CITY ACO Purchasing Services Post Office Box 2570 aco, Texas 76702-2570 Phone: 254-750-8098 Fax: 254-750-8063 victorv@wacotx.gov www.waco-texas.com Date: 11/30/2018 FB No: 2018-076 Commodity: Herring Avenue Street & Utility Improvements Purchasing Agent: Mr. Victor Venegas Closing Time: 2:00 P.M. CST, Thursday, December 13, 2018 Opening Time: 2:01 P.M. CST, Thursday, December 13, 2018 Bid Opening Location: Operations Center, Purchasing Services Office, 1415 N. 4 th St., aco, TX 76707 Addendum No: 1 The above-mentioned Bid invitation has been changed in the following manner. Sign and return addendum to the Purchasing 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 Purchasing Office at the above address. 1. Extended bid date Thursday, December 13, 2018 2. Bid Proposal 3. Changes to Procurement equirements 4. Changes to Drawings Firm: Address Signature of Person Authorized to Sign Bid: Signor's Name and Title (print or type): E-mail Address: Date: Telephone: Fax:
SECTION 00 91 13 ADDENDUM 1 Addendum Issue Date: November 30, 2018 evised Bid Date: December 13, 2018 Project Name: Herring Avenue Street & Utility Improvements Project No.: FB No. 2018-076 Owner: City of aco Engineer: CP&Y, Inc. This addendum forms a part of the Contract Documents and modifies the original Project Manual dated November 8, 2018. 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. CHANGES TO POCUEMENT EQUIEMENTS: 1. Bid Date shall be revised to be December 13, 2018. 2. Contractor to be aware that the Unit Price for Deduct Item D1.01 Class A Surface eplacement should be equal to the unit cost for installation of Class A Surface eplacement as paid for by Bid Item 4.02. The Bid Proposal is be reissued to include this clarification. 3. Bid Alternate #2 is added to the Contract Documents. Bid Alternate #2 will include the installation of 16 estrained Joint Ductile Iron Pipe on South Fifth Street near Cleveland Avenue. This work will need to be completed after the installation of all Pressure Plane 1 and Pressure Plane 2 piping on Herring and prior to the installation of sanitary sewer and paving operations if Bid Alternate #1 is selected. 4. If the Base Bid is awarded the Contractor will have 100 calendar days for substantial completion. If the Base Bid and Bid Alternate #1 is awarded, the Contractor will have 225 calendar days for substantial completion. If the Base Bid and Bid Alternates 1 and 2 are awarded, the Contractor will have 255 days for substantial completion. If the Base Bid and Bid Alternate 2 are awarded, the Contractor will have 130 days for substantial completion. If any combination of Base Bid and a Bid Alternate are awarded, the Contractor must have Base Bid Items 2.00 and 3.00 (Pressure Plane 1 and Pressure Plane 2 Improvements) substantially complete within 100 calendar days from the Notice to Proceed. CHANGES TO DAINGS: 1. ADD Sheet C7.0 through C7.15 to the Construction Plans. These sheets represent typical traffic control details that the Contractor will be required to use during the project duration. These sheets do not alleviate the Contractor from preparing a full Traffic Control Plan. 2. ADD Sheet C8.0 to the Construction Plans. This sheet indicates the construction required for the installation of the 16 waterline in South Fifth Street. November 2018 Project 23905.41 Addendum No. 1 00 91 13-1
BID POPOSAL HEING AVENUE STEET AND UTILITY IMPOVEMENTS Item No. Description Unit BASE BID 1.00 GENEAL CONDITIONS Estimate Quantity Bid Unit Price Bid Price 1.01 Mobilization, including Permits, Bonds, and other Incidentals (Maximum 10% of Base Bid) LS 1 1.02 Trench Safety Plan LS 1 1.03 Confined Space Plan LS 1 1.04 Confined Space Implementation LS 1 1.05 Stormwater Pollution and Prevention Plan LS 1 Stormwater Pollution and Prevention Plan 1.06 Implementation LS 1 1.07 Traffic Control Plan LS 1 1.08 Traffic Control Plan Implementation LS 1 1.09 Project Sign, including Sign Preparation, Installation, Maintenance, and emoval of a Building aco Sign in accordance with City equirements EA 2 SUBTOTAL GENEAL CONDITIONS 2.00 PESSUE PLANE 2 IMPOVEMENTS 2.01 emove Existing 12" Appurtenances LS 1 2.02 2.03 2.04 2.05 Plug Existing Lines to be Abandoned (All Sizes) LS 1 Grout Existing ater Lines (To Be Abandoned) LS 1 emove Existing ater Meter and Meter Box. Cap Existing ater Service. etain Meter for einstallation EA 1 emove Existing ater Meter and eturn to City of aco. Cap Existing ater Service EA 1 2.06 Connection to Existing 24" ater Line EA 1 2.07 Connection to Existing 16" ater Line EA 1 2.08 Connection to Existing 12" ater Line EA 1 2.09 Connection to Existing 10" ater Line EA 1 2.10 Connection to Existing 8" ater Line EA 8 2.11 16" DIP Class 250 ater Line (All Depths) (Street Trench) LF 490 2.12 16" DIP Class 250 ater Line (All Depths) (Off Street Trench) LF 57 2.13 8" C-900 PVC ater Line (All Depths) (Street Trench) LF 940 THIS COMPLETE FOM MUST BE SUBMITTED ITH BID ADDENDUM 1 Page 1 of 6
BID POPOSAL HEING AVENUE STEET AND UTILITY IMPOVEMENTS Item No. Description Unit Estimate Quantity Bid Unit Price Bid Price 2.14 8" C-900 PVC ater Line Installed in 16" Casing (All Depths) LF 20 2.15 16" Steel Encased Pipe Installed by Open Cut (Street Trench) (All Depths) LF 20 2.16 24" x 16" DIP educer EA 1 2.17 16" x 12" DIP educer EA 1 2.18 16" x 10" DIP educer EA 1 2.19 16" x 16" DIP Tee EA 2 2.20 16" x 8" DIP Tee EA 2 2.21 8" x 8" DIP Tee EA 6 2.22 16" 45 DIP Bend EA 6 2.23 8" 45 DIP Bend EA 2 2.24 8" 22 1/2 DIP Bend EA 6 2.25 8" 11 1/4 DIP Bend EA 4 2.26 16" esilient Seat Gate Valve EA 6 2.27 8" esilient Seat Gate Valve EA 11 2.28 2" Air elease Valve and Vault EA 1 2.29 4" Service Connection Including econnection of Service EA 1 2.30 emoval of Existing Fire Hydrant and Installation of New Fire Hydrant Assembly, EA 1 2.31 econnection of Existing Fire Line and Installation of Pressure Plane Valve EA 1 2.32 Install 1" ater Service, Meter Box and einstall Existing ater Meter EA 1 2.33 Install 1" ater Service and Meter Box (No Meter) EA 4 2.34 Install Concrete Cap on Existing Utilities (All Sizes) (All Depths) EA 1 2.35 Trench Safety Implementation LF 1,507 SUBTOTAL PESSUE PLANE 2 IMPOVEMENTS 3.00 PESSUE PLANE 1 IMPOVEMENTS 3.01 emove Existing 16" Cap/Plug EA 1 3.02 Plug Existing Lines to be Abandoned (All Sizes) LS 1 3.03 Grout Existing ater Lines (To Be Abandoned) LS 1 3.04 Connection to Existing 16" ater Line EA 2 3.05 Connection to Existing 12" ater Line EA 1 THIS COMPLETE FOM MUST BE SUBMITTED ITH BID ADDENDUM 1 Page 2 of 6
BID POPOSAL HEING AVENUE STEET AND UTILITY IMPOVEMENTS Item No. Description Unit Estimate Quantity Bid Unit Price Bid Price 3.06 16" DIP Class 250 estrained Joint ater Line (All Depths) (Street Trench) LF 901 3.07 Concrete Easement of ater Lines (All Sizes) (All Depths) LF 37 3.08 16" x 12" DIP educer EA 1 3.09 16" x 16" DIP Tee EA 1 3.10 16" 90 DIP Bend EA 2 3.11 16" esilient Seat Gate Valve EA 1 3.12 Install Fire Hydrant Assembly including Fire Hydrant, Tee, Gate Valve, DIP Pipe and Gradlock EA 1 3.13 Trench Safety Implementation LF 901 SUBTOTAL PESSUE PLANE 1 IMPOVEMENTS 4.00 MISCELLANEOUS CONSTUCTION 4.01 Curb and Gutter emoval and eplacement LF 71 4.02 Class 'A' Surface eplacement LF 2,233 4.03 Class 'C' Surface eplacement LF 40 4.04 Class 'E' Surface eplacement LF 34 einforced Sidewalk emoval and 4.05 eplacement SF 168 SUBTOTAL MISCELLANEOUS CONSTUCTION IMPOVEMENTS TOTAL BASE BID AMOUNT I ILL USE THE FOLLOING SUBCONTACTOS FO THIS OK: TOTAL AMOUNT MATEIALS TOTAL AMOUNT LABO & EQUIPMENT SUBCONTACTO TYPE OK THIS COMPLETE FOM MUST BE SUBMITTED ITH BID ADDENDUM 1 Page 3 of 6
Item No. Description Unit BID ALTENATE NO. 1 D1.00 DEDUCT BID ITEMS D1.01 BID POPOSAL HEING AVENUE STEET AND UTILITY IMPOVEMENTS Class 'A' Surface eplacement (Unit Price Shall Match that of Item 4.02) LF (1,857) SUBTOTAL DEDUCT BID ITEMS A1.00 ADDITIVE UTILITY BID ITEMS A1.01 Stormwater Pollution and Prevention Plan Implementation LS 1 A1.02 Traffic Control Plan Implementation LS 1 A1.03 Existing Manhole to Be Abandoned EA 3 A1.04 Existing Manhole to be emoved EA 1 A1.05 emoval of Existing astewater Line LF 110 A1.06 Connection to Existing Concrete Manhole EA 2 4' Ø Precast Concrete Manhole Built on A1.07 Existing 8" astewater Line (All Depths) LS 1 A1.08 4' Ø Precast Concrete Manhole (All Depths) LS 8 A1.09 4' Ø Precast Concrete Manhole w/ 8" External Drop Fixture (All Depths) EA 1 A1.10 8" SD-26 Pressure ated PVC astewater (Street Trench) (All Depths) EA 172 A1.11 8" SD-26 PVC astewater (Street Trench) (All Depths) LF 1289 A1.12 6" Ø Commercial Service w/ 2 ay Cleanout, Including Connection to Existing Service by Licensed Plumber EA 1 A1.13 4" Ø esidential Service w/ 2 ay Cleanout, Including Connection to Existing Service by Licensed Plumber EA 7 A1.14 A1.15 A1.16 4" Ø esidential Service w/ 2 ay Cleanout and not Connected to esidential Service) EA 6 Install Concrete Cap on Proposed Utilities (All Sizes) (All Depths) EA 3 Install Concrete Cap on Existing Utilities (All Sizes) (All Depths) EA 1 A1.17 Video of Newly Installed Sewer Lines LF 1,461 A1.18 By Pass Pumping (Sewer Line 'C') LS 1 A1.19 Class 'A' Surface eplacement LF 323 A1.20 Class 'C' Surface eplacement LF 6 emoval and eplacement of Existing Valve A1.21 Box, Extension and Cap EA 2 Estimate Quantity Bid Unit Price Bid Price THIS COMPLETE FOM MUST BE SUBMITTED ITH BID ADDENDUM 1 Page 4 of 6
BID POPOSAL HEING AVENUE STEET AND UTILITY IMPOVEMENTS Item No. Description Unit Estimate Quantity Bid Unit Price Bid Price A1.22 Trench Safety Implementation LF 1,461 SUBTOTAL ADDITIVE UTILITY ITEMS A2.00 ADDITIVE MISCELLANEOUS CONSTUCTION BID ITEMS A2.01 A2.02 Mill and emoval of Existing Hot Mix Asphaltic Concrete Surface SY 9,942 Sawcut, emoval & Disposal of Existing HMAC and Base, Including Necessary Excavation to Achieve Subgrade Elevation SY 2,425 A2.03 8" Lime Stabilization of Existing Subgrade SY 2,425 A2.04 Hydrated Lime TON 43 A2.05 10" Cement Stabilized Pugmill Base SY 2425 2" Hot Mix Asphaltic Concrete Pavement, A2.06 Type: D SY 12,367 A2.07 Striping Improvements LS 1 A2.08 Adjustment and Installation of Concrete Collars on Existing Valves Stem To emain (All Sizes) EA 8 SUBTOTAL ADDITIVE MISCELLANEOUS CONSTUCTION ITEMS TOTAL BID ALTENATE NO. 1 AMOUNT BID ALTENATE NO. 2 TOTAL AMOUNT MATEIALS FO BID ALTENATE NO. 1 TOTAL AMOUNT LABO & EQUIPMENT FO BID ALTENATE NO. 1 B1.00 ADDITIVE UTILITY BID ITEMS B1.01 Traffic Control Plan Implementation LS 1 B1.02 emoval of Existing Fire Hydrant EA 1 B1.03 emoval of Existing Valve Box, Extension and Cap EA 1 B1.04 24"x16" Tapping Sleeve & Valve EA 1 B1.05 16" DIP Class 250 estrained Joint ater Line (All Depths) (Street Trench) LF 171 B1.06 16" 45 DIP Bend EA 2 B1.07 16" 11 1/4 DIP Bend EA 4 B1.08 16" esilient Seat Gate Valve EA 1 B1.09 Install Fire Hydrant Assembly including Fire Hydrant, Tee, Gate Valve, DIP Pipe and Gradlock EA 1 THIS COMPLETE FOM MUST BE SUBMITTED ITH BID ADDENDUM 1 Page 5 of 6
BID POPOSAL HEING AVENUE STEET AND UTILITY IMPOVEMENTS Item No. Description Unit Estimate Quantity Bid Unit Price Bid Price B1.10 16" DIP Cap EA 1 B1.11 Install 2" ater Service and connect to existing ater Meter EA 2 B1.12 Class 'A' Surface eplacement LF 33 B1.13 Class 'C' Surface eplacement LF 213 B1.14 Curb and Gutter emoval and eplacement LF 15 B1.15 Striping Improvements LS 1 B1.16 Trench Safety Implementation LF 171 SUBTOTAL ADDITIVE UTILITY ITEMS TOTAL BID ALTENATE NO. 2 AMOUNT TOTAL AMOUNT MATEIALS FO BID ALTENATE NO. 2 TOTAL AMOUNT LABO & EQUIPMENT FO BID ALTENATE NO. 2 THIS COMPLETE FOM MUST BE SUBMITTED ITH BID ADDENDUM 1 Page 6 of 6
EV DESCIPTION SCALE AS SHON POJECT: DAN: "THE SEAL APPEAING ON THIS DOCUMENT AS AUTHOIZED ON THE SHON ON THE STAMP. ALTEATION A SEALED DOCUMENT ITHOUT POPE NOTIFICATION TO THE ESPONSIBLE ENGINEE IS AN FENSE UNDE THE TEXAS ENGINEEING PACTICE ACT" TEXAS EGISTEED ENGINEEING FIM CITY ACO HEING AVE. STEET AND UTILITY IMPOVEMENTS TxDOT TAFFIC CONTOL DETAILS TCP(2-2)-18 C7.0 S G:\Projects\CAC\DG\-C70-TAFFIC.dwg, C7.0, 11/27/2018 2:09:22 PM, 1:1
EV DESCIPTION SCALE AS SHON POJECT: DAN: "THE SEAL APPEAING ON THIS DOCUMENT AS AUTHOIZED ON THE SHON ON THE STAMP. ALTEATION A SEALED DOCUMENT ITHOUT POPE NOTIFICATION TO THE ESPONSIBLE ENGINEE IS AN FENSE UNDE THE TEXAS ENGINEEING PACTICE ACT" TEXAS EGISTEED ENGINEEING FIM CITY ACO HEING AVE. STEET AND UTILITY IMPOVEMENTS TxDOT TAFFIC CONTOL DETAILS TCP(2-5)-18 C7.1 S G:\Projects\CAC\DG\-C70-TAFFIC.dwg, C7.1, 11/27/2018 2:09:22 PM, 1:1
EV DESCIPTION SCALE AS SHON POJECT: DAN: "THE SEAL APPEAING ON THIS DOCUMENT AS AUTHOIZED ON THE SHON ON THE STAMP. ALTEATION A SEALED DOCUMENT ITHOUT POPE NOTIFICATION TO THE ESPONSIBLE ENGINEE IS AN FENSE UNDE THE TEXAS ENGINEEING PACTICE ACT" TEXAS EGISTEED ENGINEEING FIM CITY ACO HEING AVE. STEET AND UTILITY IMPOVEMENTS TxDOT TAFFIC CONTOL DETAILS Z(BTS-1)-13 C7.2 S G:\Projects\CAC\DG\-C70-TAFFIC.dwg, C7.2, 11/27/2018 2:09:23 PM, 1:1
EV DESCIPTION SCALE AS SHON POJECT: DAN: "THE SEAL APPEAING ON THIS DOCUMENT AS AUTHOIZED ON THE SHON ON THE STAMP. ALTEATION A SEALED DOCUMENT ITHOUT POPE NOTIFICATION TO THE ESPONSIBLE ENGINEE IS AN FENSE UNDE THE TEXAS ENGINEEING PACTICE ACT" TEXAS EGISTEED ENGINEEING FIM CITY ACO HEING AVE. STEET AND UTILITY IMPOVEMENTS TxDOT TAFFIC CONTOL DETAILS Z(BTS-2)-13 C7.3 S G:\Projects\CAC\DG\-C70-TAFFIC.dwg, C7.3, 11/27/2018 2:09:23 PM, 1:1
EV DESCIPTION SCALE AS SHON POJECT: DAN: "THE SEAL APPEAING ON THIS DOCUMENT AS AUTHOIZED ON THE SHON ON THE STAMP. ALTEATION A SEALED DOCUMENT ITHOUT POPE NOTIFICATION TO THE ESPONSIBLE ENGINEE IS AN FENSE UNDE THE TEXAS ENGINEEING PACTICE ACT" TEXAS EGISTEED ENGINEEING FIM CITY ACO HEING AVE. STEET AND UTILITY IMPOVEMENTS TxDOT TAFFIC CONTOL DETAILS BC(1)-14 C7.4 S G:\Projects\CAC\DG\-C70-TAFFIC.dwg, C7.4, 11/27/2018 2:09:24 PM, 1:1
EV DESCIPTION SCALE AS SHON POJECT: DAN: "THE SEAL APPEAING ON THIS DOCUMENT AS AUTHOIZED ON THE SHON ON THE STAMP. ALTEATION A SEALED DOCUMENT ITHOUT POPE NOTIFICATION TO THE ESPONSIBLE ENGINEE IS AN FENSE UNDE THE TEXAS ENGINEEING PACTICE ACT" TEXAS EGISTEED ENGINEEING FIM CITY ACO HEING AVE. STEET AND UTILITY IMPOVEMENTS TxDOT TAFFIC CONTOL DETAILS BC(2)-14 C7.5 S G:\Projects\CAC\DG\-C70-TAFFIC.dwg, C7.5, 11/27/2018 2:09:24 PM, 1:1
EV DESCIPTION SCALE AS SHON POJECT: DAN: "THE SEAL APPEAING ON THIS DOCUMENT AS AUTHOIZED ON THE SHON ON THE STAMP. ALTEATION A SEALED DOCUMENT ITHOUT POPE NOTIFICATION TO THE ESPONSIBLE ENGINEE IS AN FENSE UNDE THE TEXAS ENGINEEING PACTICE ACT" TEXAS EGISTEED ENGINEEING FIM CITY ACO HEING AVE. STEET AND UTILITY IMPOVEMENTS TxDOT TAFFIC CONTOL DETAILS BC(3)-14 C7.6 S G:\Projects\CAC\DG\-C70-TAFFIC.dwg, C7.6, 11/27/2018 2:09:25 PM, 1:1
EV DESCIPTION SCALE AS SHON POJECT: DAN: "THE SEAL APPEAING ON THIS DOCUMENT AS AUTHOIZED ON THE SHON ON THE STAMP. ALTEATION A SEALED DOCUMENT ITHOUT POPE NOTIFICATION TO THE ESPONSIBLE ENGINEE IS AN FENSE UNDE THE TEXAS ENGINEEING PACTICE ACT" TEXAS EGISTEED ENGINEEING FIM CITY ACO HEING AVE. STEET AND UTILITY IMPOVEMENTS TxDOT TAFFIC CONTOL DETAILS BC(4)-14 C7.7 S G:\Projects\CAC\DG\-C70-TAFFIC.dwg, C7.7, 11/27/2018 2:09:25 PM, 1:1
EV DESCIPTION SCALE AS SHON POJECT: DAN: "THE SEAL APPEAING ON THIS DOCUMENT AS AUTHOIZED ON THE SHON ON THE STAMP. ALTEATION A SEALED DOCUMENT ITHOUT POPE NOTIFICATION TO THE ESPONSIBLE ENGINEE IS AN FENSE UNDE THE TEXAS ENGINEEING PACTICE ACT" TEXAS EGISTEED ENGINEEING FIM CITY ACO HEING AVE. STEET AND UTILITY IMPOVEMENTS TxDOT TAFFIC CONTOL DETAILS BC(5)-14 C7.8 S G:\Projects\CAC\DG\-C70-TAFFIC.dwg, C7.8, 11/27/2018 2:09:26 PM, 1:1
EV DESCIPTION SCALE AS SHON POJECT: DAN: "THE SEAL APPEAING ON THIS DOCUMENT AS AUTHOIZED ON THE SHON ON THE STAMP. ALTEATION A SEALED DOCUMENT ITHOUT POPE NOTIFICATION TO THE ESPONSIBLE ENGINEE IS AN FENSE UNDE THE TEXAS ENGINEEING PACTICE ACT" TEXAS EGISTEED ENGINEEING FIM CITY ACO HEING AVE. STEET AND UTILITY IMPOVEMENTS TxDOT TAFFIC CONTOL DETAILS BC(6)-14 C7.9 S G:\Projects\CAC\DG\-C70-TAFFIC.dwg, C7.9, 11/27/2018 2:09:26 PM, 1:1
EV DESCIPTION SCALE AS SHON POJECT: DAN: "THE SEAL APPEAING ON THIS DOCUMENT AS AUTHOIZED ON THE SHON ON THE STAMP. ALTEATION A SEALED DOCUMENT ITHOUT POPE NOTIFICATION TO THE ESPONSIBLE ENGINEE IS AN FENSE UNDE THE TEXAS ENGINEEING PACTICE ACT" TEXAS EGISTEED ENGINEEING FIM CITY ACO HEING AVE. STEET AND UTILITY IMPOVEMENTS TxDOT TAFFIC CONTOL DETAILS BC(7)-14 C7.10 S G:\Projects\CAC\DG\-C70-TAFFIC.dwg, C7.10, 11/27/2018 2:09:26 PM, 1:1
EV DESCIPTION SCALE AS SHON POJECT: DAN: "THE SEAL APPEAING ON THIS DOCUMENT AS AUTHOIZED ON THE SHON ON THE STAMP. ALTEATION A SEALED DOCUMENT ITHOUT POPE NOTIFICATION TO THE ESPONSIBLE ENGINEE IS AN FENSE UNDE THE TEXAS ENGINEEING PACTICE ACT" TEXAS EGISTEED ENGINEEING FIM CITY ACO HEING AVE. STEET AND UTILITY IMPOVEMENTS TxDOT TAFFIC CONTOL DETAILS BC(8)-14 C7.11 S G:\Projects\CAC\DG\-C70-TAFFIC.dwg, C7.11, 11/27/2018 2:09:27 PM, 1:1
EV DESCIPTION SCALE AS SHON POJECT: DAN: "THE SEAL APPEAING ON THIS DOCUMENT AS AUTHOIZED ON THE SHON ON THE STAMP. ALTEATION A SEALED DOCUMENT ITHOUT POPE NOTIFICATION TO THE ESPONSIBLE ENGINEE IS AN FENSE UNDE THE TEXAS ENGINEEING PACTICE ACT" TEXAS EGISTEED ENGINEEING FIM CITY ACO HEING AVE. STEET AND UTILITY IMPOVEMENTS TxDOT TAFFIC CONTOL DETAILS BC(9)-14 C7.12 S G:\Projects\CAC\DG\-C70-TAFFIC.dwg, C7.12, 11/27/2018 2:09:27 PM, 1:1
EV DESCIPTION SCALE AS SHON POJECT: DAN: "THE SEAL APPEAING ON THIS DOCUMENT AS AUTHOIZED ON THE SHON ON THE STAMP. ALTEATION A SEALED DOCUMENT ITHOUT POPE NOTIFICATION TO THE ESPONSIBLE ENGINEE IS AN FENSE UNDE THE TEXAS ENGINEEING PACTICE ACT" TEXAS EGISTEED ENGINEEING FIM CITY ACO HEING AVE. STEET AND UTILITY IMPOVEMENTS TxDOT TAFFIC CONTOL DETAILS BC(10)-14 C7.13 S G:\Projects\CAC\DG\-C70-TAFFIC.dwg, C7.13, 11/27/2018 2:09:28 PM, 1:1
EV DESCIPTION SCALE AS SHON POJECT: DAN: "THE SEAL APPEAING ON THIS DOCUMENT AS AUTHOIZED ON THE SHON ON THE STAMP. ALTEATION A SEALED DOCUMENT ITHOUT POPE NOTIFICATION TO THE ESPONSIBLE ENGINEE IS AN FENSE UNDE THE TEXAS ENGINEEING PACTICE ACT" TEXAS EGISTEED ENGINEEING FIM CITY ACO HEING AVE. STEET AND UTILITY IMPOVEMENTS TxDOT TAFFIC CONTOL DETAILS BC(11)-14 C7.14 S G:\Projects\CAC\DG\-C70-TAFFIC.dwg, C7.14, 11/27/2018 2:09:28 PM, 1:1
EV DESCIPTION SCALE AS SHON POJECT: DAN: "THE SEAL APPEAING ON THIS DOCUMENT AS AUTHOIZED ON THE SHON ON THE STAMP. ALTEATION A SEALED DOCUMENT ITHOUT POPE NOTIFICATION TO THE ESPONSIBLE ENGINEE IS AN FENSE UNDE THE TEXAS ENGINEEING PACTICE ACT" TEXAS EGISTEED ENGINEEING FIM CITY ACO HEING AVE. STEET AND UTILITY IMPOVEMENTS TxDOT TAFFIC CONTOL DETAILS BC(12)-14 C7.15 S G:\Projects\CAC\DG\-C70-TAFFIC.dwg, C7.15, 11/27/2018 2:09:29 PM, 1:1
EXIST. 24" ATELINE STA. 0+55.41, 39.24'L INSTALL STD FIE HYDANT N: 10543318.2524 E: 3296392.6898 EXIST. FIE HYDANT SEE NOTE 6 TELEPHONE 8 L.F. CUB & GUTTE EPLACEMENT NOTE 14 8 L.F. CUB & GUTTE EPLACEMENT MANHOLE G MANHOLE 32.8 L.F. CLASS 'C' SUFACE EPLACEMENT EP: 2+21.98 9 G 26 L.F. CLASS 'A' SUFACE EPLACEMENT M TO T. 3 6" CP S 1+00 POP. 16" ESTAINED JOINT D.I. PIPE E T D.I. PIP EXI S D JOIN STAINE G EXIST. 6" ATELINE STA. 1+70.58, 0.00' 1-16" D.I.P. CAP N: 10543423.7180 E: 3296325.9031 PI: 0+04.67 STA. 0+06.17 1-16" 45 DEG. D.I. MJ BEND, ESTAINED, SEE NOTES 3 AND 4 N: 10543323.2759 E: 3296455.4546 147.5 L.F. CLASS 'C' SUFACE EPLACEMENT 6 L.F. CLASS 'A' SUFACE EPLACEMENT 6" E POP. 1 8 L.F. CUB & GUTTE EPLACEMENT EXIST. 18" STOM 0+00 O 24" ST EXIST. M EXIST. 24" ATELINE M S 6" 3 T. XIS TO E STA. 0+99.59 1-16" 11.25 DEG. D.I. MJ BEND, ESTAINED, SEE NOTE 3 N: 10543375.4787 E: 3296377.9742 STA. 0+27.58 1-16" 11.25 DEG. D.I. MJ BEND, ESTAINED, SEE NOTES 3 AND 4 N: 10543335.2395 E: 3296437.6980 STA. 0+22.84 1-16" 11.25 DEG. D.I. MJ BEND, ESTAINED, SEE NOTES 3 AND 5 N: 10543332.5920 E: 3296441.6274 2+21.98 1. FUNISH AND INSTALL 24 X 16 TAPPING SLEEVE (JCM 415 O APPOVED EQUAL) ON 24 BA-APPED CONCETE CYLINDE PIPE IN ACCODANCE ITH AA M9 AND PIPE MANUFACTUE'S ECOMMENDATIONS. FIELD VEIFY TYPE PIPE, OUTSIDE DIAMETE PIPE, AND OUTSIDE DIAMETE STEEL CYLINDE PIO TO FABICATION. ENTIE TAPPING SLEEVE SHALL BE COATED ITH FUSION BONDED EPOXY IN ACCODANCE ITH AA C213. TAPPING SLEEVE SHALL BE ANSI/NSF STANDAD 61, ANNEX G AND ANSI/AA 372 CETIFIED. FASTENES SHALL BE TYPE 304 STAINLESS STEEL. TAPPING SLEEVE AND VALVE SHALL BE INSTALLED ANGELINE TAPPING SEVICES, INC. O THOMPSON PIPE GOUP. 2. FUNISH 16 FE X MJ ESTAINED, TAPPING, ESILIENT EDGE GATE VALVE IN ACCODANCE ITH AA C515 AND CITY ACO STANDAD SPECIFICATIONS SECTION 4.7 2.E. (MUELLE T-2361 O APPOVED EQUAL). VALVE SHALL BE ANSI/NSF STANDAD 61, ANNEX G AND ANSI/AA 372 CETIFIED. INSTALL VALVE AND VALVE BOX AS SHON IN CITY ACO STANDAD DETAILS -3, -4, -13A, AND -13B. VALVE SHALL BE INSTALLED VETICALLY ITH CONCETE BLOCKING. AP THE VALVE IN 8 MILS (MIN.) POLYETHYLENE FILM PE CITY ACO STANDAD SPECIFICATION SECTION 4.7 PAT 2.A.3. INSTALL THUST BLOCK AGAINST UNDISTUBED SOIL PE CITY ACO STANDAD DETAIL -3 AS EQUIED TO ESTAIN HOIZONTAL THUST AT THE 24 X 16 TAP. 3. POVIDE DUCTILE ION PIPE AND FITTINGS IN ACCODANCE ITH CITY ACO STANDAD SPECIFICATION SECTION 4.7 PAT 2.A.3 AND F.2. AP DUCTILE ION PIPE AND FITTINGS IN 8 MILS (MIN.) POLYETHYLENE FILM PE CITY ACO STANDAD SPECIFICATION SECTION 4.7 PAT 2.A.3. FITTINGS AND JOINTS SHALL BE ESTAINED HEEVE INDICATED ON THE PLAN O STANDAD DETAILS O NECESSITATED FIELD CONDITIONS. FITTINGS SHALL BE ESTAINED ITH EBBA SEIES 1100 (O PE-APPOVED EQUAL) MECHANICAL JOINT ETAINE GLAND. BLOCKING SHALL BE EQUIED AS SHON ON THE CITY ACO STANDAD DETAIL -3, EXCEPT ON UPPE VETICAL BENDS. INSTALL DUCTILE ION PIPE IN ACCODANCE ITH CITY ACO STANDAD DETAIL G-8 AND SPECIFICATION SECTIONS 4.2, 4.6, AND 4.9. UNLESS CLEAANCE TO ADJACENT UTILITIES IS LESS THAN 2 FEET, FUNISH TYPE A EMBEDMENT. IF CLEAANCE IS LESS THAN 2 FEET, ENCASE THE ATE MAIN IN CONCETE PE STANDAD DETAIL G-4. STA. 0+00 1-24" X 16" TAPPING SLEEVE, SEE NOTE 1 1-16" TAPPING ESILIENT EDGE GATE VALVE, MJ X FE, ESTAINED, SEE NOTES 1, 2, AND 3 N: 10543319.1247 E: 3296459.9864 2+00 NOTES ECONNECT SEVICE TO POP. 16" ATELINE SEE NOTE 8 4. FUNISH AND INSTALL UPPE VETICAL BEND ITH EBBA SEIES 1100 (O PE-APPOVED EQUAL) MECHANICAL JOINT ETAINE GLAND PE CITY ACO STANDAD DETAIL -10. STA. 0+04.67 1-16" 11.25 DEG. D.I. MJ BEND, ESTAINED, SEE NOTE 3 N: 10543322.4372 E: 3296456.6993 5. FUNISH AND INSTALL LOE VETICAL BEND PE CITY ACO STANDAD DETAILS -10 AND -3. 170.58 L.F. TENCH SAFETY 170.58 L.F. GAVEL TENCH BACKFILL 1-24" X 16" TAPPING SLEEVE, SEE NOTE 1 1-16" TAPPING ESILIENT EDGE GATE VALVE, MJ X FE, ESTAINED, SEE NOTES 1, 2, AND 3 STA. 0+00 6. FOLLOING PESSUE TESTING AND DISINFECTION POPOSED 16 ATE MAIN, EMOVE EXISTING FIE HYDANT AND GADELOK AND TANSPOT THEM TO A LOCATION DESIGNATED THE CITY ACO. PLUG FIE LINE BELO GADE ITH CEMENT-BASED, DY-PACK GOUT, CONFOMING TO ASTM C1107, GADE B O C. CLEAN INSIDE AT LEAST 12 INCHES FOM END, AS NECESSAY TO ACHIEVE A FIM BOND. PLACE A TEMPOAY BULKHEAD TELVE INCHES INSIDE THE PIPE. FILL THE PIPE END COMPLETELY ITH DY-PACK GOUT MIXTUE. PACK VALVE BOX ITH SAND TO ITHIN 8 INCHES PAVEMENT BASE MATEIAL. FILL EMAINING 8 INCHES ITH 2,500 PSI CONCETE. EXIST. GOUND CL PIPE 7. FUNISH AND INSTALL POPOSED FIE HYDANT, ISOLATION VALVE, AND ANCILLAY PIPE AND FITTINGS IN ACCODANCE ITH CITY ACO STANDAD DETAIL -2 AND STANDAD SPECIFICATION SECTION 4.7 PAT 2.F.1 ITH APPLICABLE SPECIAL POVISIONS. 1-16" 11.25 DEG. D.I. MJ BEND, ESTAINED, SEE NOTE 3 STA. 0+04.67 1-16" 45 DEG. D.I. MJ BEND, ESTAINED, SEE NOTES 3 AND 4 STA. 0+06.17 8. FUNISH AND INSTALL 2 ATE SEVICE FOM POPOSED 16 MAIN TO CUB STOP ON EXISTING ATE METE, IN ACCODANCE ITH CITY ACO STANDAD DETAIL -14A, ITH NO SPLICES. DO NOT EPLACE ATE METE. ALL COPPE PIPE MUST BE TYPE K-ST. 9. FUNISH AND INSTALL TEMPOAY BLO-F VALVE AT PLUG. FOLLOING PESSUE TESTING AND DISINFECTION, CUT AND PLUG TEMPOAY BLO-F VALVE BELO GADE. COST SHALL BE INCIDENTAL TO TESTING. EXIST. 36" STOM 10. ADJUST VALVE BOXES TO MATCH FINISHED GADE. VALVE BOXES SHALL BE POVIDED ITH CONCETE COLLAS AS SHON IN CITY ACO STANDAD DETAIL ST-7. EXIST. 8" ATELINE EXIST. 6" ATELINE. PIPE ED JOINT D.I STA:1+70.58, ELEV:397.08 1-16" D.I.P. CAP ESTAIN POP. 16" POP. 16" ESTAINED JOINT D.I. PIPE POP. 16" GATE VALVE POP. 16" D.I.P. 10 L.F. STUB-OUT STA. 1+60.19 1-16" 11.25 DEG. D.I. MJ BEND, ESTAINED, SEE NOTES 3 AND 4 STA. 0+27.58 11. ATE LINE SHALL BE COMPLETE IN PLACE INCLUDING ALL BENDS, BLOCKS, FITTINGS, SEVICES, AND APPUTENANCES BEFOE PESSUE TESTING. TEST PIPE IN ACCODANCE ITH CITY ACO STANDAD SPECIFICATION SECTION 4.9 PAT 3A.3. DISINFECT PIPE IN ACCODANCE ITH AA C651. DECHLOINATE ATE PE AA C655 PIO TO DISCHAGE. 12. INSTALL 2 TAPPING SLEEVE AND VALVE ON TOP POPOSED 16 PIPE FO MANUAL AI ELEASE AT 24 X16 TAP. CUT AND PLUG 2 TAP BELO GADE AFTE PESSUE TESTING AND DISINFECTION. 13. CONTACTO TO INSTALL CONCETE CONCETE COLLAS ON ALL VALVE BOXES PE CITY ACO DETAIL. COST COLLAS SHALL BE INCIDENTAL TO COST VALVE INSTALLATION. 14. EXISTING VALVE BOX AND COVE TO BE EMOVED AND FILLED /CONCETE UPON ABANDONMENT. 1-16" 11.25 DEG. D.I. MJ BEND, ESTAINED, SEE NOTE 3 STA. 0+99.59 9.69 L.F. CONCETE ENCASE 1-16" 11.25 DEG. D.I. MJ BEND, ESTAINED, SEE NOTES 3 AND 5 STA. 0+22.84 1-16" 45 DEG. D.I. MJ BEND, ESTAINED, SEE NOTE 3 AND 5 STA. 0+13.15 POJECT: 0 5 10 20 EC DAN: KK EC "THE SEAL APPEAING ON THIS DOCUMENT AS AUTHOIZED ON THE SHON ON THE STAMP. ALTEATION A SEALED DOCUMENT ITHOUT POPE NOTIFICATION TO THE ESPONSIBLE ENGINEE IS AN FENSE UNDE THE TEXAS ENGINEEING PACTICE ACT" (IN FEET) VETICAL SCALE 1" = 2' EV DESCIPTION TEXAS EGISTEED ENGINEEING FIM CITY ACO HEING AVE. STEET AND UTILITY IMPOVEMENTS BID ALTENATE #2 16" ATELINE PLAN AND PILE C8.0 S G:\Projects\CAC1800838-5th Street\DG\CAC1800838-C40-ATE.dwg, C8.0, 11/30/2018 10:37:17 AM, 1:1.5 PI: 0+99 STA. 0+13.15 1-16" 45 DEG. D.I. MJ BEND, ESTAINED, SEE NOTE 3 AND 5 N: 10543327.1802 E: 3296449.6597 STA. 1+60.19 POP. 16" GATE VALVE POP. 16" D.I.P. 10 L.F. STUB-OUT N: 10543416.6456 E: 3296333.5089 EXIST. 8" ATELINE 30.3 L.F. CLASS 'C' SUFACE EPLACEMENT G TELEPHONE EXIST. 8" ATELINE ECONNECT SEVICE TO POP. 16" ATELINE SEE NOTE 8 EXIST. GASLINE