2024 Bid Drawings.pdf
PDF 3 MB Posted
- Solicitation number
- 23-9360 DIST
- Issued by
- Moffat County, Colorado
About this file
This document is a bid drawing set for the Avondale Water and Sanitation District's 2024 Distribution System Water Main Replacement project in Pueblo County, Colorado. The project involves replacing 22 gate valves (1, 2, 4, and 6-inch mechanical joint valves), 6 fire hydrants (5" American AVK Series 2780 in red), and installing 1,106 linear feet of new 2-inch water main using open cut or boring methods, along with 68 linear feet of 4-inch C900 pipe. The work will also include associated paving, patching, and concrete improvements.
The project is focused on infrastructure renewal, as much of the district's distribution system was installed over 50 years ago and has reached the end of its useful life. Key technical specifications include using Dresser fittings when connecting to AC pipe, avoiding mega lug joint restraints that might damage existing pipes, and completing work along Avondale Boulevard prior to the start of the school year on August 12, 2024. The engineering is being conducted by JESIK Consulting, with the Avondale Water and Sanitation District as the owner, and the project involves careful coordination of customer notifications, traffic control, and utility preservation.
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Other files
| File | Type | Posted |
|---|---|---|
| Bid Sheet.xlsx | XLSX spreadsheet | |
| C-522-Contract-for-Construction-of-a-Small-Project - Copy.pdf | ||
| 2024 Main and Valve Replacement.pdf | ||
| Bid Sheet R2.xlsx | XLSX spreadsheet | |
| Pre-Bid Attendees.pdf | ||
| Addendum 2.pdf | ||
| Addendum 1.pdf | ||
| Payment Bond Valve.pdf | ||
| 1971 As Builts.pdf | ||
| Performance-Bond Valve.pdf | ||
| C435-Bid-Bond-Damages-Form-2018 - Copy.pdf |
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Text version
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AVONDALE BOULEVARD
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U.S. HWY 50 BUSINESS
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AVONDALE WATER AND SANITATION DISTRICT
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2024 DISTRIBUTION SYSTEM
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AVONDALE PUEBLO COUNTY, COLORADO
AutoCAD SHX Text 800 W. 8TH STREET PUEBLO, CO 81003 (719) 582-5588 www.jesik.us
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VICINITY MAP SCALE: 1:1000
AutoCAD SHX Text OWNER AVONDALE WATER AND SANITATION DISTRICT P.O. BOX 188 321 THIRD STREET AVONDALE, CO 81022 (719) 947-3186 COORDINATE ALL WATER SHUT OFF AND NOTIFICATIONS WITH THE OWNER. THIS MAY INCLUDE KNOCKING ON DOORS AND/OR HANGING LEAFLETS
ENGINEER JESIK CONSULTING 800 W. 8TH STREET PUEBLO, CO 81003 (719) 582-5588
IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL WORK IS
PERFORMED IN ACCORDANCE WITH THE APPLICABLE STANDARDS AND
REGULATIONS SET FORTH BY THE OCCUPATIONAL HEALTH ND ADMINISTRATION
(O.S.H.A).
NO FIELD CHANGES SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF
THE ENGINEER.
SUBMITTALS SHALL BE MADE FOR ALL MATERIALS TO BE INCORPORATED INTO
THIS PROJECT.
UTILITY LINES ARE NOT SHOWN ON THE PLAN SHEETS. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR THE VERIFICATION AND PROTECTION OF ALL
UTILITIES IN PLACE.
THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF
COLORADO AT 1-800-922-1987 THREE BUSINESS DAYS IN ADVANCE OF
EXCAVATION OR DIRT WORK. FOR A LIST OF SPECIFIC CONTACTS SEE
SPECIFICATIONS.
THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL UTILITIES AND
STRUCTURES AFFECTED BY THE WORK AND ANY DAMAGE SHALL BE REPAIRED
AND RESTORED TO THE SATISFACTION OF THE ENGINEER. THE CONTRACTOR IS
RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UTILITIES DURING
CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE ALL UTILITY
RELOCATIONS AS NECESSARY.
THE CONTRACTOR SHALL NOTIFY ANY PRIVATE UTILITIES IN THE WORK AREA.
TEMPORARY COVER SHALL BE AT LEAST 18 INCHES OVER ANY GAS LINES.
FINISH GRADE SHALL BE AT LEAST 2 FEET AND NO MORE THAN 6 FEET OVER
THE GAS CONDUIT.
THE CONTRACTOR SHALL OBTAIN ANY UTILITY PERMITS AND APPROVED
TRAFFIC CONTROL PLANS PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.
THE PHYSICAL FEATURES WITHIN THE LIMITS OF THE PROJECT HAVE BEEN
SHOWN BASED ON THE BEST AVAILABLE INFORMATION AT THE TIME OF THE
DESIGN. THE ENGINEERING ASSUMES NO RESPONSIBILITY FOR THE ACCURACY
OF THE FEATURES SHOWN. THE CONTRACTOR SHALL REVIEW AND VERIFY
EXISTING PHYSICAL FEATURES AND ELEVATIONS AND INFORM THEMSELVES OF
THE CONDITIONS TO BE ENCOUNTERED DURING CONSTRUCTION.
WORK OR STORAGE IN ANY PRIVATE OR PUBLIC AREAS NOT INDICATED IN THE
PLANS OR SPECIFICATIONS MUST BE APPROVED IN WRITING BY THE PROPERTY
OWNER OR REPRESENTATIVE.
ALL CONSTRUCTION IS TO INCLUDE COMPACTION, TRAFFIC CONTROL, FENCE
REPAIR, AND FINISH GRADING IN THE UNIT PRICE OF THE RELATED WORK ITEM.
ALL WORK IS TO BE DONE TO THE LINES, GRADES, SECTIONS, AND ELEVATIONS
SHOWN ON THE PLANS UNLESS OTHERWISE NOTED OR APPROVED BY THE
ENGINEER.
ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION AND
APPROVAL BY THE OWNER AND ENGINEER.
THE ENGINEER SHALL BE NOTIFIED WITHIN 48 HOURS OF STARTING
CONSTRUCTION.
PAYMENT, DIMENSIONS, AND RADII ARE SHOWN TO THE FLOWLINE UNLESS
OTHERWISE NOTED.
THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THOSE AREAS
WITHIN THE LIMITS OF DISTURBANCE AND/OR TOES OF SLOPE SHOWN ON THE
PLANS AND CROSS SECTIONS. ANY DISTURBANCE BEYOND THESE LIMITS SHALL
BE RESTORED TO ORIGINAL CONDITIONS BY THE CONTRACTOR AT HIS/HER
EXPENSE. CONSTRUCTION PARKING OF VEHICLES OR EQUIPMENT, DISPOSAL
OF LITTER, AND ANY OTHER ACTION WHICH WOULD ALTER EXISTING
CONDITIONS.
THE CONTRACTOR SHALL NOT REMOVE AND SHALL PROTECT FROM DAMAGE
ALL TREES, SHRUBS, AND EXISTING IMPROVEMENTS INSIDE AND OUTSIDE OF
THE LIMITS OF WORK. SPECIFIC PROVISIONS ARE SHOWN IN THE PLANS.
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NO TREES SHALL BE REMOVED OR TRIMMED WITHOUT PRIOR
ACKNOWLEDGEMENT FROM THE PROPERTY OWNER AND/OR ENGINEER.
THE CONTRACTOR SHALL PROTECT THE EXISTING DRAINAGE STRUCTURES AND
RE-ROUTE ANY RUNOFF AS NECESSARY DURING CONSTRUCTION ACTIVITIES TO
PREVENT EROSION ND DAMAGE. SILT, TRASH AND OTHER CONSTRUCTION
DEBRIS SHALL E REMOVED FROM STRUCTURES DURING AND UPON
COMPLETION OF CONSTRUCTION.
THE CONTRACTOR SHALL PROVIDE SAFE PEDESTRIAN ACCESS OR LIMIT
ACCESS AT ALL TIMES DURING THE PROJECT.
THE CONTRACTOR SHALL CLOSELY MONITOR HEAVY CONSTRUCTION
EQUIPMENT ACCESS THROUGH THE PROJECT AND NEIGHBORING AREAS.
WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED. THE COST OF
WATER SHALL BE INCIDENTAL TO OTHER BID ITEMS.
PHYSICAL FEATURES THAT REQUIRE REMOVAL SHALL BECOME THE PROPERTY
OF THE OWNER.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING ANY MONUMENT,
RANGE POINTS, TIES, BENCHMARKS, AND/OR SURVEY CONTROL POINTS.
DESTROYED OR DAMAGED POINTS SHALL BE REFERENCED AND REPLACED
WITH AN APPROPRIATE MONUMENT BY REGISTERED PROFESSIONAL LAND
SURVEYOR AUTHORIZED TO PRACTICE LAND SURVEYING IN COLORADO.
ANY DISCREPANCY IN THESE PLANS SHOULD BE BROUGHT TO THE IMMEDIATE
ATTENTION OF THE ENGINEER.
ALL WORK WITHOUT A SPECIFIC BID ITEM IS INCIDENTAL TO OTHER PAY ITEMS.
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THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LEGAL DISPOSAL
OF ANY EXCESS SOIL, DEBRIS AND WASTE MATERIAL OFF OF THE SITE.
ANY SOIL LYING BELOW THE SUBGRADE WHICH IS DISTURBED BY
CONSTRUCTION OPERATIONS SHALL BE REMOVED AND REPLACED
WITH STRUCTURAL FILL IN ACCORDANCE WITH SPECIFICATION
REQUIREMENTS.
ANY MATERIAL NOT SUITABLE FOR BACKFILL SHALL BE REMOVED FROM
THE SITE AND DISPOSED OF BY AND AT THE EXPENSE OF THE
CONTRACTOR.
CONTRACTOR IS RESPONSIBLE FOR ALL DEWATERING COSTS
THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL LABOR,
MATERIAL, EQUIPMENT, AND INCIDENTAL ITEMS NEEDED TO PROVIDE
ADEQUATE CONSTRUCTION SIGNING, BARRICADES, TRAFFIC CONTROL
DEVICES, AND OTHER RELATED ITEMS FOR THE PROJECT AREA DURING
CONSTRUCTION.
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO
THE START OF WORK. THIS IS TO BE CONSIDERED INCIDENTAL AND THE COST
OF THIS ITEM IS TO BE INCLUDED IN OTHER PAY ITEMS.
THE CONTRACTOR SHALL LOCATE VALVES INDICATED ON SHEET C0.0. NOTIFY
ENGINEER IF VALVES CANNOT BE LOCATED.
VALVES LOCATED ALONG AVONDALE BOULEVARD MUST BE COMPLETED PRIOR
TO THE START OF SCHOOL ON AUGUST 12, 2024
COORDINATE AWSD CUSTOMER NOTIFICATION AND SHUT OFF WITH AWSD
STAFF. THIS INCLUDES PROVIDING AN ACCURATE WORK SCHEDULE SO
CUSTOMERS CAN BE NOTIFIED IN A TIMELY MANNER.
WATER MAIN MAY BE BORED OR OPEN CUT.
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GENERAL NOTES:
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EARTHWORK:
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CONSTRUCTION NOTES:
AutoCAD SHX Text PERMITTING NOTES PUEBLO COUNTY R.O.W. PERMIT REQUIRED AND IS THE RESPONSIBILITY OF THE CONTRACTOR. CONTACT MARIANO CORNEJO CONSTRUCTION INSPECTOR OFFICE: 719-583-4726 CELL: 719-568-5487 EMAIL: CORNEJOM@PUEBLOCOUNTY.US CDOT UTILITY PERMIT REQUIRED AND IS THE RESPONSIBILITY OF THE CONTRACTOR. PERMITS TAKE ABOUT 2 WEEKS FOR REVIEW. CONTACT: MR. GABE MARTINEZ UTILITY AND OUTDOOR ADVERTISING COORDINATOR CELL: 719-251-7830 EMAIL: GABRIELJ.MARTINEZ@STATE.CO.US PROJECT NOTES 1. ALL VALVES SHALL BE LEFT TURN ALL VALVES SHALL BE LEFT TURN 2. ALL VALVES SHALL BE DUCTILE IRON GATE VALVES (GV) ALL VALVES SHALL BE DUCTILE IRON GATE VALVES (GV) 3. ALL VALVES SHALL BE MECHANICAL JOINT (MJ) UNLESS ALL VALVES SHALL BE MECHANICAL JOINT (MJ) UNLESS INDICATED ON THE DRAWINGS OR CONNECTING TO AC PIPE. 4. WRAP VALVE CONNECTIONS IN 5 MIL PLASTIC. WRAP VALVE CONNECTIONS IN 5 MIL PLASTIC. 5. VALVE BOX AND LID SHALL BE INCLUDED IN NEW VALVE OR VALVE BOX AND LID SHALL BE INCLUDED IN NEW VALVE OR REPLACEMENT LINE ITEM COST. 6. VALVE BOX RISERS SHALL BE PULL UP (SLIP TOP) BOWW VALVE BOX RISERS SHALL BE PULL UP (SLIP TOP) BOWW STYLE ONLY. 7. TEMPORARY BLOCK ALL FIRE HYDRANTS UNTIL CONCRETE TEMPORARY BLOCK ALL FIRE HYDRANTS UNTIL CONCRETE SETS. 8. PLACE 6" OF 3,000 PSI CONCRETE UNDER EACH VALVE PLACE 6" OF 3,000 PSI CONCRETE UNDER EACH VALVE LOCATED WITHIN THE STREET. 9. MINIMUM 4" ASPHALT PAVEMENT IN ALL PATCHES EXCEPT 3" MINIMUM 4" ASPHALT PAVEMENT IN ALL PATCHES EXCEPT 3" IN AWSD PARKING LOT. 10. USE DRESSERS FOR ALL AC PIPE CONNECTIONS. USE DRESSERS FOR ALL AC PIPE CONNECTIONS. 11. FIRE HYDRANTS SHALL BE RED, AVK 2780 SERIES, 5 ", FIRE HYDRANTS SHALL BE RED, AVK 2780 SERIES, 5 ", 14", CLOSE CLOCKWISE 12. REMOVE ALL ABANDONED VALVES IN AVONDALE ST AND 2ND REMOVE ALL ABANDONED VALVES IN AVONDALE ST AND 2ND LANE BEFORE PAVING. 13. WATER MAIN TO BE MINIMUM 4' BURY DEPTH BELOW TOP OF WATER MAIN TO BE MINIMUM 4' BURY DEPTH BELOW TOP OF ASPHALT. 14. SIGNS, STRIPING, PATCHING, MILLING, AND OVERLAYS SHALL SIGNS, STRIPING, PATCHING, MILLING, AND OVERLAYS SHALL MEET CDOT REQUIREMENTS WITHIN THE CDOT ROW AND PUEBLO COUNTY REQUIREMENTS WITHIN THE COUNTY ROW. TRAFFIC CONTROL 1. CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL. CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL. 2. CONTRACTOR SHALL OBTAIN APPROVED TRAFFIC CONTROL CONTRACTOR SHALL OBTAIN APPROVED TRAFFIC CONTROL PLANS PER CDOT AND PUEBLO COUNTY REQUIREMENTS. 3. ALL APPROVED TRAFFIC CONTROL PLANS MUST BE SUBMITTED ALL APPROVED TRAFFIC CONTROL PLANS MUST BE SUBMITTED TO THE ENGINEER. 4. NOTIFY EMERGENCY SERVICES OF ANY ROAD CLOSURESNOTIFY EMERGENCY SERVICES OF ANY ROAD CLOSURES
AutoCAD SHX Text 800 W. 8TH STREET Pueblo, Colorado 81003 (719) 582-5588 www.jesik.us
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OF
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DATE
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DESIGNED BY
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DRAWN BY
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CHECKED BY
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PROJECT NUMBER
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NO.
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REVISION
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APPV'D
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DATE
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AVONDALE WATER & SAN.
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2024 DISTRIBUTION SYSTEM
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AutoCAD SHX Text 7/9/2024
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NTS
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NOTES
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AVONDALE, COLORADO
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BID SET 7-09
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0 5 10 20 1" = 20'
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REPLACE 2" GATE VALVE MJ FITTINGS ONLY
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REPLACE 2" GATE VALVE
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35LF 4" C900
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4"-T W/ (2) 4" TAPPED PLUGS W/ 2" THREADED OPENING
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NEW 2" GATE VALVE
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45 DEG FITTINGS
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45 DEG. MJ FITTINGS
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45 DEG FITTINGS
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45 DEG. MJ FITTINGS
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PIPE ENCASEMENT 10' EA SIDE OF SS
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29 LF, SDR 21, 2"
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10 LF, SDR 21, 2"
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283 LF, SDR 21, 2"
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11 LF, SDR 21, 2"
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67 LF, SDR 21, 2"
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45 DEG. MJ FITTINGS
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ABANDON 4" AC IN PLACE
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45 DEG. MJ FITTINGS
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45 DEG. MJ FITTINGS
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20 LF, 4" , C900, USE DRESSER TO AC PIPE CON.
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6 LF, 4" , C900
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REMOVE & REPLACE 25' CURB & GUTTER WHEN NECESSARY
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CONNECT SERVICE LINE
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SERVICE LINE CONNECTION
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EX BARBED WIRE FENCE
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POTHOLE AND LOCATE EX. MAIN IRRIGATION LINE
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703 LF, SDR 21, 2"
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REMOVE & REPLACE 15' CURB & GUTTER
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REMOVE & REPLACE 3 SY, 2"-ASPHALT AS NEEDED
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4' C900, ENCASED 90°W/ THRUST BLOCK
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NEW 4" GATE VALVE, MJ FITTINGS
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3RD STREET
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45 DEG FITTINGS
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SERVICE LINE CONNECTION
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EX BARBED WIRE FENCE
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POTHOLE AND LOCATE EX. MAIN IRRIGATION LINE
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703 LF, SDR 21, 2"
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REMOVE & REPLACE 15' CURB & GUTTER
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REMOVE & REPLACE 3 SY, 2"-ASPHALT AS NEEDED
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3RD STREET
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REMOVE & REPLACE 10 SY, 4" CONC. SIDEWALK 3,000 PSI, 4" SLUMP, 6% AIR
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436 SY - 2" OVERLAY EX. ASPHALT PARKING, 3" IN TRENCH CUT SX GRADE, PG 64-22
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SERVICE LINE CONNECTION
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81 SY - 2" OVERLAY EX. ASPHALT PARKING, 3" IN TRENCH CUT SX GRADE, PG 64-22
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45 DEG. MJ FITTING
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NEW 2" GATE VALVE
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REMOVE AND RESET 20 LF 6' CHAIN LINK 2 LOCATIONS
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3RD STREET
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436 SY - 2" OVERLAY EX. ASPHALT PARKING, 3" IN TRENCH CUT SX GRADE, PG 64-22
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REMOVE 20 LF OF CURB & GUTTER REPLACE WITH TEMPORARY ASPHALT CURB
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EX. 2" GATE VALVE TO REMAIN
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SERVICE LINE CONNECTION
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SERVICE LINE CONNECTION
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AVONDALE, COLORADO
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AutoCAD SHX Text 800 W. 8th Street Pueblo, Colorado 81003 (719) 582-5588 WWW.JESIK.US
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AutoCAD SHX Text 800 W. 8th Street Pueblo, Colorado 81003 (719) 582-5588 WWW.JESIK.US
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AVONDALE, COLORADO
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AutoCAD SHX Text 800 W. 8th Street Pueblo, Colorado 81003 (719) 582-5588 WWW.JESIK.US
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| Sheets and Views |
| 2024 Valves-C0.0 |
| 2024 SHEET4.pdf |
| Sheets and Views |
| 2024 Valves and Main-P-1 (2) |
| 2024 SHEET3.pdf |
| Sheets and Views |
| 2024 Valves and Main-P-1 |
| 2024 SHEET2.pdf |
| Sheets and Views |
| 2024 Valves-C0.1 |
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