agenc� {�PA� r��uia#or}+ requirerxt�rrts. c, AI! ap�lica�le Sta#e �f ��x�s regul�tory req�iremer�ts. d. All �pp�ic�ble �i#y �f �ort Wartk� ��ity} r��ul�,t�ty requiremants. e. �fl a�pla�able fVI��H standards. f. AU appll��bE� TfVR�� r�quiremer�ts. �. SUBMI�fAtS a. �ha cantra�tor sk�a�l �repar� and submrl ta �he �ity's De�artm�nt �� �r�vironme�tal Manag�m�r�t, ��r�ior ����ialis� in �om�€�ar��e, plans fa� k�andfin� Pater�tl�l��+ I'e#r�feurr� �ontamir�ate� Mat�rial {���fV�) �o# less thar� �0 d��rs �ri�r to t�orrrmencin� �xcav�tlon. b. T'he �or�tra�tor s�all �ake �ecessary pracau#i�r�s whila per��rm�ng this pro�ec�. �ontractar s�al1 nax cor�r�enca PP�f�A uvar� {�) �o�tractor'� su�mittal for d���1r�g w�th F'P�I� i� reviewed by th� �ity and (�) tk�e plans �i.e., drawir�� a�rd �esc�iptEa�) for d�sc��rging �r�� te�atad li�uid into #h� st�rm sewa� a� sanitary s�wer 2�re revlewed ka� #h� �ity ��} and a�cepta#�ke sxo�kpile area i,� id�nti�l��l by 1}�e �ontractor_ c. �or�tractar s��li s�bmit th� name af his pr�p��ed q���ifie� en+rir�n�ne�r��l �rvfession�f c�r�sukt�nt�s} and propc��ed �P��h H�r�dling P1an to the �ity. The PP�� Handl�n� Plar� et�ail In�kude tl�e de#arl�d sa�uerrce �� c���truc�ion incku�ing pro�ose� ex��vs�ian and ha�dlir�g r�ethads, prap�s�d ��rriers for c�nt��inated makerial�, wa�to �is�os�l s�te, and a lisl af ar�y perm�ts that may be �equir�d for PP�f�i har��fC�� or ��n#�min�t�d ma#orials disp�s2�1. The a{aave ��ta must be c�r��iled ar�d arranged �n � f�rm�t that is �ccep#able t� the Texas Nat�ral �es�urce �o�sorvatiar� �arnmis�ia� (�N���j. d, �or��rackor sh�ll s�ibmit actual I'trnits of PP�V�+1 exca�stion, �ts prep�r�d by #�is ��akifled envir�r�r�ental t�rrs�tlt�r�k(s� and tostin� lab. r�o�ror ASC-�� ���� �1� ` �1��������� ����i�J�� �+��i������� � e. ��ntract�r shall s�i�mik f�r rev��w the pr�posad carrf�r pipe m2�kerr�l to be ussd wi#� 2#�e acf��l limit� of �'P�Nf ��ccav�iion, �nclu�in� p�}�e gasket anc� ��rrisr �9�e c�atfr�g or ffner. B, PFk��I��T�: 1. PkPE �ASK�7 N4AT�RI�L. Ma#�ri�l� us�d withir� the actuat limils �f PF'�hA ex�av�t�on, 'rr��ludi�g ptpo gaskets, shall �e r��istan� t� ��tt�oleurn hydr�car�on d�tario�akio�. �. E?C��l1T���V; 1. P�i"�NTIALL.1� PE I"A��.E�1�! ���1TAIV�lNATED ARI�AS a. Areas sus�ao�ted �f ��ving petraleurr�� can�amrnated rriat�ri�l (soiEs� �re s�own fr� on th�r �r�g�neering c�r�wfhgs, b. In a�ress oth�r t#�an lhose n�xad �n th� �ala�s �nd v�r}�ero po�entlali� petrole�m �o�tamir��ted r�,a�erl�ls ��a eft�er d$tectecf or ��rsp�cted, �#�� �i#y of Fort tl�f�r#� �r�d fhe En�rne�r sl�oukd be �r��ifiad immediate�y and the wark sha�fd prace��1 En accord�€�c� vw�#� t�is ���ti�n. �. ��REENIN� I�UT�IUTI�kI.�Y I��TR�LEU�+1 ��hl7AMf�l�QT�D AR�10.� �. �a�a �h�t�ld b� tak�n ti�ring all �xcavation arrd dew�t�rin� ��#ivi�i�s t� �d�ntlf� areas poterrtialEy ���t�m�r�a�etl b� pe#rofeum. b. 1Nhen a��trc�[eu� �p1or �� �n�o�nter�d �I�,rin� excavati�n ot when 1her� rs visual �v�do��e o# po#er�#���Ey potroleum �:ontarninated so�a, kh� ��nt��ctor s�6�ll notifyr the ��gir�oc�r wJtho�it daa�,y. c. Tt�o ��t�tractat sh�ll �ave ret�ir�ed the �e�vlces af 2�n �nviron�ttental �or��ua�ant who st�a�l be preser�t al 1he ��te to �cr�er� s�speck s�il w�th a�j�l�t�-f0�1EZe��IDf'k C�6�EC�p!' (PI�} or a fEame ior�izati�n c�ete�tor {�#D}_ � rea�ing �t �� p�m �,b�vs �mbiee�t ��ndiiEons br �r��t�r o�r Pi�i or �ID to�ked soil s�ir�p�a will be ��nsidered poter}�i�lly potr�le��n �ontarnin�t�d. TF�e sau! sampi� �Y�ould be a rec�r�t sampl� fr�m t�o ��c�avat�on f��o. The sarn�ale sE�oul� be storec� in a�ab�r�tary su�p��ed g��ss �ar vuith � ief�ort ga�kv# line�f I�ci. The �i4y �f �or# 1Nc�rlh Qepar#m�rnt of Environmenf�� lular�a�emen� wJrl �e r�otifi��J pric�r to aE! �ample co�loclion and �u�milta! to �he �urrenS testRn� laborak�ry �d�nkifi�d byr #�e �ity. Th� P!Q or FID ke��s ��o�ld #�� �orf��med rn a c��fined Ic�cat�on. �oi�s producin� a readir�g o� less #Y��n �� p�m a#�oue aml�ier�t wili �ro# be co�s��l��ed p�#ontially Retr�le�m �or�tamit���e�. Th� PI� ar �li7 sh�ll be caG�r�#ed a�cording lo manuf�,ctura� knsiruclions. �!, UV2���r ��t�oun�era� during e�c��vatlon ar dewaterb7g �k�aCl be �or�sidered to be p�tantial��r c.�ontamina#od if ther� i� a viskble s���n, a l��r�r�c�rbon odnr. ad���ent so�l that ap���rs visualGy �o b� carr#arr�ir��ted b�r hyctr�car��r�s ar at ar�y #r�r�� ti�e ��r�k�a�#or f�as re�sar� to beliov� #hat �rydra�ark�on �ontafini�tat�on ma�r ���r� occurrec#. �he ��rrttactor shall immed�atol� r�otity s�e �ity afld th� T���� wha�evar contamir�ate� water is er��ountor�d. tara��o� �1���6� - � P�4RT D�l - ���ITI��AL �PE�1�►L ������T���� �, Tk�e ��ntraetor �i�al1 c�nsa�t th� �k�y wt�en�v�r ���tarr�inaElon from ar�y sourca is suspectad, 3. Fi�+�1��IPV� P�TEfV711��.LY �'ETR�L�U�+t ��fVTA�+11iVA�'ED ��IL {PP��} a. �ontr€��tor s���1 c��rdina#e with the �aty t� daterr�ine a suitab�a �oc�tion for the stackpiking of contami�at�� soll, The foll�wir�� �ra�ed�rs shall be fallowed ir� prepa�rkr�g �l�� cY�oser� sa��: 1. Pr�vl�e a tliked enclosure I�r�e �r�augh t� ��id all �nalerEal and p��►��r�t runaf#. �. The diEca� �rea. sha11 be �ir�ed with �0-� mkl plastic t}� �rreuent se�page ir�lo tho ex�s#ing s�il. �. A� th� end of �a�h wvtk d��r �ontractor s4�all compi�teay ��+e� s�ockpile wi�l� �� mi� plastic, �?ufiin� tl�� d�y, tY�e �ontr���or str�,Rl ice�p th� sto�4cp�l� ct���re�, 2�s nace��ary, t� pro�+er�t rekea�e af �or�tamir�at�d mat�rkaMs d�� #a r��n or wind. �. �ar�piin� ��� ov�lu2�iior� t�f rnateri�ls uvilG be p�rfofrr�et� at tY�� �or�ir�cta�� ex�e�se. ��C�e �at� of Fo�k Vti+orth will provid� laborat�ry s�rv�c�s� �. P��� s��l! be ha�tiked, xestad, obs�r-vin� all �tandard chain-of-�us#ody pr�c�du�es and sa�pli�rg preso�vaiior+ ar�d �nalys�s shall cor�farm to �ub�is�ed �n� r�cagni�ed s�an��r�s. c. Tk�e stockp�led F'P�� �hsl� t�e �ampk�� and teste� e�r��y 5� ���ic �rar�s far Ta�a�� Pexro�eum H�rciro�arbo�s (�Ph�� �T���O�� �r�tl Benz�ne, fiouler�e, Eth�rGb�r��on� �nd Xylsne �BT�X} {EPA 80��}. AkM t�at res��ts u�ill �e �orwar�led to the �ity �f Fork Worth I��p�rtrr��nt of �r�uiror�menta� h+la�ag�ment. �, �ontaminate�f soil id�nti��ed b� #est re��lts �i11 3�e d�sp�sed �f �cc�rdrn� t� �A-�7, Loadi�g. Transparta#kon, afld D�s��sal of �oniar�ie�a��d �oll, �. It is #he int�r�i �# the �i#�r of �ark Worth �h�t urrcontamtnated soals be ut�lized a� �a��cfa11 mat�rial, ai tr�� soi�s a�so meet ��e T�pe � o� ��ac�cfil� cla�sificatEons. �. MAh1D�l�� PDT��iT4��»�Y PETROLEUh+I ��EVTA�I��IAT�D 1N}�T�R �PP�W� a. V�fater pump�� frorr� �ha axc��+aiion or from de�2�t�r�ng �ct��+��ies tha� h�s a� oil�r s�een, a h�rdrocark�on odor, or i� a#herwise s�spe�t, shall �e cansi�ere� �oten���11y petro�oum �ontamwnat�d, b. I�p�1N s�all �e ��ndled, tesked, and �is�f�ar�ed �n a�c�r�l��+ce w�1�Eti the T�1F���'� ap}�ro�rfa#e s#�te ���ulattor�, F��W ��r�kl �� test�d n� 1a#er t�an �5 da�+s prkor to ex��aa��or�. PP�W s�all, lf �oc�ss�ry, be tr��t�d in an �ppr�prka���y s��e� aiilv�at�� se�arator, alr strlpp�r or CA� can�stefis. ��ntractor s�a�1 have h�s testing labaratory d�ter�7rri�r� t�at t�e oiUwa#er sa�arator treat�*d dlscharge is wikC�in the lirrtii� �stablis�erJ b�r tt�� Tf�R��'s ragulati�ns before beie�g a�l�wed t� ciis�har�e (dis��ar�e tc� sanikary s��+er�. �or�trac�a� shatl be respc�nsi�le for furr�i�l�ing th� �f#���nt #e�t ���or�s [o �he �iE�r. c. Al�arna#iv�G�+, lh$ �ar�tractor ma�r daspose af cantamin��e� water, a�ter app��p�iate preteea#r�enkF 1�1t� ��10 Se"1111I�i}f S�VVB� COGIG'C�IOfl S�S�BfTl. I� S�l21II �E t�16 f(3S�b31SI�II1�]+ iR��� - � — ���-�'� �_ ��a�r��- �a���ri��v��. s�i����t� ��r���T���� - - - o� #he ��ntractar ta ob�a�t�� tkfe na�c�ssary per�nit�s} �r�d to p�rform �,�f testing requirec� byr #�e �ity of For� Workt� pre#reatment �ervices Div��i�n, c�. A�I tr�at�d water sf�a�l b� discl�arged into a�or�tra�t�r suppHe�l Frac Tar��, sampfe�, ��d ar�a�yze�i befor� disc�arg� in�a the s�w�r syste�. e. The proclr�ct that i� reco+rer�d sha11 b� d�spose� of in ��cordance with �FI appllcable �e�ulatior�s. l�ny �ha�e sepa�-ate �rodu�t ro�au�red fram tl�� oiUwat�r se��aratar anal air �trip�er s�all b� tr�ns�or#a� in a�co�dance w��f� I�epar#men� af Ttans�ori�t�or� ruEe� and re�uiatia�s f�r f�amma��e pradu��s. When transparlir�g produ�t for di�posa�, transportati�n sha�l �Iso be perforrnad by a�i��ns�d r.�rrier. T�e Con#ractor �s r�spor�si�re fo� p�a�er manifes#in� o� if�e ma#eraal fr�rr� the �Eke to �h� was#e d��posal fa�il��y. �ar��p�e#e� h+��r�ife�ts shat� I�e r�tur�ed t� the �ity [�vpartmer�t of �nv�ronrr�ent�r hAar��gerr�e�t wtthar� �� cfays of shipmer�t. �. �-IAJ�lDLhN� 1IAP��1 ���l�E�lT'F�ATI��1� �. In ortler �o rn�in#�in safe wark�hg cor�[�i#�ort�, tlie �+apo�' ���7��nt�akiofls s#��uld ���t e�coeed �� p�rrce�# o� th� l.awe� Ex�Eosi+re Limik {L.��}. �]ur�ng cc�nstruc#i��, mea�ure� shou€d �e ta�en to �rr�int��n �.EL i�+�l� b�f�w � p�eresn# �n �J! woricing a�reaa. b. To m�r��tor �rapor levols ar�� oxyg�n level� � c�r�b�,st��la gas i�dicat�r (��Ij with a I.EV� meter �houfd �ontir�uousl� operaie in th� w�rking �re�. Thc� ��! shou��i be prpper�� ce�N�raied �n[� sh��ld �r��re an �.larrn that s�ur�ds if �0 porce�l L�� �s rea�t3�i. Nx�ni#orin� data frarr� ih� G�I sho�rlt! bt� r�cbrded �o��odic�lly to determine �f u�r�tiJa#i�n or �#��r methoc#s a{� �#{ect�ve. In [�e ��+�e�t lo��i ��ealt� and s��ety a�e�c��s r�qu�Fe more strir��ent rt�oni#s�rfn�, t�a la��a r�g�,�a#+ons must b� irnplem�r�te�. D, h�1��1�UR�fVlEN7 Af�D PAYM�IVT� P�y+-r�ent for �randlir�� P�'��F F�P�W 2��'ld 11��0�' {�'QI1fi,orlk��It�O�?B, abtain�ng �nd p��ir�� f�r an� pa�mits required, hirir�� th� sen+ices of a q�r�iifie�l �rr�tessianal �nvira��r�ent�G �arrs��tant{s�, e��vir�nrr�e�tal issuc��, �toc�pi��r�� artd ail �ssua� include[! an�l fnc'r�er�ta� to ##�Fs sec�ion will b� fulf c�m�or�sali�n t�r afl labor, equi�mer�t, m�tari�ls, an�i s�,penri�i�r�. 1�1aas�rerrtv�t and Pa�ment #or th�� se�tJ�n witN �ie par lFnc�ar to�# �f t�e�cht excauat�d v�r�ore ih� ox�aa��e� m�tori�l is f�a�dled �� a cc�ntam�nated materFal. Na separate pa�rm�nt wrll �o made fa� h�n�fing o� �antamin�ted vuat�r, vapor ��n��r�tr�#ia►�s. sam�l�ng, �tackpilin�, �#c. DA-3fi L�ADJNC, TRAN�I�ORTF ANi� �i�PDSA� �F �qfVTAf1+1N1+lAT�b SQ1L A. CENERAL: 7`F�is �t�m �a� b��n �stabJrs#�ed !or tF�e I�ariing. trans�or#�#ion an� d�spasa� of �ant�mrn�tec� so�ls in ��k�te �� �'vxas appr�vod cl�s{�asal site {I�ndfill� tv handfe s�oci�� w�stes �Pet��feum conta�r�inaf��i sofls), A bi� tkem k�as b��n established ir� the pro��ss�l for t�e peoper I�adin�, t�anspart�ti�n ar�d d�spasal of the m�t�r€al tv a d�sirt�natet� sit� artd tha _ q�anlGky �stablfsh�d Rs ti�� engi�,�e�s b�at estimate af th� q��antity thak ma�+ �� removsd. �a�s�o� ���-�� ��1�� Q�1 " I�IQ��������.. ����+��k�. �r��i���i��� Th�s ��a�n�«Y ��y v�ry de�en��ng �'�°ss of the actu�a� amou t�t�m er al d�pasa� �nd pr�ce b�d will r�ot b� +r�cr��s�d ragardl� rna� �e �#�cEea��ci if a larger v�ium osa� m�tarkal, �r�ar� ���� liste� �n tne �i� p�a�osal, resu�ts in a unik cos# re�i+�ct�or+ for dlsp �. W1��TE NIARVMFE�T�: An�r and a1G n�n-Itiaz�rd�us l�quGd and patrt�Mvum s��stance waste rerrtiov�d #rom the sike of g��eratio� ar�d trans��rted for treatme�t ar�dlor �i�pa�aw must b� �ccompanied by a wast� sh�pmon# record�mar�ifest d�#T�k��se���suGls may�no# bo#unlf �m hrou�houttth� 2�nd w2��te des�ri�lion iniarrr�ation. en#ir� sile, �r�r a!� petr�ieum �u�sB�TA����V�1A�T�����ID�VIT �Fo�m �iW�-����}� 1�� trie �NR�� �E7ROL�U�11-�U Th� Gon#ractor �hal� ba res�onstbl� for ob�air��r�g, orkginat��g and m��+��a�n�ng msnGft��t� i� a�c�rdance wit� foderal ��dr #o�the`�wner. AU�H�}R ZI�YI�N��F �AY{��hl�`1��R forms a� 1n��pen�ient ��n�racta 4��M�VAL �CRA�S�ORT A�D �R� ���� ���� OF U L�` �OMPLET�D A�JD �04�1TI�#���1� ��OSV I���ElPY B� e �nd �r�ro�n� SI��+1�D �I��IF�S� F�f��l� tha# are ln agr�oment w3th regarc# #v t�e typ �f v�as#e rvmo�ed �rom t�� si#e snd reeei�ed by t�re trea#rner�t�dws p�saE fac�liky. The �anira�tor sl�al� immedkat�i� ro�oartment of��n�rr�nmen�a�Nl�na+�emerM�1with1�9�`days �l�a�l be retufne� io t�e G�ty D�p t�f shi�mer�t. �. A+1�A���E�u1�i�T A�D P�Y1UI��1T: Pa��r�en# for th�s it�m sl�atl bo �rt�� ���o�� in� a app o�� �ecialt d�po��� ��e�s t�o are t�aded, trar�s�orted ar�d drsp� �e�ar�t� payrrren# wiil be ma�ie for �a�dGr�g, tr2�nspartation �r�d d�sp�s�1 o����fViIAL�Y �rou�d waker� co�lect�d; these costs �o�si[�efi�� s+����diary #o D-2B, P�TF��L�Il� �O�TAf�1�1�T�D �+JkA7��lAL HP�NDL�EVC}. �Itio prop�sad �a�dfil� s�e�ll be inc�uc�e� wn the �onlractar's ba� s'��me�t �r o� ���c��t acE award. ��� �#�a�tar shalk b� Dopartmerrt of �n�+ir�nm�n#at h+l�na�e p resp�ns�bie for akl I�nt�fill cos#s, �ncl �dl$g� c��l testirt�g ��d waste cfY����ct�riz�tit���rt�tian c�st� ar�d I��c��A� oper�tor roqueste� Y� bA-�� R��� �MF'R�1P � ���UY - �ILT�R ��►B�il� �4. B C���1�.�4P�L: 1. �enaral �onciiti�n�, �upp��mer�tal �c�nc�iti��s, ap}�M���b�e requlrerrte�ts of Divisi�n 1- �onera� Req��re�ner�Es �nd th n��are he eb�+�rna�d �a part o# #h�s� sectionov�rn�onls ��y�7���) ��ans�ard �pecE#icatGo , �, T�i� it�m shall �overn �a� th� installax�on ot �ack rlprap �f !he �ariou� size� �hown �n kh� pCa��. D��iCf� �RI7�1���: - - AS�-�� � a��os�a� PI�F�T L�A � �4DDIiI�hfA� ����1�4L �����T`I��S� C r��� 1. T�e toe af lhe riprap rev�trnerrt shal[ k�e �ntrer�cl��d In stahl� ch�r�nel botto�ns. If ihe �k�ae�nel �ott�m is �ot s�abl�, #�re �ea€�r� si�a�IC incorparate other r�quirements need�d to st�bfG�� #�e revetment tae. �. Th�e ch�r�r��l �ic�e s��pe �h�ll b� a� s�aw�t on th� draw[r��s. �, �ngfn�ari�g fi4#�r fak�ric m�t�ria� s�ratl b� �l�ced e�ndern��th the r��ra�p. 4. R��rap �C�$11 ext�n� up t�e bantc t� an �levat�on w#�ers ve�e#atinn wiil prcr�ri�le a�i�quate �rotect��n. ��e �rass s�cti�r�s, PRi�17U�T: �. �iIPR#�F' N�AT�FiIAL: �t�rte for ripra� shaA b� dur��la ��d o� � st�i��bEe t�u��fl� to in�ure �ermaner��e in the �tructure. It s�all b� fre� From cra�ks, seams ar�d oth�r dafacts ##�a�t �r�uld tvnd #� ir�creas� deta�io�a#ion. I�ock shall be reasonabl� well �ra�dec� botw�rer� the f�llowi�r� �fiescr��od limit�; ���4 � I �r$�] 19" Fkipr�,p ��eve Size ��a�are h+l�sh� 24 ir��h � � !i"I�� �� �Fl��l G ��Ch Sie�� Sixa �Sauar� Moshl 18 ir�ct� 1� in�h B Inch 3 inch Per��n# Passir�a � �Q -. ����� �5-55 0-�0 Percent ��s�ina 1�0 �0-85 � �-�5 Q-1 � �. RiPRAP W�IGj-iT: 1NoigC�i o� racEc shall b� �on� hundred fifty fi�e pounds per salid cu#�ic foot {min.} calculated frc�m the b�lk sp�cw�ic gravitp �sr�turate� sur#ar,e c4ry). �. �IL"T�F� �ABR�� BLAfV�{ET: l�pproved �Aar�uf�cturar 4. RIPFC�IP �R�UTIIV� . su�a� - �i�avy Crade �#�P �t.J1�� • 7'r�vira �'I 11�SD • Arr�oc:o 4�5� • �r E�ual Wl�avy G�ade �, F�N� A��R��ATE: �ir�� a�t�r�ga#a f�r �r�t�#ing mix sh�ll c�nsGs# �# ���ur�l sand, r��nt��a�t�r�d sand, ar a c�rnbrnatia� of nalural and �nar�iif�c4ure�l s���s. Th� g�adie�g and �nitarmtky �f the fir�e agt�re�ate shall cor�forrn t� the �olEowins� r��ulrements a�s cf�livered to t�� mixer�: S���e Uesrgr�attor�, ll.S. �lan�ard �auare I+A�s� AS�-64 �or�x�i�sible Lirrrits Parcent bv Wei�ht, Pass€n� P�I�T �� � �4D��TI��VI�L �P��I��. ��IV�]Ifl��l� �a ��,. �e,� m�,� rvo, � ��_7� m�r) h�o. 8 (�.36 mrn) No. 1$ (�.18 mm} �lo. �� (8�0 �,rrr} No. 50 (3�0 �m} i�lo, 10Q {�50 �r�} � �X��lJT�Oh�; � . �UiV�TRU�TI0h1: ��� 95 - 100 �� Y �5 �5�75 3�-60 1�-�Q 2- �0 a. Tf�� �ha�ne� s��e �lope a,r�d t�e toe �xc�va#ior� s�a�l be p�apare€I to th� required IJn�s and gr�tfes. b. �iJ#er fabFJc and ri�ra� �hal� ba placed in �uccessi�r� to the re�uited thicknesses and �I�va#i�r�s, Ripra� sha1E be hand placed arour�� slruc#ures to pr�►�ent damag� t� ihe strt�ct�rres. �. Ih1�7ALLATI�fV C7� 1`HE FI�T�F� �AB��� (���TE?(TIL�j: Tho ge�t�xtiE� sl�aCl ba pJ�ced in the r�anr�er and �t Ihe lacatior�s s�owr� or� #t�e drawings. �lt the titx�e �f Mns#aHa#ron. ti�e geotaxti�e shafl b�e rej�ctod if I# has d�fe�#s, rlps, holes, fE$��rs, de�erloration t�r damage inc�rred �urin� man�factur�, tfar�sp�rtation t�r st�r�g�. The surfac� ta re�ei�re [�a geotexti�e sh��ll b� �re�are� to � reJativ�f�+ sm�okh �n�it�on tree �f o�stru�tior�s, depressi��s, �Ce�r�s, an�l soft or low tfens�ty p��kets of �nai�r�al. �rasion fo���re� s�ch as rllls, g�flles, etc. must be g�a��d ��t of th� surface b�#�r� gaatextile p�ac�ment. 1"he geakextil� shall be pla��d �rith ##�e I�r�g dlmension perpandRcula� to tl�e cerrt�ri�r�e of tfi�e �har�nel and la�� srr�oath a�d feea of tension, �#ress, fold�, w�ir�kEes, or creases. The �t�ips sh�IR be �Eaced ta pr��rRde � mi�lmum wi�tt� �f ��4��nches o� �verta� f�r eact� joint, Temporary pir�r�ir�� ot thc� �exfil� to hel� hold kt in pia�e ur�ki� ##�e r�c�c r��rap i� place�. �h� tarr�porary pir�s s#��al �e remove� as tfi�e r��r$p is p32�ced �o rel�eve high t�nsiie stress whi�h tna�r occ�r durir�g plac�mer�t o# m�t�riai on ti�e geotextil�. fihe sp�cff�ed placerrt�nt pro��dur� requir�s lh�al the length of #�e ge�textil� �e gr�r�ter thar� 4he a�#�a3 sl��e I�n�th, 7'he �ott#�actor sl�all ad�ust the actual Eer�gth c�f the g��text�Ee us�d b�se� on i�it�al �ns#2�Ilation e�cp�riar���. '�he geatex��lv s�all �n �rot��tod at aEl ��m�s durin� constru�t#o� fram c�ntarr�ina#��r� b�+ s�rface runoi# a�d an� ��otextilo sa �ar�t�minate� shall b� re��ve�1 �nd re�lac�d v�ril� u�rcontaminated geotextile. �4�y gaot�xt'r!e damaged d�rir�g its installation or d�,rRr�g plac�mer�t o# ri{�r�p sl�s�l be r�placec� b�+ IF�e �o�t�`2�ctor �,t no cos# to the Owr�er. Th� wa�k shall be scha�I�R��I so �hat th� ca►r�rir�g of kh� �o�textile with � la}�ar af lh� sp�crfied �2�terlei i� a�compki�3��d witF�ir� se�r�n (7'� c2�land�� d�,ys af��r pla�e�nent af ##�e g��text�ke. �aifure �� com}�I�+ sk�all re��€�e ��p�e�ce�er�# �f �eo#exlile. Tho g�oEextil� sh�ll be pr��ec#etl �Fain d�mage prior tn ar�d t�urrn� #�e pla��m�nt of roci� r�pr2�p. Befqe� pl��emor�# o� ga�ion +�rrits, t�e ���tra�#or shali �err3�ns�r��e tF�at the p���ement t�chnic���� wilk pr�vent dama�g� to th� geatext�l�. Cn na �ase s�a�l �r�� type �f �quipme�rt be allowed on the u€�peotec#�d geotex#ile. 3. FiIP�AP ��4�Eh�lE�VT: �tone for ri�r�� sh2�ll be pf�co�i �n th� �ilter #abrr� blank�t in su�� a man��r �s to pr�duce ��e�svna�ly well grade� mas� of rocEc wi�h th� rc�o�ro� �45�-65 ���� �� � �a���r�or�a� s�����►� ��r��r�r�or�� mf�imum p�ac#icable percer�tag� of vokds ae�d shall be c�nstruc#e�i within th� s�ecified tolerar�c� t� th� Ilne� an�l grades �Yto�rn �� the d�a�win��, The� int�a�t of these specE#�ca#ions M� to requ�re �I�cement of rkprap to the thicl�n��s showr� ar�d to a�l�av�r isal�t�d stor�e� ta exter�d a� mu�F� as si�c inck�es ab�ve gra,de. Riprap �haH be �laced to its �u11 ��urse #fi�i�kn�ss at. one op�ra#ian and ir� �u�� a manraar as #o ava�d c#i�pf�ci�g t�+� �abric. The larg�� ston�s shall be wall d�strib� �red and th� er�k�re mas� o� st�nes ir� tho�e fi�a� poslti�� s�akl confa�rr� #o the �rad�+ � specifi�d f��reknhefare, T�e fir�'rshed riprap s1�aGl b� free �f�rr� �bjectior�al�le p�: �c�ts c�f small �tone� anc� c�usters of karger stones. �he des�r�d di�kributi�r� af tw��+ various sizes �f stv�rvs througF�out the rraa�s s�all be obtained �y solec#ive Ic�a�ling of t�e �ateria! at the q�2�r�}+ ar o#��� s�ur��. b�r cont��lle� �umping o� s�ccessi�e �aads �urMr�g fGr��l pl��ir�g, �r by ��[�er metho�� of �lace�nsnt wl�ick� w�ll pr��uce the ���cf�ied �e��lts. Rearran�ing af �ndlv�du�� �t�n��, by m�ch�anical e�uip�ent or b� liand w'rll �e r�q�ired to tF�e �xtent rrec�ssary � ob#�in a ra�sonabl� �elr grade� di�trkbu�ion �f storre �p��if i�t� �bove. Th�e �or�tr�ct�r shall rrtaintair� the r�prap pra��ction untll �cceptet�. J0.�y material �isp3a�ed by s�y cause shall be repla��d �,t his er�sion to #ha lines a�d �tades shawn or� #�re I�r�wkr��s, 4. �R�k�T P1..�4�E�1E�1T: �Fout s#�$Il be com�osed of cement, 1N�,t�r �I�d �Ir-�f�tr�iC�in� admixtu�e and �at�rJ t�ix�t� ir� #�e p�'op�rti��s of � p�rt of P�rt!$n� co�€�z�t ta � parts of san�, s�f���ient w�#er to pr�d���r a wor�Ca�lv rn�xture, s�rd th�t �mo�,nt o� admi�#ure which wili entrairr s�Ftkci�ni akr t� praduce dura�le �r�u#, 2�,s �1et�r�ni�ed b� thv �h,IGIh,1EEFi. �ar�cf tor gr�u#ir�g sh�1l cc�rrf�rm ko #hv req�xir��n�r�ts of gara�rap#�: �kCV� ACCFlE��4i�. The gra�t sh�ll bo rnfxed in a cancrete mFxer Mn tho m�nrr�r s��cifa�d for �anc�el� except ti��! tl�e �ime �f �n�xGn� sh�ll be �n�re���d tc� th�� r�ecessary ta �roduoe a rr�ixtu�� k�aving a��r�srs��ncy s�cl� as �o p�rmi� grav�ty fCow ir�t� the i�rter�ti�e� of the ripra� with t�e h�lp o� I��nit�d spadkng 2�hd b�o�ming. 7�� �rt��+t sh�ll be u�[�d ir� the wor�€ w�tY�en a�er�c�d ot ana ��} ha�r a�#�r �-rikx���. R�tamp�rin� �f gr�t�nd +r�i�l r��# be ��rmitEed. Rip�a�p shail not be �ror�ted w�en #he arr�ble�t t�€n�af�#ur� is b�l�w �� de�reo �. �r ab�ve 9� d�gr�as �. unles� ��proved �y t�e Ei�l�Ii���R in writing; nor uul�en th� gr��#, �rlthout special �ro�e�t'ron, is la4cely to be �ut�j��te� to �re�x.�ng #�m�eratu��a b�far� finat se[ h�� oocu�etl. Pri�� t� grt�u��ng, �lM sur��ces �# �opr�p sl�all b� wetted. 7he riprap shall be gr�uked �r� succ�sslve Ion�itudinal strFps, ap�r�xFinately 10 f�e� I� wir�tl�, corr►m�nci�� a� tl�e lawest stfip and wr�rk�r�g up the slapt�. C��ou# sh�kl he �ro�gh� to t�e �lace of final d�p��it t�� �tppr�v�d r���.r�s. �nd i�r n� �ase +r�ll �rout bo po�m€tte� to fl�w �n ti�� ri�ra�ped sur�a�e a dtstar�ce �n ex�ass of 1� feel. I�r�mecii�teGy after dum�ir�g th� ba#�h �f �rout� it shall be d�siribute� bver �he SurfaCe �f #h& ���Ip �j� tl�e us� of br�om� ae�d the gra�t v�+orke�i inta pl�c� botwe�n �kanes wkth sultabla ��ad�s, tr�wvls, ar vi�ratir�� equiprn�nt. As � fin�l �perati��, #he gro�C �haEl be �em�ved #rom the t�� su�fa�e� a� ti�e t�pper �tp�es �n� fir�m pock�ts an� d�apression� in tl�o �urfa�e c�# the �ton� prote�ti�e�, l�it�r carr�pl�t��n of any strGp as �p�c�fiet�, r�� �vor€cman or �r�� I�ad s#�all b� permi�ta�l �n t�v gr�ut�d s�rface for a p�ri�d n� a�t I�a�k �4 hou�s. The ���ut�ci s�rfa�� �ha11 ba protc�cted from rair�, flowlt�g ws�tar. �nd r���h�r�i�al injury. Tt�e sur�ace ofi �11 �rau�t�d r��rap �h�it b� cur�ci by k�e�pir�g t#�e s+�rf�c� cor�tirru�usl� wet �or a�etio� of not lass tha� 7 da�s. E. i�EASUREh+��f�7 AhlD P�YMEfVT FIL7�f� F�BRk�: ���ter �s�ri� wi�l t�e rr�e2��ur�t� b� �he sqr��re �+�rc� for m�tc�rial used includ�ng khat req�ri��d at t�e� �r�d t�rick�r�ed ed�es of r�prap. Paym�nt for #ilter f$br�� r arasm r 1���-BC P�4RT �,�1- ADD��'�C���L �P��I�IL ���1�1����1� _ � w�ll b� rr�ad� �1 #h� co�tre�t �tnit price �er �quar� ��rd �h�ic� incEudes �II p��nt, I�bor, n�ateria�, ar�d �II ins#�Il��ior� c�sEs in4�l���, cam�l�#e. �. �T�iVE RIi�F�AP; �tone �roc�C} riprap w�ll be m�2��ured b}r th� �ubic yae�l �s�rtg �,��u�f �I�n �rmer�sians. P��rr��nt #�r ripra� wlll be �'na[#e al �he �ontr�c# �r�[t prico per c�bi� �ard whi�J� inc€u��s all pl��t, I��or, matorial, a�d fr�st�ll��ior� c�sts in-pla�e. complete. �. �R�kJT: �raut �or rock rEpr�p will i�� m�as�r�d b�r tha squ�re }i�rd usirtg ac�ual p��rt dirrions3vns, �'�ymer�t for �r�ut wJfl k�e rra�de al ih� cor�tra�t u�il pric;� p�r st��a�� yar� whEch i�clutles al� pl�r�i, E�bor, matc�ri�l, an� a�s�alla���n �osts i�r-place, �ornpleEe, 131�-38 ��N�RETE PIPE FI7TiAl.�x� ��D SPE�IAL� Bidders �hall st�b�'niE the folko�rvir�� f�r �-3{�� �r�,st�essed �oncrot� �}+iind�r pipe to be ins��lled on #�Fs �roj��t: 1. ��omplete ]fst of fitli��s� ar�d sps�iais �pan wY�ich #Y�e �ump st�r�r �s t�itf. �, Arov�de a unik price indicatir�� the �osf for furnishing a�d ir�st�Jtir�g each �f tl�e varEous �#ems oi fw��i�g� a�� sp�cials. T�o lum� sum as bi[! �n tho Prop���l �hall be �aym�rnt in f�fl io3� all �iEti�rgs a�rd ���c��ls n�c�ssary for ��e c�n�tr�c�ior� of Ehe proj�ci as desi�n�d. Payrn�r�t f�r the �n�t�ll��ion t�� the pfp�r filt#i�tgs. specials, and rand�m le�tgth�� shaEl �e includpd, S�otald #�e �r�gin�er approv� �r�� c�r�r�ges to the fitt�n�s, spe�ia€s ar rar�dorr� pipe Mengths fist��l �s juskslyir�g �he ar�ou�t bid in t�� Pr�p��af, the pri�e s�b�tn��ted with t�r� P�opo��l s�al1 �e ��e� to datormin� th�� ir��re�se ar dec�e�se in th� val�e of ti�e lump surn c�f the f�ra�osal, �nd �ha �or�tractor sl�a�l be paFd �r� #Yr� basis of t�is act�u�t�d val�e un�er th�t bitl i#ern. DA-�9 UhS�LA��I�I�� �TF�EET EX�AVATIO�1 T�7�s it�rr� wilC b� used ti ad�iti�r��l �x����t���� is n�o�c�d kM�al is not covered hy "�'� �A�fE1�EEVT F'UL►1ERi�ATI�t+!", Addktio�al �r€ca+�a#�on is the rerr�o+r�� of thc� ex�e�s�ve �r�wn a�d base #o brie�g the n�w b�s� #� prt���r �r�de artd ��ty st�nd�rd specificatians far street r�cons#ructi�n. A�I a,pp�icaE�i� �rov�sror�s of It�m iVo, 1�6 "Unclass�fiod �#r��# �xc�va#ior�" shall a�pl�r, work sY��ll be �JBCC� ��C CIf�IC �+�F�. ��-�� ��1�k��� ������� ������ Thi� item sh2�11 k�e �sed t� re�air th� fail�d base max�r�2�1 �r� a��as that e�€c�ad 8" de�p �.s d�r��ted ��r t#�r� �ngi►�eer. The rrM���rt�� sl�all b� grad�d crus��� ston�. �'�r s�ec�#icatia�� �ov�rnir�g th�s item se� Itern i�l�. ��8 "'�loxit�l� �asa". Th� un�l �rG�e b�d per cublc �ard shall b�r �ull c�rnp�rt�sa#i�n �br a11 tr7atori�ls, Jat�or, ���Gpmehl and �nc�den#�as ne�ess��y to �omplete t#�e wor�C. ��I��i �MIT rra�s�a�f �1��-67 PA#�T D�4 �- J��DI�l�I�A�. ��'����4L. C�1�DITI�i�� ��-�� ����ac��n��rt o� �a� �orv���r� s���w���c �is it�m sl�all f�clud� tnt� r�moval a�d r�pl��orne�� �i exi�ti�r� can�rete �idew�lk �ue ta failuro �,� in situat��n wF�er� ��r� ��d �utter is rc�placed to ad�usF �fa�as t� e�im�n�k� ��ndin� w�tvr +rvil�r �ame �a}� ha�lr�ff of the r�rnov�d material t� a suatable durnpsiFe. ��r s�ecificati�n� g�verr�ing lhi� ite�n see item hl�_ ] 0�4 "Ramaving ��� �oncrete", and Itt�m h�o. ��4 "��ncr�te �id�wal�C an� DriV�W�Ij+S"'. The u�rit pric� b�d �er �q�a�r� ��rd sE�all b� f�,ll comp�rnsatfan fo� all �ab�r. m�,te�ial, ��uipm�nt, su�plies, and incide�t�31s r�e�essary #o c�rr�plete th� removal a�d re�la��rr��nt work, DA-�� RE�OMMEN��D ��QU�N�E �F �O��TRU�TION T��e �vr�i�raciar sh��l �e res�o�slbl� tor �dhorrn� to th� fal�owing cons�ruc#��r� �equen�in� �irecti�n, Tfie intent of #his ��r���u��r soq��r�c� �f co��stru��ion is to fac�li�a,#� c;orrst��r�:ti�r� �f khc� future fir� statlon �{�o. S-- Lo��#�d ��uEh o� Roset�ale �t. belwe�n P�I� ��fn�s A�+�, �r�� ��k�, Ave.) to b��in in D�cem��r o# ��E�� (A�prox. t2-"l�����, Prior �o c�nstr�,ctior� �f the futuro fir� station "B�r �kh��s". !h� fc�ll�wir�g st�rrn dra�r� arrd waler Hn� re��ac�r�enls �1��c� with tha ra€Iraad �rwdge r�mov�l, untlar th�i� �or�tr�ct, mu�� be cornp��fed; 1. �6" wate� lir�e repi�cern�nt (��o�t t5 &� 5A} �. �xorm �Ir�it� irn�ravemoi���s �sheots 16m3�j Tit� pr�po�c�d ��" w�ter �ine {�ae �Fr�el � 5& 15A} m�,y x��t b� c�r�r��ctod to lhe exRsting 3{�.� vu2�ter lin� {ai �ka.'s L1+�0 �r�d �+7�.��� with��ut p�ior ��r�roval �rprr� the �Iky �f �orl 1N�rtY� Waivr D��artment. TI�� Wat�r I�e�a�r�rr��rnt �ras e��in�a#ad an approval dai�e vf � 1-f��Q�, The pro�os�d 1U'x6' fo�x storm dr��r� �5�� she�t 1�} ma� nat be completed until th� existin� 30" ��C�r IFn� has b��n r�l���t�t� to i�s �arop�s�d locataan {See sh��# 1� & 1�1��, Fkemoval o�f ihe ex�stf�g r�ilro�,d br�dr�� ��ea �heet 16} m�rsx also tak� �lace b��ore c�n�tru�ti�r� af «e fut�,r� �i�e s��tEon can begir�. It Fs #�� �l�y of F'ael Warth's �1ir��ti�re kh�t t�� cc�r�trackor fo�us ini�ia� eifar#s or� r�rr��v�il of th�r existirrc� rsi��oa� brid��. c:�nstr��t�or� of the �6" wa#er kine par ��nlr�cl d�c:um�nks �Ivss en� �oitir�e�tion�j. �n�i �or�s#ru�l��r� �i t�� st�rrn rJrair� fmprover��n�s }��r ��n�ra�l clocurnents �I�ss sectioi� ben��th tl�� �xl���ng 3Q" wate� lin�}. Upor� app���r�l tr[�m ��re �ily �f �a�t 1North Water De�artrxt�r�#. tht� �oniractc�� will �e �Ilowed t� sh�# dow� kh[� ox�stkr�� ��'" u�raler line ir� ��d�rt ko it���Ce th� n��[�ssary end ��nn��#i�r�s. �r�c� l��e ��" water iir�o has �een s�r,�e��fully relacat�d #o Its pr�p�so� Eocati�n, tl�e cqnkr�ct�r will be a�i� ko r�mov� a porti�rt of the a[d 3{l" w�t�1' I�no �nd �am�Eete �or�s#ru�tio� of khe storm dreirr irr��ro�rernents. �f'h�u�g#� Ihv contract�r sha41 initi��ly ft�c�as orr lh� �ampl�tion c�t t�r� mentivrt�:d �#��ra�. lki� �or�tr��#or ts or�courag��l to mov� on [o olh�r ��rtions of t�c� prr�je�t s�rauld �,p�r�v�l €r�rr� ihe �lly of F�rt 1N�r�k� 1Nater De��r�m�r�t b� �I����atl. �lo add�t�onaG canstr��tic�r� �rm� v�+ill bc� allow�cl if ��prov�l �� frrake rhe 3�" Ifl+�l$C I1F'M$ $1"1� ���'IRpCtkQfl� IS [iE��]��{'� ��{ tIl$ �I�jj �f FQk'� W{1f�C�7 W�t�.`� I�e�arlmor�t_ After #h� wark start d�t� has b��n �s#ablisl���l, ��r� sete�#ad contract�r sl�all �v re��+i�ed to su�mtt th� �e�tr�nir�g 2�rtid endln� �2�t�s #�r �I� work �rnclu�i�rg pavement re��lr}. �oro�a� �IS�-68 -' , , � -� P1�11�T E � Iti1�1�TEA]AL �PE�lF1��4T�ON� �1N�4TER D�I�T.� �A�i� � �Ai��IAL ���CI�I�I�►`�IONS SECTION � - SPECIFICATIONS JANUARY �, 1978 All materials, construction methods and procedures used in this project shall conform to Sections E1, E2 and E2A of the Fort Warth Water Department General Cantrac# Documents and Generaf Specificatians, together with any additional material s�ecification(s), construction{s) or later re�ision(s). (5ee revisions listed on this sheet). Sections E1, E2 and E2A of the For# Worth Water Department General Contract ❑ocur�en#s and General Specifications are hereby made a park of this contract document by referenc� for all pur�oses, the same as if copies verba#im i�erein, and sucn Sections are filed and kept in the office of the City Secretary af the City o# Fort Worth as an official record of the City of Fort Worth. �If►1�7�/:1 E1 - MATERIALS SPECIFiCATIONS E2 - CONSTRUCTION SPECIFICATIONS E2A - GENERA� DE51GN DETAILS Revisions as of April 20, 198� fallow: E1-2.4 Bac�fill: (Correct minimum compaction requirement to 95% Proctor density and correct P.I. �alues as follows:) c. Additional backfill requiremen#s when approved for use in streets: (1) Type B Backfill {c) Maximum plastic index (P]} shall be 8. (2) Type C Bac�fill (a) Materiai meetin� requirements and ha�ing a Pl of 8 Qr 4ess sha�l be eonsidered as suitable for compaction by jetting. (b} Material meeting requirements and ha�ing a Pi of 9 or more shall be considered for use only with mechanical compactio�. E1-2.11 Trench Backfill: (Correct minimum compactian requirement wherever it appears in this section ta 95% Proctor d�nsity except for paragraph a.1, where the "95% modified Proctar density" sha11 remain unchanged). (a) Material meeting requirements and having a PI flf S or less shall be considered as su9tabfe for compaction by jetting. (b) Material meeting requirements and ha�ing a PI af 9 or more shall be considered for use only with mechanica� compaction. E1-2.1 � Trench Backfi�l: (Correct minimum compac#iort requirement where�er it appears in this sectiori to 9�% Proctor density except for paragraph a.1. where the "95% modified Proctar �ensity" shall remain unchanged). SECYION E1-18A— REINFORC�D PLASiIC WATER MEiER �30XES �9_.18A.� SCOPE: T"his specifcation covers three types of water meter boxes, Type A and B, and Type C. � E� .i 8A. �.1 Class A Standard Meter Box: Intended for use with serrvices �tilizing 518" X 3/", 3/" and 1" meters. E1.18A.�.2 Class B Standard Meter �ox: [nten�ed for use wit� services utilizing 1d112" and 2" meters. E1.18A.1.3 Class C Standard iVieter �ox: Intended for use with services utilizing two 518" X 3/" or 3/" meters. E1.18A.2 �ONSTRUGTION; Reinforced plastic water meter boxes ar�d iron cover iids under this specifcatiori wiil ir�clude three specific sizes of a rectangular si�ape. Yhose three sizes wifl be referred to us: Cl_ASS 'A', 1�" x 18 " Box, 12"� high CLASS B', 15.25" x 27" Box, 12" high CLASS 'C, 18" x� fi' Box, 12" fi�igh E1.18A.3. REINFORCED PLASTlC METER BOX SPECIFkCATION The meter box shal� be consfrucied of Linear Medium Densi#y Polyethyle�e (LMDPE) as defined in ASTM D-883-95A and f�ave a minimum wall #hicicness of .500". The e�erior shail be black #o provide UV protection. Boxes shail be abie to withstand a minimum 15,000 poun�s vertical load and shal� withs#and a minimum 4Da pounds sidewall load. Tt�e meter box exterior shall be free from seams or parting lines and all edges and corners are ta be smooth and free from sharp edges so the unit can be handled safeiy without gloves. E�.18A.4. �R�N METER BOX �.1D SPEClFICAiiON The meter box lids are to be made of cast iron according to ASTM A48-84, Class 30B or ductile iron according to ASTM A-53fi. The lids shall wiihstand a minimum vertical load of � S,OOQ pounds. Castings are caated with a bituminous emufsifed asphalt unless otherwise specified, gro�nd smooth, and cleaned with shot blasting, to get a uniform quality free fram strength defects and distortions. D�mensior�s sfiiall be within industry siandards of plus or minus (�1�) one-sixteenth of an inch per foot. A�I castings wi�l bear the Manufac�urer's f S(name or logo) and Country ar Origin. Casting weights may very plus or minus (¢I-) five percenf from drawing weight per industry s#andards. ,� ,� ��►��° � - nn,��r��r�� s��ci�i������s CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS DEPARTMENT TECHNICAL SPECI�ICATION FOR MANHOLE JOlNT SEALINC A. CEN�RAL This specification covers a cold-applied performed ffexible butyl rubber or plastic sealing compoun� fior sealing int�rior andlor exterior joints on cancrete manhole sections. It gaverns a11 manholes, vaults, etc., constr�cted for the City of Fort Worth Water Departm�nt, excluding only the joints using a trapped ty�e �erformed O-ring gasket, and shali require a bitumastic joint sealant in a1l joints as per Figure M attached. B. IIr'IATERIALS This seafani shall be preformed and trowe�able bitumastic as manufactured by Kent-Seal, Ram-Nek, E-Z Stick or equal. The joint s�aler shall be supplied in either extruded rope-form of suitabl� cross- sectional area or flat tape form and shall be sized as recommenc4ed by the manufacturer and approved by the Engineer. The joint sealershall be protected by a suitable removable wrapper artd shall not in any way depend on oxidat�on, evaporation, or any otF�er chemical action for either its adhesi�e properties or cahesive strength. The joint seaker shal! remain totally flexible without shrinking, hardening, or oxidizing regardless of ihe length of t�me it is exposed to the elements. The manufacturer shall furnish an affidavit attesting to the successful use af the product as a performed flexible joint s�alant on cancrete pipe and manhole sections for a period of at least fiue years. C. 1NSTALLATI�N OF �OINT SEALANT Each gra�e ad�ustment ring and manhole frame shafl be sealed with the aba�e specified materials. All sur�aces to be in contact with the joir�t sealant shall be thoroughly cleaned of dirt, sand, mud, or other foreign matter. A primer shall be applied to all surFaces prior io installing the joint sealant in accordance with the recommendatians by the manufacturer. The protectEue paper wrapper shall remain on the joint sealant until immediateiy prior to placement of #he pipe in the trench. After removal of the profiecti�e paper wrapper, tfi�e j�int sealant shalf be kept clean. Install frames and cover over manhole apening with the bottom of the rir�gs resting on biturriastic jo9nt sealer. Manhoie frames and covers shall b� McKinley, Type N, with ir�dented top design, or equal, with p�cE< slots. Frames, uniess otherwise shown on the drawings, shall rest on two (2) rows (inside and outside} of bitumastic joint sealer. 2. Grade adjusiment rings shall also rest an twa (2} raws of bitumastic joint sealant. � 8. Manholes in open fieids, unimproved la�d, or drainage courses shal� be at an elevation shown on t�e drawings or minimum of 6 inches abo�e grade. E. MEASIJREMENT AND PAYMENT The price bid for new manhole installations shall include the cost of joint sealing and payment will be made from the apprapriate Bid Item(s). For exis#ing manhole adjustment andlor sealing, tF�e cost of seaiing shall be included i� the apprapriate bid item and payment wiil be made far #hese items. � .� � � � n � . � � �� . ���i1FIC�i� O�' iN�U��4�E�� �, �� ,• � r �l � �.I �� ��n��o� ��r���i�n��� �� s���� t��w ihe 1985 Sessian af the iexas �.egislature passed bouse �i�l fi�� relati�e to the award of contracts ta non�resident bidders. �l�is law pra�ides that, in arder to be awarded a contract as fow bidder, non-resident bi�ders (our-of-state contractars whose corporate oifice ar principal place of business are outside of the state of iexas) bid projects for construction, improvements, supplies or services in Texas a# ar� amaunt lower than fowest Texas resident bidder by the same amount that a�exas resident bidder would be required to underbid a non-resident bidder in order to obtain a comparabke can#ract in the state in which the non-resident's principal placa of business is lacated. �he appropriate b�ar�ks in Sec#ion A must be filled aut by al1 out-of-state or non-resident bidders in order far your bid to meet specificatians. 7�e failure of aut-af-state or non-res�dent contractors to do so will automatically disqualify that biddar. �esident bidders must check t�e bax in Section �. A. Non-resident �endors in (give state), our principal place of husiness, are required #o be percent lower than resident bidders by state law. A co�y of the statute is attached. Non-resident �endors in (gi�e state), our principal place afi business, are not required to underbid resident bidders. B. Our principal pface of business or eorporate offices are in the 5tate of Texas __ . PROJ�CT: Ros�d�le S�re�� Ir�rpP�d���ht� 1Na��r & Sani4�ry Sew�r Lin� ���l��e��nts And �rair���e I�tpeo��rrienta ���4ra�t N�. �, Ui�li 1— F��e�t Park �Idd, 40 �t'' Ave. S�cti�n i4 — Saniiary Sevuer �ine �epla��rn�nfs S�wer Proje�4 No. PS����7El4�093���� 5e�tion � a 1N�4�r� �in� ��pla�rr��nis IN���r F Roj��# N�. ��!-��0!lOi�3��0 �.�.�. P��. �140 �e�fi�n C — C���l�age Improd�rner�ts D.O.�. ido. 3247 : ��_: Company Name �IP By: (F'lease Print) City State Signature: , �ItEE: {�'lease Print) � iI�IS �ORM MUST BE REiURNED WIY�°i YOUR QUOiA'iION � � , I' I .I f z- ��� �������� 5������ List of Equipm�nt owned by �iddex that is in s�r�vic�able condition and available for use: Portions of work Bidder proposes to sublet in cas� of Award of Contracts including �amount and type: � � , i ,i � . ��������. ������ List of prajects your or�anization has successfully cornpfeted: __ Amount Oi Contract Type of Work Date �iccepted l�ame and Acid�ress of Owner Award List of projects your organization is now engaged in compl�ting: Amaunt Of Contract Type of Anticipated RTame and Address of Owner Award Work D�te af Completion List Surety Bonds in force on above incomplete work: _ � Date of Contract Award � Type af Work Amount af Name and Address of � Bond Bond Surety ����� '�: ._ �� �_=- � � �� 0 CERTIFICATE DF INSURANCE TO: C�i'Y �� �ORT WORTH DaEe: NAME OF PR07ECT: WATER AND BANITARY SEWER RELOCA�'IONS AND STORM DRAIN. IMPROVEMENTS QN R�SEDALE STREET (FOREST PARK i30ULEVARD TO. 9TH AVE), CONTRA.CT 2�. UNIT i PS46-p70460133440lPW9i-O40'�'�OI5338Q 05CAR RENDA CUNTRACTING, INC. PRD7ECT NUMBER: I5 TO CERTIFX THAT is, at the date of this certificate, Insured by this Company with respect to the business operatians hereinafter described, for the type of insurance and accordance with provisions �f the standard pol�cies used by this Company, and further hereinafter described. Exceptions to standard policy noted on reverse side her�of. 'd'YPE OF INSUIiANCE Poiicy� Effective Expires I.imits of Liability 1 Worker's Campensation � Comprehensive General Liability I�surance (Public � Liability} � BIasting � Collapse of Buiiding or • structures adjacent to excavafipns Damage to Underground Uriiities Builder's. Ris�C Comprehensive Automobile Liability Contractual Liability Bodily Injury: Ea. Occurrence: $ Property Damage: Ea, Occurrence: $ Ea. �ccr�rrence: $ Ea.Occurrence: $ Ea.Occ�rrence: $ Bodily Injury: Ba. Persnn: $ Ea. O�curreRce: $ Fraperty Damage: Ea. Occurrence: $ Bodily Injury: Ea. �ccurrence: $ Property Damage: Ea. Occuirenee: _ $ Other ' Locations covered: Description nf operations covered: The abo�e policies either in the body thereof or hy appropriace endorsement provid�d that they may not be changefl or canceled by the insurer in less than fi�e (S) days after the insnred has received writtea natice af such changalor cancellation. Where applicable local laws or regalatians rec�uire more than �ve (5 ) days actual notice af change or cancellation to be assured, the above policies contain such special requirements, either in the body thereof or by apprapriate endorsement thereto attached. � A�enev ForT Worttt A�ent Address lnsurance Ccr.: B�r Title ��� / . CONTRACTOR CQMPLIANCE WI'TH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A Labor Cod.e Section 4U6.096 (2000), as amended, Contractor c�rti�es that it pro�ides war�ers' compensation insurance coverage far ali its employees empioyed on city of �'ort Worth Department of � Engineering No. 3140/3�47 and City of Fort Worth Project Number F546-070460133444/PWii-Q60i'�02�3380 4SCAR RENDA CONTRACTING. TNC. CONTRACTOR By: � ,�.� 3I ! � � ! i+� �'S / /z �,[✓ � Title � 6 ,� � �J .� Date STATE OF TEXAS � CQ[7NTY OP TARRANT § �6 �l BE�'ORE ME, the undersigned autharity, on this day personally appeaz-ed .� li ;�- known to me be the person whase name is suhscr' ed to � foreg,oin, ins um�;nt, and acknowl dged to me that he executed rhe same as the act and deed of C�L[ - � for the purpose and consideration therein expressed and in the capacity therein stated. iy, � ��r , � � ���j� GIVEN UND�R MY HAND AND SEAL OF OFPICE tI�is �J� day Qf -- �. 20U3. ;,� , .,;;,,�;,,�•, .i�;� �J�#� i��G�� y��� I� r ��:�' �li, ,',�' �,a��,?Dl'Y Pu13iIC �i'i.;��� if ir-_r.�:� �'( �I��/�_� r � . ;�, ,;�;: ,�,i,, i.;�,r�,��;,,�„�� �.. ,.,; . �, Notary uh 'c in and for �� '�;:';�;.� � r1��:,}� , �,i�r�f� � the Sta e o Texas .l PERFORMANCE BOND �6 n � ��� �� � g � �� 1 � llJ 'I'HE STATE O� TEXAS � KNOW AL�. 8X THESE 1'RE�ENTS: COUNTY OF TARRANT � That we {1) 05CAR RENDA CONTRACTING, INC. as PrinciPal herein, a�d {2} � ��'��°��� �n�'Q.��� p*f-r , a carporacion organized �nder the laws of the State of � (3)�.�. ��t� � , and who is autharized to issue surety bpnds in the State of Texas, Surely her�in, are held and firmly bound unto the City of Fort Worth, a municipal corporatian located in Tarrant and � �, Denkon Counties, Texas, Obligee herein, in the sum of: TWO MILLION ONE HLJNDRED NINETY THOUSAND FNE HUNDRED NINETY-THREE AND � N0/100 ............................................................................................................................ Dollars ($2.14�.593.00} for the paymenc of which sum we bind ourselves, our heits, ex�cutors, administrators, successors and assigns, jointty and se�erally, iu-�nly 6y these present. - - -, WHEREA�, PrincipaI has entered into a certain written contract with the Obligee dated the of , 2003 a copy of which is hereto attached and mad�: a part herenf for all purposes, for the construction of: WATER AND SANITARY SEWER RELOCATIONS AND ST4RM DRAIN IMPROVEMENTS 4N ROSEDALE STREET (FOREST PARK BOIILEVARD TO 9TH AVE}, CONTRACT 2, LTNIT 1 NOW THEREFORE, the conditian of this obligation is such, if the said Principal shall faithfuily perform rj the work in accordance with the plans, specifications, and contract documents and shall fully indeinnify and hold � L harmless the Obligee from all costs and damages which Obligee may suffer by reason of Principal's default, and reimburse and repay Qbligae for all outlay a�d expense that Obligee may incur in malflng good such default, ihen ' � ttus obligation shall he void; otherwise, to remain in full force and effect. PROVTDED, HOWEVER, that this bond is executed pursuaot to Chapter 2253 of the Texas Goveri�ment Cade, as amended, and all liahilities on this bond shall be deternnined in accordance with the provisions of such statute, ta the same extent as if it were copied at Ienb h herein. � IN WITNESS WHEREOF, the duly authorized r�presencat�ves nf the Prin�ipal and the Surety have . � � executed this instrument. SFGIVED AND SEALED tivs c�ay of .�003. � 1 -� � r� ATTEST: � �� �.!- -�.`.`.�, _ (Principal) Secretary {SEAL) . t - � -��' �=�'�-- J Witness as to Principal ATTEST: OSCAR RENDA CONTRACTING, INC. PRINCIPAL BY: � ��� TitIe: i�it�i 1� p,�� � � A�'.�,+�'7' S22 I3ENSON LANE ROANOKE. TX 7626� �! i�v �lC.� � �'?l�A'�' ure - � � � � ' �+_, Name: 1� �•!! 19 i, t-S { orney-'n-fact� �j;�,� c/ Address:��� C7l���t l�U �fbd�a sy G��� Telepho�e Number:���� ��Q � Secretary I �(S�AL) ` I, „ „ � 6 �N,1��� Witness as to Surety NOTE: (1) Correct name of Principal {Contractor). (2) Correct I�ame of 5urety. (3) State of incorporatian of Surety Telephone numher of surety must be stated. In addition, an original copy of Power of Attorney shall be attached to Bond by the Attorney-in-Fact. The date of the bond shall aot be prior to date of CantracL i i ������� ��1� �, ��� ���� �g'?�� � sTa� oF �E�s � � xivow a1.L BY �s� ��sE�rs: � �"� � COLiNTY OF TARRANT � I� �� � � That we (1) O��t�l� I8]E1�A C�Y11TItACT1�Tfa. At� � Princzpal herein, and (2)�5�''� �� a corporatior� arganized and e�sting under the laws of the 5tate of (3)�',Olrl� � , as surety, are held and firzr►ly � bound unto the City of Fort Worth> a municipal corporatio�z located in Tarrant and Denton �aunties, Texas, Obliaee herein, in the amount oi '��?VO 1V1'ILLI�I�1 �I�I]E I$��.DIBED 1�iETY� TI$0�3�A�.T�ITD Fl[�']E F;�i3I�1I1][d�D 1�1I1l1ET��T]H][F]El� At�1D Ii1�/100 ..............�... Dollars (�219�,�93.��) for the payment whezeof, the said Princigal anfl Surety bind themsel�es and their heirs, executors, administrators, successors and assig7ns, �ointly and severally, firmly by these presents: WHEREAS, the Principal has entered into a certain written contract with the Obliaee dated the day of A.D. , 2Q03, which con�ract is her�;by refer�ed to and made a part hereof as if fully and to the same extent as if copied at l�ngth, for the following project: '�'VATE]R AI�TUB �A1�TTT��I �]ERrV]Egt 1��II.00I�T�O�1i� �a]�i�D ��'�l�li� �DId�IN ][Y��]R�V�1�9[E1�T� Ol�d 1l��SlEIDALE S�tEET (lE"�I�ST ]PA�� l���JLE�'�Ri[D �'� 9'1'I�[ �i�l. COf�i'�C1�AC�' �. �]idl�T �. N�W, THEREFORE, THE CONDTTION OF THIS OBLIGATION I5 SUCH, that if the said Principal shall faithfully make payment ta each and every claimant {as defined in Chapter 2253, Texas Government Cade, as a►nended) supplying labar or �naterials in the prosecution of the work under the contract, then this ohligation s�all be void; otherwise, to remain in fulI force and effect. PROVJDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Gavernrnent Code, as amended, and aIl Iiabilities on this bond shall be determined in accordar�ce with the provisions �f said statute, to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have exec�ted this instrun�en�. STGIVED AND S�ALED this day of ,��DQ�3. MAINTENANCE BOND �r ' r� �� �. THE STATE O� TEXAS CDLTNTY OF TARRANT 0 § f� ��1� �.C.'.� I� �r �7C�� KNOW ALL MEN BY THESE P�tESENTS: hat OSCAR �RENDA CONTRACTING, INC. (Contrafttor), , a principal, and 1�p���1�1L�Y1�1�,.� , a corporation or�anized under the laws of the State aii.�Al� (Surety), dn hereby acknowledge themselves to be held and bound to pay unto the City af Fort Worth, a Municipal Corporation ehartered by virtue of Constitutian and Iaws of the State of Texas, ("City") in Tarrant County, Texas khe sum of TWO MILLION ON� HUNDR�D NINETY TPIOUSAND FIVE IiUNDRED NINETY-THREE AND N0/100 .................. DolIars f$2190,593.00) lawful money of the United States, for payment of which suxn weil and truly be made unto said City and its st�ccessors, said Contractor and Surety do hereby bind themselves, their heirs, exeeutors, adrninis�ratars, assigns and successars, jointly and severally. T'his obligation is conditioned, however; that, � ^{ - WHEREAS, said Contractor has entared into a written Contract wiih the City of Fort Worth, dated the day of : �003, a eapy of which is hereto attached and made a part hereof, the performance of the following described publie impro�ements: i'VATER AND SANITARY SEWER RELOCATIONS AND STORM DRAIN IMPROVEMENTS ON ROSEDALE STREET (FOREST PARK BOULEVARD TO 9TH AVE), CONTRACT 2, IINIT 1 ;� �� the same being re�erred to herein and in said contract as the Work and being designated as projact PS46- 07046U133440/PW'77-060770153380 and said contract, incIuding all of the specifications, conditions, addenda, change orders and written instruments referred to therein as Contract Documents being incorporated I�erein ackd made a part hereof, and, WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work ti�►at it will remain in goad repair and conditinn for and during a period of after the date of Tr�o (�) Years after the date of tkye final acceptance oi the work by the City; and WHEItEAS, said Contractor binds itself to maintain said work in good repair and condition for said term of Two (�l Yea�, and, WHEREAS, said Cantractor binds itself to repair or recQnstruct the wazk in whole Qr in part at any Cime within said period, if in the opinion of the Director of the Water Department of the City of Fort Warth, it be necessary; and, � ,L W�iEREAS, said Coatractor binds itself, upon receiving no�ice nf the need therefore �tp repair k�r reeonstruct said work as herein provided. NOW THEREFORE, if said Contractor shall keep and perfarm its said agreement to maiz►tain, repair o�- recanstruct said wark in a�cordance with alI the terms and conditions of said Contract, these�resents shal] be null and void, and ha�e no force or effect. Otherwise this Bond shall be and remain in full force and effect, and the City shall have and recover fram t.he Contractor and Surety damages in the premises prescribed by said Contract. Tlais obligation shall be continuing one and successive recn�eries may be had hareon for successive breaches untiI the full amount hereo� is �xhausted. . � IN WITNESS WHER�QF, CE�is instzumen4 is executed in 10 counterparEs, each one of wluch shall be deerned an original, this day oi . A.D. 2003. ATTEST: • . .. . {SEAL) � OSCAR RENDA CONTRACTING, INC. .� � � I I ._.�,...,� -.� �_'--- . -._.. Secretary ATTEST: � /� �, A, � (SEAL} tJllu��v� 5ecretary Contractar �y: �� �� Name: �,vK ���v���p Title: ��C.� �,��'s ����.l�7 `� A �-��o �,� �'t t�.���°�u.�aNC���o n -a�urety � ,� \ . � � Name: � N �+ ��G.S Ti�le: N T f� '�/' 1 A� � �� �J� �5 1�U�. ���-� ���IAS� "�.' A � Address � S a�5 THE STATE OF TEXAS COUNTY OF TARRANT PART G - CONTRACT � THIS CONTRACT, made and entered into the ___ day of . 2003 by and betwe�n the City ' I af Fort Worth, a home-rule municipal corporaCion located in Tarrant County, Texas, aeting tt�rough its Ciry Manager thereu�to duly auEhorized so to do, Party of the First Part, hereinafter termed "OWNER", and OSCAR RENDA �� CONTRACTING, INC.af the Gity of ROANOKE County of TARRANT and State of TEXAS, Farty of the Second Part, hereinaftex termed "CONTRACTOR". WITNESS�TH: Tk►at far and in consideration of the payments and agreements hereinafter mentioned, to ;• be made and performed by tk►e Party of the First Part (Owner), said Party of the 5econd Pari (Conttactor) hereby ,� agrees with the said party of the First Part (Owner) to commen�e and eornplete certain impro�ements described as Fallows: WATER AND SANITARY SE�VER RELOCATIONS AND STORM DRAIN IMPROVEMENTS ON R05EDALE STREET (FOREST PARK S4i1LEVARD TO 9TH AVEI, CONTRACT 2, [INTT l '" And all extra wark connecteci therevvith, under the terms as stated in the Conuact Docnments, and at his {their) own proper cost and expense to furnish all the matarials, supplias, machinery, equipment, tools, superintendent, labor, �' bonds, insurance, and other accessories and services necessary to complete the said construction, in accordance with ;� all the reqnirements of the Cantract Documents, which include all maps, plats, hlueprints and other drawings and printed or written explanatory matter therenf, and the specifications thereof, as prepared by tt�e En�ineers employed by the Owner, each of which has bean identiiied by the endorsement of the Contractor and the �ngineers thereon, ` together with the Contractor's Written Propasal and the ather parts of the Contract Documents hereto attached, '" including the Fort Worth Water Department General Contra�tor pocumants and General 5pecifications, all of wlaich ,� are made a part hereof anci collectively and constitute the entire contraet. � "� :� 0 Hartford Fire Insurance Company � Hartford Casualty Insurance Company OX Hartford Accident and lndemnity Company [� Hartford Underwriters [nsurance Company � TF�� H�e�i��R� WARTFOR� PLAZA HARTFORD, CONNEC7ICUT a6115 Twin City Fire Insurance Company [� Hartford Insurance Company af Illinois � Harfford Insurance Comparty of the Midwest � Hartford Insurance Company of the South�ast 0 KiVOW ALL PERSOiVS BY THESE PR�5ENT5 THAT the Hartford Fire Insurence Company, Hartford Accident and lndemnity Company and Harfford llnderwriters lnsurance Company, carporations duly organized under th� laws of the State of Connecticut; Harfforrl Insurance Company af lllrnols, a corporation duly organized uroder the laws of the State of Illlnois; Harfford Casualty Insurance Company, iwin City Fire lnsurance Company and Hartford lnsurance Company of the Mrdwesf, corporations duly organized under khe laws of the State of Indiana; and Hartford Insurance Company of the Southeasf, a corporation duly organizecf under the laws of tne Skate of F'larida; ha�ing their home office in Wartford, Connecticut, (hereinafter collectively referred to as the "Campanies") do hereby make, constitute and appoint, erA io the amaun# of unlimifed: John L.. Mondres, Larry D. Greenhaw, Arrrim !. Gerstenmeier bf Dallas, TX their tru� and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is r�emed above, to sign its name as surety(Fes) only as delineated above by �, and to execute, seal and acknowledge any and a{I bonds, undertakings, cantracts and other wNtfen instruments in the nature fhereof, on behalf of fhe Companies in their business of guaranteeing khe �delity of persons, guaranteeing fhe perFormance of contracts and executing ar guaranteeing bonds and undertakings required or permltted in any actions or proceedings allowed by law. [n Witness Whereof, and as autharized by a Resolufion of fhe Board of Direciors of the Campanles on 5eptember 'i2th, 2000, the Companies have caused these pr�sents to be signed b�+ its Assistant Vice President and its carporate seals to be hereto aifixed, d�tly attested by its Assisfant Secretary. Further, pursuanf ta Resolufion of the Board of Directors of the Companies, the Companies t�ereby unambiguously affirm that they are and wil� be bound by any mechanically applied signatures applied to thi5 Power of Afiorney. wxixp iwux. �sv�.Yp,� � y*pAt�M,r��y IA�dr �'°� e°"^y� '�,�...'°`�' � �w �"s e�-'�ot � :C�en..�e�rr�� k ���� �� ��Rra �� �p avaa� o � � � �j s#gv � : +� * �- : � � �� . !, hne�neW � �bbl�il�' tp q 9 �� l 9- i"�` � rg L�_ '� �'r i _ r�*e � ���'°�,...... Sa :�► 8�,e �� I 9 i 9 f lONP1L91M1��• TW +1'A�'. F+ a �� /�n:e�5� so 'l�oin��'{� � � in ��,� � ,��� � . Paul A. Bergenholtz, Assistant Seeretary STATE 4F C4NNEC7ICUT � ��, Hartford CQUMTY OF HARTFpRD .� � John P. Hyland, Assistant Vice Presldent On this 19�h day of September, 2000, before me personally came John P. Hyland, ta me known, wi�a being by rne duly sworn, did depose a�d say: that he resides in the County of Hartfo�d, State oF Connecticut; that he fs the Assisfant Vice President nf the Companies, the carporatians described in and which ex�cuted the abo�e instrument; that he knows #he seals of the said corporations; fhat fhe seals afFixed to the said lnstrument are such corporate seals; tha# they were so afFixed by aufhority of the Boards of Directors of said corporatians and that he signed his name tf�erefo by like authority. �� r i 77T'�� J �� ',� � . �q�c Jean H. Wozniak C�R7IFICATE Notary PubEio hAy Commission Expires June 8D, 2004 I, the unders9gned, Assistant Vlce Presidenf of the Companies, DO �IER�BY CERTIFY that the above and foregoing is a true and correct copy of the Power of Aktorney executed by said Companies, wh[ch is still in full force effective as of . Signed and sealed at the City ofi Hartford. ��ytri.r� � 4��tes��. 1� `�i���� ��«�,,,,� . ��,�,....,..,�.� p� ,�' s ,`v� : I��r ■ �s .`:;iea.nk�r.; r F !�� � ��°�'r�b� �' o�Rray�tis� ���o�raaer� o �� � . _ $ �� 16e7 � 's -�� 07 ` 9 • �; '2 '° � r•�vp �+ � k s��t+r��«n�1a" ��aiN.i'� :�* 1 9 � -:,1A7� � �3� 7 79 '� F � 3ix� �S� +�, ,� �j:••-......,.%�+ i� �a... s fi `4'�......�� '�'q, 9 • �?rmtatml4 ''"a.wrta rA . 6+ a �'h�vremM;� No��a' "*SK�. ��x lJ�"�Q-4-r4+ . . Colleen Mastroianni, Assistant Vice President The Contraetor hereby agrees to eommence work within te� (10} days after the date writcen notice to do so shall have heen given to him, and to substantially complete same within the time stated in the proposaI. j I9 L � i .� � The Owner agrees to pay the contractor in current innds for the performance of the cantract in accordance �r+iCh the Proposal submitted therefore, subject to additians and deductions, as prn�ided in the Contract Documents and aIl approued modiiications therenf, and to make payment on accaunt thereof as provided tk�erein. IN WITNESS WHEREOF, the Parties to these presents have executed this Contract in 10 countezparts in the year and say first above written. Cit pf Fort WartE�, Te�s (Owner _, Parry o the 'rs art BY:� �' ��— Marc A. Ott, Assistant �ty nager � � � ����� Cont�rac.t .�Au�Hc����s��iare _.�_�1 � l, � ��at _.. . � ���� OSCAR RENDA CONTRACTING. INC. S22 BENSON LANE ROANOI�E, TX 76262 Contractar � By: �� G-!r� Titl�: U 1 � � �'�� � .� P �1.i .{� � APPROVED: � A. Douglas Rademaker, P.E_ Director Deparixnent of Engineering cw ATTBST: �� -� .{�f � _ � , . , � L.. ...., =•�i — - City Secretar�y (5ea1) W�S���: Appro�ed as to i nrm and Le�ality: � � , - �. Asst_ City Attorney —� � if u�; d� �,�, �,�,�'�" � -,��r r-�i..•l� ii�='��.I� �� llr i ��'�� _ � , �������� ������� � ������� '��111f�i� ��Il��i ����i ' ��VIi7� �� !� . �� ����rA�v s�W�€i I``� �� i� �— ,t Mirrirtrr�� 2 r°oays � ;�f��ef/�rfu.n�s�i� jairrt S�at4ut�` (RQm-Nek o�c�,�r'nred � f eqcr�/j- .� ' ��l�f.�rt' Caa�v�e as- � �.� �•�Td �5��� • ��.�.,e�� .�.a./�!� ��L°irfBl�� @�1°���fai��� ` ��8�:��d��/� I a • � � ! �� � .s y. — ^- �.Vi�C�6 FP�.s�B �.�e� �� C✓i� � �°Ol+df`"� ��tAF� C'� d��°/� ii� l$�+ �_ . . �f�'a�+r �air,�� � : .�a..�2�d.�ik� r.srY� 6�lC�GIe� piC�l S/afs a� pickf�rs, Ref: ���I4 , .• `.;: .. _.�•� � �� • •: . �� �� r � i ' :�. ';-r�_ '�_ ~':::�:,. � �•. � i e '�:.ti::o. � � r�t � � � ��� •1• � _� � . i I � � , 1k � �- ---- �\ I 11 . '� i; ' p T e�� �rr��� �: ��rc: �°��1� :�' � r � • �fe�� fo .; , ,;,. , ��, ��p� deA� :: ���= ,: � ••. � ..: � I Y . � ti - p� h*1� � ' i n � � _� � � � . � �Y��e'� �efiF d���f^ � � ��p� ' �S�s ' �� "o. 1 � �rOd! �% � � �i� � s��I� � � pP�c.�s�1 - � •.. -.- - _ 'y ..�, ��o�o� .•'��•r.�o• •�•.:.� �,':i. . '+. ��' • ' �• � • -- ��bb�' j�c - �� �,� i���:i . a ti ti « _ ,� �=' � -' : � ••.. =~� • ��� --- � .� � .� • x« :/. .�S/�'�. •� � ••�'�•:.::i �' .0 _ _ � s; ���,�;: .. — ' - m: : • `��'»•: '�P _ _— �_ _ .� •. • . .o•.•-e�:; ,8,,. - � � .. : �'�' � ��.� •�� ���e���.s�,.�� - I� �� I�I� ���: � , ,• 1�`'�: "{ � � � ' '' �'�� �� �� � ,. -,I •'� .. � � �rO .�• ��� ��• ': � - �"I. ';� ��. 1 •�q � ' • r' �.�, •.B:�y '��o �: .� .��,:,�.�:a•� � `R'�'y. :�.�• •�� +:�0•_��:'�.. ���;:19::_. , "t�'_; � �l��d° � �d�� �f . ���C°• , g� � •+ ` �•��/� � p� �� .�+ �A���� �� . ���PVf��I� � ������ a� �Bt'���i� �°I���q} • g2�1�+ F#�t��ial � ��-i�+ Const���'t[osz � r: . � 1R� /! i 9 � asl�P�ft� CBRi1P�'�oP fi�r�i fis���(� �_.^�— � e�. - 2 �:r 8 "x 2� ��'. ,�r��CaS� - -� - - �eri�/�a�'c�d Ceiv[�i^�P� Qr�d¢ :.'.;`�_� � ♦cirys, ��g�o��arirg �o /J.✓�.'�I19., G' 5���, �� ¢9u.7l, .��y �e ' � u�ed e� !r'etr ��'6�e�.�t, /. ����t�� �.�� Ta.��O�¢ �1�: I t.•ds �s :: � /•'�'°:� r •, ` f;��'� ��� r �. ( � - � �, L� � ��ov.�sd 6y •��r� �v���P �rid ���rr':t��y ���ve� c°mr�i��cfa.� t� a �iide �i���g.9.�¢ed �y ��e ����, � w��..�� ����tP��t�� �.���:����. - .��.�fole �i��.�e ��� ��n��:�. 6'�rv¢�, ¢�rra! �a .�9�°.4�<i� ley ��o.� :f/ar,��^, i4/o..9�.d.e�w��i�' p�'c.F �'fo�.i' �+° �.'r1r �l�las, .P'e,�� � �-/� .� �:ti' ..:i .� . ,\:...� � ,��� e!� e°�rPi�¢fa �'oir¢ ,' ',�.' 0� ��°ft�: /�rE���Oii� i fNf.4i�P �,���.::� .��,� �r��.���� . �;:: �::�,� � � . ��� �� � � l� ' ������ ��� .�`�/���i��� e��%�/�O�C� (���e���� a.����� � I-1�7� � �1-14 Mate�ial �����+ Gonst�uction __ � I r�'p � � �` 1 � � �� � ! I T 6 ,I_ { i � "�� I t_ In �_�� . � � �Y .r � ,I � '�P � � �� ���.. i � �, d,s p. �� _. � ����. � J ��� T4�. � � � i ` . j ��� ���� � ' MANEiOLE FRAME AN� � t � � 2�+"D lA. CQVCR, E�.11AL � r � ti TQ I�cKIr�LEY IRON f � � i_� WQRlCS NO .A24AM: �� 1 i i .! (REF . E2� 14} . 1 \`�� ��' � /� . ,�� . � . i � + � � �/� ��_.�o�' / TOP QF GONCRg7� CONg SECTION 1�" B�LQW �IN15H R3M EL�VAT��N: ' {REF. FIGS. iO3 � I04). rta��: �. PRECAS� 4'DIA, ca�� w��x Si'ANDARD 30n� MAtii�HOL� C DV'�R A Np R I�!G ! N L I�il QF 24"x40" 5HAL�OW MANHOLE(RgF. �IG 106), 2, �fANNpLE YO 6� uSgD wNERE SEW�R LIN�S ARE ��SS THAN 6' DEEP, ��A���� �Af�H��� P���A�T C��i� � F�GU€�� �0� _. � _. 1 '.�:� y;�, � � ��'� �Y , I5 •c �, . � .6 MIN, r J� � - •a �, :-�..:,.•,� .. � ..,�:.,�`i,���y ..t• .�� �.f. - � 6 e'• � a aF':a�'r' � � ro � � o ` � �.� O � t, ;� �+ ,'Q� � �. ,� . • o." , � - -- , � . � ,Q �� � ^ •�� . g'—�,`de�b ;— +�'s �. �- � �. $„ � - �-�--c�a5s F(�+ooa�a ca�c E1-14 MFITERIA� E2-14 GOi�STR�GT I OA; Where M.H.'s are in street Where M.H.'s are built ' � instail two or more co�rses �f� in streets to be pa��d, l���G�,Qr concrete grade ring5 M.H. ri� to be set to � � ween casting and to� a� bTick propo5ed pavi�g grade +e, or concrete siab. � Use standard McKinley� � � �o. A24 AM, ar � Equa� �h1.H. Frame � ticl � llli � � � o�� `" T1111=jtll _ 1u� ��d Cover � � - �Set in Mortar Use Cast Iron pipe to First Joint �ahind• � � �imit af Excavation ' � � e � � K+ � lnstall M.H. 5tep� 5ame as i n 5 tanc�rs f4" M.H. � l�i, �. 2' � �" � �� � �i�� � r� �. • ��$ --- -- Pushdo� Plug I lron Tea � 4� ��; %'. {� - �-- � - -- -� �� __ -- -- -�� , �- _ — --- -- . • I C�n�. Col�ar �ki � �- r �install N�ts _, � �. - �-- � L �� Away from M.ki. ��l � °�+' � Wa] 1 on M..l. � ��� v � . �'�a�� - -- _,_ Fitting CORo`fEN � a � �olts �i� l �, � � t f Requ i red �rov i de . � � �imit of �- � � � Stub �xtension At Co�crete �xcavation 1�<< '° ro �n�l�of A.�. in M.}�a � = � ��e � �� �� •� a � 5tandard 4 Dia. Il�� � ro � Me H. Deta i Z � � � �igure 103 ��_—� � � 5 � s�pe 1 "/ 3 '' � - . �u ' ll1( f � � I �1tI .,�.. �t'�, � � �Vertical to 3/�+ -� � a' •„ ._ a / Po i nt of P i pe � 11�� • . . . : • s . '� ?. . ,•--. . — . -�� $'` � -- � • . , • . .� 'a • .a. . • . ' a' ._. �1I� I, �-�� �:. . a . �. • a ' .'� • ' ` d� , �'hrust Block to Grouted Enver� �se 400d# Concrete Extend 6" In Al1 � ��� dia, for sewer Direetions f�om pipe up to 2]" Dutside Diameter � dia. 5' dia, for �� A�P� � sewer pipe 2�" �o �YPICA� SECTION 39"� dia. �. SiAN�A�� ���i� �'0�1� ���P � . �4����S hA������ � �I G ��� ! �`T � �-1��� � 1�1�+ Mater�al E Z-14 Construction �iiE; k. 5ta�dard Pipe Fittings sha�ll be used [o form inverts ot �unction �nanhales Y�he� possible, with installation as tollows; .- 1. Pipe f itt ing. � 2. Pour manhole iloor to spriny line ai titting. � �. Break out [op o1 fitti�g to spring line. ,,� � 4. Pour remainder of manhole i�vert to provide vertical inv�rt wall up to � '� 3/4 �oint ot the laraer vipe,involYed, as detailed. _, 5. �teel trowel Tinish invert o4` manhole. �. When special 51tu8tlan5 prohihit use ot standard pipe fittings as abo�e �u:linE-c, the invert shal 3 be for�ed af �oncrete ar►a steel t rowel f i n i shed to pro•r i ue � i.-=i f ar �` functinnal characteristics to those aiiorded by the above installation. Invert� ,_� thus formed shall be acc�mplis�ec� to �t�e Enqineer's s�tisfaction. ,� � � � -� � �. ,� �, /���� � � ' ` � � , � �, � ._ ' / 0 0 � . . .... . r �� a ( � � � _ � � � ...� \, . / «� �� �� � i � 1.-7$ � � Typ ica] P1 an ��'� of M.H. �ott�m kn ;.�unction Manhales _ I , � _ . . � _. ,_ . . , � .:4.� .; 4..b � ''y � ,..' Q .. o � .a .` .'s� ' .�t'�' 4.rd L� ��, � ,p� _ -.. � , • d ' ' � '� -� , .. `b•. y,s, :a , ,y . � . •� • a: . . COf1Ci�t� ••• � ' ti'r, `� •;�a� 'o •' � �� �. '�• . ��! . + � '; • ., . . . .+ 4°: 1 ' ' `. • � ��4� S ] a b ��+°'� • ' ' . . . . ' — ` `'' ` , y '' _,. . .-- — — - ' ' ,` , JUN�T°!0� 5ection A�A . C���V �1�LE ��� 6��� ��� �� i ��� � .� , � � Material E1-14 Construction E2-14 , � .� �_ „ , , . _-- !/llA�\11i'�Ylllr(111,tYlirt1111�'ll,(' .. �_ _ .�! . / Minimum Depth After Compa�tian ,' � v � � -v a u D � ' a � � � m � v L � Iti { , �I ' = i � ro. L � � I . . . s � � I . . • . ' . , ' . • • . • ' • ,' ��r.anu'1 a r �mb edrse n•t . -�,;'. . •• ..►.�- : �;,' . .' ' . � � . ' ,' : • ��C �; � . , � +! .. '. . . . . . . ,� ! . . ' - �: , • .! �,,�•` `:,���-6"F�ie�.. I !�v � _ 1 �YPICAL SEC7lON .� Natural Gro�nd � .��`�Y�i�%A„i,[ i�i'lhi��K�f!/'w�4� � � � r �� � �` : j %:Dimertsion �,�" '� . . 5ewer Pipe � 12 " 3. �i � � I .� . � ,� � � / F \ � .� � .:� � ..� ` .� :� _� I ,� .,� ;` ;3 � . . •� , -� : Cr�tshed Li�mestone Co � ,��Extehd from b" $eyow ' � �ipe: to Springl ine = C {Excavate for BQlls) � . .� , .} � � � 1 Cost af Granular � � Embedment and Crushed ` l.ime5tane Bedding � (ncic�ded in ?rice Bid Per �oot of 5ewet Pipe � �������� ��������� � �.. ��h���� ��� • . �i-Z Material � r����$ Eti�2 Gonstruction �i 1�■ 1 � • �1 � � � � ���I ■ i I II ■ ��• I� J r � .�11 V'/I' �1Y'//�tt1LY///.���\�1'/// i LY//,[�\\�Y///.cC1�1Y',t'/,tR�U''/,(��j///,cC�\\1''//�\\�Y//,It\\i�'//� m � o Va r i ab 1 e' Di amet er Bore To Be Large Enough 7o Permi t a' Des i gn Type P i pe To Be Pu 1 1 ed Or Jacked ihrat�gh. L G1 N� � N �� :6 � � � .L +0 � � i Yilt�Aa��iv���i7�1+�v�1�n��v���a��ti���ri�;nt��rii�,��►vrir,���v��.n���ri/x���Yll���v�i��c���r�r.����vlih��s�/T/��v+i� TYPICAL BORED 5ECTIQN Longitudinal View � . ,, # � Carrier Pipe r � � � � � TYPiCAL EI�D Vt�W Pressure Grout Araund Pipe. Grout shall be proportipned a5 I Cu. �t. �f Gement, 3.5 Cu. Ft. af ciean fine sand with 5uff�cient water ad�ed to provide a free flowing thitk slurry � �, NQTE: ' l�. Compression type jo9nts to be used if pos5ible. 2. If �ompression type joint is not avaiiable, hIJ type,s�all be used and • ����� �����e�tl� �������tPu�lingdp�pe�irrko � , place �Pressure Grout _ r Y 1 .At�vii�\11Y111,A1�1Y///.A�1tiv'//�c�\1HY_i/�l\\�1�i�\ v � � :. v a ' � � � o �-, � . m � a, � a a� L � .,. r. v ^ � � � � � � �n � � — -- ._ 'L a . • � c m ro a� . � — - � - - - - - ,�rra��ri�i,��wr�r?�� �ir�in��vi�ti\v+i/���r�71�c��Y7Ji7� � � - -- - I ��v'�l/l�����Yi�iin��a+� R.R. or obstacle of� � similar nature requiring TYPI CAL BORE Wl7F! .PI PE I NSl'ALLED bored i nsta 1 1 at i on of , Longi tudi nal .Vi ew sewer. � � - - - - -� - - � .�r• • �.. • 4 ��.�.� i i.:' � a.-.� j (� t � `^� y- • ' + . /w' •�� n �� t i.�r• ..�.� •{�� � 9 :�I .,Li�� r- � - �' � �' = -��`' r,� _ �i ��' �' � ~`.- � ~ � . �•'�'� ^ �r � � - < < � ��� - � - � �.`o r . Per9meter af Bore ������ ��� Materiai E ldl� Constr�ction E 2-15 i . 1 � i -7$ 0 Corrugated Black Metal Tunnel Liner 12 Gauge or as indicated ��� �, � ����� � �,.,, � 5 p e r i a i F 1 a n s � ! ' • Annular 5pace Grouted Documents. f . . . . . � '� ` . . �' . ti , . • . .. .�`. ,'� • , • • . . . . , .. •:•I � � � i I � `� I � ' 4! . Gi � � d N � a � � •� � I . d ; � � L Rll � } i N Qi • � ' . � .� _ �p� � ! � •� fqi yI ro � . L � � � a� � � � f �iC � • , ! 7 � � ' � ., • '_ . �, - . . . . '. • . . . � ` , . •� • � �osAnnul�r Space grou�ted -z_� ` f � I , ;n\, , � I/ � � ! .� 1 , r.�,� I i' � END V1 �W Cut Away Langitudina] Section � ��� o . - �, � : �` , ,• 0 .� � o �� , 1 D . _'$" .'r i rjs � - . .��,c��a Sewer Pipe N�i� � ° � Furnish � fnstall yrout in ratia f Furnish � Ins#all skids • 1 �ubic foot of �ernent and 3.5 as necessary. 5kids shal] tubi� feet of clean fine sand with meet tE�e approval of the suf fi ci ent �,►ate�- added to pravi de � Engi neer. free�flowing thi�k siurry. ' �-,-,8 ������� ��I�i��� ������� �aie;�al Construction ���1��� gl� E z-,s �'unnel L� ner Fi 1 1 Between l,i rer :;nd Set,rer .Pip� w; th Gro�at � � i 4—�7�1��� �-26PM 1 � FRO�� RJN FORT WOR7H TEXAS 817 595 3375 � „_... - - - _ a ���L� ���N� PIP� ��� ��R�P� �1I� 3 �� R�� PIP� SI���I�� — P. 2 PR��8��0 CA��g�� PY�� a KpW%�� 1���@ �l�BCK�N� le +��c4' ) A�' 4,� �c I� Q�K P��I�gQF�� , . � [a7ri�t3T f'����� l��F�� N�T ���� . �: . � �H�R� � �� �� �� ��Ni `f°� • � �� �$ ��' �Ild� • ��� - • ' � ' 1�iT� SU�I�I'�g 1d���� a���� �0 : � Pft�Y�E � I��� ���dING 1°�,ll�lG �[JRi�Y e . ,� , , . � , � ,� .I i� � , _� ' • • ,' ,I , • � , � � � ' - -- — � S�WER P1�� !t� CASIi�G ��YAI� , � � �:� ..,.. _ ... A�.,� �s } �'�' 1� � - -- . _ , ._ I �'�� 21 .. , � ._„ � . . r � ,� � �XlSClfl� SL��f�C� � � .r�lr' �� I . � ]�i-7$ i �ackfill as spec9fied 1' f , . . ' ' . � ' � •. �7r�*il,�llG�r1� �"�'. � . � � f � � � . � 1 � � � � ' . 1+ \ � � � � � • � � � ij� f l` � ` . ' � . . � . , r � 1 . . � s . • • , '� • . � ' • �' ' � ' •• � . � 1 � � ' . � r • '� .r..�•� � •�. � � : � - �. • ���:�� "f�•� • �,{..� s��•`' ' � '}::. �. , ',' � ��' • �U�!ti{�� .� ��'��;`����� ' '��:L!•�e"� .: � I -- �.:���:�T_:;� •� . � ��I� � �. . � . : ;:;,�:4�:;� � � b ♦ v'j,:i�R ��' _ , _' ' .. : , ` .. .f , .,.'. .. -.t.' �``�s. ,. .. " •. � uy�d "' ,-k; :x?i• :tir.: � + '���.� �'�Y'���!�\ C�.�� • � L� ' • . '�•���'i��• �Q��. �. .+', � t � :'iy y. , .O� � ` .� _ -;-+..El�_ �ryll� • ' �••�Y�rt `, • •, 'r�r•�'11 �F� . v: il .'. :�'1?� �• , :.` � , ,-,���, l� � : ;�, •;?;; . . ' . �,�' � ' �'•, ���a � ;.. ':i� {'� �,_ : -� • . �--r . ��. , :•!.• , -•'• ..� -:�;{�'.�,•:�r !L__ 4 :�� �. , , . . �;� ` ' '� �� � � , . � . � ,. . . : ,::' �'a::r � ;{�.• ; � . �a .� ..•: r� ,' • 'iar : �' `` � •�d1;'•;., •.+, �:, ,. . . : • . � ,' , , . , y ,; �• `� � 4=�i���11 f �l JI �llf� r�l; �f 'r1 �� �':r i +=7l�1 � j!r"!'� N �a� � ��� _ � Cs" min, dimension. 6" max. for �ay purppses when hid per cubic yard. , ��b" min. dimension. Max. for pay purppses snak] 5e �" o�� ma i ns 24"' and sma 1 f er, g�' on ma i ns 30" and f arger� whe� bid per cuhic yard. �3 �'� min. dimensibn. �" max. for pay p�rpases when bid p�r cubic yard. � Class "E" 1Sf1�# concrete. �������� ���������� ������� o�� ����I� � 1�7 Material � ��7 Canstruction J � � � i - - �_ , �r r �� , 4 or 3/� Roadwav 6" /� � -I i � � ••� ► i • rdlf�lrYUik.'1N'r����r�p �w � � Standard r � � _ Curb � Gutter7'� , '���� / aa � � I' _ f� i. .'�..` "�'_ , :,a •,. �,�_ / � — ^IN . . ' •;. ' . �. , • �.{•, ' � ,L f0 ^ •�•'R. .. ..� � �• � .i I� ,. � � � l y'L 2 1 a��� I_ ; � +. a � = > t' - - - - �--t� � sc �{� I � I� � � m . �� � � � � . ��� � � �-/ '� a � � �. � � 1 a�i � ' � � I � � r.n m � � ! . � � � � � I � � � �S R,nar3wav�� �� �. _;_��� Min. �a�ertight �Plug � �, � � � � --- - � � � �' ai � `� Grad� � � � ��; 1 ay Servi c i ne, Mi n. 2°J � .�_;��`' rGon� _ - - .� �� ` ` `~ ` � � _ U- � - ' �I f G. i. Mi n. Grade 1°/0 �'YPi CAL SEC�'l ON � � � �� � m � . L o r � �/ i � m� � �- c f� i�l"i �_ � � Standard Cur� � GutteT SeCt i [ n � /~ - — -�— -- � ��- _ � Service �ine Nate: Embedment and backfill as required for adjate�t sewer main shall ba in�luded in the priCe bid per sewer service camplete in place. _•- - - - - - . � � ` 0 r...��� � �� NaTE: . Tees Wil� Be Used Qn A11 Service Lines Constr�Gted At Same Time A5 P�blic Sewer. - �� �l �i -7� t��"�.�. ���wer s�rvic� li�e �oe��aan �� �� r���ke� �f tt� Ps� vir�y� tape �� l�as� 3 p �i �� �r�� �� n�il t�i�k ������e� t�� the er�d �f ��� ��rvi�� ar�� ext�t�dir�g �h�er�gh the backd fill a'� �h� �aaifl� flf h�tase ��rv�.�e ��nn���b�� d�l�i�d ��� pr���se� cur�. ���tl��� ���� ������� �`BG�lRE B �� E1-�9 hlaterial E2-9 Construction .� �' % R�c % - � � � �� � � l �- __„ . . � G'�'�� ���' _ � _ �_. _ , � -� � �����s rY� - _ _ ,-- � ; ' ��� .; �� _ _ � f \ ; - t� ���+ryooy� c��s�' r� � � ��. �.�_�- � q�Y�. J� �+�bll� [ � • . � � e ` a` / � \ t . � � � � {�. � � i . . 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BAiy$ i2�i� � 4. �rmia� corpora[ien an4 crrs �tops i w.�rv� af��� f �; /' 17• froa eaen �nA of qate •�Ir�. af ine'a+. -4-----� _ � I �� r'_ Carper�tim �nd crrb «ov aia�i tMl1 6a !" fnr li� ��v �6 I � rl ".6 _ � I$", 2U" �nd 24�• yiy� nm:nal diwcer�: 2'• fer ` �- �-� °-' � I� ) ;; '• ' ' ;ff'. •�d I�r9er air�ecsr.. Y' t�si �n�l! W �neEa r f-T. _ K . . r': •s � C' flanged wtl.t, .V['+ �nti�1���A atriater + r ��' . " 4it. Cnpo�r rl•��w �M11 Oe ora+ided ��en.n tn� !�_�� �' . ' -I - - -- - �i : Z' LOYeiI {TYP.) u• 7YR I � � li� TOP aarwra�iw. rM r��r9 titoaa. Cvro �toos �n�41 6� ! ,\:r• � 1 "� �:7'�6 � dM PfP int:�ll�� xe �n �I�w�ien !;" aeer� pne [n0 wF+ i , ,�eSewv�4 (Ywri��.�q7 !cr f 1 � - � i�- {Lt�' '1.t.M _ , • O �L./ � p11S.� S iO. ,. �r• �� ��; � � t'�" .� � ro i acorc ►� 5 �ul,rrtcn.n� cufnl�n �+C, a� tuPYFl�a pr Teia� "�.., .�,�.'� � /I�•ifet �4nrial* G.Ri�7 ioxi�v, Fm� sroe[n, � • • Ye�as. er �p�ai. � � _ . .-_ � ..-. . _ i . �-..__ . .. - 6. Crou� eim ,mrt�r i__.__ ;:4 .�.�_�__o� __�---- --. Ao.• -•�;-;, -� ,.:. :;•,o:ofo,o �-���'�"'r. �. i �-��r- ^ri,'��' a � . .�.; ; ;.o,: o �d� a :4 � � s ,: . � . o �. p 8�� _T. � ' P,.Oip� p0. 6�4R�. li� S4 �OTF1 o•.Y.:...� y•m ;•. �p .�o o�e-- .�:0 kyAY3 IiS �SOO� COqCRFi� �--�—� �------��-i �- S�CY1�N A-k� . � � ��$��� ���/��� F�� i�" �N� ��4���� ���°� �-�A��.. �°��U�� 4 � ` ..•�� � . •� V��l�� ��-', E i•14 +uliEeixLS [ 2- !• [OtiSTIIYtT10q - ' _� � _; i 6�� La�$ from �{ains. 12'f arv�d i�rc,�er t� �iave �at� Val�ee �xv st ing or Pr�po�d-Curb � '•m''� � �attom Re5t � . i— -� " �` �__ -- - ,�';' �ancrete ¢ .:+ Blockin,g r - - , . �• �•�r �ire Nydrant . B: . � ;=�''e. a i se e�re to a�a i d � • :, + �xerc � e.a•.., Pl�gging Drain (�oic Wit;� ' • Goncret� � � , � �, � � � �x i st i r�g o� ��o�ese� Cur� --� �..� Pavement �r athpr Surfac� - iren�h -' ��SG•- - —� I �� i��'l f, �• i, � '� � � AnGhor i r�� � Cou�. inc for Canneco °�ion off of G�no ,crete Pi�� ��" iam�t^r an� �,.�ar�er . - �'�` ' - � $ury �epth; 1) 3'd�" fnr Cast Iron �i�e j�.Z) §'��" far A�C Pipe Ref. I Figure 6 - i_i-7� � „ .. •— - - :�,� �_.'� � G�te 1!a 1 ve � b" �' i re Eiydrant Lca� � � _ _ —'I r� —Varias ��°_•.s p ,� ��t� �irc Hycra-�� t� be Se� Pi�mb �o I . � � Parky:a�Y 1,�]J�1/! �.tens i o� B�rre 1 a�d ; "5tem for gxtra �ury �ep�f� i f NecesSary l�inimum j C.F, Gr-avel' Proportionally � ; Arot�nd �a�e i i Co�crete Bl oc#c i �; Concrete Res� �a�� x iz�� X ��� �������� . �� �� .������� ������ �1���� � E2-12Consi I � � Butt and Eiectric Tack Weid One Enci. Tack Weld 4-1" 5quare 5truts Max. �" Long io Other �nd Cast Iran Glosure Ring %%i%i � T �� � � ��� \ . � '� �� /��� . I ��. \ 2" Max. Gap � --- - � - .�\\ \ \.v �iT1�T/Tl�/�'///�T/�%/_/,/,/,/,/� Cast lron Main • Cast iron Short � �attern 5leeve ���� � 0 Remove Weld Siag And �inish 1n Accordance With AWWA Specffication cza3 Pr3or io Installation Of Cast Iron Sleeve Pravide Struts Qn Mains Up ihrough !2" Only 1 f Gap Exceeds '�': C. I. �iosure Ri r�g I s Hat Req�9 red Dn Ma i ns Up Thr�ugl� 12". Construct As �etailed On �iai ns Larger '�han 12". �A�� ���N CL��UfR� RON� t-1v%� ��Gl��� � � �\\\ �1-7 Materi al �z- 7' ConSt ruct i an 1 � 4� �� _ Watar Ma�n T� � �- � r { �-_ � ., Yee with $ranch -- _ on 0. 00°� G r ade � � � 1 �'��,- i; S Gate Valve � — � ' �ing Co�nectian � � � Leac� '� � . _ �-� , , -, 5leeve . � I Tee, Ratate / up or down - i. as necessary � -- • �5ame s i z� as smal �er �_ , ma i � . . -� . 9 �90° Bend Rotate Down �;or up as �necessary I �provide Vert��a� 'I Q'Tie Down Slock As ° �Necessary � �� J Zee � ' � -- -� g0° Bend '� as neces SECTION `i�1��8 � , . � � Tee rotate as necessary Prnvide tie dawn block as rrecess� � a ry . ������L�, ��1�1� �������l�ltl ��. � � � � � � � €2-�5 Construction PLAN � .�•- 2:�' �' . ' � �• ., � ���•�4� �� � � Water Main over ar under as the case , may be I � NDTE: Bearing Areas shown are 6ased qn 15Q P.S.1.G test pressure and 3ona P.S.�. �oii bearing value. t � ' ' PZug � _ � � �ee 150Q� Co�crete .'��r, ��.!` ;°A�: / . -- - - i•• •r;9t,,•' ��q� �q�,.'_•�.�•P; _ _ �. . ' '. . '.'��•_CT� :'•. � � � ��.f < <�� ��o. �.1'Y../ '` w�.t �o� : � � � � L � •'••r;,f•• . . .•�, �, -', � - - --- � - � '� ' p .,�� "•. r': ' . . � :►• �h' I; L:;�p� r, � � i!X! 1 : a.:.r•��.�, t. -�, f�� •o x1 I l r, �,'.+'.�o � r .•' :° �i •`� _ -- l I '��" 15�0� Concrete ` N- - - 1 . 9 �� �� o . �� � fs., /�� `�a. � s, .:• :'�0 Q � e�a':' y .,���p���.s "• e�''O . S r ^ • ,�;,, ,.s;•:'d'. u . • � ���� • *'8�' i�d. �� e�� ��,s �s �� !,'.e ;�:.4Mj;.;::�. � � ��1�lZ��VT�� � ��,�C�C�N� �A�L� 1�� �� P ��Dimension "X1° May Vary !f Necessary Tn Provide Bearing , AgainSt UndiSturbed �'re�ch Wa11 � ��__ -•� � ^ �• ••---•-- . _. - - - - . �-w...T .. ,. . - :. t !'i pe X-:. 1 1° � 15' ��° v 3�' 45° . 90° Tee � P1 ug }� • _ ' Size Dim. - -T��n• +`��x- ^-'r��n.'Max. Min.� M�x. ^Mi�. ��1ax. Min. M�x � �t. '�A'i ArP� Vnl__.���R�� Area Vol ,_'��" _ Area Vdl . r'�_Area Vol ���F�� arpa U�l . I 4" 1�. .g0 .�a .05: .95 .9D' :05 .95' •9Q .D� .91 .�2. .05 1,16 .�� .05� _ _ �. . _ � 6" 1.� .q0 .�� .05 '.9S .44 .05 1.05 1.10 _.�� i. 3 1.gg .05 1.19 1.k1 .05I1f g�� . �.5 .9a .8 .05 .95� .90 .05 i.�� 2.00 .05 �.�b 3.47 .� i.57 �.�E .� lo" __ 1.5_ _•9D .8 .a5, 1.26 1.6a .OS i.79 3.20 .i 2.15 5.bz .2 1.99 3.9� .i5 . �z�� �.5 �.30 �.2 .05 �.�+� z-•3a-- .� V �.�4 �+.50 .2 2.�3 �.ao_ .3 z.38 5.65 :2 �I . i6�� 2 1.4� 2.0 .1__ 2.00 4.00 .t 2.83 8.00 .4 3.75 1�.�0 .65 _ 3.16 10.00 .5 . ��" � 1 .77 3. io .2 2.54 b..20 .'i �•52 �.�+D .6 �.i4 �.OD i.ls 3.94 t5.55 ,75 �. 24�� 2 z. 14 �.50 .25 3.oa 9.00 .S '�.z5 Z�la ..95 _5.65 ,--ao 1.�5 �+.7��Z.6a 1.05 i 30�� �.5 2.66 7.1a .55 �.78 �4.z0 i.o S.3o z8.2a ].75 7•05 ��ao 3.�+ �•9135•33�-1 36�� 2.5 3.33 ��.00 .�� 4.�p zn4� !.� H.�h ++a�8o 2.6� ..�.5072.�0 5.1 7.2a51.002.95� 42�� 3 3.72 13.�c��.2 .-.�.25 z�.6o x.2 �,�+i �,�n �.1 �.�Q �.�a �.3a �.00 �,751I 48" 3 �. 3$ 18. , 0 1. 6 5. QO 3fb00_2 . 9 �. 4$ 7.�74 .�_ 1 1.�� 135.�A 10. � 4. Sfl 9D.0 6e 1 - '����� �.o- ��oo �2.�:-�oo b:7o �a�oo 7.00 _ g.4o_�8oa a.00 �3.oa 620 �s^ar� io.��il5ao �2.0�� . NOTES: Minimum �reas shown are in sguara feet. Volur�as shown are in cubiG yards. Verticat dime�sion5 of aii 61oc�C bearing areas sha11 be idantical to the harizantal dimension 5hown. l��RB��RI�A� �L�CK��G �E`�A►�L • ^ �d BEl1d -- �� � � � � � E��-2D Material 1-1 �%�i E-2- 20 Const ruct i an � I � � � ..�� Con� , ,o -- � - � � ,I .,,i•� Al++ •-•i`4 , � Be 1 Z Be 1 Z �end `'-' �:. ��:-� :. ��.�f t�=`:::: ' '�-` � wa' �;.,, � "-==� .,•4 �s' d'� � ��'� �a „ � � _fl� � � �YP• � � Rl���f�R .G���C�°� JOli�i. ' . M. J. - M. J. �ersd � . � _ —. _ �. , : � �, �° �a � � , :z�� r�if�'�4 �• � .'�'.•fi,j""; �% 6�, Main � _ . � - � . - - - ' ','.�Ua1: �� i • �.7 �i.': .����i r��. .}•�':yi.�� :��� ,,;.'� ��. _ . ,: �r�.":;�; •� p..�. "��.f � 150D� Concrete . - I �' �� . ., �.�-^� � �•.s' .�;., ,.� : ;.,�, . . l • � ��Y � ��r?yZ�y' �� ��� •'� i�`� � ! g �i trj�y' - , e ;••.• il ��� r - �!' i �r� � � /}��,' � Ta•fryr±q ' r•fh�♦ , �( � ` _ arLa-.S� � 9���'=`�. \ ' �1: o�� � . _ , � _ .,,`.� _.�/ \ , ' ��p• � ���H�N�C�L J�lNT �� ��Be1 joBe11 • 8end � � 15D0� Cancrete � I �Keep a mi n. o� 1'�0�.' �clearance 6etween conc. and-�oints or ii�o ] tS on �C. I. P i pe. ,�o r i n ex�es s of 1��0" as detaijed. , Ma i n ^ � - �_ a�.. "� � . � — � , � , ,— _ o �, - — c,Y�.� - ••-- -- - — �•ti .LIS. �� � ' + �.ry= ' i ❑�r •� �� ; : :��;'� � � � Y %�� Q�"� .: ' 1 +ya�s'�j"N6�f� ,,'M ;;�1, � � _•a'Vj� `'.� ��i��'r�'.' ilfuP,,��':;',�.•i' .`!:� �.: •�'S 1r, n,�.+d _ - i,,��.rp`•'.'� ' A �'t},'; �r`.' /��� iir:' � � i•:`�{;y� 1,�..•,kf• .��� '"Y : f >1.� t.. :.y�,+ `r; •..- . . I.i' � �' �r� .. + � �I�Q1�_ �� � TYP• - ��LL. A►fi�� �Pl��`� J�INT Not�: When cr�dZe i�5 'fied � I�i-�i��� ���1��� . ���6��� �� Trench width: - 1. Pipe 2�" i.d. and smal ler =� 24" ar. o.d. � 12" whichever is greater. � � Z. Pipe ]arger than 2�" = fl.d. ot Pjpe + ]$��� `� 3. Ccadle shall extend a min. of b'' beyond ��i ea�h side of pipe, , ' � � � show'n or spec� f�r installation on concre�e pipe the full joint length of the pipe or fitting shall� � cradled. _ :;. . E 1�20 Materials � � o � o�$ , E 2-20 Cor�struct i on i I' I Ciass "� " (�500#) Con6rete #4 St��l �r ; Wrap pi�e witki ' ��# roofing felt i � \ , a �'orm �s �ecessary � � .�. .� � � � � c .� 0 � a� � � , � i� � �� . �/ / i� �' / � / s j / i� i i /_ BEhf�S • 90� 4�° �21 /2° � � 1 J4° �Vol. Req'd. C.F, 39.99 2i.64 1I.03 �.54 A ��. 2.�D . �.42 1.Q �.�5 fi B F�. 4,� 3.8� 3.36 2,�5 �C ' ��. 4,0 3.88 �3.36 2.�� *Va7. Req'd. C.F. 71.09 38.47 79.61 9.85 A Ft. �.83 l.fii 1.5 1.0 S B F�. S.0 4.$ 3.66 3.2 C Ft. 5.0 4.8 3.66 3.2 P *Vol. Req'd. C.F. i1�.07 60.11 30.65 �5.40 A Ft. 3.25 1.92 1.�� 1.5 10 B �t. 5.9 5.6 4.25 3.�� C �t. 5.9 5.6 4.25 3.?5 �Vol. �eq'd. C.F.�� 159.94 8fi.56 44.73 22.j7 A �t. 4.�i �.4� i.42 i.25 �Z B �t. 6.2 6.D 5.�4 4.2 c Ft. �.� �.a �.�4 4.z *Vol+�me calc�Zated on the basis af concrete - react�ng thrust on the respec�ive bends under a� internal pressure of 150 p5ig at the rat� o� 150 Zb. wt. per c�. f'�. of cancre�e. ���� ��� � 1 . !l�RiICAL T��w D�vV� �LOCK D��AIi.� � �� �7$ � � � � r � � � � �1 �20 Materi ai , �d E2�20 Construction �� � .� � - - _ �� �.� �� � � �� Keep concrete clear of �ipe joints and 6olts .'�? � ��` � � � i -- � --� - � - {����� Qua�tities will be specified . on plans or directed by Engi� .� •- neer. � Grout over axpo5ed `� stee� straps � � .' � l ,.� I� ��i #4� Bar Steel 5traps � �� variable quant�ty � d�pending on thrust. �o rm a s ` � Necessary • ` .o•.::e':: � . �`� �a;•''6i; � : � Z�jOQ� CORCrEt2 �j�4� � � ��''� .• 1 � . ` : . Keep concrete clear�of pipe joi r�t5 and bo�t ••A,•• 1 �, � �� `` 4 �' � � � /��y� � � ��' � � � : �� �� � `, �.P✓� � / � '.xr :9f � �� .,1� �� ��G •,8�� .x.'o,:i'�:. : �.� � .; p�, ?�+ bars both ways 6" c/ c f � � � � � � � � I • t f � � �� �i�►'�� � � � � ��� � � ��� ���, `�� � � g1-20 �a�erial �J _�o��7g . E2-2D Construction �" -� � ; Keep Car�crete C)ear af Pipe Jo�nts and � Baits '�' `;� � � :,;.. � � ,� .�4 . .,,�� , :�. �� I � �/ ., � �4� C� . �' � �..� r:� �/ `i � ` s � / i� � � � �`�. Bars �oth Ways . b"' c/c � f .+� ���� � Q�ant i ti es wi 1� be speci �ied or� detai l plans or directed by the Engineer � O�i �"� � � � � � , ... . 1/���'1��� T�E�DOV�R� ���CK t -, �,� �.I��J�� �� . � E i-2p '•iateri al ^ -- — , ,- — • - . - ,., , � 2-ZO i.onstruct i on -- — — . .— — - - - � — -•-� ;4,�.-.— - #4 Stee i Ba r St raps i r, variabie quantity depe�d ing on thrust.' � � ";�-�-� Arovi de �ormi ng as Necessary � �S�On Conc re te ; . � ,,:," �� � �a � z_ O �r - - - - I! , �� I ' I g�, 2 � _�� � - - � ��• � i�. ���+r�►�i��`. 1��t���i��'��i��.♦ ��+��'r*+�����1 ♦..4. i. � .+�+♦t���� � � ��� __ i � , , � . .. _.. . �R..i. i.�cJYt'+i:.ti,:t.!:..'� Form And Fil] Void Wi th 2500� Conc rete . � s. , +' r � Casing Pipe — -i �arrier Pipe - - - ---� .� . 2" I.P. Plug on � of Carrier Pipe� . 1$" Blind F]ange , A.S.A. C1a55 �25� �`Manhole Ring and Cover � pLAN K,in3ey lr�on � 5tee� Go. I A24AM wi th "Wa*.e�" � ���t in Lid, or. equal Mortar , ' ta:'',='�a't:;.� . 5tee1 Bait Gasket �ronze Nut �,:. Brick `�o Surface iwo � Or More Courses or p�ecast _ I�,., conc�ete grade�rings �p.!it�.'.1 =: i� ; 2�OOrr Concrete ''"',��:�; ' ' g�� �7. H. �ars z,-j,� ��� c/c .�� .. • - ----- 'i ,�y., — . Netessary �engths Of 4$" �� � . •� Reinforced Conc�ete•Pi '� .�� 2ii_�ii Z�n��� '� Mar�hole 5tep5 At ' A.S.�.M. C 76, Ctass ll r�-,:-f" __,. '.�..V.c�/c� t�aggered 12" � ;:..- -�- . Or �quai ia Be 5et On ••� •. Vau�t WaI15. Seai Joints 'at. No. 99, or eq�a) --�� •18„ �� ��d �' - ldith Concrete. � �3ars � C� IZ" c/c..-7 �lange 5ee ' Bars �+ @ 9" c/c ��: petai 1 :�� 4lrap Pipe With Aremold , Ba r s �{� 18" c/c � °��.o�; � Ma t e r i a� ,` f Bars ,�+ @ 12" c/c� ��;�. �� - l ��— i � �+ pi pe wi th Premr�l: , ;riai � ` :Tli er Pi pe , � � 8a r powe1 s C�' I 8" c/c �Around Except I n '� ` � Jf Pi pe - : 8" �'-0' �"� Zro�ii � , �� . !�j' Cas i ng P i pe � _ , - i --, --- - � � I � i ? � I � � - � �:, ,� = e:. : � ; � � _ _ _ �, � °°� ,,���}�=r ;;c�,•� ��, �,a $r' ihi ck �loor Slab .. l.. ; �r �` s:�• �t.+. •�,� �7�� �� �.p;-.�;;�;m,. .� . ',�- <� - ..._.:.•�.' ':r���='•� �*:�'';�• k;,,lo:__�:,--;;ti.,f:�., �r;�: ,�,.�,;•:,." ..� �`�+ Bars Ca 8" Both IJays 2500r Concrete �,r � Concrete �te5t 5£CTIOlV ������ ������� ����1� Ganstructio� �I���� �� Mater�a� E 1-�0 �� i � � �� �1 � � � ! � 1 / !I �� � «� r � �/ I lA i m i i�Illitlll� I - ��I�I111�,�� • � ,� I�� T , 1 3�" R Cutoout in Gr�dr Rings �� ; , �� , �: ,.q'� • a•� !�. ��OV � 4�� /i.� ��iL° e; �p e °: o • �.o'�'o � P� •=\\\=01�\=11� M,��pell+c�tlet�� �� �OP �Oi1C. �Ip� w i t h ar�6hor �o�p� 11a 1:a.. �.� ��_a P��n 5ee F i g�re 3 ,. �(2�� ,, � ' � , • o=, _; � �, 6� b�;, : : ' , �� e o��p o b o.�p;e.of••;:e;� _ -�� .d.�e.•o•.�e.p.�ea';o•o°,.e•:.'O; � '•: 1���=���=u�=��� —�� .� �•.� � � �Il Pa�.-�p��� �, ��, ,�e� a�. o a;l +'�'�� � � �a�$ Il� ' � �.', •• � • F �F� �� � , � ;M 111 ��� ' ��.��': ill � � ���, ���. �sao# �a�,����� :fl l `� � support �, � _.� ::o °�.. �� ��.ta� Ref: € 1�1� ; dao�A�'e�•a1,,•',• ��� o�. e: oa �:D•�.-.. �����« - °�'�F=. =i���i�1�11�` ���ii 8 � 9�" � ,�Ref: E 2��-� , ��i -!- --�-- - '._� - - — + � •��� 6� � Fi i n . illd,o � • E S�opa as 'g�ti•: � ,•�.. � .�- .r. °,�.� L�dge � � ��� :.. �� '''':. 5E10Fn'�1 r• +�. � �.,.�, �":� � � '1`.i. ���..�.:. i �� � � e '� .. .o y? • �I� -�,:o- �•Q� m"�ii � 1 � � � �' � ,s � � V�� .��•q•• � 1� J �J �� � - �� 6 L ;0��� • � � �=���= iif-�)��-1��. �! ,; ;o i0� .;; 6„ � �� �� , ! � � �� aJ G�t� �+� 1 ve � 1 a" 16" ��- .� ' Dia. 6�� �4in. � 1� Se�l ptpe to wajl ho1� c��-out wtth non-�hrink mor�ar ec�aj to i part �,lcrete, I 1 p��t c�r��t. 6 pa�'�s smnd. I O Detai 1 s�of c�st��ct ian sh�l i eonfor� to �i gur� tv3 3� Glass "F" 4000# conerete wiCh Alo. 6 steei bars sp�ced 6" c/c eac� way. Steel bar cover to be Z" �in., �" max. from 6otzom of e�p sfab and fro�n tap of �toor slab. *� . STi4[�D��� ���1111 � �� � I �iT➢� �° - ���N����R SURAF� ���JHO�� ��`T�41� -�- € 1-20 Marerial i � _j _�g � � � � � � � � � 2-20 Co�struct ion . �.- . �..�� � , _ _.� �� ,__,�.. _ �� . ,� _ _ �. �; 5treet Surface � � ♦ e . , � . , ♦ • . � � • • � • � • i • 1 . . - �� 1��rr�nn��,�uir�i�ir�irr�rliiur�,ilr�rl�r���'i - Concrete or Cr�s�ed Stone Base BACK�ILL: Compacted �or Permanent Paving Mechanica}]y or jetted � See 5pecial Documents � . ��--�: , , , .Minimum pepth After ' Campaction `s Granular EmbedmEnt �o Be Jetted or 7amped Crushed Limestone �edding �or 1�ater Ma i ns t b" D i a. 'and Larger and San. Sewer lines (See EZ-3;E2�3) �� ���., . � Pipe Size �itch W;dtf Di�ch Widt� Ditch Widt Ditch Wall , ,�W„ "W„ „W" C]earance "I . D." C. I. Pi oe Pretensi one � Prestres,5e _ "A" ,,._ � � _ , ; �1GUF�E � 9 Z�ii Z i oDit ���� 2`_0�� ^ o ^ � qtl��� F�i r � i ��i� �,6'a ._. � .8�� zi�o�� •-• _ � ------ � � �ii to�� 2�ao�� �-_----- _- - 6.$�, 12" �� Z r oZi i'-• --- ---- _ - - - _ �°� � � 16'� 2�-6�' 2��7�� o ��, �20�� z��1a�� --- -- 3��a�� -- ` -b�� — 24'� -- -3 � _Z��_ _ � � ���� — � �— _ ��� , �D,r o _ � __�� �6�� -- — {'ii ���� d -- o--- 5, oa„ �,�� �4z�� o . _ � .- �, o��� - - -y�� 1 —4s,-' - -- � ----_ -- -__��02,� - _��,_ � Note: Granular embedment is to be inc3uded in the price bid per linear foot of pipe. i°�r��c�� ��ll����n���r �����I� E 1-2 Material F �d� Constructinn n pFC I �t � �l� Si� � ��6� � �ai I I • � � • r I `y�_�1 i � r � �c kf i 1 l�s sp�c i�r i ed �- --- --- -. � ' , . � � � ',' � � ' � ! . � , � ` ' • , r ` ' , �� ' . . ' � . � , . � � ° � � . ` � � • . 1 . � : � � ` . ,�+ ' ' U. � . . . , • . • � . , � . 1 � � ' � • � � • ' . . . . •. � a'.'•' • . ��''`►' � �T ! r ; � �' �y: : M )}�� .� � , ••• �' f I+� '�`,,1 , •'• �~`v ' ••T�f✓ 5,~• t. t• • !}�� ' � • ��.f�^�':��. � • ' � ' �'� b�y � ' � • 1 •��.7�� •aa; . �"� � , �.y.' +•� ,� - ,�' ��� ���wa�� • . `': , ,: .�:.i a y;� •'�j� � • '�. :� •;��'tis� ��.• • -' � . W �u -- _ •• y • .� ��•� • � � • � f +•_ • • ,,j•+� '�I • . : � : % '` ! ' � •� ���:i;�� :�._k��_:�:���� •'�T Fi *'�.": � � �� !';` 1. �Y . - - — -D :• '..� O• ' • •' �.�. �. .�; :���... :;, "i%��;� , � t�, � ' , , ,�y,��i�Ar. � �.� � �� � ���1+�'it'',�il\• . � � •e'•�{ � `' � . r, ' {� • . ��� . �•�, ��''' �,• ��.�`':3'. � '� � r — ��11�1t�1, ��� . .6i i i �: � �.;,';: - {� �� i �" n�in. �I�ensio�. �" �x. ffl� �ay purpo��� vah�n �id ��� cubie y���. � � 6" min. dimension. Max. far pay purposes shalt be 6t' on main 24" and sma�ier, 9" o� mains 30" -and iarger, when bid pe� cubic yard. � 4" rttin. dimens�ion. �" max. for pay purposas when bid per c�hic ya�d. � � C2 as5 "�," i�00# eoflcrete. Concrete entaseme�t� , shal� stap i' either side of ,joint� and whers o�e�s��g c������� ���sgu�� pi�►eo ��il l���ths g� pl� sh�ll b� s�c�sed, Jvtr��s ��el�a��d. __.—_, � �������� ������� ��� ����� � ������ �l���� �� � �`�l Flate�ial �� . . , � �7 Cons�ruction � s I —� ��: �I� .,^.. : � �4 � A] 1 Pi pe S� Laid To Gra 5hown an �h �������� ������� �I Liner Or Gasing Pipe squ i red. Wate� Lines Shal� 6e Seeured �y St�uts. Ca�rri er Pi pe Variou5 `�ypes Of Ca s i ng P i�e May Be llsed, Conc,, Steel �orrugate� Metai A Permit.ted 9y The Pians And Specifications A 1 i � i pe Sha 1 1 �e � Lai d �'o Grade As Shown Qn �he Plans. f • r �` Various Type of Casing �i pe May �e lfsed, Corsc. , Steel, Or C�rrugated Meta} �_ As �ermi tted By '�he Plans .i And Specifications. �� � - �� �, .�� - ,� . ��. �P�fV �l�T Or ����� ���°ria� 0 Adequate Slcids Sha11 6e FUrnished And Installed 8y TI�e Contractor As Necessary Ta �aciiitate Instailation Of Carrier Pipe. � �ressure Grout 8etwe.en Casing And Surrounding �arth On � Eored Sect i on. ;a5ir�g Pipe � � Water �.i nes Shal 1 E�e �Secured by St�uts. :arrier Pi}�e 4dequate 5kids 5ha11 8e Fur�ished And lnstalled By �he Co�tractor As NeceSsary To �aci�itate Installation OF Carrier �ipe. a �AS�R�� D���4l�S �� �1�I.l�E �� 3-1�]8 � l�l� Material � € Z� i� ConS t ruct i on ; .�, _ — _ . Press�re Grout Between Casing And ind i ng Ea rt.h � . ' ' - ' • — •� � �� �xi �t ing �r�fsc� t t - �ni,br,.,.c��ic�ri�s�r% � f : � , �� , � .� ,� � � � � � ,.. � ��� — � � � � _� � � � 1 1 I �l�fl �.T� I �-�r e � �• Existing S�t�er Li�e � � �.�� - ��� � -� _ t ����— �� � � _;� . � - � _� . ; � .. �__ .; �.. .� , �N� _�„ „ �, 1 i 1 � . � .: ' . P��pos�d Vat�r.M�i� , - lf1�71��lL�T1T f - �l +�ar i a�l e tre�e� �vi d��. � i pe 1��gth sh� 1� be r,�s�s�red �s 5��fl��P� t��r�ch �a i dt F�, (Ref. €��2.16)� plus fo�� f��t. (4'). pba l�i�ts wi11 b� �lio�aed �aitf�i� t�is dPmension. A miRimum bearing of ��I" shali be re�uired on each 51d2 af the trench. �2 �es�� 1 ir�s less �ha�n t�;el�re in�F��s (1�") i� di�t�� sfl�l] ���piaee� �ith Glass ��� ca�st ir�n pip� or su�pa�ted �nd e�c�s�� �y � rei�forc�d tancrete �am �r F i gur� 2�a. �r. sery i ce 1 i�n�s sFra � i b� re�i �c�d wit� �xtra stre�gth c�st i ron s��l pipe. �3 T'� j ain iflg ef ��5t i re� �ip� to cl ay or c�crete �i� sh�l l� n�d� with �DAO#� concrete collars pe� Figure 112, or with approved adaptors. ihe sntire a�ea excavated to accompiish the replecemerit shalt be compiete�y bacicfitled with 6r�shed limestane and thoroughly co�npacted to 9fl % Proctar Modified Density. � The minimum clearance of sewer to water linEs shail be six inches (b"). ,-� . �� r � + /-%-�tg .= SANl�°��Y �EVI��R �.IP� ���LAC�IV���Ui ���A�� �� � � � � L � E 2�2 Co�struction • --- � _i' - � � � 8 r...��o-i�9 s101'�ac@ R � 1 ■ d � � � � 1 r � �' . �� Pru os�d� a� r a� � �p &d e P� 6 n t�r � lc�l�r�� Cl�iside diamet�r �� ��81 �°� ° I _6°4 c/c TYP- � ��� � � • . S��t a�� e�p�oo_eeA�e �► �- --, QI �fa��a�Pa tfe�oc� a��dt�e. C��ss "p�o 2���# �'eirof�t-e�dl cexecc�e�e se�ppor� bea►� �v�d e�ecas���t Be�tg�h sh�01 be meast��ed as the sta��ard trench widtG�, (Ref. � 2--2�Vb)� ppe�s fa�r feet Q�'�. A mir�im�m bea�dng of 24" an �¢ndiste�rbed ea�r�p� s7�a� 1 be �-e�sai�'ed on each s pde of tP�e trertch. �2 Class "B00 25�0# reirafforced concrete s�a16 �e use� (n CDPIS�C4�C�QOfp n� a suppork beam an� encasemenE for sewer lines tweQve bnc�es �G2"} �iamete� a�� large�. Sewer pones Dess �Itan 'twelve 6n�hes �12'°) ddamPter, with exceptiore of seweo' servdce � o�es, shall b�, replace� by C�ass 150 cast iron or s�pported by aForemerit�oned concrete en,ca5eme�ta per �ote 2, �igu�-e 23. �"he en�ir� au-ea exta�ated to accomplish the construction of concrete se�g�po�t V��am and encaseenere� slna�l be comple�e�y �a�c�C�alled wi�h cru5�ed �Bmesto�e and Choroughly compac.�� �a �% Ps�nc��r E�od' o� Q�� p�r�s i ty. . . 1�1-78 � Ii4�1V�aGr . , �a. � �a�sB ly1 �ach way �+� -� . � . -'a�% — . �' '�40,' —';1�'.� �' �o —�--�.: .�v:� - - :��... �. ._:':__. �'J��: '•'L; �-s,' _' ..�o _ ��_I ~^_� �Ci . S'�% � � � �• �nr� T� � � �i� I � �xis���g sc+�o� 4 i�c ��°' �'yP• . � � -'� � , ��" �YP'� ��ee TYP• � �a� �YP• �, �6 �avg� welded --_ � 600 �' ,-- wo re an�s�t, iength � of enc�sement � ! un i a�tss j�' - �+ � � ��om r��* ' ' � 61° I`���. i . . . � •••.�. ` � " � � �...r ...�,� � o � �vP • �, � - � 1�7 c/c Tyry. �` + � . � .. _.� .� —. I � . �������� ����� ���� ������� ����1�� �"i �� � _ _ _ _ -�''} ����a���� ����� � ! � 1-20 Platerials . E 2-2U Constructio� 1 i � Z� � X 3/4" Bush i ng - • - - — - - I3/4" 5ampling Tap - ! ' - - � ��' � - ,- { � f. � � � � x � s� � • o � � N � 'I„ ■ •�� �� �%/� �• � � S�GiG'� 1 j i .. � - =---Y --- : . . �.r.. - . � -,�;M -- .,,. ; ,,.,.��•� .�� . � • , : *•-s. , ..� f+�' :i�,;�,',�� ,; � ' __ . ' = --�-� . ' _��.. 'r% ��� ,�;i� �a" and �arget- watar Lir�e � : . �-.- - • . . —:, , :. •, - :-•L-_� � . .4 -� � �� ;�'' - , � : '� ", •• ' . �A-'` t �? '"�' �• �._ �'•. }... - • � . ' �-'.-. . • , -- •.'•��,•� ;.., _ .. :: � -:,; �' '_ _ -__. . ;, , . . _ - +. ' ;,• i Embedment�--� _.. ,�. .P1 u after Sam g � pling x , � � ----• -- - � ���—� � � h. -' •.�: ; --.• e - . _ ! . �. -Y r �^ +� I •,��. ��� • . . � ��,• •I• '�1'�I,�• �rr'�� �.ti�;�, !•�,,���ISI " - - ' ;� '.' ' • . ''r ,�'',�' ' . ; -: . i_ •- ,_ - • _ _� _ . • .., � � - � i•.! 1 �. 3"' and ��aT'ier Water�t;�� ¢�� ''�.' � ...�'' .• •'. ! ,�i'';i:rr �' : .e. •� �%� � .'. � / �� �� � �r � ..' ' � � ����>� ..� • � ' � • - . . • ♦ ♦ � �.I '1 .� � t y ' f • ' t ' 1 J � ' �. . ,• � . I���+ ' � r•a•' � i /, � • ' • ,, � � . , , � ,,i ,', � •, ► ~ � +� ` `: • • � • i + � , _ - .., T- � • . •�,. . �• •S' �- � � _ . . ' . r �• •__ � ��r- li Embedmentc � � � , �. � � ������ � �" Te� Aft�r Sterilization Remove Piping and Install Plua � � 2" Gate Valve 2�� Short Nipple 0 2" Coupling tio be pl�gged w/2" C. !. Plug ��ter 5ampling m Ghiorination biowaff and sam�le poiat for d�adend water piping. Contractor is to fur�s i sh a 1 1 1 a6or ar�d materi�ts. Materi�l will be remove� and reta i�ed by ti�e GQn- tracta� after satis- factory,sam�le� ha�e - beer� o�ta i ned, Concrete Blocking, per Fig. 9. � ��1'"'�S rb���� ���1�� � �ND PLUG CH����iV�`�I�N ����V��'F AN� ��� ��� [V� �� E n�i ����R� �7 E 2-2�+ Construction Spac. I�OTE5: O] 6" blind flange tapped 2" with 2" brass plug. O2 125# pattern blind fla�ge drii3ed and tapped far 6" bli�d flange. b" 51ind fiange attached with bronze botts. Gaskets sF�a11 be t�il faced as otherwise required in E 2e�. ��iftir�g lugs shall be provided in �uantities - suf f i c i ent to 1 oft and handl e the fi ange as a balaricad load. • O AttaeF� the 325# pattern bl ind flange with steei boits and 6ra�ze nuts then cover with cement grout after instaltation. ��25# pattern flange, unless req�ired oti�ierwise. Flanges and bl ind f�anges to ba desigr�ecE to withstand press�re rating of pipe. ♦ �6 Wye bran�fi to be one � i ze 1 arger ��an, b�t �epered to standard run r�ormal diame�er uniess otherwise specif�eci. . � 5tandard ruri diameter. .� • . / ,� � .� ; . �5� .� 7 � S��N�A�D ����4NII�G �I�E ���A9 L � hlaterial Specif;catia7 E f�� Canstructio-� �pecificatio-- E 2�4 , �� ���� �� � .�� . 1-1-78 . When a f i�e hydrant i 5 ! o�ated at end �of �Lai�s 6" and $" in diameter, wye may be omitted ' ;� ' Contractor wi � 1 mak� a reasanaial e effort �o prevent bacic�f�ow of purged waCer (See �2�Z4) � �X�"�ND P I P� R 15�� RB01,r� GROUNp L.�V€� . . ��,� . �,, _ ...i '�ol 1 y�P i gr' CAP A�gT�R D 1iGH �1A5 ��EN ��k�Ai�R�� �� • � � � '� � •• � �� _ • � � ��� ` . � ,. .� . - `� - - - — `� _ �� . . -- 1.' Install h4J Wye at terminal end af main �. Clnsure on A-C pipe wilt re��ire "�ing��ight" to plain end adagter in addition to �4J Wye 3. �l ocic �dye stre i ght ru� end �l �g �. After �leaning with� "P�11y�Pig" ins[a}1 branch end �1�g. - � �l���N��i� 1�UY� D�iAIL �. � � . ��� I��N - ������ �YSI��N� . ��'� A��� ����� .� �IC��� 2� . �j_'� F�aterial � , �o�o�$ �z-] ConStruction `� . , i ...I '1 ; � ti � 30� �, 3° - �.5`° ' s + i � � �� ; , I ` ' 1 � � f . � 2.25'° � ' ; •; y ! � � I i` �� � � � � e �� �' . � I " � �� , , ,.,. _ , i -...��.� ... � -� — z.z���. � ' 0 e t�d� � I �i�1�r I •�� . . .—� _ .! _ � .. ' �� �. ./ �/ r--�:-� a-�--� o�l� �l�s 3 eo .� I I 7 pe � n na' ; � dD a� �` � ■` . � 1 f y . ir t �t " �.�oe , , : � , 4 , f � f � , t f . . l i � f 1 i � � 3'° � j ,� ] I,.�.�5ee t I �-�-C�� I � � I � ���� � . � �� � I � }, : ;' f � �� J� - - -� ► . � � . . � ., � �I�i#� ; .� I� � - , � i P`� � ;O � I � � . I ' � � — � ,..�;.... I � _ � �.�-J°� . •. . '� • � � _ �' I� �/ ��� ���IQ.�S . � , '�. ��n� ��� ������ �' . � -�y----� e � I� ����� � .� � � 3.z� o, 0 + � �� AA' � dll� � e � � 7u�! �Sl1 �a���°� �� S�a�e i� °° � j ° ��-� �v�s�ru��i�n ������ _. � . . � �'J w ���,r» L������ �R�CESSED F�.�SH) �r � 1 � ^pT � � _ � ::.►� •• •• � ►�, ► �a - � 1►�� ' _ •.�� . �-- �►���i�i�it�`r� � �: . � �!i!��. ! !;�': t��-� ir-�. . j��a���i � ����.: r-,►•� �-Tr�'f� � ts��--�♦• l����S����-7 � "�'� �!•�-�-s-���+ � �:�: �4 7/96" � [36Tmrr�]� ��V�� ����'10�' � s �/�• �� g����p� ' �� ���,s- � 2 �/�e- (r"" [��sm�] "`� � [s2�,�,p ��z �s/��'�� [326mm] ! 5 5/B' [38Br�rt�e� � .i � ' �_ 2a^ � �'508rmrm�. 23 7/B [607mm� - 13/1$� [29 mm 2 �/4�" [70mm J ��.. i�i'i` r►!s! � J---I i� � 7 a. � �� x '' � ��� a . ¢� � � � ' �� O G4 � - - �% ,� � r�� 2,� 3/9" [594rmm� _.' 7/� 6' 2 �/4' � - - � [9Ur�rr�� � [5�mm] � , �� � ���� ►Ir'.���� ��Q.'����ii tlDmrnj zs' �sso►�m�� � _ z� �/�- rso��,�,� i � i i i . • :. 21 3/4' [553re�mJ z� s/ts' [6��rnm� �9 3/��" [792mrr� f � � 6 . , . 's.. I I i 0 0 �CGT�I �fF F�RY �IORi�I� W/�TER D�Pf�FiiAA��f"G t �0� T%IP��CGCt�4�R�Ot� ST �O�i t�0�4TF1. TX 761 Q2 � � �-071—�2�� _ I FAX: � 1 �-87fi —0 � 95 CCASS `A' S�A�N�AF2D P£AS��C �� �ox 1MP11-I CAS7' IROC� �4� i�Di� 3/4" & 1 " ��fERS SCA�.IE AS 5F101Wf� � i -. _ I /,. H � l 1 � � �� /� _,�� -.-.--��/��i,��i.%%��, , � � �------_ __.�. � i°�'�°; � � I �` � � ,,,1 � i , as is/is- _ � i� 3/ee- �� C�nj '� [a��,) � � �� 3 i/e- �a i�/re- r�� ���3,�,, , � I ' l ��-� I ' � � � � J �� --__ �_�� � -� I ..��I -j' Il I �} � }% !.—.��_ e �/ta- � 1�LAfV VI�IM �4VIElR S�CTIOd� i�°''",°y � � e/aa- ��X S�E�iION[� �'�] � es� �s �s/ev �� �! 13/16' [47rtmj �I Ci�i��� S��i���� ;�• � �� , � , � 0 3! 9J$' ��� ' ��r �` � 9 13/ts' I . [47mm� ! , � � 9,�- ¢��,� �ox s�czoo�a �� j :�� w I �� : �//�' � � � az a/e- [���] ! � . �� E� �EPA��A�NE�T - � �Q� �16t0�KlA�O�OPI � FOd41r lAId�4�E�, yX 76 i�2 X � � 7—�7 � —�24� i�AX: � � 7—�71—� � �� . � 1 � Q+'�i..AS� ��� STAB�EpAG2� �IASi�C AA�E�2 ��X � I�dETF� ��� e��� �� ��� �—���- � �- � ���5 SCAL� AS St�O�AIiV � � � . � . ,• • . . . - . -. - ' ; . ��' • �. ' , • . . • : ; ; ,.�. -� �--; � ` � ` � ��.E��/g�� � Ll�C�4ZI�l���� <<; �, : . . . . S�i �� :1�A`��R ��f� S�I�JER . . . . . . . . . ,:, : � - ' � � : � P%�� � . : �� �� � � : . C���U��; ��A� . � � � � ,. �� � � . ,�.� �} . . . . � � ..�, _ _ ! — _ --. . . . . . � • � . � � � . : � . � �_� : ., : � � - � � � � T -• - � � : � • . � = � �� : . ,`, ,. . ;._ 1 ��'� �� �. ' :'.. � � � �.�� �.��:�.� �..����� .� � . . . .. , . �r � � � �- ' ' � . • • .. � . ; � � ' ; .. � �. : �' . � , ' . . . ' . , . . � , • , , � f . � ' , . ' ; . . ' � } . . .; . � i ,. � . . . • , , , • . . . . . . { • _ , . . � . �• 3� ' P/�. � � , �. P/L . : • . • , � . � ; ' • ; �� � - . P/L. � : : . � - � , : . . . . , . ,� !. .� . . .. . ; I ; � . : . ��� : ;.� : -.� :� . . .. � � , . e � ; � � -'� . . , . � ' � � •. , ,' . , . � . � i, . : ✓ : :I� . i , . . � I I t ' � : . • � . 0 � ~ , . 6 . : . , , . s � : h�DusE� . ; ._ ;, : � �. � � � : HaUSE � i �; �� � .�. � ,�.-- . . e . . ���sE . . 4 ; , . . . � . . : � . � �� � � . � . � .� � j � � . . . �_ � . ; . . � : . - - � �:�� �. t o . .' e. - . , � . � � • ��'��� � ,��� . . i' �.. a- • L� - L , � ' ' ' ' ! ,.� .'.�. • i - . . . I � / , . � � . . ; . 1 � / � � ,,� _.,. ; � : � � _ � /. , : �- , � ; i . i \ i . f � . �/2 / • � � ' � � � �! � ' ' - -L � •. � ./ � „ . , .. :� .�� � '� . i . ; ° � � � ( � � . % . C.❑, _ � � � _:.� _ _ C,�.� �, _ � � � . �� -- ---- - . � .. � . . , . . _ � C.�. _ e . � ��, . : �^r — � � ' � ' ., , . . � , .' .' � . : ,�•. . � � .' . .. . .� � � . . . , , � ' tl. . , � ; � �; •�: .. �: � . . 6• M�N. , : S j - i . 'L �+ . ' (� . . ' • � '�LL ..e' , J . . J �� 6 ( � � �� al : " ; �"'w.+,...,_ � . . ` . STREET � � '�,A��`� � . � � � � � ' 6 + �� M{NIFAUM B" l�ll7l BACKFitI COVER I Ir� p4n PACf�f l' LL SEE SPEC. �1--Z.3 � G.C.D. SAND �4ATERIAL EINeEDME1�T & INIilAL BACKFI�L SEE SPEC. E1-2.3 G.C.D. MlNIM�M 6' Ei�B��MENT - WATER: SIZES UP _ i0 AND INCLU�ING 92" A+tiNii�illM INI7IAL BACKFILL COVER: wA�R — sp SEY�R -- 12" . STORM DRAIN — ��12" futINlA�filt� fi" �� � � � Q �, �..�. - S' ' i•/� �' 7 �`` i r; �' �,: ,ti�;�:";- -`�w s • � -e� o e .O .� � . o o... . ve � ve �� e °.o• O �• 6� Q ap� �e\ n� _ O �, e � •O . � ,• e • 9 � aq TYPE nC` BACKFILL� ScE SPEC. Ei--2.3 G=C.D. �-- CR[lSHED STONE OR SRI�D �-�- MAT�RiAL INITIA� BACKFi�.l. - SEE SFEC. El-2.h(b} OR Ei-2.3 G.G.D. E�ABEDMElVT —I I I� ,,—� � �—.., �,—� �,.�: I 1� CRIiSHED STONE I I�E I I"� I I=� i i= � I I�I I I� I I� 5�E S?EC. E1—z.� =1 i I---1 l l--! i 1-1 I 1=11 f=11 i= �.C.p. WAT�'R: �I�ES 15" AND �ARG�R SEVY�R: ALL S3ZE5 STORM DRAIN: ALL SIZ�� , MATER�At_ SPECIF�CAiIONS - � � , s�� cR�►o��o� 5lE11E SIZE � K�7AIN£D �200 ]OD P.1. � $ dR 1E55 (:RUSHED SiCNf� GRI4DAYION 51EVE SIZE � � RETAINEQ - 3 `° � - ���.. n—�5 , 3/8" _... 55-90 ���.�- sa—tioo � . �}B 95-1D0 7NE EMB�pMENT ANp BACKFILL DETAIL5 PROVIDED Qi� iHES SHE�T SNALL F2EPLACE APPROPRIATE PRQVISIONS OF BDTH TH� ES-2.4(b} AND Et--2.3 OF' 7HE G.C.O. ANa SiD. SP�C. {'fEM 40Z OF TH� 7PW S�fkNDARD SPECIFiCAT10NS FflFt STft�ET dc 570RM DRAIN CONSYRIJCT�ON. ALL O�1-lER .. , ,' PRaVISIaNs d� 7NESE I�E�AS SHA�� APpLY. I�.�T�R,. ��1h�ER �e SiORM�--�RAI[� � _ �t�����6EN� Aid�: �d��C�lLL -.��TAl�S _ CI3'Y 0�" FQRT i�4RT�I�C(}NS�i�CTI0h1 5��3�D �i�t IRF' A � � ' - DAIE: 8-5—01 .. .. _ p�.�'It�� `i :� 1 � .� f t� �� .� ,� ,� �� 1 � 4 ALL CONSTRUCTION MURT BORTHASTA�NDARD E WITH THE C[TY OF FO SPECIFICATIONS FOR STREET AND STORM DRAlN CONSTRUCTION :.XISTiNG CURB & G�TTER �rdEDGE M1f.L � 5 FE�T � _ fOR OVEF���Y _ . :� � 2�,_0�� xisTiNc eASE (iF MiY } � �2�� - �—� DITCH WALL �r � . NOTES � _ 7. �AATCH EXIST�NG HMAC P/�VE�ElV7 � 2. PLACE 8" OF 2�27 CO�VCRE7E .AS SHOWN. � 3. W��]GE MILL 5 FEE7 (2" DEEP AT THE LIP QF � � ' THE GUTTER TO D") PR[DR TO R�SURFACING AS St-IOWiV. R�SURfACE WITM A MlNIMUM 2" OF TYPL- � 11MAC. 4. IF EXiSTING BASE 15 C�NCf2ET�, f�SE REfNFORCEb CONCf2GT�, AND PROP�RLY TIE 1N. PIPE Ex�sTwc cuF�B NEW NMAC SURFACE & GU7TE� {2" MIN.3 - W�DGE M]LL 5 FEET FOR OVERLAY = 2„_��� � �� ..• : • ' �. . . , . . �• . .......LL..._ - - ., ... ....r...,.., 5. FLOWABLE FI�L IS ftEQUIRED' TO BAClC�iLL ALL TR�iVCHES IN pOWN70WN S7REETS, AND OPifONAL IN OTHER AF2EA5. 6ACKFlI.L SHALL M�ET SP�CIFIED �TEM �02 OF THE STAN�ARD SP�CIFICA710�15 FOR STREET M!D STQRt� DRAfN CON57RUCTiON, CIYY �F FORT WORTH TYPiCA� SECTE4f� - �RENCF� �EPAiR H�IAC PAVENiENT �ECO�uIAAENDED BY� -- DATE� ��l IS i ai �EQRGE A. BEHMNV�SH, 15SISiANT DiRECTOR, TPW �ev EXiSTI�IG HAAAC F���'���T� `����' � C1TY OF FORi WORT}-{, TEXAS TRANSPORTA7f01�!/PUBLIC WORKS ENG�NEERING DIViSIDN NCR���:: = . '���- • _ ,�„ APPROV£D BY�•_y'�'� `�'��J`� � DATE� z �" � _ � � Fil1G0 t�AL/WGA DIRECTOR, 7PW FfG 2004-� I ALL CONSTRUCTfON MUST BE !N ACC�RDANCE WITH THE C1TY �F FORT W�RTH STANDARD SPECIFiCA�i�NS FOR STREET AND ST�RM �JRAIN CONSTRUCTION � 5` MIN. r� -. _ ..� .� . �::.. ::; �,.r�"�.�''�a� . •�� EXIS711VG BASE (iF ANY) CL.ASS "A" REINFQRCED CONCRETE EXISTING CUR6 pl�VEMEiVT f�EPLACEMCiV7 TO THE & GLlTTER N�ARES7 J01NT Of2 C�RB. EXISTING CONCRETE DpWEL PAVE1�EiJT oaw�� . . . ,� :. .�:�p�,:�,��.�:::T:���.�:- r___ � _ -_�-�.� �� � . . ;... . . . :: .�.. ;+ �i �� f. . � � • . • . `�• �' • � f • �� • � . ����•' �:27' ���C����. � �� / . . . . . � , . _ . , , • �- �4[I�. � . . . . . . . ��„ ,— -- -- --;--. -. 12' EX1571NG CaNCRETE JQI1�T �--� �-- � \ � � � DfTCH WALL NDTES 1_ F�OWABf.E FII.L IS F2EQUERED TO 6�1CKFILL ALL 7RENCNES IE� DOWNTOWN STRE�TS, AND OPTIQNAL 1N OTHER AREAS f3ACKFILL SHA�L MEET SPECIFIED 1TEi� 4Q2 OF THE STMEDARD SPECiF1CATlOI�5 FOR S7REET M1D S70Ri� DRAIN CONSiRUCT101V, C�TY OF FORT WORTFi TYPiCAL SECTION- TRENCH REPAIR REiNFORCED CONCRETE PAVEi�ENT R�COMhdEN�ED BY GEORGE A. BEHMANESH, ASSISTANT �1R�C70R, TPW Re� DATE�Z��SIaI L�O�`!1 �TO��i� ����� CITY OF FORT WOR�N, i`EXAS TRANSPflRTATION/PUB�IC WORKS �NGINEER1iVG DIVISION APPROVED 2.REINFORCED CONCRETE PAVEM�NF SHALL BE REPLAC�D TO QRIGlNAL D�PTH OR TO A NiIT�IMUM DEPTH OF 5" WHIC}iEV�R IS GREA7ER. � 3. PLACE 6" OF 2�27 COI�CRETE AS SNOWEV. 1" QF. R�INFORCED CONCRET� MAY BE SUBSTISUTEO FdR EVERY 2" OF 2�27 COIVCftE7E 4. REINFO�ZCEA��HT OF C0�lCRETE [�UST �IEET CI7Y STANDARb OR [�ATCN EXISTINC, WHICHEVCR 1S GR�ATER. �` � B��a.����� � pATE=•3 NjL� � � HUGO F�ALANGA DIRECT4R. TPW FIG 2000-2 1A�IiTHCTHE TCITYT�OF FORT WORTHAST �NDARD E SPECIFICATIONS � FOR STREET ANd ST�RM DRAIN CONSTRUCTION EXl&TI�U7TER B EXIST[NG BREGK QAVEMENT v � � - �3 �-�—'—'�YI< t�OTES� 1. REINFORCED CONCREiE 8A5E SHW..L BE REPLACED TD ORiGINAL ; pEPTN Oft TO A MIMIMIJM DEPiH OF 5" ! w1�1CHEVER IS GREATER. CONCRETE 'k SHAL� 6E CLASS "A" PER CfTY OF FORT wOR7H STANDnRD. �E � I c� 1 E� E3AS� . ° �I�RT AR BED SEE SPEC. DDWEt EX1�T1GU77ER � v � � , , , ,. �— , , � } � � � � r a o �� � Q . t�—�=— --�--- —*-----� ' :' ' ' � _ �....� i �--- � -,r .C7 ` - , ';'�i�':':•''•''� �'' h p' S. .4 L;\\\\\\\\\uh\\\�\\\�\\\\\�\\\\`��'��\\`�:+1� ,1�� . • .y �t\\\\ ' � \Cy\\\\`�\\\`A\\1 ti' "t.i. .:'��';�E'�:,,_..�,�fi'.�rV��i[���� �a��.�.������1,�.��•��.����..� �\r\\�A\\�.\\\\ 1� , I 1 \ 11 � 11 ��u1����•������••`�`�11`1l`+ ����W �, \\\\\\\�\. , .. � 1� \ �\���H��ti�������.�v: 12'}•, . �. ..� 12y ' - EXISTENG B/15E ' � �� � "1� ' (IF ANY? �•- q, ��OWABLE FIL� IS REQUIR�D TO �iTCH WALL� �, - � . �' • \ � _ • 2. REINFORCEME1wET OF CGt�CRETE MUST . ' � � :. . � . =,• MEET CITY STANDAi�D OR MATCH EXlST[NG, � .=;�':. • : •': . . • • . •' WHICHEVER "IS GREATER. �/1�\�I////I� 3. FLACE 6 OF 2�27 �CONCF�ETE A5 SHQWN. 1" bF REIN�ORCED CONCREiE �AAY BE SUBSTI7UTED F'OR EVERY z" OF 2=27 CONCR�iE. PIP� � � BACKFILL ALL TRENCHES IN . bOWNT4WN STREETS, AND QPTEONAL IN OTHER AREAS BACKFlLL SHALL A��ET 5PECIFIEQ ITEM 402 DF THE 57ANDAR� SPECIF'ICAT10N5 �Df� STR�ET AND STORA� DRAIN CONSTRUCT�ON, CITY OF FORT W�R�H 5. EXISTfNG BRICK SNALL BE REi�OVED CAREFLfLLY TD AVQID DAMAGE. DAMAG�D BRICK 15 TQ BE R�PLACED ' WITH UNDAMAGE� BRICK TO MATCH ADJACENT BRICK TYPTY IP CA� CBRQ K S RFACE R& PALR REO�FO�CED CONCREiE BASE �PaavE� aY�� '�t'I��.�-, � 2ECOMMET�D�� 8Y � __ _ DATE� Z j I S l fl L �EORGE A BEHMAE�IESH, A5S15TANT DiRECTOR, 7PW Rev. ���T ���.�� � --�. Cl7Y OF FORT WORTH, TEXAS �'R,ANSPQRTA71aN/PUBLIC WORKS ENGIiVEERING DlVISIdiV HUGO MALANGA DIRECTOR, TPW DATE= 3 �� �� F!G 2�00-3 EXISTWG CONCRETE SHA�L t SAW CUT FEJLL DEP7H . �. DRILL ANQ GROU7 N0.5 x 24" TIE i AR5 A7 24" C-C- PENATRATE M1N. 6" � ��TO EX1STIt�G PAVEtv�E�J�' '� SPLICE NO 3 BARS �'0 TFtE N0.5 T1E 6AR 0 - . .: � s117H A Mlt�l}�UM 12" OVERLAP. �l0. 3 BARS � 2�" C-C 80TH WAYS i . � SAW C[!T �-. AT EXPAl�JSIQN J01NT USE REDWOOD EXISTING STE£� IN PAVEhAEN7 �XPANSI01� J011�7 F11�LER AND N0.6 x 2h" SAW CE1T� /SFiALL BE CUT � ��i00TH DOWE� A� 2�-" C-C , EXkST. CONC. P�VEMEr�T � . • • . • - - ' y .._ �. .-•'` � _�-• :� • • • • • • • � . . , • • . � — —" _, . — . . - ' . • a. � i •. .• - � � �. • � �•' '�,I EXIST. STEEL � . • . .. . . . . . . . . � �_,� J. _. o-..y . . ._ .. . ��Il �11 611 ' �pll �� CURQ �� �� , ,�\ / ,�//� �/�\ \ � 11�!/��\�\`��,C \ 111 �\\\`C /I���\� i/ /� 5' MIN. � � �J` i��N. � � 1 5 MIN � A { �5' � � � _ � � CURB ' �ECOMNfEND�D BY • , DATE' �J4 V S� � I � GEORGE A. 6EHMA�VESH, A5SI5�A�lT �IRECTOft, TPW Rev. � SA1E� �� ��STRE6C1C�3 .EO�' . � � JOINT � � � �� � ,�� � � j . ���� z T�REC6VF��CE�� C NCREiE�PAV� E��'�� F����OR.'�'�l[ � CITY OF FORi WORTh, 7EXAS TR/W5P�F2TATI4N/PUBLfC WORKS ENGlNEERlNG DEv1510N J0�l��' D��TH • PAV��EP�T Ti F�IChC�tESS �w �P! �� ��e �� 'ee a� Se� JOIP11�' �EP7F� �-�/��� �-vz„ �-3/4" 2se ; APPROVED B�� `���f� �ATE:S `S� 0 HUGO t�ALW�EGA ��RECT�R, TPW F�G. 2000-h R � AS�1���-� PAVE1�i��� �T�s - S��T ����4�� 7H� FD41R SIDES OF THE CUT SHALL �'. c PlEA7�Y SA1N�� WiTHOl3T 6201JGH CURB & GU7 TER _ _ � � ]GE5 �'/�/%�I cr� s . A�IY R�flfiA1tJWG PAVE4fi�N� �ET�EE�E /�,�i / ! � �OT REPAIRS 1ViliST BE A �i11Vi1�il3i�A � , � - , ; F b' iN ALL i]IR�C�IOWS. ; j�� �� z � �, � ' �� r���. Q.Ql�1 � 5' MI�9. � % z�--; `�/ . � -,, � , �, - I E �� u��� . :��L� , , : �. I / � . i C�RS & GUTTER ��I��� 2�� ���E �������� �COMt�ENDED BY• DA7E��jISIOI . ��]�'�'���°'�`]E-I _ �.,_ � �..------- _� ��, �EORGE A. BEHMANESH, ��•= � ;SS15iANT DIRECiQR, TPW � C{7Y OF FdRT WORTF�, TEXRS TRANSPORTATION/f'UBLIC WORlCS Rev. ENGiNEERiNG DfV1510�E Jr� �ti�. � � � � . l � 1 l � i � i �— � � ' . � � . �� n+�c�. l � . 2�, � ► � ASP�'A�.� 2�� _, I ` I ---- � I � r^ I", � i I � I � � : . 1 � � j �- � � i � �� E � � - ! I ��— : .. . . Y � � . � .. rjyt �DA7E� �/ ��r J� MPROV�D BY' s-�" t - HUGO MA�A[dGA ! • DERECTOR, TPW FIG 2000-�8 . , �'��G�'�a� � �. ��s a�� 5�v��o.���ae� � � ��� ��� ��� ��� B� � N�p,' � �p p��tE� �,�t�0��@�i � �,ES �l,�pq���� �St �� A es t{�� �� �� G�Q� on9 Se�,� � c � �� i� A t� �e,�,� i �r�r � � �; � at ot e���b & s��D� °�i �� 9 ��r� ` Sr°�} S�f �' ea�l� Ft�eP�°� eV'��e� � t � ������� � o�� �ci9 � �� . �o�e� �s � � �� � ���� g� .�,` `�Qt,At�'EN�L� � ���� qti� ��'� �� M������¢' �,5� � 6����e ggp�°� fr+�c� to ��e����. � `re c�rb" . 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ROS�DR�� ST. � . oap t�tc � _ - �.�Q" �ROWN SANDY CI,AY W/GRAiVEL (S�AB�Y��ZED NlATERI�I,) r7.00" GFtPiXI�H ��20WN CLP►Y � �TT�RBURG b�Mi�'S :��: 58 .1 PL; 2'i , 7 Pg ; 30. 4 �HRKG: �=�1NS�I�, C�LOR �HAFtT: 6l2 �,�GH� �RQWNISH GR�Y CI�RY ' ,3I�' W�IGHT: �38.0 LBS pER CUBIC �'OflT :OLE �2 � -- ---- , ,�P,� Nfl: ���01 - � �` �CA'�TON: ��tOV� ST. �/4 $' SOU�'H �F �, RfJ��DA�� .�T. �3.50" HI�AC . 8. DO" CONCRET� (SAMP�E DAMP►G�D Na PSI} � �'tQ. aD"° Sfl��D STON� I . ��JLE �3 bAB N0: 8Q202 �QCATION: GROVE ST. E/4 li' SOi1TH OF �. RQ�EDAIa� ST. � :2 . ga�� i�.c . . �3 . SD" CONCR,��E ( �AMpLE DRI�,�iGED NO �Sg } . 9. QQ" YEIsIsOWISH �DRT�IN SAND {pOSSIHLY A TR�NCH� . �^fTT�R�URG L�MITS: �,�: 2g.3 PL: I�.9 ��: 5.4 SHRK�G; �,UNS �I, CC3�QR CHART : 6/ 4 LI GHT Y�I�,OiWSH �ROWN SANU ��LE #3A � I� ND: 802Q3 - 18.�� �.0� ���CAT�ON: S. �NNZNGS ST. �I, 50' SOU�H QF W. 4LEANDER S�. � �2.5q" I3AMC 7.50" �ROWN SANDY CI�AY W/GFtAV�L {��AB�LTZFA MATEit�A�,) � ��5. QO" �R�WN SAN�Y C�Y W/�RF�V�L i,5.40" �P►RK BRBW[�F CLP.Y ��TT�RB[1RG LYMITS: LIti: 5`7.1 PL: 23.Q P�: 33.9 SHR�CG: �Ns�, cflLo� cI�tT: 4/2 �ARx G�AY�s€i HRowN C�Ax �NIT W��GHT: 133.0 LBS P�R G[J�IC �'00� �idLE �4 �H N4: $02D4 '�CATI4N: 11�6 S_ �7FNNINGS AV�. �I, �s. oo� �e � 6. D�� �ROWN S�DY CT.+AY W/GRAV�I, (�TAB�LIZED MATERxAL} ' 6. 0 0" BR�WN SP�NDY CLAY W/ GRAV� ,5.00" GRP,Y�SH BR�WN C�Y .�LTT�RBURG L�MY�S: T�L: 52.8 pl,. 21.4 PI: 3�.4 SHRKG: '`fLTNSEI, �OLaR CHART: 5/2 LTGHs �RaWi�I3SH GRAY CLAY I ' � 1�.0� 15.0� �� �� DaE � 314Q - __ HOLE �5 � No: 80�05 �t ocP���oN: S. �NN�N�S ��. CL 275� N�F�TH a� �. Ros��� S�. 3 . �0" i�.0 .. 7.54" YF��OW�SH �ROWN C�AY W/GR�V�Ia (.��AB��,�ZED MA��RY.�L� . � 5.00"' �ROWNSH SAN�Y ��Y W/GFt�LV� � . 4.OQ" Y�,�OW�SH BROWN CLAY � A���R�llR� �IMI�S: i�: 4?.6 PL: 27.6 �I: 25.a �HRKG: �3.0� , � MUN�� G0�@R �HART: 6/4 LIGH� X���W�SIi FIROWN Ci�AX UN�:�` W�gGHT: 140. d LH5 PER CUBIC �'��T � HOL� �6 � � N4: �0�06 - � �, ��CA��ON: I�!]�X ST. €/4 30' �OUTH Ok" �. ROS�DA�� 5�. �.2�� I�C - � -- ' �O.QQy �ROWNISH GRAY SANDY CLAY W/GR�►VF� iSTP������b N�►'T�RIAL} . - 6.Op" �1�OWNISH �RAY C%aRY A'�T�R�UAf� i�IMITS: �: 65.8 PL: 27.0 Pg: 38.8 SHRK�: I8 . Q�s MLiN��, ����R GHAR�: 5/2 GRAYISH �ROWN �AY . UNIi' FIIGH'�: 135.0 L�S PER CU�IC �'OOT � � - - - — HaLE #7 � �RB N0: 80207 � LQCA'T�QN: ��. I��UIS AVE. C�, 34' SflCITH aF �. ROSEDA�E ST. , 6.OD" HAMC 10.�5" �aNCRETE (C�MPRESSIVE STRENG�H 2469 PS�1 TO SdLID STON� � HOL� �7P: � . �. �AB N�: $02Q8 � LOCA�Y�N: ��', LOUIS AVE. �/4 4D' SaU�H �F �. R05EDA�,E S�. 5.5Q" HI��'+G . � 5.OQ" �:�7 (CQMPR�SSIVE ��R�NGTH 1371 �S�) . 4. 50" BROT�iN SANDY CLP►Y W/ GRP►V�L ( S���i.� ZED MP►TERIAL } � 5. DQn ��Y�SH �R�WN �X�A,Y AT�ERHL?FtG �IM�TS: I�L: 65.9 �L: 25.8 PI : 40.1 � SHRKG: 19 . Q� � MUN�� COLdR GHPiRT: 5/2 GI�AXISH �ROWN ��,AY H��� �8 I� N0: SO�Q9 L�C��IDN; G1�LV�S�`ON AV�. �/4 27' SDLITH 0�' �. R4S�DA�E ST. 7 . 00'" Hl�C 7.OD" BRDWN SANDY CT�,AX W/GR�1V�I. � 6 . �0" (�RF►Y C�RX � A�T�R�URG �IM�TS: IaL: 67.4 ��: 32.1 Pi: 35.3 �HRKG: �9,Q� MUNSL COLOR CHA�T: 5f1 GRAY CLAx H�L� �9 � N0: 80210 . � I,OCAT�ON: ��63 W. ROSEDAL� ST. CL ' 6.04" HMAC � 8,00" CONCR�TE ESAMPLE DAMPIG�D NO �PSI) b.4Q" GRAY C�Y �0 SOLYD STON� ATT�R�URG LIMI'�S: LL: 63.2 PL. 33.1 PI: 30.], SHRKG: 18.0� MUNSEL CDL4R CHART: 5/2 GRP►YiSH BR4WN CLAY 3 DQ� � 3140 �HO�� ��.0 L� N0: LO�A�YON: ��}S��i�E ST. @ MP,,Y S�. �� h� 5. DO" I�C s.-r�� corrc��� cco�t��s��;v� s��rr��H s��s 3.��`� X��@�Tr75H �ROWN �AN�Y �Y %T/�]r�V� � HOL� �iDA -- - - - Y�B N0: LOCA��QN: �QS�AAIsE ST. @ M7�Y ��. � � � 4.50" I�� 80211 �s�y '�� SOI,�D �02'� 2 S�ON�; � .2 a" C�NCR�,TE (COMPR�SSiV� ��R�,N��`H 548i L��� } 3.�5'� HROTI�fii SP�NDY CLAY WlCR�iV� T4 SQ�ID STdNE ' HQT�� ��0� --Y� N0: $02i3 .� I�OC�T��N: R�S��E ST . N/ 4��' YT�S� ��� MAY S� . z.�a� �c - � -- - :� 4.00� ��N���� (COMPi�SS�V� S�1�NGTH 31�2 6. AO'� Y��W�SH �ORWN �ANDY CisA'Y W/GR7�►VJEL � . DO'� �ROWN �LP►Y W/GRAV�L ' A���R�UFtG LgM��S: �; 6�.� PL: �4.3 PZ: R ,�, MUN�� �OLQF� CHART: 5I2 GRA��SF�� �ROWid C�,AY HOLE �1� � N0: =E LOCA���N; 4�5 RQSEDALE ST. N/4 , � 2 . �Q" I�+1P,C �.7�" CONCR�TE (C�MPRESSiiI� S��NGTH ��90 i 3. i 5'� X��WISH �ROWN SANDX CIsAY W/ �Ft�.V�, '. 8. 0 0" G�Y CYu�Y PS I ) 36.9 SHRKG: lS.a�s B42��4 Q5� ) AT��REUR.� L�MiTS: � i,L: 48 . 6 PT : 22. � i�2: �5. 6�. SHRKG: 12. 0� MUNS� COL�OR CHART: 6/2 �IGH� �RQWN��H �RAY CIaAY � ,� HO�� ��2 I�A N0: �02�5 � LOCA�'��N: 5�.3 W. R�SED�E ST. N/4 I" � . 7 �tl �P►C . _1 5.50'� ��NCi�T� (COML�R�SSYaN S'�R�NGTH 6599 PS�) �.�'�" �ROWNISIT Y�I�LOW• �AN�X C%aAY W/�Rp►V�, � r� S. 00" �R�Ti�N�SIT Y��LO� C�P.Y . AT��F�URG �IMT T5 . I,I, : 4 8 . B �L : 21. 9 Pi : �2 . � � MUNS�L C�I��R GHART : 7/ 4 iTEFtY PP�,� HROWN CT�Y HDLE # i, 3 I� NO :� 02 � 6 . LaCRTION: �R�tViS AifE. �/4 3�.' NORTH OF RflSEDA�,� �T. 4.40" HI�,G . 7.�fl" CONC�TE (CDMPR�SSIV� S��NG�H 28Q2 PST j $,�4" BROWN S�NDY CLAY W/GRAV�, AT���URG ��MITS: T�L: �6.8 P�: 23.9 PT: 22.9 SHRKG: 10.�� MUN�€I, COLDR CHART: 5/2 GRAY�SH �F24WN CI�IY � � DOE � 3�40 �+ HOL� #14 �H N0: ���17 I��CA'�%O1V': �IPS�OMB ��. �/4 137' NORTH Og ROSE��E 5�. . � 5 . � � �� �C � �': `� . pd" �}�',E �RO�N SANi]X CLAY W/G�,V�� 8.00p S�N� W/GR�V�► � ��HQL� 14A F�1E id0: 80��.8 -. '� LOGI���QN: I�OS�D�� E ST. Sf 4 10`I' �►S� OF 1�MPH��,L ��`. �.���' '�� � �� �.'��" �ONC��€ (C�M�'RESS�V� S�R�NG��I 295� �S�} . 1 3. �Da �R�Wi� �RNDX CI�Y FI/GRAi�I, 9. DO'� GRR� �Y W/GI�AVEL . 11 RT�ERHURG i�IMi�S: �: 49.8 ��: �3.9 ��: �5.9 SHRKG: �4.D� � MIJI�IS��, C�LOR CHAFtT : 6/ 2 LI GH� BR�WN� 5H G�Y C�RY HO�� ��5 � PIO: �p2�9 ,�, LOCA'�iDN: H�MPH��� �T. �/4 �426' S�U�H 0�' ROSED�E ST. � 2 . 2 5" F�,C �.�0"° CONC�i� (COM�RESSTVE STRENG�H 20$3 PST�) ' 2.00" �ROWN �P�ND . - 7 . 2 5" �ROWA1 C�AX � - AT'��FtSUR� I��MTTS: L�: 45.2 �L: 19.9 ��: 25.3 SHRKG: �3. Q� MUNS� �O�OR GHART : 613 �A�,E BRDWN CLAX � H�L� �16 I�H N0: �OZ20 - - LOCA�TON: ��PHYI�L ST_ �/� �25' Nd�'H DF RO��'DA�E S�. 4.fl0" HMAC � � �, QOn CaNCRETE (COMPR�SST� STRENGTI� i�12 P�^� j. 8.40" ��QWN C�,AY� . ATi�R�URG LIMYTS: �,; 73.3 PL: 3�.5 PI: 40.8 SHRKG: 24.4� � MUNS�I, CQLOFt CHART: 5/2 GR1�Y25H �ROT��N C�Y • HOLE #�i IsAB fID: 80221 p _� LOCA�TQN: H�MPHTI,L ST. @ RO��D�E ST. S/4 ' 8 . 75" fr�AC . - , 5.75�' CDN�R��E (COMPR�SSTVE S�R�NGTH 5I77 PSIj 5.50" �RAY C�P,.Y � ' ATiE1�URG �IM�TS: ��,: �D.S ��: �2.3 P�: �8.2 SHRKG: 14.a'� MiJNS�, COLOR CHART :�/ 1�R14Y CI�Y HOT�E ��.8 TaA� ri0: 80222 �- - - LOCAT�ON; ROS�A�I,E �T. �/4 1'1i' Y�ST 0�' H�MPH��� ST. 2.00" i�AC . 5.50p GONCR��E (GOMFRESS�VE STFt�NG�H '��26 PSI) ` 4.50" Y�LOWISH BR4WN SANDY C�,A% w/GRAV�L � . OD" �ROWN�SH GRAY C�,AY AT���URG L�MTTS: T�; 48.0 �L: 16.3 �I: 31.7 SHRKG: 7.4.0� � MUNS�L CQLQR CHP,RT: 6/3 PALE BROWN �I�Y � �30� � 314 0 _ HOL� ��9 Y�,B N0: 80223 �OC.RT��}N: L��SCDM� S'�. CI, 150' NO�t'�H OF �OS��A�� 3.�a" �C 6.a�� CQN�R�'�� {�A�+iA.L�E A���� NO PSij �.2 a"' IaIGH� �ROV�'N SAN�}Y CI:��i W1Ca�.� 4.OQ" Gi�A��SH �ROWN C�Y A����i3RG i�TMITS: I,I►: `�D,4 �L: �5.1 P�: 45.3 MUN��� COLOA �HP►R�: 6/2 LI�I��' �ROWNi�SH �FtP,Y CL.AY HQL� �20 Y�,B NO: $Q2�4 LOCAT��N: ROSEDP,�+E ST. @ LIPSCOMB 5T. �/4 � . 0 0" F'�Q'�1�; - - � . �0 � C�N��T� { S�IPL� DAMRG�I� NQ �S� ) 9.50'° CR�►Y CLAY A����U�G �IMITS: I,L: 5�3.6 �'L: 2�.3 �'x: 35.3 MUNS�, COLOR CH�RT: 5/1 GRRY CF�'►Y ��. SH�KG: 18.Q� SHRKG: 18.05 H��� #�� . � NO: 80�25 L�C]4T�ON: ��PSC4M�� ST. �L 150' S�L1TH Qg R�S�UA�E ST. � . 0 Q" HMl•�C . . �.50" CDNCRE�E (SAMPLE DPMAGED NO P�xj � 9.50" �RAY C�+AY AT��R�URG LiMi �S : �,L : 61. 6 PI� : 2 3.� �� : 38 . 8 MUNS� CQLOR CHRRT: 5/2 GRAY CI�AY �HRKG: 18.Q5 HOLE �22 Y,�AB N�: 80226 LOGA�gaN: AIaST�N ST. E/4 99' SOUTH {�F R4S�DPu7 � ST. 4.50" EA�1C . . 5. 00" CONCR�T� {SAMPT�E DAMAGE�? NQ PS� ) T0.50"° �X CLAY ATT�I�URG ��MI'�� : �: 61. p P�,. 25.7 �� : 35. 3 �HRKG: �7 . �� MUN��Y, COLQR CHART: 6/2 L�GHT �ROWNi�H GRAY ��Y HOb� �23 � N0: 80�27 — i�oc���oN: ROS�DALE s�. sI ��02► �� o� �sTort s�. 2,5D" HMAC 5.,�0" CDNC�TE (COMPESS3� ST�NGTH 5685 PSI) 3.00� �R�WN SANDY C�� W/GRAV�L 9,04" �RAY C�AY ATTERBURG LIMITS: I,L; 52.7 PL: 25.D PI: 27.7 SHRKG: 16.�� MUNS�, C�L4� CHART: 6/2 ��GH� �ROWN�SH �RAY C�Y � HO�� ��9 � �B Nd: 8�228 T,OC�ITYON: C�I�EG� AVE. �/4 140' N�RTH 0�' R�SUF�P►L S�'. 2.5Q" HMA� 9.00" CDNCRET€ {SAMP�,E DAMAGEA NQ PS�} i 1D .� 5" GRAY CLPiY � 3.25" GRA`I�SH HROWN CI,IIY AT��RBLIRG LIMZTS: LI,; 5� .1 PL: 27. D PI : 31 • 1 MUN5�L COLOR CHART: 613 PAL� BROWN CF�AY SHRKG: lfi, 0� 5 � � i 1 � � � E � '`� �� 6 DQ� # 3�4Q ., H��E �2� I� N0: �D��9 LOCATT�N: �OS��P�I�� ST. @ COY���� A�. N/4 � 2 .'7' S" �G � . 6.00" ��NC�T� (COML�R�SSIV� S��N��H 83�,0 PSIj I3.��"° YEiai�o� �1�iD � . ATT�RBL1FtG L`�M���: �b: �3.6 ��: �9.1 �I: 4.a SHR�tG: �.4� MUNS� COLQR �f�iP,RT :`� / 4 V�RY PP�� ���WN SRND �i0b� ��6 � . � .� N4: �Q230 - - - IlOC�i*��ON: (:�I�EG� AV�. C:L 3b0' SOU'IH �F�' R���A�� S'T. 2.7�� i�iP,C . -- - - 11. � �i" CON���� (CDM�R��.��V� ���R�N�Tf� 3`�O1 �S� } 5 ° ��'� �RU�H�D STONE � P�S����� ��NCH �--- .. � H��� ��i � No: 90�31 LaCAT�ON: WASH�NGTaN 5T. E/4 12�' SOv`�H 0�' RO�E�A�,� ST. 4 . D 0" H[+2AC 5.QOp GONCRETE (SAMPLE DAI�GED NO ��g) � 11.00" ��Y C�Y ATT�R�[JRG LTMTT�: LL: 59.1 PL: 2�.4 PI: 37�.i SHRi{G: 24.0� MUNSEI, COLOR CHP�R� : 6! 1 GRAY C%,AY H��,� �28 I�,B N0: �0232 � -- � -- LOCFLT�ON: �OSEDAI,E ST. CL 110' WEST 0�' C@��G� A,V�. 3 . a D" HNf�C . . 5.75" CONCRETE �CQMPP.ESSTVE S�RENG�'H #499 PSI}.. 4.25" X�OWi�H �ROWN �ANDY G�Y W/��� . `� . 0 D" �RDWN CI�X ATTER�URG �+�MITS: �: 60.� ��: 29.8 P�: 30.4 �HRKG: 18,O�S MUNS�i CQLflR CHART: 6/4 L�GHT Y�L�IWSH �ROWN GLP►Y HOLE �29 � N4: 8Q233 -- - --- LOCP.T�QN: RQ��D�E ST. CL �.Q6' WEST Q�' WASHIN�T�N AV�. �.�%�� �C ' 5.2�'� COiYCR�T� (C�MFRESS�V� �'TRENGTH 5�99 PSI} 3, 00� BROWN SA�I�Y G�AY W/GR�V� 8.00" I,�GH� G�X CI,AY ATT�RBUR� LIM���: �: 47.i P�,: 19.3 PI: 28.4 �HRKG: 14.D� MUI+1�� COLO�t �HART: 6/2 T,�GH� �ROWN�SH GRAY ��,Y HO�E #30 �AB Na; 8Q234 � � I�fl��l`�iON: S. �ANlS SI`. E/4 $$' SOtJTH 0� ROSEDAL� �T. 1. 0 �" f3MAC � - - 5.00" CONCRETE (SAMPLE �AMA��D NO F��� 14 . 0�" DARK GRAY CLF�Y A����BURG L�MITS: L�: 76.1 PT: 34,6 Px: 43..5 SHRKG: 24.0� MUNS�,L COI►OR CHART : 5I � GRAY CI�Y _ � ,. � ,� DaE � 3� 40 _ HOI,OI� �31 � . _ �- I�B Ni�: BQ235 L�GAT��N: RO��AA�,E 5T. CL 103' EP►�� eF �. ��N��RS�N Si. 3 . I 5" iiMP►c _ _ . _ - - � . �a� corr���� �eoM��s��v� ���x��x s��� �sz � S r f J� L��i�Stl"r �nd'L1 �✓J.i�►A ATT��iJFtG LiMITS: �: 58.7 �+�: �4.6 1��: 34. � SHRKG: �.6.0� MUNS� CC�LOFt �HA��; �!2 ��►Y�SH �I�OWN �►AY ..HOLE �3� � — . ' 7�1B N9: 8��36 Loe���oN: ��.ae s. i��NDEFtSON S�. �I� _ s.��� �,c � i.0�'� �ONG.R�'�� t�OMPR�SS�V�-STR�NG�H �969 PSI} 9.�5� �RU��IE� STON� HOL� �33 . — �� . .. � N0: 8023'7 . .�—. _ L�CP�T�ON: �.�23 H�ND�RSQN ST. CY, 4.5�" I�AG 1�,0�� CONCR��'� {COP�PRESSI'VE Si�NGTH 2O9i PS�j TO SOLID ROCK � xo�€ ���A _ . . - �a rro: �o2�3e , Loc7�,��oN: i023 S. H�ND�RSON s��. w/ 4 6 . 50" HMAC - — — . � 5.00" CONCR�T� iS�PL� Dla►N�A�ED NQ �Si) , 8 . �0" D�K GRAX CLAY ATT�RBLiRG L�M�TS: Y�L: 66.2 P�: 32.I F�3; 34.� � MUNS�. �DLOR CH.�,RT : 5/ 1 GRAY CLAY _ � _ SHRKG: lB.��s � HOI►E � 34 �P►H NO : 8 d2 3 9 LOCA�YON: RQSEDALE ST. CL 101' WEST OF S. HENDERSON S�. .I 3 , fl 0" I�+IAC 6.00" GDNC�TE (C�MPRESSiVE �TR�N��H 4699 PS�) 4. �OA �ROWN C�Y W/GRAV� '�.QOb DA�tK GR14XI�H �ROWN �% ! ATT�R�i]RG L�MIT�: b�,: 75. 7 ��,: 27. � PT : 49. � MUNS EIa ���+OR C�� : � / �, GRAY ��Y _ xo�� �3� r� xo: $0240 . L�CA�I ON: R�3EDAI,E �T ,@ 5� AVI� . CI, 5. 25'� I�� �' 10.4Q" CONCRL�� (CDMPRESS�VE S�RENG�H �449 PSI) . 4.i5" GRAX��H �ROWN C�AX W/G�� AT��RB[1RG.LIMYTS: L�: 6g.3 PL: 3Q.8 P�: 34.5 MUNS� CO�C?R CH�►Ri: 6I2 LIGHT ��OWNI�N GRP►Y CI�AY HOIsE �36 � N4: 8�241 L��►TION: 1��.2 S. TaAK� ST. � .. 3 r L V p L�L'J��+ . '7.00" CON�R�'�� iCOMPRESS�VE S�'RENG�H 5308 PS�) 1fl.QOn GRAYZSH �ROWN CLAY W/GRAVEL ATT�RBURG LIMITS; L�: 52.6 PL: Z5.Q PT: 27.fi MUNSE� CQLOR CHART: 6I2 L�GHT HROWNxSH GRAY C�AY SHRKG: 20.0$ �HRKG.; 17 . �� SHRKG: 14.4$ � 0 � DOE � 314 0 _ . .___. _ _ HDL� #37 _-----•--•— � N�: 80242 LOC�T�ON: W. Rfl��b�� ST. @ S. Y,�K� �i. 1�W/4 . - ' 4 . 75" I�C .�..`��" CQNC�'�."E {C4MP�SS�VE SiREN�'�fri 57 �3 ��I) - �� � �LIp �iMS ��� fY/t3i�'�Y�1 ATTE�U�� b�M�TS: �: 49.4 �L: 2A.4 ��: 25.0 �HRKG: �4.4� MUNS� �@LQR C�iART: 6/2 LIGH� �RO�NI�H GR1�Y ��►Y �� H�L� �3� � . �H N0: 80�43 � ' Loc���ots; �os�b�,� s�. �rl� 22�� rn��� o� s. �tE s�. 3 . 7 5� i�G . - - - ; � �.50" ��NCR��� (�dMPR�SS�V� ���NGTH 4i`�`7 YS�) v � V 4p �SSV1l �f-il'1J, �/L7iy'�Y r..•• 4 . i �" GR�.Y C�Y AT�ER�UR� ��MY�S: �L: a7.3 PI�: �7.2 P�: 30.� �HRKG: �6.Q� R . � MUNS� COL�R GHP,Ri: 6/2 L�GKT �R�WN�SH �FtI�Y ��AY . � „ HOL� �39 , �AB No: 80244 ��LOCATI�N: �dSE��� 5'�. @ 6� AV�, C� .. `7 . D 0" I�MAC S.Op� 2:2i (COMPRE�S�VE STRENG�H 1143 PST� � � E 4. Q 0" GRP�X ��Y W/ �RAVEI, - � . oo� �RQ��:rr cz�x ATTER�UFtG L�M�TS: LIa: 96, 6 gL: 20. � i'I: 26.5 SHRKG: 12. D� `+MUN��% CQ�OR CHAR�: �/2 �IGHT BROWN��H��RP,Y CLAY _ .__ HO�� �4� LR� NO: 8029� LOCAT�ON: 1a24 6'�`� P►V�. W/4 � � 4 . 00" I�AC � i.0f3"° Xi��OWiSH �ROWN CT�X W/GRP,V� (�'T�BY�IZ�D .MI�T�RIA�j 9.00" �RDWN CLAY W/GRAV�L - ; AT�T�R�UFtG L�MITS: �I.,: 49.1 ��: �9.� �Y: �4.3 SHRKG: 14.0$ � MUNS�I, �OI,OR CH�RT; S/4 �,TGHT Y�LL��W�H BR�WN C�,AY LTNY!` WEIGHT: �.90 • D L�S �E�t CU�I.0 F�OT i H��� �4� � LAB N�: 80�46 � LDCA�Y4N. W. RaSE�� 5T. N/4 I00' �Si fl�' �A�RNIOUNT P►VE. 3.5D" �iMAC � 4.Q0" CON�RE�� (CaMPR�SSIVE S�R�N��H 5�11 PS�) � 3.50" �ROYYN SANDY ��,Y W/G��L 5. QO"' V�RY PALE �ROTniN �ANDY C�AY �/Ca�,V�Ia - i 4.00" HR�WN CT�AY A'T��R�URG LIMITS: F�L: �0.9 �L: 20.5 PT: 24,4 SHRKG: �.p.0� MUNS� COLOR CHART : 6! 3 PA�LE �RUWN C�+RX ._ ____ y � � u 9 Da� � ��40 � �HO�,� �42 � T� N0: ��4�1 — - — — , z OCATI�N: W. �OS�AA�� S�'. N/�! 102' �iST ��' i� �,V�. . ` 3.04"--I�.0 - - 5. QON ��NC�T� ��OM��SSa� a��T�'�f� 44�0 P�� } 6.00"' GRAX��H �RQY+TN ��1�X �Y YI/{aR�.V� - � 6.00" GRI�Y �,Y Y+i/�R.AV�i, �� � A���R�i7kG �IMIT�: �: 45.0 ��: 2U.� P�: �4.6 �HRKG: �2.0� MUNS��, �t�I�QR GHPiR�': 6I2 ��C�H�' ��Oi�NL�H G�P.X �Y 1 HOL� �43 � . Y�3 N�: 80422 �[ LOCA�I�N: W. Ra��DA�,� ST. �, 7' �S� �� 7� �►iT�. ' �- 4 . � Q'� I�C I f S.00e �QNGR��� (COMPR.�SS�iTE ��'�,�'N��H 3429 �Sg} � �5.00� ��x��H BR4T�TN SP,NDY �Y W/G�VEIa _. 6.00p ��,� GR�XI�H �ROT�TN CLP,X T�TIG�iT�Ia '�0 �O��D S'�ON� A�TER�URG L�MiTS: I�: 4I.6 ��,: 17.3 PI: 2�4.3 SHRiCG: 1�.0� � � MUNS�, CQI,OR CHART :`l / 3 iTERY �A%E �ROWN C�AY . HOLE �44 — � -- � N0: 6�423 '.. -- -• - �,QCATION: 7'� AV�. @ W. PUIrA�T�� � CL 1. 5Q" III�fP�C � . . 4.�4� C4NCR��� (C�MPRE�S�V� S��P1G'�H 4�68 PS�� � 6 . � Q" �ROWN �P,N�Y G�A� W/ ��►V�,�, . � 8.OQ" �ROWN �iyAY W/GRAV� 1 AT�ER�URG ��M�T�: �: 37.� PL: 19.1.,��: �8,8 SHRKG: �2.0$ � MUNS��, Ca�OR GH�.RT: 6/3 PALE BROWI'�1 ��Y . . ' HOL� #45 ' -- -- — �AH N�; �0457 -- _ __„ ,.. � - --- � LOC��'�ON: �', ROSEDALE �T. C�, ��3' '�A�� Og 8'� AV�. � 6.0�" I�C ' 4.75n C.'4NG1�`!��° (COMPRESS�V� S`xR£�;1�IGTH 1�24 PSI) � � 9. 2 5" �I GHT G�►X �T.�AY W/ GFt�Ai�Y� � AT'�ERDURG b�M�TS: L�: 3�.7 PL: 16.9 �%: 15.8 SHR�CG: 8.D� 1 M[JNS� CQ�,OR CH�2� : 7/� �� GHT GRAY CI�Y .� H��� �45 I� N0: 80468 � � LOC�,'��DN: ��21 8� AVE. CL � :� a.oa� �c - .� , 4. OD" L��HT �ROWN �AN�Y G'�iX W/GRP,V�, (�TP,S��g��D N!�►����i 3. 0 Q� G�Y C�X � a.00" �RQ�T CT�X Wi�RAV1�L � � , ATT�R�uFtG ��M��� : LI�: 40. 6 ��, : �Q . D P� : �D. 6 �HRKG: 9. D� ' MUN,S� C4�4R CI'�ART : 6I3 P�� .��,O�II�i C�,PiX UNIT WEiGHT: 145.0 LB� PER CU��C �'��T �' � ..._ . . , . - -- I� fo ,; i 3 o DO ��.Y �% W/�R�.V� � ATT�RB�RC� iIM� �� : I�, : 4 �1. � P� : 1 � . 5 �� : 21. 5 .�k�RFCG: 1 � . 0� . DOE # 3�40 �O�E �47 I� N0: 804�9 I�O�P,T�ON; 8� RVk,. C� 4' SOt1TH �F PtJ�Ki �'�. 7 . �0" I�i� _ - - - -- - - 3..50" CDN�R��� �S�I�I�� D�G�D NO P�� y � �HFtKG: 11. fl� SH�KG: 1�. Q�k 6 . 5D i�RG _ � S.DD" X�Oi��SH �ORWN SA�tDX C�iY WI��V�L (STAB�T����D M�Ii�RIAL} 8.5D°° C�U�Ii�D ��[}NE HQIa� #��. ^ LA� NO: 8D473 - —. —_ �,4CRT�ON: �,OQO 9`� �V�. W/4 5 . �' S" I�,C - 6.25" X�,D��+TSI� ��tDWN �ANAY G"I�Y W/�V�I, {STA�I�IZEI] N1A�ERIAI,} MUNS� ��� ��t CHAR� : 7I � i►�GHT C��Y Ci�ix �i9�,� �� 8 � i� N0: 8�3 4 i Q LOCATI�N: W. �Q�EBA�E ��. G'I, ��5' �S�' a�` �� AV'�. �.75A �DN�R�T� {GOM�F�SS�V� S�R]�NG�H 4779 PSI) �. O D i' X�,OW� SH �ROWN SANDx •��iX W/ CaRAiI� 3.DU� ��LID S��N� 5.25" G�Y �Y WIGRAV� 7�1����UFtG ��M3�S: �I,: 3�.5 P�: �9.3 ��: �9.2 MUN�� �dL�R �HRR�: 6f2 �I�HT �R�WNx�H GRAY C�Y HO�E �� 9 ' T�A,�I NO: � 0 471 L�C�TTON: W. R4SEDR�E ��. @ 9� AV�. � � 6.75" G�NCI��� (COM��SS�V� STR�N��'I� 392D PSI) �. 7 5" Y��DW�SH �f��WN SAN�Y CLAY W/ ��,V�L � 7.5U� �R�Y �I�'Y WIGRP,V� A���RBURC LiM��S: �: 39.8 PI�: i8.9 Pi: 20.9 MUN aEI� �OT�OR CHART :!/ 2�� GH� GRAX C�X H��E �50 � NQ: ��472 LOCP,'�ION: 908 3'� �1VV�. �, � ,� B.00p �R4WN�5I� YEI�I►OW �X,AY ATT�Ft�URG ��MI TS : Ia� : 4 3. 6 PL : 19 . 5 PI : 2 4.1 MUNS� Cf��,DR �HP,RT : 8/ 6 Y�LOW CLAY UN�T W�IGH�: �45.0 ��S P�R �U��C_. �'O�T Ht?L� ��2 - - — L� NO: �0974 LOCATI ON : 12� AV� .�! 4 i Q' SOU�H �?�' R���D�� S� - 8,2�" CON�R��E tC�MPRESSi� ST�NGTH 4329 ���} �7.`��" Y��OIWSH �ROWN �74I�i�X ��X FTiGRP►V� �.QO" P�E BROirII*I �1QND ATTER�URG LIMITS: IsI�; 23.� P�: �5.8 PI: 7.4 MUNS� COLOR CHRRT : S/ 4 V�RY P14b� �RO�iN �AN�3 �HRKG: 1�.0�\ SHRKG: 4.�$ � � il DO� � 3144 � HOLI� �53 LP,B ND: �04i5 --- — LaCAT�aN: 12� kV�. @ �ECKHAM ��. �W/4 . � I V. Ll V H ii6"l3l:v � - � ` 7 , oa" ����SH �ROWN C�Y W/�1�AV� � 7.00"° �ROPiN CIsP,Y W/GRAV� � . t ' ATT�R�LTRG LIM�TS: �: 4�.2 ��,: �4.2 ��: ��. Q �HRKG: �2.0� `'� MUNS�, COLOR CIiP.R�: 6/3 P�E �ROWN C�AX _.. _------ �.- -- .. H�I,E �54 � i� N�: �Q476 ' � Loc���oN: w. �os�H�� s2�. -@,��or� s�. swl4 ( � . z�� cauc��� {C�M�Ft�SSTV� S�FtENG�I� �53� �SZ ) .. 5. 7 5�' bTGtIT �ROWN SAPI�Y CLAY � W/GFtRV� � I; 6.OQ� �I�T` G�AYISH �ROTr7N CIaAY W/GRRV� ` ATTERBURG ��Ma�S : �L: 41. 4 PT : Z� .5 .�� : 22. 9 SHRKG: �.2 . 05 i�IUNSEL COLOR �H!`�RT: 7/2 �,i�HT GRP►Y Ci�iY ; � HflL� �55 �3 N0: �047� LOCATI OI+1: W. ROSEDALE ST . S/ 4 314 r WE�'� �F' �ROME S T. ;� 7.25'° COPICR��E (COMP�ESSTVE STR�i3�'iH 4838 PS�}� 6.75" L�GIi� �R�WN SANDY CI�AY W/. �RUSH�D ��OAI� 6.00" BROWN Ci�IY WJGR�V� � � r ATTER�URG LIMITS: I,L: 41.4 Pb: �L.4 P�: �.9.0 SHR�CG: 8.0� � M[7NSEL COLOR CHART: �!2 �IGHT �ROWNISH GR�1Y C�AY HOLE #56 � NO: �Q4i8 LOCiA�'ION: �`OREST PARK �I,VD. W/4 5i' S�Z3TH OF' T�T. ROSEDALE ST. � 2.75" HMAC . 1 $ . �0" CQNCRET� � SA�fPLE �AMAG�D NO PS � � - � $ .75" GR�4Y��i'! �R�W1V SANIa� CI�A`l � ATiERBUG LTMITS: LI,: 33.E ��,; �6,3 ��; �.7.5 SH1�KG: 9.D5 MUNSLL CQLOR CHAFt�: 7 f 1 LIGHT GRAY CI�� a HQLE �5i �3 N�: 80479 _ �. �. C L�CA�gON: gORST PARK ��,VD. W/4 132' NORTH ��' ��inT�N ST. 0.25" HMAC � � �7.50�: CONCR�TE (COrI�RE55iV� �T�N�aTH 453�. P��} 12.2�" �ROWI+IISIT YE�Li�OW SAtyIDY CLAY irl/GR�zI�Y, ASC��R�U�tG �,�MITS: i,I,: 64.4 �I.; 22.9 P�; 37.5 SH€�€CG: 15.0� �` MUNS�, CQIaOR CHRRT: `1/6 Y�L�W C�AY - -- �' APPR�VP t, : � . RY JERI DATE�TESTED: 42-08�41 DAT� REP�RTED: 02—i360I TESTED BY: SOIL LAB I��Ui�NG JOSEPH GAGLIARDI A�E CAiaDERON FRED EHIA .� ,�� �.� . �- -• -- -- - �P�EF��1)C � ��S�Fil��lfi ���LIIy1�T1�� �I t :� �4 � i � � i �! � � LQT �, BLOCI� 2,1�YEDICAL CEI�TRE ADDTTIU�T DOE # 324� �016 W. R4SED�iLE, FORT.WQRTH, TARRAI�TT COiT1�TY, TEXAS � THE �TATE �F TE�� COUI�TTY OF TARR�PiT � § § � PE + D1tAII�AGE E�1SEI�EI'�T THAT CONIPASS BAI�TI�, hereinaftar refersed to as "Grantor", for and i� consideration nf One Dollar ($1.00) and other valuabla consideratian paid to Cxrantor by the City of Fort Warth, a municipal corporation of Tatrant County, T�as, the receipt of wY�ich is E�ereby acknowledged, da grant, bargain, and convey unto said City of Fart Worth, its �uccessors and assigns, the use and passage in, over, aerass, below and alang the following parcel or trac# of land situated in Tarrant County, Texas, in accordance with the plat here�o attached: SEE ATTACHED EXHIBITS It is fi�rther agreed aiid understoad that the City of Fort Worth will be permiited ,the use o� the above described strip of land far the purpose of the co�nstruction �.nd maintenance oi strom drainage facilities. An ingress and eg:ress easernent shall be granted in order that access may be gained to the abave described Permanent Drainage Easement. TO H�VE �11iTD TD HOLD the above descr�bed premises, together wii�, all and singular, the rights and appurCenances thereto i� anywise belonging, unto th� said City of Fort Worth, its successors and assigns, farever. And Compass Bank daes hereby bind ourselves, our heirs, successors and assigns, to warrant and farever defend, all and singular, tne said premises unto the said City of Fort 'Worth, its successors and assigns, against every person whomsoever lawfully c�aiming or to clai[m the same or any pari thereof_ It is intended by these presents ta con�ey a Permaneni Drainage Easement ta the said City of Fart Worth to m.a}n�ain, canstruct and repair the above described improvements, with the usual rights of ingress and egress in the necessary use of such Pe�manent Drainage Easement, in and a1on� said prerni�es. WITNES S �"u1� our hand{s) this, the 1� day of , zaoz. o��R �s): / �l� � ��,'� �,.��� f l� ACKI�TOWLEDGEI�+➢EloTT ' F �iQ�� � � THE STATE OF , �e 1�� < C�U�TTY OF ' § _ , • BEF I'V1EE, �1, �. �1 OtEts , a Notary Public in and for the State o on this day personally appeared ��V�C1,1�. �i��,�ric� , � (President) �ice-Presid� (Attorney-in�Fact) of (� � , � a corporation, kriown �o me to be the person whose nasne i subscribed to the foregoing instrument and acknowledged to mE that he e�ecuted the same in the capacity indicated, as the act of �nd deed of said corporation, and for the puipases and consid�ation therein : expr�ssed. GIVEI�I U1V'DER 1�Y HAIiTD �TD SEAL UF dFFICE, this the �� day ' of ��j�� , �� � � . Notary Public, State of,� � „ My Cornmission expires on the ��- day of ��-�Di�.r� , 2(}01� i .� � i� .� P�RNIAN�Ni 9RAIN�eC�� �/�SE{9111�WT ALL iF���� certair� lots, tracts, or parcels af land lying and being situated in the City of Fort Worth, Tarrant County, Texas, being more particufarly described in two tracts as follows: i�C� 9 ��1N(3 a 140 square foot tract of land situated in ihe E. S. Harris Survey, A�stract No. 688, of Tarrant County, Texas, and being a part of Lo# 1, Block 2, of Medical Centre Addition, an addition to #he City of Fort Worth, Tarrant County, Texas, recorded in Volume 388�216, at Page 38, of t�e Property Records of Tarrant County, Texas, and beEng also a part of that called 3.Q98 acre tract of lane� described in a deed to Equitable Bank, recorded in Voiume 11664, at Page 1820, of the Property Records of Tarrant County, Texas, and being more particulariy described as fallows: ���II�fV[I�C at a 518" iron rebar wi�h a yellow plastic cap marked "WLA" found for eorner at #he �n�ersec#ion of the north �ine of West Rosedale St�eet (a variable width righ�-af-way) with t�e east line of the St. Louis and San Francisco Rail Road {a variable widt� right-of-way); TH�NC� departing the nvrkh line of West Rosedale Street and continuing with #he east line ofi sa€d St. Louis and San Francisco Rail Raad, North 08° 42' 52" West, a distance of 36.31 feet to a point for comer said point being in �he west line of an existing �ariable width drair�age easement as dedicated by said Medical Centre Addition; � iH�f�C� departing the east line of saEd St. Lauis and San Francisco Rail Road, and continuing with the west line of said existing drainage easement, Sout� 19° 50' 22" Easf, a distance of 40.03 feet to a point for ca�ner �n the nor#h line of said West Rosedale Street; TH�iVC� departing #he west line of said existing drainage easement and contin�aing with the north line of said `IVest Rosedale Streef, North 77° 41' 09'° West, a distance of 8.27 feet #o the P�EA1T AF �FGlA1Nfl�� and containir�g 140 sc�uare feet or 0.0032 ac�'�s of land more or less. T��� � B�IN� a 1814 square foot tract of land situated in the E. S. Harris Survey, Abstracf No. 688, of Tarrant Co�nty, T�xas, and being a part of Lot 9, Block 2, of Medical Centre Addition, an addition to the City of Fori Worth, Tarrant County, Texas, recorded in Vol�me 388-2� 6, at Page 38, of th� Property Records of Tarrant County, Texas, and being also a part of that called 3.Q98 acre tract ofi land described in a deed #o Ec{uitable Bank, recorcled in Volume 1� 664, at Page 182Q, of #he Property Records of Tarrant County, Texas, and being more pariicularly described as follows: CO�liif�Ur4ilOf� �F �1�RIR�Yp►N�f�i D�If���� EAS��fl�P�T C�l91YlVY�NCING at a�18" iron rebar with a ye�low plastic cap marked "WLA" found for corner at the �ntersection af the north line of West Roseciale Sfreet {a variable width right�of way) with the east line of t}�e St. Louis and San Francisco Rai1 Road {a variable width right-vf way); `�H�WC� departing the north line of West Rosedale St�eet and continuing with the easi line vf said St. Louis and San Francisco Rail Road the following bearings and distances: North p8° 42' S2" West, passing at a�istance of 36.31 f�et a 518" iron rebar wiih a yellow piastic cap stamped "WLA" set for corner, said 518" iron rebar being in #he west line of an existing �ariable width d�ainage easement as dedicated by said Medical Centr� Addi#ior�, continuing in all a total distance of 43.47 to a point for corner: North 10° 38' 16" West, a distance of 44.22 feet to a poin# for corner; North 11° 43' S2° West, a disfar�ce of 39.90 fee� to a point far corner, North 13° 02' S3" West, a distance of 23.22 feet to a 518'" iro� rebar with a yellow plastic cap stamped "WLA" set far corner said 518" iron rebar being the no�thwest corner of said exEsting variable width drainage easement and the �OIiVi �F �E�l�IN1P1C of the herein describeci #rac#; iFiI�NCf� departing the east jine of said St. Louis and San Francisco Rail Road, South 72° 5D' 13" East, a distance vf 25.80 fieet to a 518" iron rebar with a yellow plastic cap stamped "WLA" set for corner; TH�fVC� Sauih 2'�° 01' 30" Eas#, a distance of 751.79 feet to a 5I8" iron rebar with a yellow plastic cap stamped "WLA" set for corner; TW�PlC� SoutY� 68° 25' 04" East, a distance af 16.8D feefi to a point for comer said point being in the north line of a calleci 0.6367 acre traet of land d�scribed in a Deed to Mc�unn Partnership r�corded in Volume Q9�39, at Page 0515, of the Deed Records of Tarrant County, Texas; iHEfV�� contir�uing wifh the north 1ir�e of said 0.6367 acre tract, Nork� 89° 44' 22" West, a distance o# 24.63 feet ta a point for carner said point being the soutf�east corner of said existing drainage easement; Yb�RlC� continuing with the east iin� of said existing drainage easement, North 19° 50' 22" West, a distance of 137.89 fe�t to a point for corner said paint being the northeas# corner of said existir�g drainage easement; CON�'[NUA�IDN O� ����NAN�N� �R�eI�i4C� �AS�fV��PlT ,� �! I� , �. iHEN�� with the north line of said existing d�ainage easement, North 79° 52' 51" West, a distance of 18.42 feet to �he POIPIT OF ��C��AlA11NC and containing '� 814 square feet or O.D416 square fieet more or less. NOTE: The Basis of Bear�ngs is the Centerline Right-Of�Way of West Rosedale Street (a variable width right�of way) assumed to be North 77° 41' 09" West. � r �, ���� � �� . �2 Zav� 1 ly _� _ . � . _� „_� '� 1 �X�11�iT "`B"� � � o EoSa HARRIS 5URVEY �-oT �, B�oc� 2 � � AB�7--e �S8 v �ED188L216, PG �38 1 2 P.R.T.C.T. �� � �� � � �� � �'� � � �° a �3 � ... �° T, `� ro b 864m �� � � � '� � � _ST2'Sp��?SBp� � C-i �3 ' � �.' �� �, ��� . Q f��, � �� 1 � . *�� � , ` �w ��-�'�'�� � cq co u� � .t� � � � i� t� Q � � � 1�� �. �- 4 y � � �' z�1rrn o�,o�� � ��� l TRACT ! ; � rn � � 9 e,�s�s aF eeNtwcs �s rrE cEHrEp�� OF WEST ROSE4+4LE 57REET rRaer z 168511 SQ M f18r3.91 S� FT1 PROPOSED PER�AdNENT DRAfNACE EASEMENT EQUITABLE BANK VOL. 116fi4, PG. 1820 {D.R,T.C.T.) � � � � PRQPOSED COIVSTRUCTION '�r � �nsEMEnlr o� �� VOL T3$8-D2�15,� PAG. 38 ASEMEN7 a= � D.R.T.C.T. "' � � m .:.J 13.026 5Q M + � pOg �? -� f140.22 SO FT � z_ Tr. 1 � �`'"b� �} � � 1 Tr��2 ti /2.z0I �! t�� i i 5/9'S0' �'�3� ���� f . �- ti l'' � t E N89'44�24.6,g J -1 _�� ti�- � 1 2.52 22`� y �X15t1NC I `~ j~'�-�'�g'ZYyr��3�� N�4 09� 1 � �.o.W, , � _l._.L. . ; � ; -�"�__-- N , � ._. � , ; �/1% '�-. __ . , l , � ���--_.� � � ;t ��,q Dq��-�--�,� �!?7�4�,0�, r ; � � R/qB�� �]`j� - _ , ��D7�h� ��T ._ Cf2APHIC SCALE IQOj/j/ J Om 10m 20m � � rY / h TE� A LECAL DESCRPTION OF EVEN GRAPHIC 5C_AL� 0' 30' 6D' LEGEND ¢xisrwe e,a,w, wa r� PROPEHTY L9VE I` CULNTY L1NE —^---- CONYRGL 4F ACCESS LWE III SIIRVEY LWE --'--'� FENCE �INE �X---X— C17Y LWITS --���^--- EASENEHTS RAILRONI � — STRUCTURE , , Q• WLA" SET.l1NLESS 6THEAW9E D OC � N11NNE0 �- 5/6" fiPN ktlQ FOUNU, IINLESS O7HERWISE NOTEO P.o.a. • ro�wT a� aetuww� P,O.G • POM7 eF.eoHu¢Nr�tc _IZ • AROPERtY LNE PARCEL t ��� �_� . � McDUNN PARTNERSHIP ; 5�2� VOL. 9139, PG. 5�#5 ` ssg'2S,o�fo-� {D.R.T.C.T.) �-� b`�-� �e g � 9URVEY OATE HEREWITH ACC0IJP,N�AES 7H5 PLAT. �fN���� � A PL.AT OF A 5URVEY OF A 181.54 sq. m i954 tS.F.l TWO TRACTS OF LANp IN THE E.S. HARRIS SI�RVEY A�3STRAC� NUMBER 688 AN� BEING PART OF LOT 1, BLOCK 2 M�DICAL CENTRE GI7Y OF FDRT WORTH TARRANT COUNTY, TEXAS �� ` � �Vy�w. /���c� I - ��i�- � .. :•esr.. /2, ZaO� DATE 3-12-2002 DRAII�iAGE ll�PROVEI�IE1*ZTS BETVFIEEI�T 9� AVE. �a FWWRR BRIDGE DUE # 3�4i TRACT 1 . �V. RO�EDALE ST. WEST OF 1�� AVE. ,A PORTIOl� OF LOT 1 BLOC� z, IYIEDIC.A►L CEI�TTRE A,DDITIOliT, FORT '�.�VORTH, TARRA�f'T COiT1�TTY, Z'X. TEMPORARi' COI�TSTRUCTION F.t�SE1VIE1�1'T THAT CO1�IP�.SS BANI�, hereinafter re%rred to as "Grantor" for and in ca�sideration of One Dollar ($1.00) and other valuable consideration paid by the City of Fort Worth, a municipal corporation of Tarrant County, Texas receipt of which is hereby acknawledged, da grant, bazgain and canvey unto �aid City, its successors and assigns, the use and passage ix� o�er, and across, belaw and along the £ollowing parcel ox tract of land situated in Tarrant County, Texas, in accordance with the plat hereto attached, to wit: PROPOSED C4I�TSTRUCTION EASEIIZEI�T - TRACT 1 SEE �iTTAGHED E�ITS "A" 8� "B" It is further agreed and understood that Cily a�Fort Worth will be pern�itted the use of the above described strip of land for the pur�ose af the can�truction of 5to�n dra.inage improvements. Upon completion of said imp�ovements and its acceptance by the City of Fort Worth, Texas, all rights granteci within t�e abovewdescribad Temporary Canstruc#io�n Easement shall cea.se. TO HA.VE A1�TD TO HOLD the above �escribed premises, tag�er with, all and singular, the rights and appurtenances thereta in anywise belongin�g unta the sa.id City of Fart Worth, its successors atad assigns, until the campletion of construction. A�.d Uwe do hereby bind cnyselffaursel�ves, mylour heus, successors, and assigns, to warrant and defend, all and singular, t�e said premises unto the said City of Fort Worth, its successors and assigns, against e�ery person whomsoever law£ully claiming or to claim the same or any part thereof. It is intendsd by these presents ta convey a,Temporary Constructian �Easemen� to the said City of Fort Worth to construct the described impravements, with �Ixe usual rights ingiress and egress in the necessary use oi such Temporary Construciion Easement, in a�d along said premises. � Il�T dVITPTE�S WHEREOF, Grantar has caused ihis izjstr�m�nt fa be executed on tlus the j��' . day of � l�l , 200a. OWNER (S i/i /f�51 �r�� ; y i �� �� �� ACI�TOdVLEDGEI�IEI�IT �t�� THE STATE OF � § ���^6oYti COIII�TTY OF § � BEF I�+YE, �011ry1 12. �g,ion� , a Notary Public in and for � t�e Stat� of , a tlus day persanally agpeared �Y� �. �1`r��� r�j e� , , (President) ice-Presiden (Attorneydin�Fact) of �� , , a corporat�a�, knovvn to me to be the person whose name i subscribed to ihe foregoing instrument and acknowledged to me that he �ecuted the sama in the capaci#y indicated, :- as the act of and deed of said corporatian, and for the purposes and consideration therein ; expressed. � GIVEl� ITI�DER I�iY HA1�TD A1VD �E.�►.L OF OFFICE, this the � S� day af � �� , 20 b� . � Notary Public, State f � �o�o�w��. My Commission �xpires on the l�- day of �,� 20 �. , i l ������� � P�O��S�D GONSiR�CTIOid E�lS�Il�F�IVT A�� TaeS� certain lots tracts, or parcels of land lying and being situated in the City of Fort Worth, Tarrant County, Texas, being mare particularly described in two tracts as folfows: ��A�� � �I�IfVC a 8242 square foot tract of land sitUa#ed in the E. S. Harris 5urvey, Abstract No. 688, of Tarra�t County, Texas, and being a part of l.ot 1, Block 2, df Medical Centre Addition, an additEon to #h� City of Fort Worth, Tarrant Cou�ty, Texas, recorded in Volume 388-216, at Pag� 38, of th� Propert�r Records of Tarrant County, Texas, and heing alsa a part of tF�at called 3.098 acre tract of �and �escribed in a de�d to Equitable Bank, recorded in Volume � 1664, af Page 182D, of the Property Recorcis of Tarrant Court�y, Texas, and being more particuEarly described as fol�ows: ' COflrlliA�NC[MC at a 518" iron rebar wi#h a yeliow plastic cap marked "WLA" found for corner at the intersection of the north line of West Rosedale Street {a variabie widtf� right-of�way) with the east li�e of the St. Lauis and San Francisco Rail Road (a variable width right of-way); iFiER�C� departing the north line af West Rosedale S�reet and continuing wi�h the east line of said 5t. Lvuis and San Francisco Rail Road the follawing beari�gs and distances: North D8° 42' 52" West, passing at a dista�ce of 36.31 feet a 518" iron rebar with a y�llow plastic cap stamped "WLA" sef tor corner, said 51S" iron tebar being in the wesi line af an exisfing variable width dra�nage easement as dedicafed by said Medical Centre Addiiivn, con#inuing in ali a totai distance of 43.47 to a point for corr�er: Nor#h 10° 38° � 6" West, a distar�ce of 44.22 feet to a point for corner; North 11° 43' 52" West, a distance ot 39.90 fieefi to a paini far corner; North � 3° 02' S3" West, passing at a distance of 23.22 �eet a 518" iron rebar witn a yellow plas#�c cap stamped "WLA"�set for corner said �18" iron rebar b�ing the northwest corner of said exisiing �ariable width drainage easement and confinuing in a�l a#o#al c�Estance of 46.p0 feet fo a 518" iron rebar with a yelfow plastic cap stamped "WLA" set for corner and #he POINi O� ��C�INNINC nf the herein d�scTibed tract; YHf�IVG� South 72° 50' �3" East, departing the east line of said St. �ouis and San F�ancisco Rail Road a distance of 65,77 feet to a 51$" iron rebar with a ye�low �lastic cap sfamped "WLA" set far corner; �ONYIPl�i4il�N OF PRO��S�� G81VS�R[1C�'IOiV �A���IY�.f� f �b�NC� SoutF� 21° 01' 30" East, a distance of 342.58 feet to a 518" iron rebar with a yel�ow �lastic cap stamped "VIILA" set for corner; iHER�C� SoutF� 77° 4i' 09" East, �assing at a distance af 120.84 feet a poin# on ' the nort� line of that called 0.6367 acre tract af land described in a Deed ta , McDunn Partne�snip recorded in Volume 09139, at Page 0515, of t�e Deed R�cords of Tarrant County, Texas, and continui�g in all a tota� distance of `. . 166.11 feet to a 5l8" iron rebar with a yelfow plastic cap stam�ed "W�A" set for . corner; _ iHEidC� Soutf� 12° 18' S0" West, a dis#ance of 'f �.16 feet to a point for corner in the north �ine of said 0.6367 acre tract; �Fi�NC� continui�g with the north line of said O.fi367 acre trac�, North 59° 10' 22" Wes#, a distance of 47.26 feet to a point far corner in the north line o� said � 0.6367 acre #ract; T`H�NG� continuing wit� the north line of said 0.6357 acre iract, No�th 89° 44' 22" West, a distance of 131.71 feet to �a point for co�ner in the north line of said 0.6367 acre �ract, said point being also in the east line af said existing variable width drainage easement; iHI�IVGE departing ihe r�orth of said 0.63fi7 acre tract, and continuing with t�e east [ine of said existing drainage easement, Nortii 68° 25' 04" West, a distance of 16.80, feet to a 518" iron re�ar wifh a yellow plastic cap stamped "WLA" set for corner; �H�fVC� continuing with the east line ofi said exisfing drainage easement, North 21 ° 0'I' 30" West, a distar�ce of 151.79 feet to a� 518" iron rebar with a yelEaw plastic cap stamped "WLA" set for corner, said 518" iron r�bar being #he northeast corner of said existing drainag� easement; iHEf��E continuing wit� the nortn line of said existing drainage easement, North 72° 5.0' 13" West, a distance of 25.80 feei to a 518" iron rebar with a yellow plastic cap stamped "WLA" set for corner, said 5/8" iron rebar being t�e narthwest corner vf said existing drainage easement; 'fH�hIC� North �3° 02' S3" West, a distance of 22.78 feet to the ��IM'� OF �� ���INNIN(� and con#aining 8242 square feet or 0.�892 acres of la�d more or less. I� � �� CON�IPlI�AY�Bi� �� ��OPOS�� CONSiRUCiI�IV ��S���Ni TRACT 2 ��![�C a 37'�5 squa�e foot tract of land situated in the E. S. Harris Survey, Abstrac# No. 688, of Tarrant County, Texas, and being a part of a ealied 0.6367 acre tract of land described in a Deed ta McDunn Partnership re�orded in Valume 09139, at P�ge 0515, of the Deed Records af Tarran� Co�anty, Texas, and �eing more particulariy described as follows: �OMMENC1iVC at a 518° iron rebar with a yellow plastic cap marked NUI�LA" found fof corner at the intersection of the north iine of West Rosedale Street (a variable wEdth righ#-of-way} w9th the east line of �he St. Louis and Sar� Francisco Rail Road (a variable widt{� right-of way); � Y�i�P�C� departing t�e east line af said St. Louis and San Ft'anCiseo Rail Road and continuing with #he north line of West Rosedale Street the followirtg bear�ngs and disiances: , South 77° 41' 09" East, �assing at a distance of 8.27 feet the southwest corner of an existing variable width drainage easement as dedicated by said Medical Centre Addition, continuing in all a total distance of 34.G7 feet to a�18" iron rebar with a yelfow plasfic cap stamped "WLA" found fior corner, said 518" iron rebar being in the north line of a called 0.6367 acre tract of la�d described in a Deed to McDunn Partnetship recorded in Volume D9139, at Page 0515, of the Deed Records of Tarrant County, Texas, said v18" iran rebar being also in the north line of West Roseda[e Street �a variable width righ#-of-way); � ' �' South 89° 44' 22" East, departing said nort� line of West Rosedale Street and continuing with said north line of said 0.6367 acre tract, passing at a� ; distance of 8.14 feet the southeasi corner of said existing variable widtl� : drainage easement and continuing ir� al! a total distance of 32.77 feet to a point for cor�er, said poin� bein� aiso the �O�NY O� ��GI�lAlIN� of the herein described �ract; TFiENG� continuing with the nortE� line of said 0.6367 acre iract, South 89° 44' 22"' East, a distance of 131.71 feet to a point for corner in th� north iine of said O.fi367 acre tract; iH�IVCI� continuing with tMe north line vfi said Q.6367 acre #ract, South 59° '1 Q' 22" Eas#, a distance of 47.26 feet to a point for corner in the nortn line of said 0.6367 acre tract; �H�NC� departing the north line of said 0.6367 acre tract, South 12° 18' S0" West, a�fistance of �9.29 feet to a 518" iron reE�ar with a yellow plastic cap stamped "WLA" s�f for corner in the north �line of said West Rasedale Street; �� CORlTINURYI�N 8� PR���S�� C�f�SiRUCY1DN �A���1fi�idiS iHI�N�� continuing wit� the north line of West Rosedale Street, North 77° 41' 09" West, a distance af �31.83 feet to a 518" iron. rebar with a yellow plastic cap stamped "WLA" set for corner; Yb�iVC� depar�ing the north line of said West Rosedale Street, North 68° 25' 04" West, a distance of 42.50 feet to the �QINi O� ���[NN[�!G and containing 3715 square feet or 0.0853 acres more ar less. Note: The Bas�s of Bearings is the Centerline Right-Of-Way of Wesf Rosedale 5treet {a variable widfh Right-Of-Wayj assumed ta be North 77° 41' 09" West. � �� ��.. ����� 1 � ��d � / � �- �XHI�IT �' �.So �1 ARRI S SURV �Y � � A��i. 6�� � � 0 � 1 � 1 �, , � � �, � � POB . � r" �, � ---� � c� �' `� - � ��� 2�,��" � � 'vr�°So,i �.a� �� ! -�w �� 1 D� 1 � ` .� �� i rn �� � a O ; 1 � N � �o.�� �EQUITABLE BANK �������3sE � VOL.(D R T.0 T.�9�20 � . �� � TRACT 1 � �� �ROPOSED CONS7RUCTION EASEMEN7 ° �� 7'65.728 SQ M .� o u��� (8242.23 SQ �T) � ��� EXISTING DRAINAGE EAS�ME-!VT ��'r Q� VOL. 3�8-216, F'G. 38 � �� �^r� D.R.T.C.T. TRACT 2 � � PROP05ED CONSi'RUCTION EAS�MEN7 °�' 345.1fi9 SQ M �`'' � (37i5.37 5Q FT) � ; � � � F . PROF'OS�p PERMANENT aRAI�lAG£ EP }EMfENT , I '---.L_ Ni7�q��r��J� � '�-�_�_ � I 1 � r � t�' GRAPHIC SCAL� ? 1 Om 79m 2�m GRPPHIC SCALE 0' 30' 60' LEGEND EkI5TtlV6 R.O.W.LINE aAo�+n �Ne It tflUNfY LWE -- -- GonTRo� oF iccEss ur�E III SURVEY LME — — � ��Nce �e �---x—x-- L7FY L�YTS ----^-�^^--- CASENEHTS ��Ro,� . — � $TRfICTiYtE `� � p- sia- noer nm w�tH r¢uow r�tisr�c cw wxnccu "WLA' SET,UNLE45 UTIIERM'i5E N07E0 �• 5/6' YiON HOU FOFMO.UVLESS OfHEqW�SE Ii�TE� n.o.a. . voan ar a¢cmrt�nzc P.O.C. • POi1T OF COMIIIENC�lG ' � - PROPERTY LNC ���e�� � � '�6,83 � b6`� ����� ��,�0.8�,� �.��g8 P AR T 0� � 40.144m 1131.71� ���� �, �T4/'09�E T � TR AC 7� �C � � 589'44'22"E � � � � 2/�i r� � � ��� ��� � /� �$3,� � S2pm �is,is,l 68'25�� / �2 �'4/'Qg�/'' � � � � � 2'/8,�rpyy `9S3m Nsg.2s-��7 S.gr9m r/9 S/�j8, �29�j �4g5 � McDUNN PARTNERSHIP � r�-rEs,� .s��-11 ~,�VOL. 9139,lPG. 515 S$�ia2� (D. .T.C.7.) ___ ` � 'O*4� � ,Qn�,�D-�.__L �.g,o D I �f -`��_s�, I (�ARiAB •q�E S -�--_._._-_ �� �� rR�� N9lE� 6ASi5 QF BEAR�NCS IS THE CENTERL3WC OF WE57 ROSEnaLE STREET �� �oT �, BLOCK 2 MEDIGAL CENTRE V�L. 388-216, PG. 38 P.R.T.C.7. a EEGFL pESCR�TIGN 0��� RO f � AIR4EY DATE HEREN77H �! ACp�IPIWE5 ili5 PtAT. �'���.� . � � � � � � � A� PLAT OF A SURVEY �F A 1110.897 sq. m 11,958 (S.FJ �WO TRACTS OF LANQ IN THE E.S. HARRIS SURVEY ABSTRACT NUMBER 688 ANQ BEING I'ART OF �� �' '':. - LOT 1, BLOCK 2 MEDICAL CEIV7RE ::�w CITY OF FOR7 WORTH TARRANT COUNTY, T�XAS ���� P'i `�� � � ����« �s � q-.�r.�;�- ''z•" �S ' ;�: : ��_ �EAN ��+��;ECK� � N�NFO�aY��nYy4.91Y� �1�7 � �` .e • � , �r; , � ���a�CS�' t� �'���5���� -: a Sr� � �z �d� � flATE 3-tz-zooz � ��������� ���r���� ��s����� Al�L THAi certain lot, trac#, or parcel of Ian� lying and being situated in the City of Fort Worth, Tarrant Caunty, Texas, being more particularly described as follows: ��iR�� a 2�3 sq�are foot tract of land situated in t�e E. S. Harris Survey, Abstract No. 688, of Tarrant Co�nty, Texas, and being a part of a called O.fi367 acre tract of land described in a❑eed to McO�nn Partnership recorded in Valume 09139, at Page Q5� 5, of the Deed Records of Tarrant Counfy, Texas, and being more particularly described as follows: CQI�MIENCING at a�18" iron rebar with a yeliow plastic cap marked "WLA" found for corner ai the intersection of the north line o� West Rosedaie S�reet (a variahie widt�t right-of-way} wifh the east lir�e of the St. Louis and San Francisco Rail Road {a �ariable width rig�t-of-way}; ' �'b�NC� de�arting the east line o� sai� St. Lou�s and San Francisco Raii Road and continuing with the nortF� line af West Rosedale Street, South 77° 41' 09" East, passir�g af a distance af 827 feet the saufhwest co�-rier of an existing variabl� width drainage easement as dedicated by said Medical Centre Addition, continuing i� alI a fotal distance of 34.67 feet to a 518" iron rebar with a yellow plasfic cap stamped "WLA" found for cor�er, said 518" iran r�bar being in tne north line of a cafled �.6367 acre tract of land described in a Deed ta McDunn PartnersY�ip recorded in Volume 09't39, at Page Ov15, of the peecf Records of Tarran� Co�nty, Texas, said 518" iron rebar being also the PO1N� O� ��GINNINC of the herein described tract; TH�hlC� Souih 89° 44' 22" East, departing ti�e north line of said West Rosedale S�r.eet and contir�uing wifh the nort� line of said D.6367 acre tract, passing at a distance of 8.14 feet the southeast corner of said existing drainage easement, in a1i a fiotal distance of 32.77 fieet to a point for corner; iH�NC� de�arting the north line of said 0.6367 acre tract, Soufh fi8° 25' Q4" East, a distance of 42.50 feet to a 518" iron rebar wifh a yellow plastic cap stamped "WLA" set for corner in the Rorth line We�� Rosedale S#reet; i�I�f�GE contir�uing with the narth jine West Rosedale Street, North 71° 41' 09" West, a distance of 74.00 feet to the �OINi Q� ��G�NMING and containing 253 square feet or 0.0058 acres of iand more or less. Note: The Basis of Bearings is the Cen#erline Right-0f-Way of West Rosedale Street (a variab�e width Right�Of ay} assumed to b.e North 77° 41' 0" West. .�;� ,. �`���i� � Po � �� �� ��'°� ���;�' L�IR�°�°�' ...ao.,,,,� g �� i����R�l A�ar���;,,,' - . ��Qnw..e.._ �/1�r� /z� 2ooz � -- � � �XHI�� f ������ �oSm H,4RR15 S�]U/'7RV EY ABST a �V V � � � 1 � �1 � ' o l � � � 1� � � , � ,1 . !, � �' � '� a 2,482m (8J4' 589'44'22"E' 1 " `' �� � � '-� � ' � LOT 1, BLOCK 2 M�DICAL CENTRE VOL. 388-21fi, PG. 38 P.R.T.C.T. PR4P05Ep PERA�ANENT pRNNAGE EASEMEHi EQUETABLE BANK VOL. 11fifi4, PG. 7�20 (D.R.T.C.T.} � PRQPOSEp C4NSTRUCTION � EASfh�ENT � " � EXISTfNG DRAINAG� EASEMENT � �VOL. �8$-216, PG. 38 � ❑.R.T.C.7. i � � • ��� �r �24.�.�'� McDUNN PARTNERSHIP "��Z2�E VOL. 9139, PG. 5�5 12.953m r4z.�a�� tD.R.T.G.T.) /S68'E5'04'E . ti �``�d� { , rti ti p `� 1 ti .r - y t' � PDB �2SS�r L ~ ~ � � � i + � �r4 .a,� �� 1 1 PROPpSEn PERMANEN t � �-�N �rr , i DftA1NAGE EASEMENT ` PARCEL 2 1 �xr� ri i �. �/�� -L.�_ � �D+f��� t253�35 � FTJ Nc R.o.w. 1 `t''-�-�[ � - ` � --L_��-�L � � � i -�,�� � i i � ,{��� - � _ � � ° � � tJs���'-�- : ► `L + ��,q��A ���~+�--L N?rgr . ' � ; � i Q�� �/ �`R� °�' _ . . , �Ty R �7� GRAPHIC SCALE , + � Of/f/ ) Om S(Im - 2Drn � YY f - HOiE� A LECAL OESCRPT108 QF EYEN - GRAPFIIC 5CP1� 9A515 OF @EARNGS IS THE CEH7ERLNE SURYET �ATE HEREWITH � � � 0' 3D' 60' � WEST ROSEPALE STREET ACCU1�11W�5 TMS PLAT. r I.EGEND Ek!'sTNG A.O.N. LNE P17flPERFY LRlE _ (� COIINTY LINE —� �— CON7ROL Oi ACCE53 LWE III 9uAVEY LINE — — �— FENCL LINE —X��%•— pTY �WITS --------- EAS[MEN�S RIJLROl19 •— � srmxxuAe , i p. sra• noa aao vmH rcuow r�uTie ew u�u '�YLA" lCT, IlN6E55 OTHCRWFSE N07EO �• SfE" RON R00 fOLNO.IJNLE55 6TIERtYISE NOTEO R.O.H. • PDINf OF BE(iMWG P.0.4 • POINf OF Cd.1�Np1lG e " oRAPERiY �+�r paG3C�l�[� � A PLAT OF A SURV�Y OF A 23.525 sq. m 253.23 IS.F.) TRAC� OE LAND IN TH£ E.S. HARRIS Sl1RVEY AB57RACT NUMBER 688 AND BEING PART OF LDT 1, BLOCK 2 MEDICAL GENTRE CiTY OF FORT WORTH 7ARR��NT COUNTY, TEXAS PARCEL 2 —. . .�_. — • - - � Q �. � L �� � F�� �� a� x� n �� ...� � DATE 3-12-2�D2 � 1���C� I�, �pb2 DRAIl�AGE Il�IPRQVE1�1E1�'T� BETV4JEEliT 9� AVE. � FVV�VRR BRIDGE DOE # 3�4i TR�iCT � �UV. R4�EDALE ST. V�EST OF 12� A�E. t�! PORTIOI'�T OF LOT 1 BLOC� �,1VIEDICAL CEhTTRE �4.DDITIOI�T, FORT �ORTH, TARRAI�T CUUI�TTY, TX. TEIIZPORARY CUNSTRUCTIQ�T EA�EIliIENT THAT Ni[CDTJI�TI�T PARTI�TERSHIP, hereinafter refened to as "Grantor" for and in cvnsideration of Qne Dollar ($1.00) and other v�luable consideration pai�d by the Gity af Fort Wvrth, a municipal carparation af Tarrant County, Texas reeeipt of which is hereby ackn�wledged, do grant, bargain and convey unto said Ci�r, its successars and �ssi�s, the use and passage in, aver, and across, below and a[ong the fnllowing parcel ar tract of land situated in Tarrant County, Texas, in accordance with the p�at here�o attac�ed, to wit: PROPOSED COI�TSTRUCTI4I�T E��EI'bYE�fiT � TR�iCT � �EE r+�TgTACHED E��HIBITS "�i" 8a "B" It is furt�er agreed and understood that City of Fort Worth will be permitted the use of the above described strip of land %r the purpose of the construction of storm drainage improvements. Upon compleiion of said improvemen#s and its acceptance by the City of Fort Worth, Texas, all rights granted wit,�in the abo�e�described Tempo;rary Construction Ease�nent shall cease. TO HAVE A1iiD TO HOLD the above aescribed premis�s, together with, all and sin,�ar, the rights and appurte�.ances there�o im anywise belongin.g u�to the said City of Fort Wort�, its succes�ors a.nd assigns, unti3 the completion of constructian. And Uwe da hereby bind snyselflourselves, my/our heirs, successors, and assigns, to warrant and defend, all and s�ngular, the said premises unto the said City of Fort Worth, its successors and assigns, against every �erson whomsoever lawFully clasming or to claim the same or any part thez-eaf. It is intended by tlaese presents to canvey a Temporary Constructian Easeme�t to the said City o£Fort Warth to construct �he described improvements, with the usual right� ingress and egress in the necessary use of such Temporary Constructio� Easement, in and along said premises. Il�T �VIT1eTESS �VHE OF, Grantor has caused this instrument to be executed on this the �� day of , 200�. Q R ) � �-- -- �,, / J r�CKI�T€D�I,ED GEI�iE1�TT THE STATE OF TEXAS § C4T1�TY OF TARRAI�T � BEFORE 1ViE, � ._cQ , Notary Public in d for the State of Texas, on this day pe onally ap ared ��� _ , (Presid�nt) {Vice-President) (Attorney�in-Fact) of � �� �I , a corp ro ation, knovvn to me to be the person whose name is subscribed ta the foreg ing instrument arid acknowledged to me that he �ecuted the same in the capacity indieated, �� as the act of and deed of said eorporatian, and for the purpases and considera#son therein ; expressed. �� GIVF�N UI�TDER I�' HAleTD �iD �EAL OF OFFICE, this the j 1L �day � � of � , 24�. �V �-�P - Notacy Pu 'c, State oi i My Cvmmission expires o� the p� � day af �, �-� ,�0 �� con��in�ua��io� �� �r�o��s�� cvn�s�°�uc�io� ��s����T iR�ci 2 ��Ih1G a 3715 square foot tract of land situated in the E. S. Harris 5u�vey, abstract No. 688, of Tarrant County, Texas, and being a part of a ca�led 0.6367 acre tract of land described in a Deed fo McDunn Par�nership recorded in Vvlume 09139, af Page Q515, ofi the Deed Records of Tarrant County, Texas, and being more particularly described as fof�ows: COrilIIVI�NCIhl� at a 518" iron rebar wi#h a yellow plastic cap marked "WLA" found for corner at the intersection af the north lir�e of West Rosedale Street (a va�iable wi�th right-of-way) with the east line of the St. Louis and San Francisco Rail Ro�d {a variable width right-of-way}; TH�I�CI� departir�g #he east line of said St. Louis ar�c� San �rancisco Raii Road and continuing with the north line of West Rosedale 5#ree# the following bearings and distances: 5outh T7° 41' 09" East, passing at a c�istance of 8.27 feet the southwest corner of an existing variable width drainage easemen# as dedicated by said Medical Gentre Ac�dition, cor�tinuing in a11 a total distance of 34.67 feet to a 518" iron re�ar with a yel{ow plastic cap stamped "WLA" found for corner, said 5!8" iron rebar being in the north line of a called 0.6367 acre tract of lanci described in a De�d to McDunn Pa�tnership recorded in Volume 09139, at Page 0515, of the Deed Records of Ta�'rant County, Texas, said 518" iron rebar being also in the north line of Wesi Rosedale Street (a �ariable width right-of-way); M1, South 89° 44' 22" East, deparking said north line of West Rosedale Street and continuir�g with said north line of said 0.6367 acre �ract,- passirtg at a ;� distance of 8.'f4 feet the soutf�east corner of said existing �ariable width . drainage easemen# and cor�tinuing in all a iotal distance of 32.77 feei to a paint for carner, said point bei�g also the ��1Ni OF ��CINNIN� of the ' herein described tract; �'b�N�� continuing with the north line of said 0.63fi7 acre �ract, Sou#h $9° 44' 22" East, a distance of 13� ,71 feet to a pant for corner ir� #he nor�h line af said 0.6367 acre tract; �b�P�C� con#inuing with the north line of said 0.6367 acre tract, 5outh 59° �0' 22" East, a distance af 47.26 feet to a point for cor�er in the north Iine of said Q.6367 acre tract; �HEN�� departing the north lin� of sa�d 0.6367 acre tract, South 12° 18' S0" West, a distance of '19.29 feet to a 518" iron rebar with a yellow plastic cap stamped "WLA" set for co�-ner in the north line of said West Rasedale Street; �OiV�IiVUAilO[� O� ��OPOS�D C�i�S��UCTiON �A5�19���1TS iH�lVC� continuing with the north fine of West Rosedale Street, North 77° 41' 0'9" Wesi, a distance of 13� .83 feet to a 5/8" iron rebar with a �rellow plastic cap stamped "WLA" set for co�ner; ib�NC� departing the north line of said Wes� Rosedale Street, North 68° 25' ; 04" West, a distance of 42.50 feet to the �OINT O� ��CINNING a�d containing 3715 square feet or 0.0853 acres more or less. ! No#e: Tf�e Basis of Bear�ngs is the Centerline Right-Of-Way of West Raseda�e � _ 5#ree# (a variable width Right-Of Way) assumed to be North 77° 41' 09" West. ,� .� I �� � � �'� � � � U � f�la�c� l z �d � � � :� � ���i��T ����� � �eSo HARRIS �URV�Y �o-r �, BLOCK z �° ABST e 6�� M�pICAL CENTRE � VOL. 388-216, PG. 38 o P.R.T.C.T. � 1 �� rn 20.0� EQUlTAB�.E BANK ��, �� Po � sTz.�' �6saT.� VOL. 1�fi64, PG. 1820 S" �� �� —�-� Q������E (D.R.T.C.T.) � � � �� ��� � TRACT 1 2 � � �� PI�OPOSED CONSTRUCTION EASEMEI�T �� �.8sy,� � �W 765.728 5Q M . � N��S r2s.sp.� r u,�� iS2�2.23 5Q FT} �,�, 1, a�`� . � ��� EXISTiNG �RA{NAGE EASEMENT �� � �� g�� VOL. 3�$-216, PG. 38 �� �1 �� �r� D.R.T.C.T. �.� TRAC7 2 �� j � �� � PROPOSED CONSTRUCTION EAS��IENT 345.1fi9 SQ M � � � a �� � (3715.37 SQ FT) . O , � 0 36.8,�2m 1 � �� ��� sr� r�2Q��'� �3rsa P AR T 0 F � o ��•,��o�°E � �' r45.2T� TRAC'� 1 � , POC � � � � 4Qd44m lI3L71'J � a � �,, �, �'4/'pg.E ' � � � � S89'�44`22'E � � � � DRAI AGE EPSEMEWTNf s�2�� t/ ����a��2��/3/,$ . p 4'620pj (/$,/�.J ti �sa�2s ��a1 Nn'4i��,� � � s�2�a.s�.w i �y .z, y�3� � � � � ` i— - _ � _ ,y�j,� r�'3D Ns�2s rp � �'J S.Bjg,� �/ � ` S/ 9 ` �-�_ 2Y8� �29�j 4 --�.`� McDUNN PARTNERSHIP �4gssm ��,2�,� spy�' N j �--VOL.9139,�PG.515 Ss�i�'22•E ' (D.�.T.C.T.) ' 1 --_ �} "�-� ]p.4 pQ �- � �v�� +~ ' � M�4���"W � � � r�qR� �qLE �`--�_[_ -�-_ Aa � a ,� ��+ �_ GRAPN� SCAL.E I L �I/ �� / � � Om 1dm 2Dm � R GRAAHIC SCI4LE _ o� ao� ea� L£GEND E%R�W6 R.O�w.[wC PROPEATY L�Nf � COVNTY L1NH -- —� CUNTROL OF ACCES5 LN9E III SURVEY L1NE � — � FENCE L�E —X—X— atr �n.urs —�--------- EASENENiS RMRGAO �,._. — STRIIGTWIE ;• • ' �• 5/6' WON HOa WIIH YEtlOW PLASiIC LAP MAPo(ED "WLA^ SET, IiNLE55 0T{{EpW15E Hp7Etl �• 5l8" IR4H R00 FOUNU.UNLi55 OTHEqWISE HOTED P.0.9. • P�INf OF BEQNNNC P.O.C. • POWT OF COt7AfENG� Q - PROPER7Y UNE PARCEL 3 � ^ NOTE� BA515 OF 6EPRiNGS YS THE CENTERLINE 6F WE57 RD5EDltE SiREET P�1�C��� SURViYu OATE �g� HF EVEN � �/�/� y j. �cco�u�s ,�s �aT. � A PLAT OF A SURVEY OF A 111Q.897 sq. rn 11,958 (S.F.) TWO 7RACTS OF LAND iN THE E.S. HARRIS SURVEY ABSTRACi IVUMBER 688 ANi] �EING PART 0�' LOT 1, BLOCK 2 MEDICAL CENTRE Cll'Y OF FORT WORTH TARRANT COUI�TY, TEXAS � t` LIe.T ;;?�� RL�',fJ Pf2{]��CK �,�� ., .« .00� x�s.«o.�a ........... ... '.'.'�'�R °:5� 3'� �% c�"' ,� •� i;,: .r •:.t�_r��� F,�i� �;^,� J ;�� a y - «�,� '.y.��£*j �, '. e._� � :"� ,+�" ' ��iG�- ��Z ZodV , / a DAiE 3-12-2002 CITY ���R��4�Y 06-o�-a2 Po�:2� ���Ni�ACY iV�. �►�� ����si�� �r���ts� �������n�r iHIS AGFi��M�NT, made as ofthe „�`.� day of�2002, �y and between I QA C PAN he�e' afte� referred to as "Licensor" FORTINORT�f & WEST�RN RA LR Q OM Y( �n } an� C1TY 0�' ��Fii WDFiiH (hereinafter. ref�rred to as "Licer�see"). Subject to the p�ovisions hereof, Licenso� hereby grants to t�e Licensee, effect3ve as of the date first herein w�itten, permissian fo insfali, op�rate, maintain, repair and use drainage facilities (�rereinafter, t�e "prainage Facifities") north of the inte�section of the right-of way of Licensor and Rosedale Street, �ort Warth, i'arrant County, Texas, the exact location ofifhe 9rainage �acifities being•more pa�ticularly shown and descri6ed or� the p�int hereto attached, marked �x�ibit "A"' and made a pa�# hereof (h�reinafter "Pf��MfS�S"). Licensee's rightto use fhe premises is nonexclusive, ar�d �icensorand its nominees shall have ihe �ight to er�te� and use the Premises for any purRoses ti�a# will not unreasonably interfere with the rights granfed io �icensee hereunde�. (1) This Agreement may be continued in effect for a#erm of fifty (50) years (tne "Term"}, commencing on the fi�st date herein written, and subj�ct to earlier termination as provided �n this Agreement. (2) Licensee agrees to pay to Licensor a fiee fio� the use of fhe Premises of T�N DO�LARS ($10.04} far a fifty�year periad �eginn'[ng with the date first herein written and payable in advance of the effective date of fhis Agreerrient. (3) Application and cons#ruction plans for the Drainage �acilities shafl be � suhmitted by Licensee #o !�[censor and m�st be approved by �icensor prior to construc#ion o� reconstr�ctior� of the Drainage Facifities. �'tcensee shall, at its own cost and su�b�ect to ti�e supervision and control of �icensor pursuar�# fo LEcensor's requirements and ar�y . stat�te, order, rule or �egulafian or any p�bl�c authority ha�ing jurisdiction thereof, locate, construct and ma�ntain the Drainage Facili#ies in such a manner and of such material �hat it will not af any time be a source of danger to or inte�ference with the presen# or fut�re tracks, roadbed and property of �icensor, or the safe opera#lon of its railroad. If at any time Licensee sha11, in t�e judgment of Licensor, fail io perform properfy its obfiga�ions under this paragraph, after notice to Licensee of such failure and a reasanahl� opporkunity to cure same� �ot to exceed th'rrty (30) days, Licensor may, at it5 option, itself perFarm such vuor�C as .i# deems necessary for fihe �afe operafion of its railraad, and in such ev�n� Licensee agrees #o pay, within sixty (60� days aftee bill shail have beer� reRdered therefor, the cost so � incurred by Licensor, but faflure an ihe part of L�censor to perform tiie obiigations of the Licensee shall not release the Licensee from liabifity hereuncier foe loss or �amage occasioned thereby. (4} Licensee shall use ihe 9ra'rnage Facliiies solely for dra�nage purpos�s. ar�d shall not use if for any other purpose wF�atsaever. � � ��i (�� Licensee sha�l, within thirty (30) days of in�oice to Licensee, reimb�rse Licensar far any expense incu�red by L.icenso� far fafse work to support Licensor and Licensor's tracks and for flagmen to proiec# i#s traffic during installation of the Drainage �acilities and forany and all other �xpe�se incu�ed by Ltcensor arisir�g o�t ofvr as a resulf of the installatian, opera�ivr� o� marntenance of the 9rainage Facilities. {6) !# no feasibfe alterna#iv� exis#s, Licensor� reserves the right, upon priarw�itien notice to l�icensee, ta require L,icensee, at �icensee's cost and expense, to move, �emove, relocafie, alfer o� change #he locatian af the ❑rair�age Facilities to an alternate locat�on in t�re event such move, refocafiion, alteration Qr change is r�quired for safety reasons o� io accommo�ate Licer�sor's railroad operafions andlor co�struc#ion activities. (i) Licen�ee shail, upon givir�g Licensor forty eight (48) hours' ad�ance noticc by contacting the Licensor �hief �ngin�er, �ave tha righ# to enter the Licensor's right-of way in the Wicinity of fhe Drainage �aci�ities for the purpose afi ins#afling, mainta�ning� repairing or removing ih� Drainage Faci�ities. Ir� the e�ent of any emerger�cy, �he forty- eight {48) hour nofice shafl be waived, provided that Licensee o� its confiracto�s shalf make every ef€ort ta notify Licenso� of the natu�e ofi fihe emergency and fhat ent�y onto t�e right� o� way has occurred. {8} At afl times during construction, mairrtenance or repair of the �rainage Facilit�es, Licensee or' �ts conf�actors shall keep the rightdo€ way in a neat and safe condition artd shall �Ceep the tracks clea� of obstr�ctions. {9) To the extent permitted by law, Licensee shap at al� times indemnify and sa�e harmless Licensor against and pay iR full all foss, damage or expense #f�at Licensor may sustain, incur° or become liable far, resul#ing in any manner ��om the construction, maintenance, use, state o� �epair, presence or remo�al ofthe Drainage �acilities, including any such toss, damage, or expense arfsing out of (a) loss of or damage .fo prvperty► (incfuding, but not limited to, prap�rky owned by, lease� ta o� 1n the care, custody or control of #he par�ies hereta), (b) in}ur�r to or death of persons {includ�ng, but not limified to, employees and agents af the parties here#o), {c) mechanics or atherli�ns of any character. Natwithstanding the foregoing to tF�e contrary, nofhing here�n shafl ever be cor�strued so as to require 1�icer�see to coUect or levy taxes to fund its oblfgafions under this Paragraph 'f 1. (10) Notwitt�standing any ather provisions of this Agreement, Licensee shall compl� with aIF statuies, ordinances, rules, regulafions, orders and decisions (hereinafter referred ta as 'iStan�ards"), issued by any fed�ral, sta�e or local �overnmental body or agency es#ablished thereby (hereinafter referred to as "Authority"), re�ating ta �icensee's use of Licensor's proper�y hereunder. f n its �se of ihe P�emises, �icensee shal[ at all fimes be in full compfiar�ce with al! Standards, p�esent or future, set by any Authority, inciuding, but not limited to, Standards cvncerning air quality, water quality, noise, hazardovs substances and ha�ardous waste. In the e�ent L�censee fails to be in futl complianca wifh Standards sef by any Auihority, ��censor may, after gi�ing �easonable notice nf the failure to �.icensee, and Licensee, within #hirty (�0) days ofsuch notice, €ails ei�herto correct such 2 � non�compliance or ta give written notice to Licensor o� iis inten# to contest the allegation of non-compliance before the Au#harity establishing the 5tartdard or in any oiher pro�er forum, take wnatever ac�ion is necessary to protect the �'cemis�s and property of Licensor's �ail�oad and other adjac�nt praperty. Licer�see sha�f, wifhir� thirty �30� days of invoice ta �icens�e, reim6�rs� �he Licensor for a!I costs {including, bu# nat iimited to, consulting, engineerfng, c�ean-up and disposal costs, and legaf cos#s} incurred by Licensor in compiying with such Standards, and also such costs incu�red by Licensor in abating a violation of such Standards, p�oteciing against a threatened vioCation of s�ch Standards, defending any claim of vialation of such Standards in any proceeding before any Authority or court, ar�d paying any tines or p�nalties imposed for such wiaiations. LI��N��� �H�,�� ASSU�� LI��ILIil' �OR �1iVD SHALL SAV� df�� k���] H��NYLE�� LIG�NSO� FROIV� A�dY ��,Al� �� �4 VIOL�YI�N O� S�I�H �i'�►N�AE��S ft�C��DL��� �F iF�� N�iI�R� �b���0�' O� YW� �4�lTi;��liY O� ��RS�R! A��E�TIW� ���b ��r41h�Y, !+4lb�CW Fi��Ul�iS F��NY �IC�N���'S US� �F �I��NS��'S ��OI��RTY. (1 �} While this Rgreement is in effect, Licensee a�nd con#ractors, at Licensee and contractor's expense, shaif maintain and furnish Licensor and �W1NR evidence of insurance. Licensee and �icensee's cont�ac#or(s) shall provide certificates o€ insurance to Licensor and ��WWF� pr'to� to the contractor's iniiial entry .onto Licensor's property. If Licensee e�ec#s to self-fund the risKs associated with this Agreement, Licensee shefl provide Licensar and FVIlWFi wiih dvcumentation of t�e Licensee's respective program. Licensee may efect to obtain comme�cial liability insurar�c,e at any point du�-ing the term of this Agreement. Said co�e�age shafl �e: �a) Occurrence form rather�han "claims made". Licensar may, at iis sole discretian, accept a"claims made" �olicy pro�ided that L�censee and Lieensee's contractors agrees that such "claims made" poficy shalf include a minimum of three (3} years exiended reporting and disco�ery period, or License� and �icensee's contract�rs agree replacement "claims made" coverage shall co�tinue to contain #he same retroactive date as the policy being replaced. (b) Limits to be not less than $1,Q00,000. pe� occurrer�ce and $�,Q00,000 in �he aggregate, or such othe� limits as required by Licensor. �c) Licensor shal� be named as additionaC insured �n the pa[icy�s). {d} An aceepfabie, written confirmaiion (eertifcate of ir�surance) shafl be requi�ed to be in the possession of �icensor before operatians commence and fhereaf�er, at least #ifteen {9 5) days prior #o expiration of co�erage. k' (e) Thirty (30) days advance wriften noiice of canceflafiion, change of ° � carriers, or ar�y oiher material change in the ins�rance program of �icensee and Licensee's . contractors. : (fl lnsurance policies s�ali provide a waiver of subrogation Pn favor of . L�censor. ' 3 fn the event Licer�see fa�ls to comply with any pro�isions of tt�is ParagrapF� 13, this Agreement shali auioma#ic�ity terminate without notice. . ('(2) In the e�ent ai� or any portior� afithe Premis�� si�all be taken or condemned for public use (including conveyance by deed in lieu af or ir� settlement of condemnation proceedings), this Agreement sha�l be r�voked on the sooner of the oTder of possession or the date of fhe fina) order of condemnation or deed. Licensor si�all be enfitled to a!f compensation and damages aris"rng out of such taking or condemna#ion, or safe ir� lieu fhereof, and �icensee shall assign to Licensor any and �Il compensa#ion and damages awarded to Cicensee in cor�nection t�erewith. (13) iermination orrevocation ofthis I�icense shall not �elease parties hereto fpom any liability vr obfigation hereunder, �v�ether of indemniiy or othervvise� resulting from any acts, omissians, or events wi�ich occurred prior to such termir�afian or revocation� or therea�ter in case by #he terms af this Agreement if is prowided that anything shall or may have fo be done after such termina#ion or revoca�ions. Upon #ermination or revocation of this Agreement, Licensee shafl discor�tinue the use of the Premises and, wit�in sixty {60) days, remove the Drainage Facilities and all other property af Licensee from the Premises. Licensee shall restore the Premises as r�early as possible tv the cor�dition in w�ich �hey existed prior to the constr�[ction of the Drainage Facifities. Property of Licensee not removed from #he Premises within sixty (fin� days after #he termination or revocation o€ this Agreement shafl become the property of Licensor. Licensee agrees to reimburse f�icensa� for fhe cost and expense incurred 6y Licer�sor in restnring #he Premises and disposir�g of said property of Licensee nof so rernoved. If Licensee �Fails to surrender possession of the Premises upon termination or revacation of this Agreement, Licensor shali ha�e the righfi, #o the extenf permitfied by law, #o reen#er fhe Prer�ises and remove therefrom Licensee and any person or entify claiming by or through Zicensee. (94) Licer�see shalf he in default undeTthis Agreemen# if L�censee faifs or ref�ses ta pay any amount hereur�derwher� due ar if Licet�see fails or� refuses fio perform any otf�er covenanf or cor�difiion. lf Licensee fails to cure a default within thirty (3D) days after notice from Licensor tD Ci0 50, Licensor shal� ha�ve t�e right, wi#hout furtheP notice and in addition fo any ot�er remedies Licensor may have at law or equify, #o revoke #his Agreemer�t forthwith and to retake possession ot the Premises. (15) Licer�sor's �Failure to enforee o� exercise its rights under ar�y term, condition or covenant of this Agreement sha�l not be construed as a waiver of such rights or �f such term, co�enant or conditions. Acceptance of the fee shaff not be deemed a waiver of �.icensor's right to terminate t�is Agreemeni as provided herein, rega�dfess of when accepted. � 4 (16) This Agreement is personal to Licensee. As such, Licensee has no right to assign this Agreemen# in w�ole or in part, o� to s�blicense the P�emises in whole ar in part. {17) Any notice hereunde� to be give� by �icensor to �icensee st�all be deemed to b� properly senred if it be deposited in the United States Mail, posfiage prepaid, addressed to the �icensee at � 000 Throckmorton, Fort Wo�ih, Texas 76� �Z. Any noiice to be gi�en, hereunder by �icensee to Licenso� shafl be deemed to be properiy served if the same be deposited �n #he United States Mail, �os#age prepaid, addressed #q Licer�sor at 830a Ridgtea Piace, S�ite 7�00, Fort Worth, iexas ��1 � 6, Attention: Presidenfi. The parties hereto may by written notice change the address to wF�ich such demands, notices or statements may be sent. , (� 8) in the svent tl�atfin►o or' more par#ies execUfe #�is ir�strument as the Licensee� alf the covenar�ts and agreements of Licensee in #his Agreement shail be the �aint and severaf covenants and agreem�nts of such parti�s. (� 9) A�t the covenants an� pro�isions of this insfrument �hal� be binding u�on and inure io the benefts of the successors� legal r�presenta#ives and assigns of the parties to the same ex#e�t and effect as the same are bir�ding upon and inure �o tf�e ber�eft of tf�e parties herefio, but no assignmen� hereof by the Lice�see, ifis successors, legal represen#atives o� assigns, or ar�y subsequenf assigr�ee, s�tall be �inding upon Licensor without the written coRsent of Licensor in each instance. {22) in t�e evenf of fitigafron on this instrument and shoufd one or more c�auses be faund invafid, a�i other pravisions of the Agreement are to stand as written. �23) The covenar�ts and agreements �erein contained shall inure fo the benefif of and be b�nding upon the pa�ties hereto, their respecti�e heirs, legal representaiives, successors and assigr�s. {24) The terms of t�is Agreement and a�l rights and ob�igations here�nder shall be ga�e�ned hy fhe �aws of the State of Yexas. (25) Tl�is Agreement shal� nvt be modifed except by written ag�eement of tl�e parties. [Signature page follow�] � THEllTCE, South 77 degrees 54 minntes 28 seconds West, a distance•of lO1.A8 feet ta a point on the existi�ag �west right of-way line of said railraad, said point being on the existing easi praperty line o,f Lot A, Block 5 of the Mistletos Heights Addit�on, an addition to the City of Fort Worth, Tarrant Caunty, Texas as recorded �in. Vol.ume 38$-59, Page 25 af the P.R.T.C.T., said point also bei�g on a curve to the ie�t with a radius.af 1491.35 feet, a central angle of 13 degrees 11 minutes 54 secnnds, a tangent af �72.53 feet and wh�se chord b�ars North 17 degrees 53 minutes 04 seconds West, a distance of 342.78 feet; THE1�iCE, witl� said curve to the left, along said west rig�at-of way line and alang said. arc, passing at a distance of 241.89 feet, #he northeas� corner of said Lot A, said pai�nt also being �e soufiheast corner of Tract 3 of the said Mistletoe Heig�ts Addition, cont�nuing in all, an arc leng#h of 343:54 feet to a point for corner at the end of said curve; THERICE, North '�� degrees 34 minutes Q7 seconds East, a distance of G1.78 f�et to a point; - THE1�iCE, Sourh 2� degrees OS r�inutes 44 seconds East, a distance of �8.36 feet to a point; THENCE, South 2p degrrees 34 minutes 07 seconds East, a distance of 43.Q3 feat ta a point; THEi�CE, South 16 degrees 56 minutes 14 � seconds East, a distance of 19,2� %et to a point; • TI�EI�TCE, 5o�th i8 degrees 42 minutes 27 seconds East, a distance af 35.�4 f�et to a pnint; TfIE�TCE, Sou#h 16 degrees 08 minutes 23 secands East, a distance of 70.13 �eet to a point; TI-�EllTCE, So�th.13 degrees IS minutes 50 seconds E�st, a distance of 52.38 feet�to a point; ' ' � T�ENCE, North 77 degrees S3 minutes 34 seconds East, a dis�ance oi 51,37 feet to a p�int on the eJcisting sast right-af-way li�ae of said railroad and the existing wes� property line nf Lat � of the said MedicaI Centre Addition; � T�EI�ICE, Sout� 13 ciegrees 02 minr�t�s 53 seeonds East, along the existing east right-of way line of said railtoad and along the existing west property line oi said I.ot 1, a distance of 45.99 feet to a pai�t; . THElliCE, So�th 13 degrees 02 minutes 53 seconds East, along the existing �ast right-of- way line af said railroad and along the �xist�ng west pxoperty line of said Lat 1, a distance of 45.99 feet to a paint; ��� TAEli�CE, South 11 degrees 43 minutas S2 seconds East; co�dnuing along said existing east right-�f-way line and said existing west praperty line, a distance oi 39.9Q feet to� a po�nt; � . T�iE1�CE, Sauth �.0 degr�es 38 minu�es 16 seconds East, continu�ng along said existing east right of way line .and said existing west praperty Iine, a distauce of 13.d� fe�t to the FU�iT C}F BEGINNIl'�G and contaxning 25,23b squar� feet or 0.577 acres af land, more or l�ss. Note: The Basis of Bearings is the centerline oi West Rosetlal� Street. *S'URVEYURS CERTIFICATE* � � �� To al� partias interested �ian tide to tYie premises surveyed, I do hersby cerki�y that the property shown herean was survey�c� on the ground during May of 2U0�, under my di�tian and 'supervision, and that �t is true and c�nect ta the best of i�owledge and belief. . Company Name: LOPEZGARCI�,, GRC3UP �m�n�.� ,..�_• I.or►n Gilles ie y P Regis�ered Prof�ssianal Land Surveyar �To. 5261- State of Texas F � : � i�'� � �, . LDlVNY�GlLL�SPI� R....~ ......:.................................... :� ��fi� �'� =v;�°'��s s�° a� �� , � ��+�►� f� Date: OS-03-02 lr�� i � , I PLAT �F' � VALENTIN GARCIA ' ' 7'RACT 3 M15TLETOE H�IGHTS ADDN. P.R.T.C.T. � �r�e ��'l��! J �V �V �l AB�i� 6�� Curve D�ta:� RadiusF1491.35' Length=343.5Q' Delta =13°19.`54" ��CI�[�l� � :� � � �, . �� NQ W �� � � � � ? rn ��� t.n �� � - � � - � ' �' � � ��R R 1 2� m �� N �cn o0 � � �� �w � � v`�► �`' � � �� � � �� . � �� � � �n a� � AJ � Q tn O �'rl. � LOT 2, B�OCK 2 MEDICA� CENTRE VOL. 388-21fi, PG. 38 � P.R.T.C.T. 'L x LOT 1� BLOCK 2 �, MEDICAL CENTRE � VOL. 3�8-21fi, PG. 38 �, P.R.T.C.T. `� EQUITABLE BANK VOL. �16fi4, PG. 182� �5,� �,�� (D.R.T.G.TJ �ar A, a�ocK 5 � � � MISTLETOE H�IGHTS ADDN. � 1 VOL. 388-59, PG. 25 ` � P.R.7.C.T. � I �� Yya ,Q���� . �,��Aa ��� �'TR � s �� ��or,� ��T �`,%,Dy►E . �o�vi GRAAMC 5CALE Om 1Um 2t3m c�apHre sc,tiE • 0' 0' 6p' - — -- LEGEIVD NOTE� — ess5 oi eeulncs �s T►E CE+�rs�tl.nE pK WEST ROSEDALE 5TREE7 ti � TRbCi 3 0.57�T A�C l25J3�'�SL? FT3 jP��� , �59�' .E �30��� �Ol,�;��y i STr'5'�. . , , � N/D'3��1Y ►ti �at43 �. ti �4�527y , .� � , � ; Poci � � , A LECAC GESCRPTI61t OF EVEH � su�ver o�rE �x�r►i ACCOF�PJiaES TFIS PLl4T. �. PAOPE TY•0�[�IHf —___ p � � � �C � � . �� � � COWITY LIFlE -- -�� CANSR9L OF ACCE4S LY+E III ' S�vEY �� ----------- A PLAT 0� A SURVEY QF A 0.577 AC I �;Y`�;,;$ —"^" t25,136 S.F.? TRACT OF �.AND IN THE ,�, �,�EN�TS E.S. HARRIS SURVEY ABSTRAC� N0. 688 R�VLR41A -- -- AND BEING OU�' OF SYAl1CT[1HE �� •� (� A�� ��t/+ [�/''� �7 �7 Q• M1/C WUH Aou 1Mfi1 YELLOW PLASTIC CM kIMNED �T �OUI� OC S/'UV FR1iIYl..�.?4O IIIZ ROW �+ xu sEr.uNuss a�nrewis� r+orea C�TY OF FORT WORTH �• S/6" IIfON R00 FOIIND, UN.E59 OT11ERttISE NDTE� ".°�°.-P"°�°`�`�R1N° TARRAiVT COUNTY, 7EXAS P.4C • P�AIT OF C�1l1EHClH6 - Ij • pROPLlItt' Lt1E - �. n...�.......�....�.� � .. _ � �. 'ARC£L 3 +�, . 51f�� �Z� 5��3 s� PROPOSED P�RMANENT DRA1idAG� EASEMENT � 1 � � � . � EXISTING pRAINAGE 4 •�ASEM�Ni tVOL. 388-276, PG. 38 o.R.-r.e.r. �CJ �. � � �'� ���15 iE�;� ?� � �oi�ni; .. o� � - `� �.,.� � O ��R���� � - tif -- DATE 5-3-2402 C'iiy oj``.�'ort l�o��h9 �'exas c��a� ��c� ��+�nc�[ ��m���n����;�n DATE R�FERENGE NllMBER LOG NAME PAGE 5I� 4102 ����tr� �7�� I 3D5TATION � o{ 3 su���cr AUTHORIZE THE PURCHASE OF 61,6�fi SQUARE FE 'f OF LAND OIJT OF THE E. 5. HARR�S SURVEY FROM THE FORT WORTH WESTERN RAILROAD FOR THE RELDCATI�N AND CONSYRUCTION OF FIRE STATION NO. 8 RECOMMENDATIDN: It is recommended that the.City Council: 1. Approve the purehase of the property described belaw from the Fort Wort� Western Railroad (FINWRR) far the relocation and construction o# Fire Station No. $ far a total cost of $455,742.00; and � 2. Autha�ize the City Manager ta execute the appropriate deeds and ciasing documents, and aflow the Engineering Department, Real Property Services Divisian, to file the deeds in the City's name; and 3. Authorize allocation to the Fire Station No. 8 project of any proceeds derived from. the future sa{e of tha portion(s) af the FWWRR rigi�t-of-way that is noi specifically required for #he construction of Ffre Statian No. 8 to offset any funding shortfalls. It is anticipated that approximately 'i .'[ acres will remair� for marketing after a[I iand requirements are met, and based on fair market value, a�ticipat�d proceeds v�iil be approximately $3� O,QD0.40; and �4. A�thorize allocation to the Fire Station No. 8 project of any proceeds derived from the future saie of ' the current Fire 5tafion No. 8 property ai 1301 West Rosedale Street to affsef funding shortfalls. It is anticipated that this �acility will be demolished, and the remair�in� ar��-quarter acre market�d. Based an fiair market valu�et anticipated �roceeds will be a�proximateiy $76,600.aD. D15CUSS10N: This property is needed to optimize the construction of a new fire station that will s�rve the hospital distr�ct and the residents in the surrounding area. The new sfatian is required to rep�ace the current Fire 5taiion Number No. 8, wf�ich is located at 1301 West Rosedale Sfreet. The existing station must be reiocated due to ihe state-s�onsored Rosedaie Street expansion project. The subject property proposed far purchase is adjacent ta prop�rty the City has previousfy assembled ta faciiitat� t�e new fire station construction and includes the entire railroad right-of-way extending trom Rosedale Street to Mistletoe Boulevard. Acquisition o# this tract of land is considered prudent to provide safer and more efficieni ingresslegress for firefighting vehicles, would aflow for development of an optimal floor plan configuration o� th� new statian, wauld Temave an eyesore fram the cammunityt and facilitat� centraf city redevelopment. The architect car�curs that purchase af the subject pra��rty wo�ld allow improved design of the proj�ct due fo size and shape co�strair�ts of the exis�ing property. I Negatiations with �WWRR, the property owner, has resuEted in ar� agreed upon safes price of $7.OQ per ' squ�re foot. �'i�y vf Fvr� �orih, 7"exas �y�� r��c� �,��rr�+��t �'+�����y��r�i+�r� 3/4I�3 - -��195Q`l � . . . . . . . . . _ . . . 30ROSE 1 . - - . . . . . . _ . . . . .� of 3 . . OATE R��ER�lVC� NtJMB�R L�G NAME PAGE ���+g���� pPPROPRIATlQN aRDINA�ICE AI�D AUVARD QF GC3l�TRACT Tt7 C7SGAR REI4DA � CONTRACTtNC, liVC. �C3R WATER AND SANITARY SEWER REt�C?CATI�NS AND �, � ST�RM DRAlN IMPRC�VEMENTS ON ROSEDALE STREET (FlJREST PARK ; ; BOULEVARD T4 9TH AVENUE),. CC�NTRACT 2, UNIT i RECOMMENDATfON: !t is recornmended that the City Cauncil: ; 1. Authorize the transfer of $1,�4�,Q6�.00 firom �Y►e Water and Sewer �perating �und 4o th� ; Commerciai Paper-Water Fur+d in the amaurit of $764,389.Q0 and the Commerciai Paper-S�wer ; Fund in the amo�nt af $576,672.Q0; and � 2, Adapt the attach�d appropriation ordinance incr�asing estimated r�cei�ts and appropriatians in� the ; ; Commercial Paper-Water F�nd in the amount of $764,389.0� and the Cammercia! Paper-Sewer ; ; F'und in th� amaunt c�f $576,67�.�0 from availa�fe funds; and ; 3. Authorize the City Manager to exec�te a contract with CJscar R�r�da Contracting, (nc. in th� amour�t ; of $2,190,593.00 for water an�t sanitary sewer rel�cations and storm drain improvements on ; ; Rasedale Street {For�st Park Boul�vard ta 9th Aver�u�), Cantract �, Unit 1. ; � DISCUSSlC�l�: � On March 23, � 9�9 {M&C C-� 7334j, the City Cvuncil authorized the City Manger ta execute an �ngineering agreement with Garcia & Associat�s Er�ginearing, Ir,c. tc� prepare �1ans and sp�cificatior+s for water and sanitary sew�r refocations on Rasedale Street from US287 to �crrest Park Bo�levard. The water and sewer relocatians are necessary tv facilitate the proposed paving impravements on Rosecfale Street �y the Texas Department af Transpartation (TXDQT), On ��br�.�ary 27, 2Q01 (M&C C-18869j, the City Council authorized the City Manager to exec�te an engine�ring a�reement with iJRS Greiner Woodward Cycie to prepare plans ar�d spe�ific�tians far drainage improv�ments at East Rasedale Street and the propased Fire Static�n No. 8. The storm drain improvements were originally sched�led to b� includ�d with T7CDOTrs roadway project. However, in order tb expedite cc�nstructian af Fire 5tation No. 8, the storm drain impro��m�nts will be construct�d in conj�nction with t�e prc�posed wrater �nd sar�itary sewer relacations. T'f�e proposed improuements consist of approximateiy 2,70f? linear feet af various size water pipes �angi�g from 8 to �6-ir�ch�s in diameter, 2,400 (inear teet af various size sanitary sewar pipes ranging �om 8 to 12-in�hes in diarneter, and �,�20 linear fieet of a reinfarced concr�t� storm drain l�ox culwert ystem. 'D AQVEF�TISEMENT - This praject wa� advertis�d tor bid on Se�tember �6 and C?ctober 3, 2002. � October 24, �aa�, the follvwin� f�ids were reeeiveci: City of .�oYt i�'orth, T'exas ���� Afld ����1��� ��i��1+�r��cAt1�f1 DATE ftEFERENCE NUMBER �OG IVAME �/4/0� �o� 9�Oi 30ROSE PAG E 2of3 SUBJ�CT APPROPRIATION ORDINANCE AND AWARD OF C�NTRACT TO OSCAR RENDA C�NTRACTING, INC. FOR 1NATER AIVD SANfTARY SEWER RELOCATIONS AND STORM DRAIN IMPROVEMENTS ON R05EDALE STREET (FOREST PARK BOULEVARD TO 9TH AVENUE}, CONTRACT 2, UNIT i BIDDER AM�UNT TIME O� COMPLETI�N Texas Eiectric Utility Cor�struct�an, Cnc.* $�,758,080.85 . 4scar Renda Contractina, 1nc. ALJI Contractors, L.P. Tri-Tech Construction, L. P. Conatser Construction, Inc. Wi{liam J. Schultz, Inc. dlb/a CircEe "C" Construction Company $2,190.593.OQ $2, 427,726.50 $2,497,fl26.D0 $2,566,377.a0 $2,850,849A0 1 SO Calendar Days �'Subsequent to receipt and re�iew of aA bids received, staff determined that several o� the unit prices submitted by Texas Electric Utility Construction, Inc. (TEUCI) were substantiaily lower than those submitt�d by the other five bidders �for sEmilar pay items. Due to the fact that TEUCI has no previous work experienc� in the City, staff sought and recei�ed wri�ten assurance from TEUCI that it had #hE abi[ity ta successfiully complete the project fiar the amount bid. Howe�er, TEUCI recently contacted the City and re�uesi�d that it be released from its bid withaut penalty because it ca�ld no longer honor its bid price and did not ha�e workers avaiiable at this time to construct the project. 5taf# recommends TEUCI be rel�ased fram its bid and that the prajeet be awarded to the next fowest responsive bidder, Qscar Renda Contracting, Inc. �'!?9s pr�ject is located in COUNCIL DISTRICT 9, Map�co 76�.. �n addition �o the cvntract cost, $86,Qa0.Da (wat�r: $49,000.00 sew�r: $37,000.04) is required for �nspeciion and sur�ey, and $37,�OO.OQ (water: $21,aQ0.00, sewer $16,D00.0�) is pravided for water anc� sanitary sewer project ca�tingencies. The contingencies for the starm drain improvements total �zs,�so.aa. � M/WBE - Oscar Renda Contracting, lnc. is in compliance with the Ciiy's M/WBE Ordi�ance by committing tfl 25% M/WBE participation. The City's goal on t�is project is 24%. C`ity of �o�t i�o�th, T'exas ���� ��d ��u�n�;� '"�����n;������ DA�1'E REFERENCE NUMBER LOG NAME PAGE 3/4/03 , �-19507 30ROSE 3 of 3 suB�ECT APPROPRlATION ORDINANCE AND AWARD �F CONTRACT TO 05CAR FiENDA CONTRACTING, INC. FOR WATER AND SANITARY SEWER RELOCATIONS AND STORM DRAIN IMPROVEMENTS 4N ROSEDALE STREET (FOREST PARK BOULEVARD TO 9TH AVENUE), CONTRACT 2, UNIT 1 FISCAL INFORMATI�NICERTIFICATION: The Finance Director certifies that upon approva[ and completion af recommendation No. 1 and adoption of the attached appropriatio� ordinance, funds will be avaifable in the current capital budgets, as appropriated, of the Commercial Paper-Water and Sewer Funds and the Street ]mprovaments Fund. M�:r Submftted for City Manager's Ot'fr�e hy; 1Vlare lytl Originating Department Head: Douglas Rademaker Additional Informatian Contact: Douglas Rademaker � �U�vn � (ta) � 1 &2) PW77 �476 i&2) PS46 2} PW77 I 2) PW77 2) P546 2) PS46 6157 (from) 3) PW77 3) PS46 3} C111 1) PE45 6157 1) P�45 { AccovHT � 4720A5 472045 541200 53i350 541200 53rt350 54�200 060770153580 $ 694,389.00 541200 070460133440 $ 523,672.OQ 5�4� 200 02Q111 p2� 103 $ 972,532.04 538�20 0$09020 $ 764,389.0� 538070 070902Q $ 576,672A0 CENi'ER 060770�53580 070460�33440 p6Q770153580 0307701535$0 070460133440 03D460133440 � �oUN�r $ 764,389.OD $ 576,672.00 $ 715,389.OD � $ 49,OD0.00 $ 539,672.00 $ 37,p00.00 C1T'Y SECREI'ARY AY'FROV�,D 3141f}3 UkD. #15�75