SAN ANTONIO WATER SYSTEM CENTRAL SEWERSHED PACKAGE 3. SAWS Job No SAWS Solicitation No. CO ADDENDUM NO. 1 September 27, 2017

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SAN ANTONIO WATER SYSTEM CENTRAL SEWERSHED PACKAGE 3 SAWS Job No. 17-4528 SAWS Solicitation No.

1 SAN ANTONIO WATER SYSTEM CENTRAL SEWERSHED PACKAGE 3 SAWS Job No SAWS Solicitation No. CO September 27, 2017 To Bidder of Record: This addendum, applicable to work referenced above, is an amendment to the bidding documents and as such will be a part of and included in the Contract Documents. Acknowledge receipt of this addendum by entering the addendum number and issue date in the space provided in the bid. Clarifications: 1. The estimated cost for this project is $6,082,530.40, which is now reflected on the SAWS website at the following link: 2. The bid items in the bid proposal have been updated, revised, or removed as follows: Quantities Updated Hot Mix Asphaltic Concrete Pavement, Type D (2 Compacted Depth) (COSA Spec) SY 8, Hot Mix Asphaltic Concrete Pavement, Type D (1 Compacted Depth) (COSA Spec) SY 1, Point repairs for 8" or 10" Diameter, (0'-10' depth) including up to 20 LF of piping EA Obstruction Removal by Excavation, 8" or 10" Diameter, All Depths EA 45 Item Descriptions Revised Obstruction Removal by Remote Control, 8" or 10" Diameter, all depths EA Obstruction Removal by Remote Control, 12" or 15" Diameter, all depths EA Obstruction Removal by Remote Control, 18" or 20" Diameter, all depths EA 5 Items Removed 900 Pipe Bursting 20" Sanitary Sewer Pipe, 0-10 deep LF Pipe Bursting 20" Sanitary Sewer Pipe, deep LF Pipe Bursting 20" Sanitary Sewer Pipe, >15 deep LF Conventional CIPP 20" Sanitary Sewer Pipe, all depths LF 50 A1-1

2 Bidding Documents: 1. Remove the Bid Proposal (BP-1 thru BP-5) in its entirety and replace with the version, which is attached to this Addendum. This version should be used when submitting a bid proposal for this project. Modifications to the Plans: 1. Remove Sheet 3 in its entirety and replace with the attached Sheet Insert Sheet 70 which was missing when the plans were originally released and is attached to this Addendum. 3. There are two Sheet 71 s in the Plan Set. Omit the 2 nd Plan Sheet 71 which shows (4) Item Descriptions in the Quantities Table. The 1 st Plan Sheet 71 showing (5) Item Descriptions in the Quantities Table should be used when submitting a bid proposal for this project. Questions and Answers: 1. Question: Is there an estimate available for this project? Response: See No. 1 of Clarifications within this Addendum. 2. I am trying to confirm that all of the updated info will be posted to the saws.org website. I am also trying to confirm that estimated project values are not available. Response: All of the updated information will be posted to the saws.org website. Also, see response to Question No I have a question as to whether or not SAWS will be accepting alternative bids to conduct the work for this RFP? After our initial review of the project requirements, we are inclined to think that CIPP may be a more cost-effective and timely application versus pipe bursting. As such, may a contractor propose to execute all of the work using CIPP? Response: SAWS will not accept alternative bids to this IFB. This project is designed to be rehabilitated by a combination of CIPP and Pipe Bursting. 4. Regarding the Statement of Bidder s Experience. Is the Bidder permitted to subcontract the CIPP installations on the project and therefore list the project experience of the CIPP installer the Bidder intends to use? Response: Yes, the contractor can subcontract the CIPP installation and use its subcontractor s project experience. 5. Can SAWS provide flow rates for the proposed lines to be rehabbed? Many of the manholes are not accessible for contractor inspection. Response: SAWS does not have flow rates for the sanitary sewer lines. Most of the manholes are accessible. A1-2

4 Central Sewershed Package 3 SAWS Job No Solicitation No. CO BID PROPOSAL PROPOSAL OF, a corporation a partnership consisting of an individual doing business as THE SAN ANTONIO WATER SYSTEM: Pursuant to Instructions and Invitation to Bidders, the undersigned proposes to furnish all labor and materials as specified and perform the work required for the project as specified, in accordance with the Plans and Specifications for the following prices to wit: (PLEASE SEE ATTACHED PDF LIST OF BID ITEMS) TOTAL BID PRICE $ Mobilization and Prep of ROW shall be limited to the maximum percentage shown. If the percentage exceeds the allowable maximum stated for mobilization and or preparation of ROW, SAWS reserves the right to cap the amount at the percentages shown and adjust the extensions of the bid items accordingly. The Contractor herein acknowledges receipt of the following: Addendum Nos. BIDDER S SIGNATURE & TITLE FIRM S NAME (TYPE OR PRINT) FIRM S ADDRESS FIRM S PHONE NO. /FAX NO. FIRM S ADDRESS OWNER RESERVES THE RIGHT TO ACCEPT THE OVERALL MOST RESPONSIBLE BID. BID The bidder offers to construct the Project in accordance with the Contract Documents for the contract price, and to complete the Project within 500 calendar days after the start date, as set forth in the Authorization to Proceed. The bidder understands and accepts the provisions of the contract Documents relating to liquidated damages of the project if not completed on time. Complete the additional requirements of the Bid Proposal which are included on the following pages. Rev. 07/15 BP-1

5 Solicitation No.: CO SAWS Job #: Bid Proposal: Central Sewershed Package 3 Item No. Spec No. Specification No. & Description Unit Qty Unit Price Total Price Remove Concrete Curb (COSA Spec) LF 10 $ $ Remove Concrete Sidewalks and Driveways (COSA Spec) SF 729 $ $ Remove Miscellaneous Concrete (COSA Spec) SF 50 $ $ Tack coat (COSA Spec) GAL 1,607 $ $ Hot Mix Asphaltic Concrete Pavement, Type C (3" Compacted Depth) (COSA Spec) SY 7,879 $ $ Hot Mix Asphaltic Concrete Pavement, Type D (2 Compacted Depth) (COSA Spec) SY 8,202 $ $ Hot Mix Asphaltic Concrete Pavement, Type D (1 Compacted Depth) (COSA Spec) SY 1,718 $ $ Asphalt Treated Base (ATB) (10 Compacted Depth) (COSA Spec) SY 957 $ $ Asphalt Treated Base (ATB) (12 Compacted Depth) (COSA Spec) SY 121 $ $ Salvaging Hauling & Stockpiling Reclaimable Asphaltic Pavement(2" Depth) (COSA Spec) SY 7,627 $ $ Salvaging Hauling & Stockpiling Reclaimable Asphaltic Pavement(3" Depth) (COSA Spec) SY 7,779 $ $ Flowable Fill CY 27 $ $ Concrete Curb (COSA Spec) LF 10 $ $ Concrete Sidewalks (COSA Spec) SY 9 $ $ Portland Cement Concrete Driveway (COSA Spec) SY 24 $ $ Portland Cement Concrete Driveway - Commercial (COSA Spec) SY 48 $ $ Concrete Riprap (5" Thick) (COSA Spec) SY 10 $ $ Topsoil (COSA SPEC) CY 15 $ $ Bermuda Sodding (COSA SPEC) SY 47 $ $ St. Augustine Sodding (COSA SPEC) SY 119 $ $ Barricades, Signs, and Traffic Handling (COSA Spec) (Work Site 01) LS 1 $ $ Barricades, Signs, and Traffic Handling (COSA Spec) (Work Site 02) LS 1 $ $ Barricades, Signs, and Traffic Handling (COSA Spec) (Work Site 03) LS 1 $ $ Barricades, Signs, and Traffic Handling (COSA Spec) (Work Site 04) LS 1 $ $ Inch Wide Yellow Line (COSA Spec) LF 4,515 $ $ Word "ONLY" EA 3 $ $ Inch Wide White Line (COSA Spec) LF 1,350 $ $ Median Nose Yellow EA 3 $ $ Inch Wide White Line (COSA Spec) LF 970 $ $ BP - 2

6 Solicitation No.: CO SAWS Job #: Bid Proposal: Central Sewershed Package 3 Item No. Spec No. Specification No. & Description Unit Qty Unit Price Total Price Inch Wide White Line (COSA Spec) LF 180 $ $ Straight White Arrow (COSA Spec) EA 1 $ $ Inch Wide Yellow Line (COSA Spec) LF 130 $ $ Right White Arrow (COSA Spec) EA 3 $ $ Adjusting Exisitng Manholes EA 118 $ $ Sanitary Sewer Manhole (0'-6' depth) EA 26 $ $ Extra Depth Manholes (greater than 6') VF 25 $ $ Reconstruction of Existing Manhole EA 5 $ $ S1 Bypass Pumping (All Sizes) (Work Site 01) LS 1 $ $ S1 Bypass Pumping (All Sizes) (Work Site 02) LS 1 $ $ S1 Bypass Pumping (All Sizes) (Work Site 03) LS 1 $ $ S1 Bypass Pumping (All Sizes) (Work Site 04) LS 1 $ $ Sewer Main Pre-Television Inspection (8 through 15 Diameter) LF 27,011 $ $ Sewer Main Pre-Television Inspection (18 through 21 Diameter) LF 536 $ $ Pipe Bursting 8" Sanitary Sewer Pipe, 0'-10' deep LF 18,724 $ $ Pipe Bursting 8" Sanitary Sewer Pipe, 10'-15' deep LF 817 $ $ Pipe Bursting 8" Sanitary Sewer Pipe, >15' deep LF 50 $ $ Pipe Bursting 10" Sanitary Sewer Pipe, 0'-10' deep LF 474 $ $ Pipe Bursting 10" Sanitary Sewer Pipe, 10'-15' deep LF 50 $ $ Pipe Bursting 10" Sanitary Sewer Pipe, >15' deep LF 50 $ $ Pipe Bursting 12" Sanitary Sewer Pipe, 0'-10' deep LF 50 $ $ Pipe Bursting 12" Sanitary Sewer Pipe, 10'-15' deep LF 50 $ $ Pipe Bursting 12" Sanitary Sewer Pipe, >15' deep LF 50 $ $ Pipe Bursting 15" Sanitary Sewer Pipe, 0'-10' deep LF 400 $ $ Pipe Bursting 15" Sanitary Sewer Pipe, 10'-15' deep LF 249 $ $ Pipe Bursting 15" Sanitary Sewer Pipe, >15' deep LF 781 $ $ Pipe Bursting 18" Sanitary Sewer Pipe, 0'-10' deep LF 50 $ $ Pipe Bursting 18" Sanitary Sewer Pipe, 10'-15' deep LF 271 $ $ Pipe Bursting 18" Sanitary Sewer Pipe, >15' deep LF 265 $ $ Conventional CIPP 8" Sanitary Sewer Pipe, all depths LF 4,259 $ $ Conventional CIPP 10" Sanitary Sewer Pipe, all depths LF 351 $ $ BP - 3

7 Solicitation No.: CO SAWS Job #: Bid Proposal: Central Sewershed Package 3 Item No. Spec No. Specification No. & Description Unit Qty Unit Price Total Price Conventional CIPP 12" Sanitary Sewer Pipe, all depths LF 956 $ $ Conventional CIPP 15" Sanitary Sewer Pipe, all depths LF 50 $ $ Conventional CIPP 18" Sanitary Sewer Pipe, all depths LF 50 $ $ Manhole Rehabilitation VF 358 $ $ Point repairs for 8" or 10" Diameter, (0'-10' depth) including up to 20 LF of piping EA 95 $ $ Point repairs for 8" or 10" Diameter, (10'-15' depth) including up to 20 LF of piping EA 1 $ $ Point repairs for 8" or 10" Diameter, (>15' depth) including up to 20 LF of piping EA 2 $ $ Point repairs for 12" or 15" Diameter, (0'-10' depth) including up to 20 LF of piping EA 2 $ $ Point repairs for 12" or 15" Diameter, (10'-15' depth) including up to 20 LF of piping EA 2 $ $ Point repairs for 12" or 15" Diameter, (>15' depth) including up to 20 LF of piping EA 4 $ $ Point repairs for 18" or 21" Diameter, (0'-10' depth) including up to 20 LF of piping EA 2 $ $ Point repairs for 18" or 21" Diameter, (10'-15' depth) including up to 20 LF of piping EA 2 $ $ Point repairs for 18" or 21" Diameter, (>15' depth) including up to 20 LF of piping EA 2 $ $ Extra length point repair, 8" or 10" Diameter, all depths LF 261 $ $ Extra length point repair, 12" or 15" Diameter, all depths LF 20 $ $ Extra length point repair, 18" or 21" Diameter, all depths LF 20 $ $ Obstruction Removal by Excavation, 8" or 10" Diameter, All Depths EA 45 $ $ Obstruction Removal by Excavation, 12" or 15" Diameter, All Depths EA 1 $ $ Obstruction Removal by Excavation, 18" or 21" Diameter, All Depths EA 1 $ $ Obstruction Removal by Remote Control, 8" or 10" Diameter, all depths EA 5 $ $ Obstruction Removal by Remote Control, 12" or 15" Diameter, all depths EA 5 $ $ Obstruction Removal by Remote Control, 18" or 20" Diameter, all depths EA 5 $ $ Service Reconnection, (w/ open cut excavation, 0'- 10' depth, including up to 10 LF of lateral) EA 487 $ $ BP - 4

8 Solicitation No.: CO SAWS Job #: Bid Proposal: Central Sewershed Package 3 Item No. Spec No. Specification No. & Description Unit Qty Unit Price Total Price Service Reconnection, (w/ open cut excavation, 10'- 15' depth, including up to 10 LF of lateral) EA 19 $ $ Service Reconnection, (w/ open cut excavation, >15' depth, including up to 10 LF of lateral) EA 2 $ $ Service Reconnection, all depths (w/ remote control cut device) EA 137 $ $ BP - 5

9 Line No Item No Item Description Unit Quantity Remove Concrete Curb (COSA Spec) LF Remove Concrete Sidewalks and Driveways (COSA Spec) SF Remove Miscellaneous Concrete (COSA Spec) SF 50 Line No Item No Item Description Unit Quantity Pipe Bursting 12" Sanitary Sewer Pipe, deep LF Pipe Bursting 12" Sanitary Sewer Pipe, >15 deep LF Pipe Bursting 15" Sanitary Sewer Pipe, 0-10 deep LF 400 W:\Work\C Central SewerShed Pkg 3\SAWS Sheets\CentralPackage3_SWR03_Quantities.dgn 9/21/2017 2:55:01PM Tack coat (COSA Spec) GAL 1, Hot Mix Asphaltic Concrete Pavement, Type C (3" Compacted Depth) (COSA Spec) SY 7, Hot Mix Asphaltic Concrete Pavement, Type D (2 Compacted Depth) (COSA Spec) SY 8, Hot Mix Asphaltic Concrete Pavement, Type D (1 Compacted Depth) (COSA Spec) SY 1, Asphalt Treated Base (ATB) (10 Compacted Depth) (COSA Spec) SY Asphalt Treated Base (ATB) (12 Compacted Depth) (COSA Spec) SY Salvaging Hauling & Stockpiling Reclaimable Asphaltic Pavement(2" Depth) (COSA Spec) SY 7, Salvaging Hauling & Stockpiling Reclaimable Asphaltic Pavement(3" Depth) (COSA Spec) SY 7, Flowable Fill CY Concrete Curb (COSA Spec) LF Concrete Sidewalks (COSA Spec) SY Portland Cement Concrete Driveway (COSA Spec) SY Portland Cement Concrete Driveway - Commercial (COSA Spec) SY Concrete Riprap (5" Thick) (COSA Spec) SY Topsoil (COSA SPEC) CY Bermuda Sodding (COSA SPEC) SY St. Augustine Sodding (COSA SPEC) SY Barricades, Signs, and Traffic Handling (COSA Spec) (Work Site 01) LS Barricades, Signs, and Traffic Handling (COSA Spec) (Work Site 02) LS Barricades, Signs, and Traffic Handling (COSA Spec) (Work Site 03) LS Barricades, Signs, and Traffic Handling (COSA Spec) (Work Site 04) LS Inch Wide Yellow Line (COSA Spec) LF 4, Word "ONLY" EA Inch Wide White Line (COSA Spec) LF 1, Median Nose Yellow EA Inch Wide White Line (COSA Spec) LF Inch Wide White Line (COSA Spec) LF Straight White Arrow (COSA Spec) EA Inch Wide Yellow Line (COSA Spec) LF Right White Arrow (COSA Spec) EA Adjusting Exisitng Manholes EA Sanitary Sewer Manhole (0-6 depth) EA Extra Depth Manholes (greater than 6 ) VF Reconstruction of Existing Manhole EA S1 Bypass Pumping (All Sizes) (Work Site 01) LS S1 Bypass Pumping (All Sizes) (Work Site 02) LS S1 Bypass Pumping (All Sizes) (Work Site 03) LS S1 Bypass Pumping (All Sizes) (Work Site 04) LS Sewer Main Pre-Television Inspection (8 through 15 Diameter) LF 27, Sewer Main Pre-Television Inspection (18 through 21 Diameter) LF Pipe Bursting 8" Sanitary Sewer Pipe, 0-10 deep LF 18, Pipe Bursting 8" Sanitary Sewer Pipe, deep LF Pipe Bursting 8" Sanitary Sewer Pipe, >15 deep LF Pipe Bursting 10" Sanitary Sewer Pipe, 0-10 deep LF Pipe Bursting 10" Sanitary Sewer Pipe, deep LF Pipe Bursting 10" Sanitary Sewer Pipe, >15 deep LF Pipe Bursting 12" Sanitary Sewer Pipe, 0-10 deep LF Pipe Bursting 15" Sanitary Sewer Pipe, deep LF Pipe Bursting 15" Sanitary Sewer Pipe, >15 deep LF Pipe Bursting 18" Sanitary Sewer Pipe, 0-10 deep LF Pipe Bursting 18" Sanitary Sewer Pipe, deep LF Pipe Bursting 18" Sanitary Sewer Pipe, >15 deep LF Conventional CIPP 8" Sanitary Sewer Pipe, all depths LF 4, Conventional CIPP 10" Sanitary Sewer Pipe, all depths LF Conventional CIPP 12" Sanitary Sewer Pipe, all depths LF Conventional CIPP 15" Sanitary Sewer Pipe, all depths LF Conventional CIPP 18" Sanitary Sewer Pipe, all depths LF Manhole Rehabilitation VF Point repairs for 8" or 10" Diameter, (0-10 depth) including up to 20 LF of piping EA Point repairs for 8" or 10" Diameter, (10-15 depth) including up to 20 LF of piping EA Point repairs for 8" or 10" Diameter, (>15 depth) including up to 20 LF of piping EA Point repairs for 12" or 15" Diameter, (0-10 depth) including up to 20 LF of piping EA Point repairs for 12" or 15" Diameter, (10-15 depth) including up to 20 LF of piping EA Point repairs for 12" or 15" Diameter, (>15 depth) including up to 20 LF of piping EA Point repairs for 18" or 21" Diameter, (0-10 depth) including up to 20 LF of piping EA Point repairs for 18" or 21" Diameter, (10-15 depth) including up to 20 LF of piping EA Point repairs for 18" or 21" Diameter, (>15 depth) including up to 20 LF of piping EA Extra length point repair, 8" or 10" Diameter, all depths LF Extra length point repair, 12" or 15" Diameter, all depths LF Extra length point repair, 18" or 21" Diameter, all depths LF Obstruction Removal by Excavation, 8" or 10" Diameter, All Depths EA Obstruction Removal by Excavation, 12" or 15" Diameter, All Depths EA Obstruction Removal by Excavation, 18" or 21" Diameter, All Depths EA Obstruction Removal by Remote Control, 8" or 10" Diameter, all depths EA Obstruction Removal by Remote Control, 12" or 15" Diameter, all depths EA Obstruction Removal by Remote Control, 18" or 20" Diameter, all depths EA Service Reconnection, (w/ open cut excavation, 0-10 depth, including up to 10 LF of lateral) EA Service Reconnection, (w/ open cut excavation, depth, including up to 10 LF of lateral) EA Service Reconnection, (w/ open cut excavation, >15 depth, including up to 10 LF of lateral) EA Service Reconnection, all depths (w/ remote control cut device) EA 137 THIS DRAWING IS THE PROPERTY OF BAIN MEDINA BAIN, INC. AND SHALL NOT BE USED FOR ANY PURPOSE WITHOUT THE WRITTEN CONSENT OF AN AUTHORIZED AGENT OF BAIN MEDINA BAIN, INC.; BAIN MEDINA BAIN INC. ACCEPTS NO RESPONSIBILITY FOR THE USE OF THIS DRAWING FOR ANY PURPOSE AFTER SIX MONTHS FROM THE DATE INDICATED ON THE DRAWING. ALL RIGHTS RESERVED. COPYRIGHT BAIN MEDINA BAIN, INC. C REV. DATE DESCRIPTION BY DEVELOPER: CONT. SUBMITTED APPROVED MAP No. SECT. No. BAIN MEDINA BAIN, INC. ENGINEERS & SURVEYORS 7073 San Pedro, San Antonio, Texas, Phone: Fax: BUDGET PROJ. DR. DC CK. CC/CB JOB No. TBPE F CENTRAL SEWERSHED PACKAGE 3 SUMMARY OF QUANTITIES FINAL DESIGN SHEET OF 3 132

BLK 39 427 WAKE FORREST DR LOT 20 BLK 39 423 WAKE FORREST DR LOT 21 BLK 39 419 WAKE FORREST DR LOT 22 BLK 39 W Sanitary Sewer Manhole (0-6 depth) 2 EA 866 Sewer Main Pre-Television Inspection (8

1 Point repairs for 8" or 10" Diameter, (0-10 depth) including up to 20 LF of piping 3 EA 1103.

WATERTIGHT 4 DIA SSMH EXSSMH #14910 (4 VF) EXISTING CONCRETE MANHOLE OBSTRUCTION REMOVAL 20 FROM MH #14910 BY OPEN CUT EXCAVATION NE 4"GAS LI 450 WAKE FORREST DR LOT 4 442 WAKE FORREST DR LOT 6 438

#14911 23 42 53 38 20 16 UNPAVED ALLEY VOL. 2222 PG. 345 PR 8"SS 21 33 4 31 31 9 CHANGE MATERIAL CP/PVC/CP 41-42 FROM MH #14910 6 28 21 11 7 49 PROP.

FT OF 14 & W 58 FT OF 15 2615 CINCINNATI AVE LOT 16, E 2 FT OF 15 & W 12 FT OF 17 3 3 57 3 28 APPROX. POINT REPAIR LOCATION 5 FROM MH #14912 (LARGE JOINT OFFSET) APPROX.

89 2627 CINCINNATI AVE LOT E 44 FT OF 12 & W 30 FT OF 13 45 LF 426 WAKE FORREST DR LOT SE 6 FT OF 9 & 10 NE WATER LI 6"CI 12 2631 CINCINNATI AVE LOT 11 & W 16 FT OF 12 430 WAKE FORREST DR LOT SE 6 FT

68 PR 8"SS 9 Service Reconnection, all depths (w/ remote control cut device) EXIST. SSMH ID#14912 TOP ELEV.:734.80 INV:730.

7 EA 852 PVC 5"SS 1 4: 1 5: 57 PM EXIST 15" SS TO REMAIN CAUTION!!! EXISTING UTILITIES PRESENT. CONTRACTOR TO EXERCISE CAUTION WHEN WORKING AROUND EXISTING LINES!

47 ORRESTDR WAKEF 458 WAKE FORREST DR LOT 2 QUANTITY Adjusting Existing Manholes 1109 462 WAKE FORREST DR LOT 1 SEWER ITEM DESCRIPTION 851 10 0 50 SCALE FEET SCALE: 1"=50 LEGEND PROP.

$UT PVMT SDLK & DRWY APPROX. POINT REPAIR LOCATION 103 FROM MH #14910 (JOINT OFFSET) OBSTRUCTION REMOVAL 61 FROM MH #14911 BY OPEN CUT EXCAVATION REPAIR SODDING & LANDSCAPE REPAIR W: \Work\C-1 458.$

10 ITEM NO. 451 WAKE FORREST DR LOT 14 BLK WAKE FORREST DR LOT 15 BLK WAKE FORREST DR LOT 16 BLK WAKE FORREST DR LOT 17 BLK WAKE FORREST DR LOT 18 BLK WAKE FORREST DR LOT 19 BLK WAKE FORREST DR LOT 20 BLK WAKE FORREST DR LOT 21 BLK WAKE FORREST DR LOT 22 BLK 39 W Sanitary Sewer Manhole (0-6 depth) 2 EA 866 Sewer Main Pre-Television Inspection (8 through 15 Diameter) Conventional CIPP 8" Sanitary Sewer Pipe, all depths 565 LF 910 Manhole Rehabilitation 4 VF Point repairs for 8" or 10" Diameter, (0-10 depth) including up to 20 LF of piping 3 EA Obstruction Removal by Excavation, 8" or 10" Diameter, All Depths 3 EA 22 EA 446 WAKE FORREST DR LOT 5 CHANGE MATERIAL CP/PVC/CP FROM MH #14910 PROP. WATERTIGHT 4 DIA SSMH EXSSMH #14910 (4 VF) EXISTING CONCRETE MANHOLE OBSTRUCTION REMOVAL 20 FROM MH #14910 BY OPEN CUT EXCAVATION NE 4"GAS LI 450 WAKE FORREST DR LOT WAKE FORREST DR LOT WAKE FORREST DR LOT 7 CHANGE MATERIAL CP/PVC/CP FROM MH #14910 OBSTRUCTION REMOVAL 86 FROM MH #14910 BY OPEN CUT EXCAVATION 434 WAKE FORREST DR LOT 8 CHANGE MATERIAL CP/PVC/CP FROM MH # UNPAVED ALLEY VOL PG. 345 PR 8"SS CHANGE MATERIAL CP/PVC/CP FROM MH # PROP. WATERTIGHT 4 DIA SSMH EXSSMH #14911 (4 VF) EXISTING BRICK MANHOLE REHABILITATE 265 LF OF 8"CP BY CIPP SEGMENT CINCINNATI AVE LOT E 30 FT OF 13 & W 44 FT OF CINCINNATI AVE LOT E 16 FT OF 14 & W 58 FT OF CINCINNATI AVE LOT 16, E 2 FT OF 15 & W 12 FT OF APPROX. POINT REPAIR LOCATION 5 FROM MH #14912 (LARGE JOINT OFFSET) APPROX. POINT REPAIR LOCATION 10 FROM MH #14911 (JOINT OFFSET) EXIST. SSMH ID#14910 TOP ELEV.: INV: CINCINNATI AVE LOT E 44 FT OF 12 & W 30 FT OF LF 426 WAKE FORREST DR LOT SE 6 FT OF 9 & 10 NE WATER LI 6"CI CINCINNATI AVE LOT 11 & W 16 FT OF WAKE FORREST DR LOT SE 6 FT OF 9 & NW 7 FT OF 10 ADJUST & REHABILITATE EXSSMH #14912 (4 VF) INSTALL NEW WATERTIGHT RING & COVER EXISTING BRICK MANHOLE EXIST. SSMH ID#14911 TOP ELEV.: INV: PR 8"SS 9 Service Reconnection, all depths (w/ remote control cut device) EXIST. SSMH ID#14912 TOP ELEV.: INV: REHABILITATE 300 LF OF 8"CP BY CIPP SEGMENT CINCINNATI AVE LOT E 48 FT OF 17 & W 26 FT OF CINCINNATI AVE LOT E 35 FT OF 18 & W 40 FT OF 19 M ATCHLI NE ( SEE SHEET 71) 9/21 /201 7 EA 852 PVC 5"SS 1 4: 1 5: 57 PM EXIST 15" SS TO REMAIN CAUTION!!! EXISTING UTILITIES PRESENT. CONTRACTOR TO EXERCISE CAUTION WHEN WORKING AROUND EXISTING LINES!!! 454 WAKE FORREST DR LOT 3 UNIT 1 EXIST. SSMH ID#32104 TOP ELEV.: INV: ORRESTDR WAKEF 458 WAKE FORREST DR LOT 2 QUANTITY Adjusting Existing Manholes WAKE FORREST DR LOT 1 SEWER ITEM DESCRIPTION SCALE FEET SCALE: 1"=50 LEGEND PROP. SAN SEWER EXISTING SAN. SEWER 8"SS WATER MAIN 6"C.I.W. 2"G GAS MAIN 24"ST STORM SEWER EXISTING UTILITY POLE 2603 CINCINNATI AVE LOT 20 & E 20 FT OF 19 UNDERGROUND ELEC. UE UNDERGROUND TELE. UT PVMT SDLK & DRWY APPROX. POINT REPAIR LOCATION 103 FROM MH #14910 (JOINT OFFSET) OBSTRUCTION REMOVAL 61 FROM MH #14911 BY OPEN CUT EXCAVATION REPAIR SODDING & LANDSCAPE REPAIR W: \Work\C CentralSew ershed Pkg 3\SAWS Sheets\PLN AY28_Central Package 03_04. dgn UNIVERSITY PARK SUBDIVISION UNIT 4 CINCINNATI AVE NE 20"CSC WATER LI REV. DATE DESCRIPTION BY PROP 8" CIPP SEWER LATERAL NOTE: SEWER LATERAL PLACEMENTS WERE BASED ON PRE-TELEVISING INSPECTION AND SAWS BLOCK MAPS. THE CONTRACTOR IS RESPONSIBLE FOR THE VERIFICATION OF THE SEWER LATERAL LOCATIONS AND EXISTING UTILITIES, BEFORE CONSTRUCTION BEGINS. BAIN MEDINA BAIN, INC. SEGMENT LF. SEGMENT L.F. ENGINEERS & SURVEYORS TBPE F San Pedro, San Antonio, Texas, Phone: Fax: NOTE: CENTRAL SEWERSHED PACKAGE 3 THE EXISTING UNDERGROUND UTILITIES SHOWN ON THESE PLANS ARE BASED UPON RECORD INFORMATION ONLY AND ARE APPROXIMATE. THE EXACT LOCATION OF ALL CONTRACTOR TO COORDINATE WITH SAWS INSPECTOR AND COSA EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY THE CONTRACTOR. TREE ARBORIST FOR TREE PROTECTION REQUIREMENTS PLAN VIEW - AREA AY28 SEGMENT & WORK SITE 03 THE CONTRACTOR SHALL ALSO CONTACT THE UTILITY PURVEYORS BEFORE BEGINNING WORK. CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR ALL AND ANY DAMAGES CONTRACTOR MUST NOTIFY SAWS INSPECTION AT THAT MIGHT OCCUR BY HIS FAILURE TO ACCURATELY LOCATE ALL EXISTING UNDERGROUND 48 HOURS BEFORE ANY OF THE FOLLOWING ACTIVITIES UTILITIES AND PRESERVE EXISTING CONDITIONS. TAKE PLACE. DEVELOPER: CONT. BUDGET PROJ. TRENCH EXCAVATION SAFETY PROTECTION CONTRACTOR AND/OR CONTRACTOR S INDEPENDENTLY RETAINED EMPLOYEE OR STRUCTURAL DESIGN/GEOTECHNICAL/SAFETY/ EQUIPMENT CONSULTANT, IF ANY SHALL REVIEW THESE PLANS AND AVAILABLE GEOTECHNICAL INFORMATION AND THE ANTICIPATED INSTALLATION SITE(S) WITHIN THE PROJECT WORK AREA IN ORDER TO IMPLEMENT CONTRACTOR S TRENCH EXCAVATION SAFETY PROTECTION SYSTEMS, PROGRAMS AND/OR PROCEDURES. THE CONTRACTOR S IMPLEMEN- TATION OF THE SYSTEMS, PROGRAMS AND/OR PROCEDURES SHALL PROVIDE FOR ADEQUATE 1. NOTIFICATION OF PRE-TELEVISION INSPECTION. SUBMITTED 2. NOTIFICATION OF BYPASS PUMPING SETUP OPERATIONS. 3. NOTIFICATION OF THE PIPE INSTALLATION. THIS DRAWING IS THE PROPERTY OF BAIN MEDINA BAIN, INC. AND SHALL NOT BE USED FOR ANY PURPOSE WITHOUT THE WRITTEN APPROVED CONSENT OF AN AUTHORIZED AGENT OF BAIN MEDINA BAIN, INC.; TRENCH EXCAVATION SAFETY PROTECTION THAT COMPLIES WITH AS A MINIMUM,OSHA STANDARDS FOR TRENCH EXCAVATIONS. SPECIFICALLY, CONTRACTOR AND/OR CONTRACTOR S INDEPENDENTLY RETAINED EMPLOYEE OF SAFETY CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY PROGRAM IN ACCORDANCE WITH OSHA STANDARDS GOVERNING THE PRESENCE AND ACTIVITIES OF INDIVIDUALS WORKING IN AND AROUND TRENCH EXCAVATION. BAIN MEDINA BAIN INC. ACCEPTS NO RESPONSIBILITY FOR THE USE NOTE: CONTRACTOR MUST FIELD VERIFY ALL DEPTHS, DISTANCES, PIPE, SIZES, AND GRADES BEFORE START OF CONSTRUCTION. (N.S.P.I.) SHEET MAP No. OF THIS DRAWING FOR ANY PURPOSE AFTER SIX MONTHS FROM THE DATE INDICATED ON THE DRAWING. ALL RIGHTS RESERVED. COPYRIGHT BAIN MEDINA BAIN, INC. C FINAL DESIGN SECT. No. DR. DC CK. CC/CB JOB No OF 132

Granite Shoals, TX San Antonio, TX 78251

Granite Shoals, TX San Antonio, TX 78251 Water Bid Items 1 226.00 LF (103) Remove Concrete Curb $2.00 $452.00 $1.05 $237.30 $5.00 $1,130.00 $5.00 $1,130.00 2 672.00 SF (103) Remove Sidewalks and Driveways $3.00 $2,016.00 $1.75 $1,176.00 $5.00