Date: 12/7/2018 RFB No: Commodity: Herring Avenue Street & Utility Improvements Purchasing Agent: Mr. Victor Venegas

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CITY OF ACO urchasing Services ost Office Box 2570 aco, Texas 76702-2570 hone: 254-750-8098 Fax: 254-750-8063 victorv@wacotx.gov www.waco-texas.

1 CITY OF ACO urchasing Services ost Office Box 2570 aco, Texas hone: Fax: Date: 2/7/208 FB No: Commodity: Herring Avenue Street & Utility Improvements urchasing Agent: Mr. Victor Venegas Closing Time: 2:00.M. CST, Thursday, December 3, 208 Opening Time: 2:0.M. CST, Thursday, December 3, 208 Bid Opening Location: Operations Center, urchasing Services Office, 45 N. 4 th St., aco, TX Addendum No: 2 The above-mentioned Bid invitation has been changed in the following manner. Sign and return addendum to the urchasing Office by the closing time and date with your FB response. eturning this page signed by your authorized agent will serve to acknowledge this change. All other requirements of the invitation remain unchanged. If you have any questions, please call or stop by the urchasing Office at the above address.. Clarifications 2. Changes to rocurement equirements 3. Changes to Drawings Firm: Address Signature of erson Authorized to Sign Bid: Signor's Name and Title (print or type): -mail Address: Date: Telephone: Fax:

2 SCTION ADDNDUM 2 Addendum Issue Date: November 30, 208 Bid Date: December 3, 208 roject Name: Herring Avenue Street & Utility Improvements roject No.: FB No Owner: City of aco ngineer: C&Y, Inc. This addendum forms a part of the Contract Documents and modifies the original roject Manual dated November 8, 208 and Addendum. Bidder shall acknowledge receipt of this addendum in the space provided below and in the space provided on the Bid Form. Failure to do so may subject Bidder to disqualification. CLAIFICATIONS:. Class A, Class C, and Class Surface eplacements are measured and paid for per linear foot (LF) of trench. CHANGS TO OCUMNT QUIMNTS: 2. For the amount of bypass pumping, the Contractor shall refer to xhibit which indicates the extent of the service area. 3. Bid Item A Hot Mix Asphaltic Concrete, Type B has been added to the Bid roposal. This Bid Item shall be the unit cost for installation of 0 Type B HMAC in areas of utility installation that fall within the Mill and Overlay Scope of ork. The 0 HMAC section will be installed in the trench line in a minimum lift of 2.5 and a maximum lift of 5. The top of the 0 HMAC section will be 2 below the final top of paving surface. The width of the 0 HMAC section will be OD of the pipe plus 20. All subsequent A2.00 Additive Miscellaneous Construction Bid Items will be renumbered. See attached detail. 4. The Bid roposal has been reissued and is included with this addendum. CHANGS TO DAINGS:. Modify Sheet C8.0 to include the provision for the extension of an 8 public waterline. 2. ADD Sheet C8. to the Construction lans that detail the installation of an 8 public waterline and reconnection to an existing 8 waterline. November 208 roject Addendum No

3 lease acknowledge receipt of this Addendum No. 2 by signing below and submitting with the Bid. Acknowledged: By: Title: David L. Marek, C&Y, Inc. November 208 roject Addendum No

4 BID OOSAL HING AVNU STT AND UTILITY IMOVMNTS Item No. Description Unit BAS BID.00 GNAL CONDITIONS stimate Quantity Bid Unit rice Bid rice.0 Mobilization, including ermits, Bonds, and other Incidentals (Maximum 0% of Base Bid) LS.02 Trench Safety lan LS.03 Confined Space lan LS.04 Confined Space Implementation LS.05 Stormwater ollution and revention lan LS.06 Stormwater ollution and revention lan Implementation LS.07 Traffic Control lan LS.08 Traffic Control lan Implementation LS.09 roject Sign, including Sign reparation, Installation, Maintenance, and emoval of a Building aco Sign in accordance with City equirements A 2 SUBTOTAL GNAL CONDITIONS 2.00 SSU LAN 2 IMOVMNTS 2.0 emove xisting 2" Appurtenances LS 2.02 lug xisting Lines to be Abandoned (All Sizes) LS Grout xisting ater Lines (To Be 2.03 Abandoned) LS 2.04 emove xisting ater Meter and Meter Box. Cap xisting ater Service. etain Meter for einstallation A 2.05 emove xisting ater Meter and eturn to City of aco. Cap xisting ater Service A 2.06 Connection to xisting 24" ater Line A 2.07 Connection to xisting 6" ater Line A 2.08 Connection to xisting 2" ater Line A 2.09 Connection to xisting 0" ater Line A 2.0 Connection to xisting 8" ater Line A " DI Class 250 ater Line (All Depths) (Street Trench) LF " DI Class 250 ater Line (All Depths) (Off Street Trench) LF " C 900 VC ater Line (All Depths) (Street Trench) LF " C 900 VC ater Line Installed in 6" Casing (All Depths) LF 20 THIS COMLT FOM MUST B SUBMITTD ITH BID ADDNDUM 2 age of 6

5 BID OOSAL HING AVNU STT AND UTILITY IMOVMNTS Item No. Description Unit stimate Quantity Bid Unit rice Bid rice 2.5 6" Steel ncased ipe Installed by Open Cut (Street Trench) (All Depths) LF " x 6" DI educer A 2.7 6" x 2" DI educer A 2.8 6" x 0" DI educer A 2.9 6" x 6" DI Tee A " x 8" DI Tee A " x 8" DI Tee A " 45 DI Bend A " 45 DI Bend A " 22 /2 DI Bend A " /4 DI Bend A " esilient Seat Gate Valve A " esilient Seat Gate Valve A " Air elease Valve and Vault A " Service Connection Including econnection of Service A 2.30 emoval of xisting Fire Hydrant and Installation of New Fire Hydrant Assembly, A 2.3 econnection of xisting Fire Line and Installation of ressure lane Valve A 2.32 Install " ater Service, Meter Box and einstall xisting ater Meter A 2.33 Install " ater Service and Meter Box (No Meter) A Install Concrete Cap on xisting Utilities (All Sizes) (All Depths) A 2.35 Trench Safety Implementation LF,507 SUBTOTAL SSU LAN 2 IMOVMNTS 3.00 SSU LAN IMOVMNTS 3.0 emove xisting 6" Cap/lug A 3.02 lug xisting Lines to be Abandoned (All Sizes) LS 3.03 Grout xisting ater Lines (To Be Abandoned) LS 3.04 Connection to xisting 6" ater Line A Connection to xisting 2" ater Line A " DI Class 250 estrained Joint ater Line (All Depths) (Street Trench) LF Concrete asement of ater Lines (All Sizes) (All Depths) LF " x 2" DI educer A THIS COMLT FOM MUST B SUBMITTD ITH BID ADDNDUM 2 age 2 of 6

6 Item No. Description Unit BID OOSAL HING AVNU STT AND UTILITY IMOVMNTS " x 6" DI Tee A 3.0 6" 90 DI Bend A " esilient Seat Gate Valve A 3.2 Install Fire Hydrant Assembly including Fire Hydrant, Tee, Gate Valve, DI ipe and Gradlock A 3.3 Trench Safety Implementation LF 90 SUBTOTAL SSU LAN IMOVMNTS 4.00 MISCLLANOUS CONSTUCTION 4.0 Curb and Gutter emoval and eplacement LF Class 'A' Surface eplacement LF 2, Class 'C' Surface eplacement LF Class '' Surface eplacement LF 34 einforced Sidewalk emoval and 4.05 eplacement SF 68 SUBTOTAL MISCLLANOUS CONSTUCTION IMOVMNTS stimate Quantity Bid Unit rice Bid rice TOTAL BAS BID AMOUNT I ILL US TH FOLLOING SUBCONTACTOS FO THIS OK: TOTAL AMOUNT OF MATIALS TOTAL AMOUNT OF LABO & QUIMNT SUBCONTACTO TY OF OK THIS COMLT FOM MUST B SUBMITTD ITH BID ADDNDUM 2 age 3 of 6

7 Item No. Description Unit BID ALTNAT NO. BID OOSAL HING AVNU STT AND UTILITY IMOVMNTS D.00 DDUCT BID ITMS D.0 Class 'A' Surface eplacement (Unit rice Shall Match that of Item 4.02) LF (,857) SUBTOTAL DDUCT BID ITMS A.00 ADDITIV UTILITY BID ITMS A.0 Stormwater ollution and revention lan Implementation LS A.02 Traffic Control lan Implementation LS A.03 xisting Manhole to Be Abandoned A 3 A.04 xisting Manhole to be emoved A A.05 emoval of xisting astewater Line LF 0 A.06 Connection to xisting Concrete Manhole A 2 A.07 4' Ø recast Concrete Manhole Built on xisting 8" astewater Line (All Depths) LS A.08 4' Ø recast Concrete Manhole (All Depths) LS 8 A.09 4' Ø recast Concrete Manhole w/ 8" xternal Drop Fixture (All Depths) A A.0 8" SD 26 ressure ated VC astewater (Street Trench) (All Depths) A 72 A. 8" SD 26 VC astewater (Street Trench) (All Depths) LF 289 A.2 6" Ø Commercial Service w/ 2 ay Cleanout, Including Connection to xisting Service by Licensed lumber A A.3 4" Ø esidential Service w/ 2 ay Cleanout, Including Connection to xisting Service by Licensed lumber A 7 A.4 4" Ø esidential Service w/ 2 ay Cleanout and not Connected to esidential Service) A 6 A.5 Install Concrete Cap on roposed Utilities (All Sizes) (All Depths) A 3 A.6 Install Concrete Cap on xisting Utilities (All Sizes) (All Depths) A A.7 Video of Newly Installed Sewer Lines LF,46 A.8 By ass umping (Sewer Line 'C') LS A.9 Class 'A' Surface eplacement LF 323 A.20 Class 'C' Surface eplacement LF 6 A.2 emoval and eplacement of xisting Valve Box, xtension and Cap A 2 A.22 Trench Safety Implementation LF,46 SUBTOTAL ADDITIV UTILITY ITMS A2.00 ADDITIV MISCLLANOUS CONSTUCTION BID ITMS stimate Quantity Bid Unit rice Bid rice THIS COMLT FOM MUST B SUBMITTD ITH BID ADDNDUM 2 age 4 of 6

8 BID OOSAL HING AVNU STT AND UTILITY IMOVMNTS Item No. Description Unit stimate Quantity Bid Unit rice Bid rice A2.0 Mill and emoval of xisting Hot Mix Asphaltic Concrete Surface SY 9,942 A2.02 Sawcut, emoval & Disposal of xisting HMAC and Base, Including Necessary xcavation to Achieve Subgrade levation SY 2,425 A2.03 8" Lime Stabilization of xisting Subgrade SY 2,425 A2.04 Hydrated Lime TON 43 A2.05 0" Cement Stabilized ugmill Base SY 2425 A2.06 2" Hot Mix Asphaltic Concrete avement, Type: D SY 2,367 A2.07 0" Hot Mix Asphaltic Concrete, Type B LF,995 A2.08 Striping Improvements LS A2.09 Adjustment and Installation of Concrete Collars on xisting Valves Stem To emain (All Sizes) A 8 SUBTOTAL ADDITIV MISCLLANOUS CONSTUCTION ITMS TOTAL BID ALTNAT NO. AMOUNT BID ALTNAT NO. 2 TOTAL AMOUNT OF MATIALS FO BID ALTNAT NO. TOTAL AMOUNT OF LABO & QUIMNT FO BID ALTNAT NO. B.00 ADDITIV UTILITY BID ITMS B.0 Traffic Control lan Implementation LS B.02 emoval of xisting Fire Hydrant A B.03 emoval of xisting Valve Box, xtension and Cap A B.04 24"x6" Tapping Sleeve & Valve A B.05 Connection to xisting 8" aterline A 2 B.06 6" DI Class 250 estrained Joint ater Line (All Depths) (Street Trench) LF 7 B.07 8" C 900 VC ater Line (All Depths) (Street Trench) LF 96 B.09 6"x8" DI Tee A B.0 8"x8" DI Tee A 2 B. 6" 45 DI Bend A 2 B.2 6" /4 DI Bend A 4 B.3 8" 45 DI Bend A 2 B.4 8" /4 DI Bend A 3 B.5 6" esilient Seat Gate Valve A B.6 8" esilient Seat Gate Valve A 3 B.7 Install Fire Hydrant Assembly including Fire Hydrant, Gate Valve, DI ipe and Gradlock A B.8 6" DI Cap A THIS COMLT FOM MUST B SUBMITTD ITH BID ADDNDUM 2 age 5 of 6

9 BID OOSAL HING AVNU STT AND UTILITY IMOVMNTS Item No. Description Unit stimate Quantity Bid Unit rice Bid rice B.9 Install 2" ater Service and connect to existing ater Meter A 2 B.20 Class 'A' Surface eplacement LF 32 B.2 Class 'C' Surface eplacement LF 250 Concrete ncasement of 8" aterline (All B.22 Depths) LF 5 B.23 Curb and Gutter emoval and eplacement LF 7 B.24 Striping Improvements LS B.25 Trench Safety Implementation LF 267 SUBTOTAL ADDITIV UTILITY ITMS TOTAL BID ALTNAT NO. 2 AMOUNT TOTAL AMOUNT OF MATIALS FO BID ALTNAT NO. 2 TOTAL AMOUNT OF LABO & QUIMNT FO BID ALTNAT NO. 2 THIS COMLT FOM MUST B SUBMITTD ITH BID ADDNDUM 2 age 6 of 6

10 C&Y, Inc. C TNCH AI DTAIL SCAL : /2" = '-0" " HMAC, TY 'D' MBDMNT O.D. + 20" SAY ALID UND SAL MMBAN. TxDOT SCIAL SCIFICATION 3002 XISTING CMNT TATD UGMILL BAS 0" HMAC, TY 'B' GAVL TNCH BACKFILL G:\DTAILS\CY TO B AOVD\TNCH AI.dwg, Model, 2/7/208 :2:50 M, :24

11 XIST. 24" ATLIN XIST. 8" ATLIN CONNCT SVIC TO O. 6" ATLIN S NOT 7 XIST. GASLIN XIST. FI HYDANT S NOT 6 TLHON 8 L.F. CUB & GUTT LACMNT MANHOL G NOT 3 MANHOL : G G STA " 45 DG. D.I. MJ BND, STAIND, S NOT 3 AND 5 N: : STA O. 6" GAT VALV O. 6" D.I.. 0 L.F. STUB-OUT N: : XIST. 8" ATLIN.59 I: L.F. CLASS 'C' SUFAC LACMNT 26 L.F. CLASS 'A' SUFAC LACMNT XIST. 6" ATLIN M TO T D.I. I O 8 L.F. CUB & GUTT LACMNT STA = STA O. 6" X 8" D.I. MJ T, STAIND, S NOT N: : XIST. XIST. 24" ATLIN XIST. 8" STOM FUNISH AND INSTALL 24 X 6 TAING SLV (JCM 45 O AOVD QUAL) ON 24 BA-AD CONCT CYLIND I IN ACCODANC ITH AA M9 AND I MANUFACTU'S COMMNDATIONS. FILD VIFY TY OF I, OUTSID DIAMT OF I, AND OUTSID DIAMT OF STL CYLIND IO TO FABICATION. NTI TAING SLV SHALL B COATD ITH FUSION BONDD OXY IN ACCODANC ITH AA C23. TAING SLV SHALL B ANSI/NSF STANDAD 6, ANNX G AND ANSI/AA 372 CTIFID. FASTNS SHALL B TY 304 STAINLSS STL. TAING SLV AND VALV SHALL B INSTALLD BY ANGLIN TAING SVICS, INC. O THOMSON I GOU. 2. FUNISH 6 F X MJ STAIND, TAING, SILINT DG GAT VALV IN ACCODANC ITH AA C55 AND CITY OF ACO STANDAD SCIFICATIONS SCTION (MULL T-236 O AOVD QUAL). VALV SHALL B ANSI/NSF STANDAD 6, ANNX G AND ANSI/AA 372 CTIFID. INSTALL VALV AND VALV BOX AS SHON IN CITY OF ACO STANDAD DTAILS -3, -4, -3A, AND -3B. VALV SHALL B INSTALLD VTICALLY ITH CONCT BLOCKING. A TH VALV IN 8 MILS (MIN.) OLYTHYLN FILM CITY OF ACO STANDAD SCIFICATION SCTION 4.7 AT 2.A.3. INSTALL THUST BLOCK AGAINST UNDISTUBD SOIL CITY OF ACO STANDAD DTAIL -3 AS QUID TO STAIN HOIZONTAL THUST AT TH 24 X 6 TA. 3. OVID DUCTIL ION I AND FITTINGS IN ACCODANC ITH CITY OF ACO STANDAD SCIFICATION SCTION 4.7 AT 2.A.3 AND F.2. A DUCTIL ION I AND FITTINGS IN 8 MILS (MIN.) OLYTHYLN FILM CITY OF ACO STANDAD SCIFICATION SCTION 4.7 AT 2.A.3. FITTINGS AND JOINTS SHALL B STAIND HV INDICATD ON TH LAN O STANDAD DTAILS O NCSSITATD BY FILD CONDITIONS. FITTINGS SHALL B STAIND ITH BBA SIS 00 (O -AOVD QUAL) MCHANICAL JOINT TAIN GLAND. BLOCKING SHALL B QUID AS SHON ON TH CITY OF ACO STANDAD DTAIL -3, XCT ON U VTICAL BNDS. INSTALL DUCTIL ION I IN ACCODANC ITH CITY OF ACO STANDAD DTAIL G-8 AND SCIFICATION SCTIONS 4.2, 4.6, AND 4.9. UNLSS CLAANC TO ADJACNT UTILITIS IS LSS THAN 2 FT, FUNISH TY A MBDMNT. IF CLAANC IS LSS THAN 2 FT, NCAS TH AT MAIN IN CONCT STANDAD DTAIL G-4. STA ".25 DG. D.I. MJ BND, STAIND, S NOT 3 N: : CONNCT SVIC TO O. 6" ATLIN S NOT 7 STA ".25 DG. D.I. MJ BND, STAIND, S NOTS 3 AND 5 N: : STA ".25 DG. D.I. MJ BND, STAIND, S NOTS 3 AND 4 N: : OM 24" ST 6.3 T XIS 6 L.F. CLASS 'A' SUFAC LACMNT IN IND JO STA " X 6" TAING SLV, S NOT - 6" TAING SILINT DG GAT VALV, MJ X F, STAIND, S NOTS, 2, AND 3 N: : I O. 6" STAIND JOINT D.I. I 6" C S T. 3 XI S O. O AIND J T S " G INT D.I. STA. 6" M TO S " STA , 0.00' - 6" D.I.. CA N: : I: STA " 45 DG. D.I. MJ BND, STAIND, S NOTS 3 AND 4 N: : L.F. CLASS 'C' SUFAC LACMNT NOTS 4. FUNISH AND INSTALL U VTICAL BND ITH BBA SIS 00 (O -AOVD QUAL) MCHANICAL JOINT TAIN GLAND CITY OF ACO STANDAD DTAIL -0. STA ".25 DG. D.I. MJ BND, STAIND, S NOT 3 N: : FUNISH AND INSTALL LO VTICAL BND CITY OF ACO STANDAD DTAILS -0 AND L.F. TNCH SAFTY L.F. GAVL TNCH BACKFILL - 24" X 6" TAING SLV, S NOT - 6" TAING SILINT DG GAT VALV, MJ X F, STAIND, S NOTS, 2, AND 3 STA FOLLOING SSU TSTING AND DISINFCTION OF OOSD 6 AT MAIN, MOV XISTING FI HYDANT AND GADLOK AND TANSOT THM TO A LOCATION DSIGNATD BY TH CITY OF ACO. LUG FI LIN BLO GAD ITH CMNT-BASD, DY-ACK GOUT, CONFOMING TO ASTM C07, GAD B O C. CLAN INSID AT LAST 2 INCHS FOM ND, AS NCSSAY TO ACHIV A FIM BOND. LAC A TMOAY BULKHAD TLV INCHS INSID TH I. FILL TH I ND COMLTLY ITH DY-ACK GOUT MIXTU. ACK VALV BOX ITH SAND TO ITHIN 8 INCHS OF AVMNT BAS MATIAL. FILL MAINING 8 INCHS ITH 2,500 SI CONCT. XIST. GOUND I 7. FUNISH AND INSTALL 2 AT SVIC FOM OOSD 6 MAIN TO CUB STO ON XISTING AT MT, IN ACCODANC ITH CITY OF ACO STANDAD DTAIL -4A, ITH NO SLICS. DO NOT LAC AT MT. ALL CO I MUST B TY K-SOFT. - 6".25 DG. D.I. MJ BND, STAIND, S NOT 3 STA " 45 DG. D.I. MJ BND, STAIND, S NOTS 3 AND 4 STA FUNISH AND INSTALL TMOAY BLO-OFF VALV AT LUG. FOLLOING SSU TSTING AND DISINFCTION, CUT AND LUG TMOAY BLO-OFF VALV BLO GAD. COST SHALL B INCIDNTAL TO TSTING. 9. ADJUST VALV BOXS TO MATCH FINISHD GAD. VALV BOXS SHALL B OVIDD ITH CONCT COLLAS AS SHON IN CITY OF ACO STANDAD DTAIL ST-7. XIST. 36" STOM 0. AT LIN SHALL B COMLT IN LAC INCLUDING ALL BNDS, BLOCKS, FITTINGS, SVICS, AND AUTNANCS BFO SSU TSTING. TST I IN ACCODANC ITH CITY OF ACO STANDAD SCIFICATION SCTION 4.9 AT 3A.3. DISINFCT I IN ACCODANC ITH AA C65. DCHLOINAT AT AA C655 IO TO DISCHAG. XIST. 8" ATLIN. INSTALL 2 TAING SLV AND VALV ON TO OF OOSD 6 I FO MANUAL AI LAS AT 24 X6 TA. CUT AND LUG 2 TA BLO GAD AFT SSU TSTING AND DISINFCTION. XIST. 6" ATLIN STA:+70.58, LV: " D.I.. CA. I D.I IND JOINT A T S " 6 O. O. 6" STAIND JOINT D.I. I O. 6" STAIND JOINT D.I. I O. 6" X 8" D.I. MJ T, STAIND, S NOT STA = STA ".25 DG. D.I. MJ BND, STAIND, S NOTS 3 AND 4 STA L.F. CONCT NCAS O. 6" GAT VALV O. 6" D.I.. 0 L.F. STUB-OUT STA CONTACTO TO INSTALL CONCT COLLAS ON ALL VALV BOXS CITY OF ACO DTAIL. COST OF COLLAS SHALL B INCIDNTAL TO COST OF VALV INSTALLATION. 3. XISTING VALV BOX AND COV TO B MOVD AND FILLD /CONCT UON ABANDONMNT. - 6".25 DG. D.I. MJ BND, STAIND, S NOT 3 STA ".25 DG. D.I. MJ BND, STAIND, S NOTS 3 AND 5 STA " 45 DG. D.I. MJ BND, STAIND, S NOT 3 AND 5 STA OJCT: DSIGND: DAN: C KK DAVID L. MAK "TH SAL AAING ON THIS DOCUMNT AS AUTHOIZD BY DAVID L. MAK #83327 ON TH DAT SHON ON TH DAT STAM. ALTATION OF A SALD DOCUMNT ITHOUT O NOTIFICATION TO TH SONSIBL NGIN IS AN OFFNS UND TH TXAS NGINING ACTIC ACT" (IN FT) V 2/7/8 DAT KK BY VTICAL SCAL " = 2' ADDNDUM #2 DSCITION CHCKD: DLM DAT NAM C&Y, INC. TXAS GISTD NGINING FIM F-74 CITY OF ACO SHT HING AV. STT AND UTILITY IMOVMNTS BID ALTNAT #2 6" ATLIN LAN AND OFIL C8.0 OF SHTS G:\rojects\CAC th Street\DG\CAC C40-AT.dwg, C8.0, 2/7/208 8:58:56 AM, : TLHON

12 J A ST. O 6" N OI NOTS D IN TD STA = STA O. 6" X 8" D.I. MJ T, STAIND, S NOT N: : I..I + : -0 B : + STA O. 8" M.J. 45 DG. VTICAL BND, STAIND S NOT & 2 N: : STA O. 8" M.J. 45 DG. VTICAL BND, STAIND S NOT & 3 N: : L.F. CLASS 'C' SUFAC LACMNT 0 C-9 " 8. O I :0 IN L T 4. OVID C-900 VC I IN ACCODANC ITH CITY OF ACO STANDAD SCIFICATIONS SCTION 4.7 AT 2.A.2. INSTALL VC I IN ACCODANC ITH CITY OF ACO STANDAD DTAILS G-8, SCIFICATIONS 4.2, 4.6, & 4.9. UNLSS CLAANC TO ADJACNT UTILITIS IS LSS THAN 2 FT, FUNISH TY A MBDMNT. IF CLAANC IS LSS THAN 2 FT, NCAS TH AT MAIN IN CONCT STANDAD DTAIL G INSTALL 2 TAING SLV AND VALV ON TO OF OOSD 8 I FO MANUAL AI LAS AT 8" X 8" T. CUT AND LUG 2 TA BLO GAD AFT SSU TSTING AND DISINFCTION. ON H L HOL N MA 3. FUNISH AND INSTALL LO VTICAL BND CITY OF ACO STANDAD DTAILS -0 AND AT LIN SHALL B COMLT IN LAC INCLUDING ALL BNDS, BLOCKS, FITTINGS, SVICS, AND AUTNANCS BFO SSU TSTING. TST I IN ACCODANC ITH CITY OF ACO STANDAD SCIFICATION SCTION 4.9 AT 3A.3. DISINFCT I IN ACCODANC ITH AA C65. DCHLOINAT AT AA C655 IO TO DISCHAG. T XIS T A STA , 4.92' INSTALL STD FI HYDANT S NOT 5 N: : FUNISH AND INSTALL U VTICAL BND ITH BBA SIS 00 (O -AOVD QUAL) MCHANICAL JOINT TAIN GLAND CITY OF ACO STANDAD DTAIL FUNISH AND INSTALL OOSD FI HYDANT, ISOLATION VALV, AND ANCILLAY I AND FITTINGS IN ACCODANC ITH CITY OF ACO STANDAD DTAIL -2 AND STANDAD SCIFICATION SCTION 4.7 AT 2.F. ITH ALICABL SCIAL OVISIONS. STA O. 8" M.J..25 DG. BND, STAIND S NOT N: : STA O. 8" X 8" M.J. T, STAIND S NOT N: : ".2 IST. O T S 6" D AIN 8.8 L.F. CUB & GUTT LAC X NT I JO LIN AT " C V 00 I. D.I.8 IST X 9 C " 32.3 L.F. CLASS 'C' SUFAC LACMNT. O D STA NT M.J..25 DG. O.OI8" J VTICAL D BND, STAIND S NOT & 3 N AI N: ST : " STA O. 8" M.J..25 DG. O VTICAL BND, STAIND S NOT & 2 N: : STA O. 8" GAT VALV N: : L.F. CUB & GUTT LACMNT N LI 3 + T I: 0 A ".8 VC 0.I. STA O. 8" X 8" M.J. CUT-IN T, STAIND 2-8" GAT VALVS S NOT CONNCT TO XIST. 8" ATLIN N: : I. OVID DUCTIL ION I FITTINGS IN ACCODANC ITH CITY OF ACO STANDAD SCIFICATION SCTION 4.7 AT 2.A.3 AND F.2. A DUCTIL ION FITTINGS IN 8 MILS (MIN.) OLYTHYLN FILM CITY OF ACO STANDAD SCIFICATION SCTION 4.7 AT 2.A.3. FITTINGS AND JOINTS SHALL B STAIND HV INDICATD ON TH LAN O STANDAD DTAILS O NCSSITATD BY FILD CONDITIONS. FITTINGS SHALL B STAIND ITH BBA SIS 00 (O -AOVD QUAL) MCHANICAL JOINT TAIN GLAND. BLOCKING SHALL B QUID AS SHON ON TH CITY OF ACO STANDAD DTAIL -3, XCT ON U VTICAL BNDS L.F. TNCH SAFTY L.F. GAVL TNCH BACKFILL XISTING GOUND I XIST. 8" ATLIN 5 L.F. CONCT NCAS O. 8" C-900 VC O. 8" C-900 VC O. 8" M.J..25 DG. VTICAL BND, STAIND S NOT & 2 STA O. 8" M.J..25 DG. VTICAL BND, STAIND S NOT & 3 STA O. 6" X 8" D.I. MJ T, STAIND, S NOT STA OJCT: DSIGND: DAN: DLM KK DAVID L. MAK O. 8" M.J..25 DG. BND, STAIND S NOT STA O. 8" X 8" M.J. T, STAIND S NOT STA O. 8" GAT VALV STA "TH SAL AAING ON THIS DOCUMNT AS AUTHOIZD BY DAVID L. MAK #83327 ON TH DAT SHON ON TH DAT STAM. ALTATION OF A SALD DOCUMNT ITHOUT O NOTIFICATION TO TH SONSIBL NGIN IS AN OFFNS UND TH TXAS NGINING ACTIC ACT" (IN FT) V 2/7/8 DAT KK BY VTICAL SCAL " = 2' ADDNDUM #2 DSCITION CHCKD: DLM DC. 7, 208 DAT NAM O. 8" X 8" M.J. CUT-IN T, STAIND 2-8" GAT VALVS S NOT CONNCT TO XIST. 8" ATLIN STA O. 8" M.J. 45 DG. VTICAL BND, STAIND S NOT & 2 STA O. 8" M.J. 45 DG. VTICAL BND, STAIND S NOT & 3 STA C&Y, INC. TXAS GISTD NGINING FIM F-74 CITY OF ACO SHT HING AV. STT AND UTILITY IMOVMNTS BID ALTNAT #2 8" ATLIN LAN AND OFIL C8. OF SHTS G:\rojects\CAC th Street\DG\CAC C40-AT.dwg, C8., 2/7/208 8:59:03 AM, : XIST. 24" ATLIN

SUBTOTAL SITE WORK & DEMOLITION (UTILITIES) $180, $348, $319,943.71

SUBTOTAL SITE WORK & DEMOLITION (UTILITIES) $180, $348, $319,943.71 BASE BID 1.00 GENERAL CONDITIONS 1.01 Mobilization (Maximum 5% of Base Bid) LS 1 84,000.00 $ 84,000.00 100,000.00 $ 100,000.00 85,000.00 $ 85,000.00 1.02 Bonding, Insurance, Permits (including Plumbing,