082517 Design Addendum.pdf

PDF 675 KB Posted

Attached to
OAAA, 2010, 082517 RTI Bridge Repair
Solicitation number
IFB1 OAAA 2027000025 2
Issued by
Arapahoe County, Colorado

About this file

This is a Design Addendum for the RTI Pedestrian Bridge Repair project located at Fort Carson, Colorado, prepared by Engineering Studio Denver (ESD/Veradyn Engineering, LLC). The addendum addresses drainage improvements and lighting modifications for the pedestrian bridge. Key construction requirements include installation of aluminum decking with NDS 5" Pro Series grates (5-1/4" wide) secured with stainless steel screws to existing landing joists, maintaining a 3/4" air gap between the decking at the exterior wall, and implementation of drainage details as specified in the schematic plans. The project also requires replacement of six light pedestals shown on the Existing Bridge Lighting Plan, with the general contractor responsible for preparing existing surfaces free of rust and painting the existing railing with an approved paint color as specified by the DMVA (Department of Military and Veterans Affairs).

The addendum specifies that the general contractor must ensure no trip hazards are present after installation, with notes acknowledging that air gaps may vary due to site conditions. The design documents are marked "For Review Only – Not for Construction" and indicate a project number of 10748 with a date of August 25, 2026. The drawings and plans remain the property of ESD and are limited to use on the specified project only without written permission. No specific pricing, funding sources, contract terms, or response deadlines are detailed within this addendum document.

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Other files

File Type Posted
082517 ADDENDUM 1 QnA.pdf PDF
082517 Bridge Repair at RTI AFB.pdf PDF
IFB 2027-0025 pre-bid sign in 082517.pdf PDF

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Text version

(E ) L

AN

DI

NG

JO

IS

T

NTS1 SCALE:

DRAINAGE LAYOUT

(E) EXTERIOR WALL LINE

(E) LANDING JOIST

BB

SECTION B-B

SECTION B-B

NTSA SCALE:

DRAINAGE DETAIL

(NEW) ALUMINUM DECKING

SEE STRUCTURAL

(NEW) NDS 5" PRO SERIES (SIMILAR),

5-1/4" WIDE GRATE W/ SS SCREW PER

MFGR. INTO JOIST BELOW. GRATE

TOP FLUSH WITH ALUMINUM DECKING.

PACKER AS REQUIRED

(E) LANDING JOIST

3/4" AIR GAP

DECKING AT EX. WALL SECTION

SCALE: B NTS

(NEW) ALUMINUM DECKING

SEE STRUCTURAL

(E) WALL

(E) LANDING JOIST

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10748

9/10/2026

ESD

DR

DESCRIPTIONNo. DATE

REVISIONS:

ISSUE RECORD:

DESCRIPTIONNo. DATE

SHEET CONTENTS:

PROJECT NO.:

DATE:

DRAWING NO.:

DRAWN BY:

CHECKED BY:

DRAINAGE SCHEMATIC PLAN

D1.0

ENGINEERING

STUDIO

DENVER

ESDENVER DBA

VERADYN ENGINEERING, LLC

1801 WEWATTA ST, 11TH FLOOR

DENVER, CO 80202

720.612.7553

DUSTIN@ESDENVER.COM

A JIHGFEDCB

A JIHGFEDCB

THE DRAWINGS AND PLANS SET FORTH ON THIS SET AS

INSTRUMENT OF SERVICE ARE, AND SHALL REMAIN, THE

PROPERTY OF ESDENVER. USE OF THIS DRAWING IS

LIMITED TO A SPECIFIED PROJECT FOR PERSONS NAMED

HEREON. ANY USE OR REUSE OF SAID DRAWINGS IS

STRICTLY PROHIBITED WITHOUT WRITTEN PERMISSION

OF ESDENVER.

- FOR REVIEW ONLY -

NOT FOR CONSTRUCTION

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NDS 5" PRO SERIES (SIMILAR),

5-1/4" WIDE GRATE

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SLOPE

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SLOPE

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SLOPE

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3/4" AIR GAP, TYP.

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3/4" AIR GAP, TYP.

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3/4" AIR GAP, TYP.

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NOTE:

gap can vary due to site conditions dusti Text Box

NOTE:

GC to ensure no trip hazard present after installation

ENGINEERING

STUDIO

DENVER

DESCRIPTIONNo. DATE

REVISIONS:

ISSUE RECORD:

DESCRIPTIONNo. DATE

SHEET CONTENTS:

PROJECT NO.:

DATE:

DRAWING

NO.:

DRAWN BY:

CHECKED BY:

A JIHGFEDCB

A JIHGFEDCB

SCALE:

1801 WEWATTA ST, 11TH FLOOR

DENVER, CO 80202

720.612.7553

ADMIN@ESDENVER.COM

ASUS

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ESDENVER

ASUS

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FORT CARSON, COLORADO

Admin Text Box 08/25/2026

Admin Text Box 10748 mhdar Text Box

RTI PEDESTRIAN BRIDGE REPAIR

PROJECT NO - 082517

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EXISTING LIGHT POSTS

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Admin Line

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EXISTING BRIDGE LIGHTING PLAN

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SCALE: NTS

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EXISTING LIGHT FIXTURE TO BE REPLACED SIMILAR

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ADDENDUM NOTES:

- GC TO PREP EXISTING AND FREE OF RUST. PAINT EXISTING RAILING WITH APPROVED PAINT COLOR. APPROVED BY DMVA.

- GC TO REPLACE 6 LIGHT PEDESTALS SHOWN ABOVE

D1.0
Drawing View2
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Section View B-B
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File details come from the government source that posted it. Updated .