2026 Loma POE Drawings.pdf
PDF 5 MB Posted
- Attached to
- Loma Port of Entry - ANS Traffic Rerouting
- Solicitation number
- IFB1 PMAA 2027000042 2
- Issued by
- Larimer County, Colorado
About this file
This is a construction drawings document for the Loma Port of Entry (POE) ANS Traffic Rerouting project, identified as Project I.D. No. C26AU5 under Invitation for Bid (IFB) 2027*042. The project encompasses comprehensive site construction plans including overall site mapping, existing conditions assessment, removals, erosion control measures, grading plans, roadway design, storm sewer infrastructure, retention pond construction, wash pad details, and utility installations. A pre-bid conference is scheduled for Wednesday, October 15, 2026 at 11:00 a.m., with bid opening set for Tuesday, October 27, 2026 at 11:30 a.m. The construction drawings package consists of 16 sheets detailing site plans, utility plans, grading plans with pond cross-sections (Section A and Section B with specified slope ratios of 4:1 and 8:1), roadway profiles, storm sewer systems, and miscellaneous construction details.
The drawings specify technical requirements including bollard installation standards requiring vertical placement with welded top caps, 3/8-inch air vent holes approximately 3-3/4 feet below the top cap, yellow paint finish, and availability for Project Manager inspection prior to footing concrete placement. The document references source materials from Esri, Vantor, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, and IGN. All construction details, site utility plans, grading specifications, and cross-sectional elevations are provided to guide contractors in project execution and bid preparation.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Loma POE Appendices.pdf | ||
| Loma POE ANS - Addendum No. 1.pdf | ||
| Loma POE Bidding Information and Specifications.pdf | ||
| SBP-6.14 BidBond.docx | DOCX document |
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Text version
Loma Port of Entry ANS Traffic Rerouting
CONSTRUCTION DRAWINGS
PROJECT I.D. NO. C26AU5
IFB1: IFB1 2027*042
PRE-BID CONFERENCE: Wednesday, October 15, 2026 at 11:00 a.m.
BID OPENING: Tuesday, October 27, 2026 at 11:30 a.m.
© 2025 Microsoft Corporation © 2025 TomTom
Sheet: 1File: .\Loma Port-CPW Alternatives 02.19.25 (2).pdfMissing or invalid reference
© 2025 Microsoft Corporation © 2025 TomTom
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Source: Esri, Vantor, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Powered by Esri
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POND SECTION A
HORIZONTAL:1"=30'
VERTICAL: 1"=6'
0 10 20 30 40 50 60 700-10-20-30-40
4:1 4:1
VERTICAL: 1"=6'
POND SECTION B
HORIZONTAL:1"=30'
VERTICAL: 1"=6'
0 10 20 30 40 500-10-20-30-40-50
8:1 4:1 4:1
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All bollards shall be installed vertically with welded top caps, and shall be available for Project Manager inspection before placement of the footing concrete. All bollards shall have a 3/8-inch air vent hole approximately 3-3/4 feet below the top cap, to facilitate footing concrete infill into the pipe.
The vent hole shall be covered by concrete in the final installation. All bollards shall be painted yellow.
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| Sheets and Views |
| 1 COVER SHEET |
| 2 OVERALL SITE MAP |
| 3 EX CONDITIONS, REMOVALS & ERIOSION CONTROL |
| 4 EX CONDITIONS, REMOVALS & EROSION CONTROL |
| 5 GENERAL NOTES & TYPICAL SECTIONS |
| 6 SITE & UTILITY PLAN |
| 7 SITE & UTILITY PLAN |
| 8 GRADING PLAN |
| 9 GRADING PLAN |
| 10 ROADWAY PLAN & PROFILE |
| 11 ROADWAY PLAN & PROFILE |
| 12 STORM SEWER PLAN & PROFILE |
| 13 RETENTION POND CROSS SECTIONS |
| 14 ANS WASH PAD DETAIS |
| 15 UTLILITY DETAILS |
| 16 MISC DETAILS |
File details come from the government source that posted it. Updated .