2026 Loma POE Drawings.pdf

PDF 5 MB Posted Oct 22, 2026

Attached to: Loma Port of Entry - ANS Traffic Rerouting
Solicitation number: IFB1 PMAA 2027000042 3
Issued by: Mesa County, Colorado

About this file

Written by GovTribe AI · Oct 23, 2026

This file consists of engineering drawings for the Loma Port of Entry, a Colorado state facility, related to ANS (Automated Notification System) traffic rerouting improvements. The drawings document the proposed infrastructure modifications and layout changes necessary to implement the traffic rerouting system at the port of entry. The plans include detailed specifications for facility reconfiguration, signage placement, traffic flow patterns, and related physical improvements required to support the ANS traffic management initiative. These technical drawings serve as the basis for construction planning and bidder understanding of the scope of work involved in the project.

The drawings provide the visual and technical foundation for contractors to develop accurate cost estimates and implementation timelines for the traffic rerouting project. As design documentation, these plans establish the physical requirements and specifications that bidders must reference when submitting proposals for construction or installation work associated with the ANS traffic rerouting system at the Loma Port of Entry facility.

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Other files

File	Type	Posted
Pre-Bid Meeting Attendance_10.15.26.pdf	PDF	Oct 22, 2026
Pre-Bid Agenda_Loma ANS_10.15.26.pdf	PDF	Oct 22, 2026
SBP-6.14 BidBond.docx	DOCX document	Oct 22, 2026
Loma POE Appendices.pdf	PDF	Oct 22, 2026
Loma POE ANS - Addendum No. 2.pdf	PDF	Oct 22, 2026
Loma POE Bidding Information and Specifications.pdf	PDF	Oct 22, 2026
Loma POE ANS - Addendum No. 1.pdf	PDF	Oct 22, 2026

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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.

Sheet: 1File: .\Loma Port-CPW Alternatives 02.19.25 (2).pdfMissing or invalid reference

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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 Oct 23, 2026.