Eastern Sewershed Package IV Project Solicitation Number: CO Job No.: ADDENDUM 1 April 20, 2018
|
|
- Eugenia Cook
- 6 years ago
- Views:
Transcription
1 Eastern Sewershed Package IV Project Solicitation Number: CO Job No.: ADDENDUM 1 April 20, 2018 To Bidder of Record: This addendum, applicable to work referenced above, is an amendment to the bid proposal, plans and specifications 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 on the space provided in submitted copies of the bid proposal. CHANGES TO THE SPECIFICATIONS 1. Bid Proposal (BP-2 & BP-3) - Remove the bid proposal in its entirety and replace with the attached. This revised version should be used by bidders when submitting a bid for this project. The following items were updated: Item 866 description changed. 2. Insert Special Provisions to Technical Specifications (SPTS 5) with attached Special Provisions (SPTS 5). The following items added: a. Item Mobilization b. Item 101 Preparation of Right-of-Way 3. Insert the following into special conditions: Videos are available for download. To access the videos the bidder must complete and submit the Disclaimer form, found at the following link: The completed form should be returned to Stella Manzello, Contract Administrator, at Stella.Manzello@saws.org The password required to view the videos will be provided upon receipt of this form. NOTE: These videos are provided for information purposes only, and are not included in the bid documents. The deterioration is an ongoing process, so the condition at the time of construction may be substantially different from that shown in the videos. CHANGES TO THE PLANS 1. Plan Sheet 2- Replace sheet dated 01/05/2018 with attached sheet 04/11/2018. Updates to plan sheets consist of revisions to pay item no. s and/or pay item descriptions. 2. Plan Sheets Replace sheet dated 01/05/2018 with attached sheet 04/11/2018. Updates to plan sheets consist of revisions to pay item no. s and/or pay item descriptions. SAN ANTONIO WATER SYSTEM 1 of 2 Eastern Sewershed Package IV Project IFB ADDENDUM 1
2 END OF ADDENDUM This Addendum, including these two pages, is forty-four (45) pages with attachments in its entirety. Attachments: Bid Proposal, page BP-2 and BP-3 Special Provision to Technical Specifications SPTS-5 Plan sheet 2 Plan sheets Luis Cuellar RPS STATE OF TEXAS LUIS A. CUELLAR P R O FESSO AL LICENSED N ENG NE E R 4/18/2018 SAN ANTONIO WATER SYSTEM 2 of 2 Eastern Sewershed Package IV Project IFB ADDENDUM 1
3 Solicitation No. CO SAWS Job No Proposal Eastern Sewershed Package IV Item No. Spec No 1 COSA Specification No. & Description Unit Qty Unit Price Total Price Flowable Fill (Low Strength) CY 50 $ $ 2 COSA- 520 Hydromulch SY Barricade, Signs, and Traffic Handling LS 1 $ $ 4 COSA Storm Water Pollution Prevention Plan LS 1 $ $ Trench Excavation Safety Protection LF 130 $ $ Manhole Adjustment EA 24 $ $ Sanitary Sewer Manhole (0-6 Depth) EA 1 $ $ Sanitary Sewer Manhole (Extra depth Manhole) VF 6 $ $ Reconstruction of Existing Manhole EA 3 $ $ Concrete Encasement, Cradles, Saddles, and Collars CY 17 $ $ S2 Bypass Pumping Large Diameter (Project Location J) LS 1 $ $ S2 Bypass Pumping Large Diameter (Project Location K) LS 1 $ $ S2 Bypass Pumping Large Diameter (Project Location P) LS 1 $ $ S2 Bypass Pumping Large Diameter (Project Location T) LS 1 $ $ S2 Bypass Pumping Large Diameter (Project Location Z) LS 1 $ $ Sewer Main Television Inspection(18 Through 27 ) LF $ $ Sewer Main Television Inspection(30 and larger) LF 3134 $ $ Inch CIPP Sewer Main Rehabilitation (Water Cured) All Depths Inch CIPP Sewer Main Rehabilitation (Water Cured) All Depths Inch CIPP Sewer Main Rehabilitation (Water Cured) All Depths Inch CIPP Sewer Main Rehabilitation (Water Cured) All Depths LF $ $ LF 399 $ $ LF 1382 $ $ LF 1752 $ $ Manhole Rehabilitation VF 329 $ $ Inch Pipe Point Repair, All Depths EA 1 $ $ Inch Pipe Point Repair, All Depths EA 1 $ $ Inch Pipe Point Repair, All Depths EA 2 $ $ Rev. 07/15 BP-2 Addendum 1
4 Solicitation No. CO SAWS Job No Proposal Eastern Sewershed Package IV Extra Length Point Repair, 27-Inch Pipe, All Depths LF 93 $ $ Obstruction Removal by Remote, 24 Diameter, All Depths Obstruction Removal by Remote, 42 Diameter, All Depths EA 1 $ $ EA 21 $ $ Rev. 07/15 BP-3 Addendum 1
5 Special Provisions to Technical Specifications F. Special Provision to Item NO. 100 Mobilization Measurement: Delete this section in its entirety Payment: Delete this section in its entirety and Replace with following: Mobilization, including cost for insurance and bonds, will not be measured or paid for directly, but shall be included in the unit price bid for the items of construction in which the work occurs. G. Special Provision to Item NO. 101 Preparing Right-of of- Way Measurement: Delete this section in its entirety Payment: Delete this section in its entirety and Replace with following: Preparing Right-of-Way will not be measured or paid for directly, but shall be included in the unit price bid for the items of construction in which the work occurs. SPTS-5 Rev. 2/13/2017 Addendum 1
6
7
8
9
10
11
12
13
14
15
16 SAWS LEGEND REHABILITATE SANITARY SEWER MH PROPERTY LINE/R.O.W. SS MH (46543) PROTECT MH, SMART COVER(SEE NOTE THIS SHEET) RIM = INV. (42" RCP) = NCB TR-C2 302 IRA LEE REHABILITATE SANITARY SEWER SUGGESTED NEW SANITARY SEWER MH SANITARY SEWER MH SUGGESTED ACCESS ROUTE 24"SS SANITARY SEWER WATER MAIN STORM SEWER GAS SD 8" SS 6" W SD 2" G 397 LF TO NEXT MANHOLE 42" RCP BEGIN CIPP IN 42"RCP " SS 42" SS STA OBSTRUCTION REMOVAL BY REMOTE CONTROL DEVICE STA OBSTRUCTION REMOVAL BY REMOTE CONTROL DEVICE ROW LINE P, STA LINE P, STA SS MH (48122) (6 VF) SS MH (48124) (6 VF) STA RIM = RIM = APPROX LOCATION OF POINT REPAIR. INV. (E 42" RCP) = INV. (E 42" RCP) = LOCATION OF POINT REPAIR IS APPROXIMATE INV. (W 42" RCP) = INV. (W 42" RCP) = AND SHALL BE FIELD LOCATED BY CONTRACTOR. ALL POINT REPAIRS SHALL BE APPROVED 42" RCP TO BE BY SAWS INSPECTOR AND DESIGN ENGINEER REHABILITATED BY CIPP PRIOR TO CONSTRUCTION VIA SEWER % GRADE 25 SAN SWR ESM T MAIN TELEVISING VOL. 9016, PG.1744 NCB BLK LOT SW IRR FT OF S 1/2 OF TR-C CITY OF SAN ANTONIO TOBIN PARK STA OBSTRUCTION REMOVAL BY REMOTE CONTROL DEVICE STA OBSTRUCTION REMOVAL BY REMOTE CONTROL DEVICE STA OBSTRUCTION REMOVAL STA BY REMOTE CONTROL DEVICE OBSTRUCTION REMOVAL BY REMOTE CONTROL DEVICE M ATCH LINE - STA SUGGESTED BYPASS ROUTE SAWS EASEMENT 100 YR FLOODPLAIN OVERHEAD ELECTRIC FENCE RAILROAD OE PEDESTRIAN TRAIL PATH SCALE IN FEET PROP 42" CIPP SEGMENT L.F. NOTE: NOTIFY JEFF SUPPLEE AT A MINIMUM OF 72 HOURS, NOT COUNTING WEEKENDS OR SAWS HOLIDAYS, BEFORE WORKING ON THE PIPE OR MANHOLE, IN ORDER TO HAVE SAWS REMOVE THE SMART COVER/FLOW METER.ANY DAMAGE DONE TO THE SMART COVER/FLOW METER WILL BE CHARGED TO THE CONTRACTOR. 5:25:56 PM 4/ 1/2018 W:\Work\C-1462 East Sewershed Pkg 4 (KLOTZ)\SAWS Sheets\ESP4_P8_ dgn NOTES THE UNDERGROUND UTILITIES SHOWN ON THESE PLANS ARE BASED UPON RECORDED INFORMATION ONLY AND ARE APPROXIMATE. THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL ALSO CONTACT THE UTILITY SURVEYORS BEFORE BEGINNING WORK. CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR ALL AND ANY DAMAGES THAT MIGHT OCCUR BY HIS FAILURE TO ACCURATELY LOCATE ALL UNDERGROUND UTILITIES AND PRESERVE CONDITIONS. ALL CONSTRUCTION ACTIVITY SHALL BE MAINTAINED WITHIN THE SAWS EASEMENT UNLESS A TEMPORARY CONSTRUCTION EASEMENT, AGREEMENT, OR RIGHT OF ENTRY PERMITTING IS PROVIDED BY SAWS. CONTRACTOR IS RESPONIBLE FOR MAINTANING SEWER SERVICE TO SEWER MAINS AND SERVICES AT ALL TIMES. CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS THROUGH ALL DRIVEWAYS FOR EMERGENCY ACCESS. THE CONTRACTOR SHALL REFER TO THE SEWER LAYOUT AND CONTROL PLAN (SHEETS 4-9) FOR APPROXIMATE LOCATION OF 100 YEAR FLOODPLAIN. PROPERTY LINES SHOWN ARE APPROXIMATE. 1 ESTIMATED QUANTITIES ITEM NO. DESCRIPTION UNIT QUANT. 866 SEWER MAIN TELEVISION INSPECTION (30" AND LARGER) LF INCH CIPP SEWER MAIN REHABILITATION (WATER-CURED) ALL DEPTHS LF INCH PIPE POINT REPAIR, ALL DEPTHS EA OBSTRUCTION REMOVAL BY REMOTE DEVICE, 42" DIAMETER, ALL DEPTHS EA 6 1 No. DEVELOPER: CONT. SUBMITTED APPROVED MAP No. SECT. No. DR. CK. BAIN MEDINA BAIN, INC. ENGINEERS & SURVEYORS Revision TBPE F San Pedro San Antonio, Texas, Phone: Fax: UPDATED BID ITEM DESCRIPTIONS Drawn Approved Date SAN ANTONIO WATER SYSTEM 1/5/2018 SHEET: JOB No. REVISIONS EASTERN SEWERSHED PACKAGE IV SEWER PLAN - LINE P BEGIN TO STA BUDGET PROJ. 26 OF MC CB SHEET
17 SAWS LEGEND REHABILITATE SANITARY SEWER MH PROPERTY LINE/R.O.W. NCB LOT NW IRR FT OF S 1/2 OF TR-C 302 IRA LEE NCB BLK LOT SW IRR FT OF S 1/2 OF TR-C CITY OF SAN ANTONIO TOBIN PARK NCB N1/ LOT TR-1 CITY OF SAN ANTONIO TOBIN PARK REHABILITATE SANITARY SEWER SUGGESTED NEW SANITARY SEWER MH SANITARY SEWER MH 24"SS SANITARY SEWER WATER MAIN STORM SEWER SD 8" SS 6" W SD M ATCH LINE - STA SAN SWR ESM T VOL. 9016, PG " SS STA OBSTRUCTION REMOVAL BY REMOTE CONTROL DEVICE STA APPROX LOCATION OF POINT REPAIR. LOCATION OF POINT REPAIR IS APPROXIMATE AND SHALL BE FIELD LOCATED BY CONTRACTOR. ALL POINT REPAIRS SHALL BE APPROVED BY SAWS INSPECTOR AND DESIGN ENGINEER PRIOR TO CONSTRUCTION VIA SEWER MAIN TELEVISING 42" RCP TO BE REHABILITATED BY CIPP % GRADE (SEE NOTE #1) STA OBSTRUCTION REMOVAL BY REMOTE CONTROL DEVICE NCB BLK LOT SW IRR FT OF S 1/2 OF TR-C CITY OF SAN ANTONIO TOBIN PARK STA OBSTRUCTION REMOVAL BY REMOTE CONTROL DEVICE 42" SS STA OBSTRUCTION REMOVAL BY REMOTE CONTROL DEVICE M ATCH LINE - STA SUGGESTED ACCESS ROUTE SUGGESTED BYPASS ROUTE SAWS EASEMENT 100 YR FLOODPLAIN GAS OVERHEAD ELECTRIC FENCE RAILROAD 2" G OE PEDESTRIAN PAVEMENT PATH SCALE IN FEET PROP 42" CIPP SEGMENT L.F. 5:25:03 PM 4/ 1/2018 W:\Work\C-1462 East Sewershed Pkg 4 (KLOTZ)\SAWS Sheets\ESP4_P8_ dgn NOTES THE UNDERGROUND UTILITIES SHOWN ON THESE PLANS ARE BASED UPON RECORDED INFORMATION ONLY AND ARE APPROXIMATE. THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL ALSO CONTACT THE UTILITY SURVEYORS BEFORE BEGINNING WORK. CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR ALL AND ANY DAMAGES THAT MIGHT OCCUR BY HIS FAILURE TO ACCURATELY LOCATE ALL UNDERGROUND UTILITIES AND PRESERVE CONDITIONS. ALL CONSTRUCTION ACTIVITY SHALL BE MAINTAINED WITHIN THE SAWS EASEMENT UNLESS A TEMPORARY CONSTRUCTION EASEMENT, AGREEMENT, OR RIGHT OF ENTRY PERMITTING IS PROVIDED BY SAWS. CONTRACTOR IS RESPONIBLE FOR MAINTANING SEWER SERVICE TO SEWER MAINS AND SERVICES AT ALL TIMES. CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS THROUGH ALL DRIVEWAYS FOR EMERGENCY ACCESS. THE CONTRACTOR SHALL REFER TO THE SEWER LAYOUT AND CONTROL PLAN (SHEETS 4-9) FOR APPROXIMATE LOCATION OF 100 YEAR FLOODPLAIN. PROPERTY LINES SHOWN ARE APPROXIMATE. 1 ESTIMATED QUANTITIES ITEM NO. DESCRIPTION UNIT QUANT. 866 SEWER MAIN TELEVISION INSPECTION (30" AND LARGER) LF INCH CIPP SEWER MAIN REHABILITATION (WATER-CURED) ALL DEPTHS LF INCH PIPE POINT REPAIR, ALL DEPTHS EA OBSTRUCTION REMOVAL BY REMOTE DEVICE, 42" DIAMETER, ALL DEPTHS EA 4 No. DEVELOPER: CONT. SUBMITTED APPROVED MAP No. SECT. No. DR. CK. BAIN MEDINA BAIN, INC. ENGINEERS & SURVEYORS Revision TBPE F San Pedro San Antonio, Texas, Phone: Fax: UPDATED BID ITEM DESCRIPTIONS MC CB Drawn Approved Date SAN ANTONIO WATER SYSTEM 1/5/2018 SHEET: JOB No. REVISIONS EASTERN SEWERSHED PACKAGE IV SEWER PLAN - LINE P STA TO STA BUDGET PROJ. 27 OF SHEET 27
18 SAWS LEGEND REHABILITATE SANITARY SEWER MH PROPERTY LINE/R.O.W. REHABILITATE SANITARY SEWER 24"SS SANITARY SEWER 8" SS NCB N1/ LOT TR-1 CITY OF SAN ANTONIO TOBIN PARK SUGGESTED NEW SANITARY SEWER MH SANITARY SEWER MH WATER MAIN STORM SEWER SD 6" W SD SUGGESTED ACCESS ROUTE GAS 2" G SUGGESTED BYPASS ROUTE OVERHEAD ELECTRIC OE M ATCH LINE - STA " SS " RCP TO BE REHABILITATED BY CIPP % GRADE PEDESTRIAN TRAIL PATH LINE P, STA SS MH (46500) (8 VF) FLOW METER(SEE NOTE THIS SHEET) RIM = INV. (E 42" RCP) = INV. (W 42" RCP) = " SS 42" RCP TO BE REHABILITATED BY CIPP % GRADE NCB N1/ LOT TR-1 CITY OF SAN ANTONIO TOBIN PARK SAN SWR ESM T VOL. 9016, PG PEDESTRIAN TRAIL PATH 42" SS M ATCH LINE - STA SAWS EASEMENT 100 YR FLOODPLAIN FENCE RAILROAD SCALE IN FEET 5:23:59 PM 4/ 1/2018 W:\Work\C-1462 East Sewershed Pkg 4 (KLOTZ)\SAWS Sheets\ESP4_P8_ _ dgn NOTES THE UNDERGROUND UTILITIES SHOWN ON THESE PLANS ARE BASED UPON RECORDED INFORMATION ONLY AND ARE APPROXIMATE. THE CONTRACTOR SHALL CONTACT TEXAS STATE WIDE ONE CALL(811) PRIOR TO THE BEGINNING OF WORK. CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR ALL AND ANY DAMAGES THAT MIGHT OCCUR BY HIS FAILURE TO ACCURATELY LOCATE ALL UNDERGROUND UTILITIES AND PRESERVE CONDITIONS. ALL CONSTRUCTION ACTIVITY SHALL BE MAINTAINED WITHIN THE SAWS EASEMENT UNLESS A TEMPORARY CONSTRUCTION EASEMENT, AGREEMENT, OR RIGHT OF ENTRY PERMITTING IS PROVIDED BY SAWS. CONTRACTOR IS RESPONIBLE FOR MAINTANING SEWER SERVICE TO SEWER MAINS AND SERVICES AT ALL TIMES. CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS THROUGH ALL DRIVEWAYS FOR EMERGENCY ACCESS. THE CONTRACTOR SHALL REFER TO THE SEWER LAYOUT AND CONTROL PLAN (SHEETS 4-9) FOR APPROXIMATE LOCATION OF 100 YEAR FLOODPLAIN. PROPERTY LINES SHOWN ARE APPROXIMATE. PROP 42" CIPP SEGMENT L.F. SEGMENT L.F. 1 ESTIMATED QUANTITIES ITEM NO. DESCRIPTION UNIT QUANT. 866 SEWER MAIN TELEVISION INSPECTION (30" AND LARGER) LF INCH CIPP SEWER MAIN REHABILITATION (WATER-CURED) ALL DEPTHS LF 430 NOTE: NOTIFY JEFF SUPPLEE AT A MINIMUM OF 72 HOURS, NOT COUNTING WEEKENDS OR SAWS HOLIDAYS, BEFORE WORKING ON THE PIPE OR MANHOLE, IN ORDER TO HAVE SAWS REMOVE THE SMART COVER/FLOW METER.ANY DAMAGE DONE TO THE SMART COVER/FLOW METER WILL BE CHARGED TO THE CONTRACTOR. No. DEVELOPER: CONT. SUBMITTED APPROVED MAP No. SECT. No. DR. CK. BAIN MEDINA BAIN, INC. ENGINEERS & SURVEYORS Revision TBPE F San Pedro San Antonio, Texas, Phone: Fax: UPDATED BID ITEM DESCRIPTIONS MC CB Drawn Approved Date SAN ANTONIO WATER SYSTEM 1/5/2018 SHEET: JOB No. REVISIONS EASTERN SEWERSHED PACKAGE IV SEWER PLAN - LINE P STA TO STA BUDGET PROJ OF SHEET 28
19 SAWS LEGEND REHABILITATE PROPERTY SANITARY SEWER MH LINE/R.O.W. REHABILITATE SANITARY SEWER 24"SS SANITARY SEWER 8" SS 5:21:50 PM 4/ 1/2018 W:\Work\C-1462 East Sewershed Pkg 4 (KLOTZ)\SAWS Sheets\ESP4_P8_ _ dgn M ATCH LINE - STA " RCP TO BE REHABILITATED BY CIPP % GRADE 25 SAN SWR ESM T VOL. 9016, PG.1744 NCB N1/ LOT TR-1 CITY OF SAN ANTONIO NOTES 42" SS STA OBSTRUCTION REMOVAL BY REMOTE CONTROL DEVICE STA OBSTRUCTION REMOVAL BY REMOTE CONTROL DEVICE ALL CONSTRUCTION ACTIVITY SHALL BE MAINTAINED WITHIN THE SAWS EASEMENT UNLESS A TEMPORARY CONSTRUCTION EASEMENT, AGREEMENT, OR RIGHT OF ENTRY PERMITTING IS PROVIDED BY SAWS. CONTRACTOR IS RESPONIBLE FOR MAINTANING SEWER SERVICE TO SEWER MAINS AND SERVICES AT ALL TIMES. CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS THROUGH ALL DRIVEWAYS FOR EMERGENCY ACCESS. THE CONTRACTOR SHALL REFER TO THE SEWER LAYOUT AND CONTROL PLAN (SHEETS 4-9) FOR APPROXIMATE LOCATION OF 100 YEAR FLOODPLAIN. PROPERTY LINES SHOWN ARE APPROXIMATE. NCB N1/ LOT TR-1 CITY OF SAN ANTONIO TOBIN PARK TRIBUTARY TO SALADO CREEK THE UNDERGROUND UTILITIES SHOWN ON THESE PLANS ARE BASED UPON RECORDED INFORMATION ONLY AND ARE APPROXIMATE. THE CONTRACTOR SHALL CONTACT TEXAS STATE WIDE ONE CALL(811) PRIOR TO THE BEGINNING OF WORK. CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR ALL AND ANY DAMAGES THAT MIGHT OCCUR BY HIS FAILURE TO ACCURATELY LOCATE ALL UNDERGROUND UTILITIES AND PRESERVE CONDITIONS. 25 STA OBSTRUCTION REMOVAL BY REMOTE CONTROL DEVICE 35 LF OF CONCRETE CAP (17 CY) PEDESTRIAN TRAIL PATH STA OBSTRUCTION REMOVAL BY REMOTE CONTROL DEVICE STA OBSTRUCTION REMOVAL BY REMOTE CONTROL DEVICE STA OBSTRUCTION REMOVAL BY REMOTE CONTROL DEVICE LINE P, STA SS MH (46529) (13 VF) RIM = INV. (E 42" RCP) = INV. (W 42" RCP) = SAN SWR ESM T VOL. 9016, PG " SS 42" RCP TO BE REHABILITATED BY CIPP % GRADE STA OBSTRUCTION REMOVAL BY REMOTE CONTROL DEVICE MATCH LINE - STA NCB LOT N PTS OF 2,3,4,5 ARB 2A, 3A, 4C, 5B & ARB 3B 2257 AUSTIN HIGHWAY CITY OF SAN ANTONIO TOBIN PARK CONTRACTOR TO GRADE TO MATCH ELEVATION (NSPI) GROUND PROP 42" CIPP SEGMENT L.F. SEGMENT L.F. 12" 10" ESTIMATED QUANTITIES 12" OUTSIDE DIA. 42" SS SUGGESTED NEW SANITARY SEWER MH SANITARY SEWER MH SUGGESTED ACCESS ROUTE SUGGESTED BYPASS ROUTE SAWS EASEMENT 100 YR TYPICAL SECTION CREEK CROSSING N.T.S. FLOODPLAIN 12" 12" THICK CONCRETE #5 BARS #4 12" OCEW ITEM NO. DESCRIPTION UNIT QUANT. 858 CONCRETE ENCASEMENT, CRADLES, SADDLES, AND COLLARS CY SEWER MAIN TELEVISION INSPECTION (30" AND LARGER) LF INCH CIPP SEWER MAIN REHABILITATION (WATER-CURED) ALL DEPTHS LF OBSTRUCTION REMOVAL BY REMOTE DEVICE, 42" DIAMETER, ALL DEPTHS EA 7 No. DEVELOPER: CONT. SUBMITTED APPROVED MAP No. SECT. No. DR. CK. WATER MAIN STORM SEWER GAS OVERHEAD ELECTRIC FENCE RAILROAD CONTRACTOR TO GRADE TO MATCH ELEVATION (NSPI) BAIN MEDINA BAIN, INC. ENGINEERS & SURVEYORS Revision TBPE F San Pedro San Antonio, Texas, Phone: Fax: Drawn Approved Date SAN ANTONIO WATER SYSTEM 1/5/2018 SCALE IN FEET 1 UPDATED BID ITEM DESCRIPTIONS MC CB SHEET: JOB No. REVISIONS EASTERN SEWERSHED PACKAGE IV SEWER PLAN - LINE P STA TO STA BUDGET PROJ. 29 OF SD 6" W 2" G OE SD SHEET 29
20 SALADO CREEK CENTERLINE SAWS LEGEND REHABILITATE SANITARY SEWER MH PROPERTY LINE/R.O.W. NCB LOT N PTS OF 2,3,4,5 ARB 2A, 3A, 4C, 5B & ARB 3B 2257 AUSTIN HIGHWAY CITY OF SAN ANTONIO TOBIN PARK REHABILITATE SANITARY SEWER SUGGESTED NEW SANITARY SEWER MH SANITARY SEWER MH SUGGESTED ACCESS ROUTE 24"SS SANITARY SEWER WATER MAIN STORM SEWER GAS SD 8" SS 6" W SD 2" G M ATCH LINE - STA STA OBSTRUCTION REMOVAL 42" RCP TO BE BY REMOTE CONTROL DEVICE REHABILITATED BY CIPP % GRADE 25 SAN SWR ESM T VOL. 9016, PG " SS STA OBSTRUCTION REMOVAL BY REMOTE CONTROL DEVICE STA OBSTRUCTION REMOVAL BY REMOTE CONTROL DEVICE LINE P, STA SS MH (48103) (8 VF) RIM = INV. (E 36" RCP) = INV. (W 42" RCP) = END CIPP IN 42"RCP 36" SS SS MH (60187) RIM = 683 INV.= LF TO NEXT MANHOLE SUGGESTED BYPASS ROUTE SAWS EASEMENT 100 YR FLOODPLAIN OVERHEAD ELECTRIC FENCE RAILROAD OE STA OBSTRUCTION REMOVAL BY REMOTE CONTROL DEVICE NCB LOT N PTS OF 2,3,4,5 ARB 2A, 3A, 4C, 5B & ARB 3B 2257 AUSTIN HIGHWAY CITY OF SAN ANTONIO TOBIN PARK SALADO CREEK CENTERLINE SCALE IN FEET PROP 42" CIPP SEGMENT L.F. 5:22:56 PM 4/ 1/2018 W:\Work\C-1462 East Sewershed Pkg 4 (KLOTZ)\SAWS Sheets\ESP4_P8_ dgn NOTES THE UNDERGROUND UTILITIES SHOWN ON THESE PLANS ARE BASED UPON RECORDED INFORMATION ONLY AND ARE APPROXIMATE. THE CONTRACTOR SHALL CONTACT TEXAS STATE WIDE ONE CALL(811) PRIOR TO THE BEGINNING OF WORK. CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR ALL AND ANY DAMAGES THAT MIGHT OCCUR BY HIS FAILURE TO ACCURATELY LOCATE ALL UNDERGROUND UTILITIES AND PRESERVE CONDITIONS. ALL CONSTRUCTION ACTIVITY SHALL BE MAINTAINED WITHIN THE SAWS EASEMENT UNLESS A TEMPORARY CONSTRUCTION EASEMENT, AGREEMENT, OR RIGHT OF ENTRY PERMITTING IS PROVIDED BY SAWS. CONTRACTOR IS RESPONIBLE FOR MAINTANING SEWER SERVICE TO SEWER MAINS AND SERVICES AT ALL TIMES. CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS THROUGH ALL DRIVEWAYS FOR EMERGENCY ACCESS. THE CONTRACTOR SHALL REFER TO THE SEWER LAYOUT AND CONTROL PLAN (SHEETS 4-9) FOR APPROXIMATE LOCATION OF 100 YEAR FLOODPLAIN. PROPERTY LINES SHOWN ARE APPROXIMATE. 1 ESTIMATED QUANTITIES ITEM NO. DESCRIPTION UNIT QUANT. 866 SEWER MAIN TELEVISION INSPECTION (30" AND LARGER) LF INCH CIPP SEWER MAIN REHABILITATION (WATER-CURED) ALL DEPTHS LF OBSTRUCTION REMOVAL BY REMOTE DEVICE, 42" DIAMETER, ALL DEPTHS EA 4 No. DEVELOPER: CONT. SUBMITTED APPROVED MAP No. SECT. No. DR. CK. BAIN MEDINA BAIN, INC. ENGINEERS & SURVEYORS Revision TBPE F San Pedro San Antonio, Texas, Phone: Fax: UPDATED BID ITEM DESCRIPTIONS MC CB Drawn Approved Date SAN ANTONIO WATER SYSTEM 1/5/2018 SHEET: JOB No. REVISIONS EASTERN SEWERSHED PACKAGE IV SEWER PLAN - LINE P STA TO END BUDGET PROJ. 30 OF SHEET 30
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
BIDS WILL BE CONSIDERED NON-RESPONSIVE WITHOUT THE REQUIRED SIGNATURE ACKNOWLEDGING THE FOLLOWING:
BID SHEET FOR CIP 17-101 CIPP LINING OF SANITARY SEWER SYSTEM Item No. 16 17 18 19 20 21 Description and Bid Unit Price Brim Style Service Line Connection Sealing System Temporary Bypass Facilities Set
More informationENLOE CAMPUS STORM DRAIN AND STREET IMPROVEMENTS (Project Title) PROJECT NO. MAJGC / (Budget Account Number)
EXHIBIT A CONTRACTOR'S COMPENSATION SCHEDULE FOR ENLOE CAMPUS STORM DRAIN AND STREET IMPROVEMENTS (Project Title) PROJECT NO. MAJGC / 50103-000-4150 (Budget Account Number) ITEM NO. P-S-F DESCRIPTION QTY
More informationI. General Information. A. Project Team & Contacts: Role Company Name Phone City of Johnson City Jeff Owner Water & Sewer Harmon, PE Department
I. General Information Civil Engineering Surveying Environmental Consulting Tysinger, Hampton & Partners, Inc. OPTIONAL PRE-BID MEETING MINUTES Austin Springs Road Water Line Replacement Project ITB #6190
More information(a) If this solicitation is amended, then all terms and conditions which are not modified remain unchanged.
Inspiration Water & Sewer Adjustments Bid No. 16-217-05-17 Page 3 of 26 Addendum #1, RFB 16-217-05-17, May 13, 2016 be furnished to all bidders as an amendment to the solicitation, if such information
More informationIndex. Composition and Order of Plan Set. Utility Plan... 5
City of Des Plaines Public Works and Engineering Department Revised-October 5, 2012 Index Composition and Order of Plan Set Title Page Number Cover Sheet... 1 Requirements for Site Development... 2 Grading
More information10:00 AM, Wednesday, April 8, 2015
NOTICE OF MANDATORY PRE-BID CONFERENCE WILL BE HELD AT 10:00 AM, Wednesday, April 8, 2015 IN ROOM 16, CITY HALL BUILDING, 101 NORTH MAIN STREET WINSTON-SALEM, NORTH CAROLINA The purpose of this conference
More informationADDENDUM #2 JUNE 30, It is required that all bidders acknowledge receipt of Addenda on Page BF-2 of the Bid Form.
ADDENDUM #2 JUNE 30, 2017 APRON REHABILITATION PHASE 3 HENRY E. ROHLSEN AIRPORT ST. CROIX, U.S. VIRGIN ISLANDS FAA AIP No.: 3-78-0002-037-2017 This addendum modifies or interprets the proposal documents
More informationSunnyside Valley Irrigation District Enclosed Lateral Improvements Projects Contract : Regions 011, 13 & 014
Sunnyside Valley Irrigation District Addendum No. 1 Enclosed Lateral Improvements Projects 2010-2011 Issued: 8/30/2010 Contract 10-003: Regions 011, 013 & 014 Page 1 of 7 Sunnyside Valley Irrigation District
More informationPROJECT NAME: NAVAJO TRIBAL UTILITY AUTHORITY WASTEWATER TREATMENT PLANT UPGRADES
Solutions for Today Vision for Tomorrow ADDENDUM 5 DATE: June 16, 2016 PROJECT NAME: NAVAJO TRIBAL UTILITY AUTHORITY WASTEWATER TREATMENT PLANT UPGRADES PROJECT NO. 115111 TO: ALL PLAN HOLDERS OF RECORD
More informationSECTION CONSTRUCTION SERVICES
SECTION 01100 CONSTRUCTION SERVICES PART 1 GENERAL 1.01 - Section Includes A. Mobilization. B. Construction Surveys. C. Record Documents. 1.02 Description Of Work A. Mobilization: includes the preparatory
More informationWASHINGTON UNION ROAD RECONSTRUCTION XENIA TOWNSHIP GREENE COUNTY, OHIO
WASHINGTON UNION ROAD RECONSTRUCTION XENIA TOWNSHIP GREENE COUNTY, OHIO 42 380 68 coddington ave ledbetter road shawnee creek s patton street ledbetter road wesley ave 68 starr drive 42 twist run 85 35
More informationADDENDUM NO. 1 APRIL 24, 2017
DERBY DESTINATION DEVELOPMENT PUBLIC PROJECT NO. 1 EAST FREEDOM STREET PUBLIC PROJECT NO. 2 WEST FREEDOM STREET PUBLIC PROJECT NO. 3 WATERLINE IMPROVEMENTS PUBLIC PROJECT NO. 4 SANITARY SEWER IMPROVEMENTS
More informationTOWN OF MOUNT PLEASANT WESTCHESTER COUNTY, NEW YORK
TOWN OF MOUNT PLEASANT WESTCHESTER COUNTY, NEW YORK COST EVALUATION FOR ROLLING HILLS AREA WATER MAIN EXTENSION PROFESSIONAL CONSULTING, LLC. Octagon 10, Office Center 1719 Route 10, Suite 225 Parsippany,
More informationForsyth County Procurement
August 1, 2017 Forsyth County Procurement Donna Kukarola, CPPO, CPPB, Procurement Director ADDENDUM #2 Bid 17-72-3340 For: Providing all materials, equipment and labor for the Jot em Down Road Water Tank
More information3.0 DESIGN CRITERIA FOR SANITARY SEWER FACILITIES
3.0 DESIGN CRITERIA FOR SANITARY SEWER FACILITIES All sanitary sewers shall be designed in accordance with these Design Standards, LBWD Rules and Regulations, and to accepted engineering principles. In
More informationCITY OF TROY CONSTRUCTION SPECIFICATIONS PREPARED BY: F-7587
CITY OF TROY DESIGN STANDARDS AND CONSTRUCTION SPECIFICATIONS PREPARED BY: F-7587 JANUARY 2010 TABLE OF CONTENTS SECTION 1 SECTION 2 SECTION 3 SECTION 4 SECTION 5 SECTION 6 APPENDIX ROADWAY DESIGN DRAINAGE
More informationApril 1, CITY OF PORTSMOUTH Public Works Department. Bid # Annual Paving Project ADDENDUM NO. 1 NOTICE TO ALL BIDDERS
April 1, 2009 CITY OF PORTSMOUTH Public Works Department Bid #54-09 2009 Annual Paving Project ADDENDUM NO. 1 NOTICE TO ALL BIDDERS This Addendum forms part of the original document marked Bid #54-09 2009
More informationPUBLIC WORKS SKAGIT COUNTY SAMISH ISLAND ROAD SAMISH ISLAND ROAD SLIDE REPAIR
EASEMENT NOTES:. EASEMENT LIMIT SHOWN AS PROVIDED BY. TESC NOTES:. CONTRACTOR SHALL DEVELOP TEMPORARY EROSION AND SEDIMENT CONTROL PLAN AND PROVIDE ONSITE CERTIFIED EROSION AND SEDIMENT CONTROL LEAD (CESCL)
More informationBUREAU Joe Iuviene, AIA January 20, 2017
architectural BUREAU Joe Iuviene, AIA January 20, 2017 Alterations & Additions NEW TOWN HALL for TOWN OF AUSTERLITZ 816 State Route 203, Spencertown, New York 12165 ADDENDUM NO. 1 This addendum amends
More informationAustin Technical Manuals - Standard Specifications Preservation of Trees and Other Vegetation (610S) 03/27/2000
Austin Technical Manuals - Standard Specifications Preservation of Trees and Other Vegetation (610S) 03/27/2000 610S.1 This item shall govern the proper care and treatment of all trees and other vegetation
More informationSan Antonio Water System Standard Specifications for Construction ITEM NO. 850 SANITARY SEWER STRUCTURES
ITEM NO. 850 SANITARY SEWER STRUCTURES 850.1 DESCRIPTION: This item shall govern for the construction or rehabilitation of all concrete sanitary sewer structures other than standard sanitary sewer manholes
More informationEnclosed is Addendum No. 1 to the above reference contract documents. Please execute and attach this Addendum No. 1 to your Project Manual.
January 5, 2005 Traffic Signal Installation NE Lakewood Blvd. and NE Anderson Dr. Bid No. 06-075 ADDENDUM NO. 1 Contract Bidders: Enclosed is Addendum No. 1 to the above reference contract documents. Please
More informationI. Project Overview and Limits. Project Goal
Scope of Work and Deliverables for Subsurface Utility Engineering (SUE) for both Underground and Overhead Utilities on T.H. 10, and its Connecting Roads under S.P. 8001-40 I. Project Overview and Limits
More informationCITY OF ASTORIA PUBLIC WORKS ENGINEERING DIVISION ENGINEERING DESIGN STANDARDS FOR IN-FILL DEVELOPMENT
CITY OF ASTORIA PUBLIC WORKS ENGINEERING DIVISION ENGINEERING DESIGN STANDARDS FOR IN-FILL DEVELOPMENT Adopted by City Council: May 21, 2007 X:\General Eng\DESIGN STANDARDS\Engineering Design Standards
More informationCONSTRUCTION SURVEY. Construction survey includes personnel, equipment, and supplies required for, but not limited to, the following:
CONSTRUCTION SURVEY PART 1 - GENERAL 1.01 SECTION INCLUDES Construction survey includes personnel, equipment, and supplies required for, but not limited to, the following: A. Construction Survey: 1. Project
More informationUTILITY UNDERGROUNDING GRAUWYLER IRVING HEIGHTS DRIVE ITB# 116D-15F ADDENDUM #2 March 24 th, 2015 PAGE 1 OF 2
UTILITY UNDERGROUNDING GRAUWYLER ROAD @ IRVING HEIGHTS DRIVE ITB# 116D-15F ADDENDUM #2 March 24 th, 2015 PAGE 1 OF 2 1. THIS ADDENDUM IS HEREBY MADE AS PART OF THIS CONTRACT SPECIFICATION. ADDENDUM IS
More informationItem Name Description Unit of Measure Mobilization Per WSDOT Lump Sum
Page 1 of 6 DESIGN STANDARDS FOR: MEASUREMENT AND PAYMENT Where bids are utilities for construction, repair or alteration for Public Work park projects, the following bid item descriptions and units of
More informationADDENDUM NO. 1. Description of BID 7664: Fossil Creek Trail Underpass at Trilby Road
Financial Services Purchasing Division 215 N. Mason St. 2 nd Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov.com/purchasing ADDENDUM NO. 1 SPECIFICATIONS AND CONTRACT DOCUMENTS
More informationCITY OF HOMESTEAD Utility Rights-of-Way Use Permit Application
CITY OF HOMESTEAD Utility Rights-of-Way Use Permit Application Good for 90 days from the Date Issued This permit is only required if the work location is owned or controlled by the City of Homestead and
More informationHAWTHORNE AND THAD WATER & WASTEWATER IMPROVEMENTS ITB #124D 16F CITY OF IRVING ADDENDUM # 1 MAY 10, 2016
HAWTHORNE AND THAD WATER & WASTEWATER IMPROVEMENTS ITB #124D 16F CITY OF IRVING ADDENDUM # 1 MAY 10, 2016 1. THIS ADDENDUM IS HEREBY MADE AS PART OF THIS CONTRACT SPECIFICATION. THIS ADDENDUM IS ISSUED
More informationCHECKLIST FOR STREETS, INLETS, AND STORM SEWER DESIGN
CHECKLIST FOR STREETS, INLETS, I. STREET CLASSIFICATION AND DESIGN CRITERIA A. Determine drainage classification for the roadway section using Table 7-1 or Table 7-2. B. Determine the allowable flow depth
More informationOhio Department of Transportation
Ohio Department of Transportation Central Office 1980 West Broad Street Columbus, OH 43223 Ted Strickland, Governor Jolene M. Molitoris, Director THE DEPARTMENT UTILIZES BID EXPRESS (http://www.bidx.com)
More informationContact Clark Public Utilities Construction Services department at (360) to initiate a request for service.
CHAPTER3 Clark Public Utilities Commercial Electric Service Handbook Commercial Underground Services Preparing for the installation The following checklist will assist in preparing a project for the installation
More informationResidential Sewer Backup Prevention Program
City of Wheaton Residential Sewer Backup Prevention Program Please Note: The City reserves the right to modify the policies, procedures and rules of this program or discontinue the program in its entirety
More informationSECTION A1 EXCAVATION AND BACKFILL GENERAL
SECTION A1 EXCAVATION AND BACKFILL GENERAL The work under this section shall include all excavation to such width and depth as shown on the drawings, specified herein, or ordered by the Engineer. Such
More informationDIVISION 31 EARTHWORK 2006 Edition, Published January 1, 2006; Division Revision Date: January 31, 2012
2006 Edition, Published January 1, 2006; Division Revision Date: January 31, 2012 PART FIVE DOCUMENTS FOR SITE AND INFRASTRUCTURE 31 00 00. EARTHWORK 31 10 00. SITE CLEARING.1 STRUCTURE REMOVAL: Include
More informationSECTION IV. PIPELINE EXCAVATION AND BACKFILL
SECTION IV. PIPELINE EXCAVATION AND BACKFILL A. Description of Work B. Surface Types C. Backfill D. Surface Restoration A. DESCRIPTION OF WORK 1. Extent: Excavation of trenches for pipelines shall include
More informationCOUNTY OF SAN JOAQUIN
August 1, 2012 COUNTY OF SAN JOAQUIN General Services Department 44 North San Joaquin Street, Suite 590 Stockton, California 95202-2778 (209) 468-3357, Fax (209) 468-2186 GABRIEL E. KARAM Director Capital
More informationNotice of Proposed Development City of Johnston, Iowa
Notice of Proposed Development City of Johnston, Iowa December, 0 PZ Case No. -; Hidden Valley Estates Preliminary Plat Mike Gentile and Matt Heuton have submitted a preliminary plat for the subdivision
More informationCHAPTER 6. Sanitary Sewer
CHAPTER 6 Sanitary Sewer A. Introduction All proposed developments, subdivisions, and buildings must have a properly designed and constructed sanitary sewer collection system. The system shall provide
More informationPITTSBURGH TECHNOLOGY CENTER PUBLIC IMPROVEMENTS SITE PREPARATION CONTRACT NO. 11 BID TABULATION BID OPENING DATE: MARCH 11, 2008
BT-1 of 7 Clearing and Grubbing L.S. $50,000.00 $50,000.00 $5,335.00 $5,335.00 $14,560.00 $14,560.00 $20,000.00 $20,000.00 $10,600.00 $10,600.00 Class 1 Excavation 4300 C.Y. $20.00 $86,000.00 $15.00 $64,500.00
More informationADDENDUM NO. 1. FY 2012 Full Depth Reclamation Project CITY OF GAINESVILLE, GEORGIA
ADDENDUM NO. 1 FY 2012 Full Depth Reclamation Project CITY OF GAINESVILLE, GEORGIA Bids to be received until 2:00 p.m., local time, July 9, 2012 SPECIFICATIONS Delete Section 00 41 53 Bid Unit Price in
More informationThe following is required for a complete permit submittal for each unit.
P: (847)810-3503 OR (847)810-3503/3521, F: (847)615-4383 NEW MULTI-FAMILY DWELLING OR COMMERCIAL PERMIT REQUIREMENTS The following is required for a complete permit submittal for each unit. NEW MULTI-FAMILY
More informationThis is only a general checklist; please refer to the CVWD Development Design Manual (DDM) for all requirements and regulations.
COACHELLA VALLEY WATER DISTRICT DOMESTIC WATER CHECKLIST Tract/Parcel No: Project Common Name: Developer: Engineer: Engineer Signature: Date: Phone: Phone: Print: This is only a general checklist; please
More informationPROJECT MANUAL BID DOCUMENT 95% REVIEW CHECKLIST PROJECT BID NO EPWU PEM. CONSULTANT SUBMITTED ON / / as a 95% (A) original
PROJECT BID NO EPWU PEM CONSULTANT SUBMITTED ON / / as a 95% (A) original RESUBMITTED ON / / as a 95% (B) revision 1.0 FRONT COVER 1.1 1.2 1.3 1.4 Title begins with location key words, otherwise with program/project
More informationSECTION TRENCHING & BACKFILLING
SECTION 02225 - TRENCHING & BACKFILLING 1.0 GENERAL 1.1 Work included in this Section includes trenching and backfilling for underground pipelines and related structures only. 1.2 Reference Specifications
More informationVillage of Arlington Heights. Sewer Back-up Rebate Program
Village of Arlington Heights Sewer Back-up Rebate Program (Including Enhanced Program Information) Updated: October 1, 2017 Village of Arlington Heights Building & Life Safety Department 33 S. Arlington
More informationCity of Elgin SUBDIVISION FINAL ENGINEERING Engineering Submittal Checklist
If this is a re-submittal, please provide a point-by-point response to previous review comments, identifying how each comment has been addressed, location in the plan set of the changes made to address
More informationSECTION BID FORM LICK RUN INTERCEPTOR REHABILITATION
SECTION 00410 BID FORM LICK RUN INTERCEPTOR REHABILITATION ARTICLE 1 BID RECIPIENT 1.01 This Bid is submitted to: WESTERN VIRGINIA WATER AUTHORITY ATTN: Earl Smith, P.E. Engineering Services Third Floor,
More informationUTILITY NOTES GENERAL CONSTRUCTION NOTES PAVING AND GRADING NOTES: TREE PROTECTION NOTES
GENERAL CONSTRUCTION NOTES PAVING AND GRADING NOTES: UTILITY NOTES PROPOSED LEGEND 66.50 66.50 GROUND SPOT ELEVATION GROUND SPOT ELEVATION (MATCH EXISTING GRADE) MATCH EXISTING GRADE MITERED END SECTION
More informationProject Type: Drainage and Storm Systems
580 Dakin Avenue Box Culvert & Utility Improvements Project $944,952 Improvements to approx. 3,000 lf of existing 4'x5' concrete box culvert; clean interior, patch surface, fill joints/cracks; install
More informationARCHITECT: GENERAL NOTES 1. THE CONTRACTOR SHALL REVIEW ALL DRAWINGS AND SPECIFICATIONS AND ADVISE THE ENGINEER OF ANY CONFLICTS OF REPRESENTATION BETWEEN DRAWINGS AND/OR SPECIFICATIONS PRIOR TO COMMENCING
More informationAddendum No. 1 Page 1 of 2
Addendum No. 1 Page 1 of 2 DATE: March 14, 2016 Joliet Junior College 1215 Houbolt Road Joliet, IL 60431 TO: Prospective Bidders SUBJECT: Addendum No. 1 PROJECT NAME: Parking Lot S7 Improvements JJC PROJECT
More informationSECTION XXXXX CHEMICAL GROUTING
SECTION XXXXX CHEMICAL GROUTING PART 1 -- GENERAL 1.01 SCOPE OF WORK A. Provide all labor, materials, accessories, equipment, and tools required for the rehabilitation, infiltration reduction, and root
More information2016 CONCRETE REPLACEMENT PROJECT
CITY OF DELTA, COLORADO CONTRACT DOCUMENTS FOR 2016 CONCRETE REPLACEMENT PROJECT Prepared By: City of Delta 360 Main Street Delta, Colorado 81416 (970) 874-7566 ext 216 CITY OF DELTA PUBLIC WORKS DEPARTMENT
More informationINSPECTION AND ACCEPTANCE FOR MAINTENANCE
Inspection and Acceptance For Maintenance Page 1 (Last revised 6/29/10) INSPECTION AND ACCEPTANCE FOR MAINTENANCE SELECTED LINKS TO SECTIONS WITHIN THIS SPECIFICATION Acceptance Sewer As Built Drwg Example
More informationTable of Contents for Guide Specifications
Table of Contents for Guide Specifications 01270A Measurement and Payment 01355A Environmental Protection 01356A Storm Water Pollution Prevention Measures 01421 Basic Storm Water Pollution Prevention Plan
More informationPERMIT TO EXCAVATE IN HIGHWAY CHESHIRE, CONNECTICUT
PERMIT TO EXCAVATE IN HIGHWAY CHESHIRE, CONNECTICUT PERMIT # DATE: Name Of Applicant Address City, State, Zip ( ) Fax: ( ) Email Telephone Number permit faxed (date) permit emailed (date) Permission is
More informationDGR PROJECT NUMBER:
P:\08\010\25\DWG\PIPELINE\TITLE.DWG Plot Date: 8/18/2014 1:52 PM 220TH ST. 210TH ST. 200TH ST. 190TH ST. IRONWOOD AVE. JACKSON AVE. 180TH ST. HWY 75 170TH ST. STANDPIPE "S" ROCK RAPIDS CITY OF HWY 9 DRAWINGS
More informationBasic Service. This Section provides information regarding a. Introduction
Basic Service Introduction This Section provides information regarding a new electric Basic Service for a single phase service less than or equal to 400 amps, and a three phase service less than 50kW.
More informationGwinnett County Stormwater System Assessment Program
Gwinnett County Stormwater System Assessment Program Jonathan Semerjian, PE Dept. of Water Resources Stormwater Management Sam Fleming, PE Dewberry Presentation Overview Project Background Drivers Enhanced
More informationBuilding Permit Applications for new home construction will not be accepted unless the following documentation is included at the time of submission:
Building Permit Applications for new home construction will not be accepted unless the following documentation is included at the time of submission: Copy of Alberta Government s New Home Registration
More informationAPPLICATION FOR PUBLIC INFRASTRUCTURE PERMIT
APPLICATION FOR PUBLIC INFRASTRUCTURE PERMIT Engineering Division 550 Landa Street New Braunfels, Texas 78130 (830) 221-4020 1. Subdivision Plat Name: Location Description/ Nearest Intersection: Acreage:
More informationDIVISION 33 - UTILITIES SECTION UTILITY PIPE BORING AND JACKING DIVISION 33 UTILITIES SECTION UTILITY PIPE BORING AND JACKING
DIVISION 33 UTILITIES PART 1 GENERAL 1.01 SCOPE A. This work shall consist of the underground construction of a pipeline across the state right-ofway, or other facility as indicated on the plans and as
More informationSample Bid Specification Revision 2 PVC Expanded-in-Place Pipeline Reconstruction
Sample Bid Specification Revision 2 PVC Expanded-in-Place Pipeline Reconstruction 1.00 DESCRIPTION 1.01 WORK INCLUDED: This work shall include the furnishing of all labor, equipment and materials necessary
More informationEngineer s Packet. Water and Sewer
Engineer s Packet Water and Sewer The White House Utility District engineer s packet has been created to help streamline the plan review and plan approval of projects within the White House Utility District
More informationUnderground Service Requirements and Instructions
This packet includes all FKEC underground service requirements, instructions, procedures and drawings. If you are considering underground power service please review this document in its entirety (3 page
More informationADDENDUM NO. 4 CITY OF FREDERICK PURCHASING DEPARTMENT 111 Airport Drive East Frederick, MD (301)
April 4, 2018 ADDENDUM NO. 4 To: All Potential Bidders Re: ITB 18-12 Christopher s Crossing (Sanner) Roadway Construction Consisting of: Sign-in Sheet, Meeting Minutes, CAD File, Dry Utility Relocate,
More informationBID INSTRUCTIONS. Montour County Courthouse Retaining Wall Repair Project
BID INSTRUCTIONS Montour County Courthouse Retaining Wall Repair Project The Montour County Commissioners are receiving bids for the Courthouse Retaining Wall Repair Project. The parking lot is located
More informationANNE ARUNDEL COUNTY Department of Public Works DATE: 01/25/2017 FROM: Rich Osborn, P.E., Prof.L.S., Project Manager, Bureau of Engineering SUBJECT: Minutes for Pre-Bid Meeting January 19, 2017 South Shore
More informationCITY OF TAMPA WASTEWATER DEPARTMENT TECHNICAL STANDARDS GUIDELINE. FOR CONSTRUCTION OF WASTEWATER FACILITIES July 2014 Version 6
CITY OF TAMPA WASTEWATER DEPARTMENT TECHNICAL STANDARDS GUIDELINE FOR CONSTRUCTION OF WASTEWATER FACILITIES July 2014 Version 6 2545 Guy N Verger Boulevard, Tampa, FL 33605 www.tampagov.net TECHNICAL STANDARDS
More informationSECTION 820 PUMP STATION DEMOLITION AND SITE RESTORATION
820-1 SCOPE OF WORK: SECTION 820 PUMP STATION DEMOLITION AND SITE RESTORATION a. Furnish all labor, materials, equipment, and incidentals required for demolition and/or removal and disposal of existing
More informationCITY OF CHINO HILLS. Request for Proposals (RFP) for On-Call and Emergency Repair Services Including Water and Sewer Systems
CITY OF CHINO HILLS Request for Proposals (RFP) for On-Call and Emergency Repair Services Including Water and Sewer Systems February 18, 2016 Department: Public Works Proposal Due Date: March 17, 2016
More informationSPECIAL SPECIFICATIONS UV CURED IN-PLACE SPIRAL WOUND FIBERGLASSS PIPE LINING
5101.1 Description This item shall govern approved methods and materials for the rehabilitation of deteriorated gravity sewer and storm water pipes by an Ultra-Violet Light Cured-In-Place Pipe (CIPP) lining
More information1. All underground utilities under railroad tracks shall be encased in a larger pipe or conduit called the casing pipe.
MTS Jack and Bore Design Criteria Note: For the purposes of this Design Criteria and subsequent Construction Notes, the term Jack and Bore is used generically to refer to a number of trenchless construction
More informationUNINCORPORATED JACKSON COUNTY BUILDING PERMITS
UNINCORPORATED JACKSON COUNTY BUILDING PERMITS May, 2014 Department of Public Works Planning and Environmental Health PREFACE The purpose of this manual is to provide an overview of the procedures to apply
More informationCHARLES COUNTY GOVERNMENT ITB NO WAKEFIELD PUMPING STATION UPGRADE
CHARLES COUNTY GOVERNMENT Department of Fiscal and Administrative Services Purchasing Division Telephone: 301-645-0656 February 27, 2014 ITB NO. 14-33 WAKEFIELD PUMPING STATION UPGRADE ADDENDUM NUMBER
More informationWelcome! Thank you for your interest in upgrading your service with Great Lakes Energy Cooperative (GLE).
Welcome! Thank you for your interest in upgrading your service with Great Lakes Energy Cooperative (GLE). Enclosed is the information needed to upgrade your service with GLE. Please read the documents
More informationThe following is required for a complete permit submittal for each unit.
P: (847)810-3502 OR (847)810-3503/3521, F: (847)615-4383 MULTI-FAMILY OR COMMERCIAL ADDITION OR ALTERATION PERMIT REQUIREMENTS The following is required for a complete permit submittal for each unit. MULTI-FAMILY
More informationPARKING LOT AND ROADWAY MAINTENANCE
Village of Vernon Hills Community Development Engineering Division Phone 847-367-3704 Fax 847-367-2541 PERMIT APPLICATION PROCESS PARKING LOT AND ROADWAY MAINTENANCE Removal and replacement, concrete and
More informationSPECIAL NOTES FOR CONTRACT. Bidding Requirements and Conditions. Specifications Governing this Project
RES. NO. PROPOSAL FOR THE COMPLETION OF 2015-28 TO THE SATISFACTION OF THE BUTLER COUNTY COMMISSIONERS AND THE COUNTY ENGINEER: SAID WORK CONSISTING OF TYLERSVILLE ROAD IMPROVEMENTS, PHASE I TO THE COUNTY
More informationPIPE BURSTING GRAVITY SEWER MAINS WITH HDPE PIPE
PIPE BURSTING GRAVITY SEWER MAINS WITH HDPE PIPE SUGGESTED STANDARD SPECIFICATION January, 2012 Prepared by International Pipe Bursting Association Thanks to the following participants for the development
More informationST. GABRIEL OF THE SORROWFUL MOTHER CHURCH
ADDENDUM NO. 1 TO CONTRACT DOCUMENTS DATED FEBRUARY 12, 2015 FOR ADDITION TO ST. GABRIEL OF THE SORROWFUL MOTHER CHURCH Located at 8910 Gap Newport Pike Avondale, PA 19311 ARCHITECT 270 South Main Street,
More informationM I N N E S O T A D O T BID TABULATION SUMMARY JOB PAGE 1 ON 03/16/94 MINNESOTA PROJECT NO.S: STP 5822(002)
BID TABULATION SUMMARY JOB 940094 PAGE 1 STATE PROJECT NO. 162-080-04 BIDS RECEIVED UNTIL 11:00 A.M. ON 03/16/94 MINNESOTA PROJECT NO.S: STP 5822(002) BETWEEN 2ND STREET NORTH AND 15 STREET NORTH IN ST.
More informationConstruction Documents (CDs) Required Signature Blocks and Standard Notes
Development Services Department 100 N. Wilcox Street, Castle Rock CO 80104 Project Manager 720-733-3582 Construction Documents (CDs) Required Signature Blocks and Standard Notes Revised July 17, 2017 INDEMNIFICATION
More informationInstallation Guidelines for Vault Systems (NSBB, Kraken, Water Polisher, & Other)
Installation Guidelines for Vault Systems (NSBB, Kraken, Water Polisher, & Other) Delivery & Unloading/Lifting 1. Bio Clean Environmental Services, Inc. shall deliver the unit(s) to the site in coordination
More informationSpecial Research Study. Comparison of Stormwater Pipe Installation Lengths and Costs in Texas: Frisco, Arlington, Austin, Victoria and Hidalgo County
Special Research Study Comparison of Stormwater Pipe Installation Lengths and Costs in Texas: Frisco, Arlington, Austin, Victoria and Hidalgo County Client: American Chemistry Council BCC Research 49 Walnut
More informationISSUED: 1/16/15 REVISION: 1.0 REVISION: STANDARD DETAIL COMBINATION 6'' CURB & GUTTER CITY OF FALLS CHURCH VA PUBLIC WORKS
ISSUED: 1/16/15 1.0 COMBINATION 6'' CURB & GUTTER ISSUED: 1/16/15 1.0 SIDEWALK DETAIL ISSUED: 7/7/15 1.0 VALLEY GUTTER ISSUED: 2/11/16 1.0 BRICK PAVER SIDEWALK DETAIL 1''=1' WIDTH VARIES SEE SHEET 2 MIN.
More informationIFB B Attachment 3 Page 112-1
The purpose of these instructions is to provide direction and assistance in completing service connection finals and sewer and water main as-builts the Washington Suburban Sanitary Commission using Commission
More information2006 PRELIMINARY ENGINEERING STUDY
2006 PRELIMINARY ENGINEERING STUDY KENNETH ROAD FROM 145TH STREET TO 151ST STREET PREPARED FOR: JULY 2011 PREPARED BY: 2400 PERSHING ROAD, SUITE 400 KANSAS CITY, MISSOURI 64108 TRANSYSTEMS PROJECT NO.
More informationOhio Department of Transportation Central Office 1980 West Broad Street Columbus, OH John R. Kasich, Governor Jerry Wray, Director
Ohio Department of Transportation Central Office 1980 West Broad Street Columbus, OH 43223 John R. Kasich, Governor Jerry Wray, Director 10/16/2014 Project 140522 Addendum No. 1 PID No. 76282 FRA USR 40
More informationTable of Contents. Page Title Sheet and Index Project History and Summary Work Summary Overview 3-7
Summary Final Report EPA Assistance ID Number: XP-00E59701-2 : Excess Flow Reduction Efforts Evergreen Farmington Sewage System Manhole Rehab and Sewer Lining Table of Contents Page Title Sheet and Index
More informationREQUIREMENTS FOR WORK WITHIN ROAD RIGHTS-OF-WAY IN UNION COUNTY
REQUIREMENTS FOR WORK WITHIN ROAD RIGHTS-OF-WAY IN UNION COUNTY The requirements contained herein are established to provide for orderly and systematic use of the county road rights-of-way within Union
More informationUTILITIES COMMISSION CITY OF NEW SMYRNA BEACH, FLORIDA 200 CANAL STREET P.O. BOX 100 NEW SMYRNA BEACH, FL
DATE: January 5, 2018 UTILITIES COMMISSION CITY OF NEW SMYRNA BEACH, FLORIDA 200 CANAL STREET P.O. BOX 100 NEW SMYRNA BEACH, FL 32170-010 ITB# 04-18 REPLACE 12 WATER MAIN AT TURNBULL BAY (DAMAGED DURING
More informationSECTION 19 - TRENCH EXCAVATION, BEDDING AND BACKFILL TABLE OF CONTENTS
SECTION 19 - TRENCH EXCAVATION, BEDDING AND BACKFILL TABLE OF CONTENTS Section Page 19-1 TRENCH EXCAVATION...19.1 19-1.01 Exploratory Excavation...19.1 19-1.02 Trench Width...19.1 19-1.02.A Storm Drain
More informationCITY OF ATLANTIC BEACH BID NUMBER PURCHASING DEPARTMENT 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA (904)
CITY OF ATLANTIC BEACH BID NUMBER 1314-08 PURCHASING DEPARTMENT 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 (904) 247-5880 REQUEST FOR BID CONTRACT - CONCRETE REPAIRS FOR THE PUBLIC WORKS/UTILITIES
More informationSpecifications for Electrical Underground Residential Distribution Systems
Specifications for Electrical Underground Residential Distribution Systems Specification DDS-2 Revision 13, February 2010 ONCOR ELECTRIC DELIVERY COMPANY SPECIFICATIONS FOR ELECTRICAL UNDERGROUND RESIDENTIAL
More informationNOTIFICATION OF ADDENDUM ADDENDUM NO. 1 DATED 12/20/2017
NOTIFICATION OF ADDENDUM ADDENDUM NO. 1 DATED 12/20/2017 Control 6316-00-001 Project RMC - 631600001 Highway US0059 County HARRISON Ladies/Gentlemen: Attached please find an addendum on the above captioned
More informationStorm Water and Sanitary Sewer
Public Works Department Summary Report on Planned Capital Improvements Storm Water and Sanitary Sewer Introduction Public Works has assembled this summary report to highlight major capital improvements
More informationRequest for Proposal: Due October 11, :00 pm
Remove and replace approx. 6000 sq. ft. of asphalt, clean and tack 1200 sq. ft. of low spots, seal coat and stripe parking lot at 1030 Temple Ave Camarillo, CA 93010 Request for Proposal: Due October 11,
More information