IFB1 PMAA 2027000013 - Drawing Set 2 of 2.pdf

PDF 938 KB Posted

Attached to
Project Number: CC2501T11
Solicitation number
IFB1 PMAA 2027000013 4
Issued by
Denver County, Denver City, Colorado

About this file

This is a structural drawing set for the North Connector Bridge Replacement project (Project Number 25-104.01) in Colorado, specifically Sheet 2 of 2 depicting the general layout and structural plan for a pedestrian bridge replacement. The project involves the construction of a prefabricated steel truss bridge with an out-to-out width of 8 feet and a clear span of 6 feet, spanning approximately 100 feet-7 inches between abutments. The bridge will feature welded steel trusses, approach slabs, drilled caisson foundations, safety rails, and a hand rail system. The design includes a 1.5 percent trail grade with reinforced concrete deck slabs designed per the bridge manufacturer's specifications, and the minimum low chord elevation is established at 5556.70. The drawings indicate a 90 percent design phase completion as of August 28, 2026, with coordinate references and elevation data provided for precise construction execution.

The design documentation specifies critical structural parameters including water surface elevation data for both 100-year and 10-year flood events (5559.4 and 5557.1 respectively), finished grade elevations at 5558.70, and camber specifications at midspan of minus 4.50 percent. The drawings reference compliance with specifications in Section 628 for bridge requirements and direct contractors to supplementary trail plan and profile sheets for horizontal control line and profile grade information. This technical drawing set serves as the basis for bidding and construction of the pedestrian bridge replacement project and will require coordination with the bridge manufacturer for final truss design verification and concrete sealer application on deck limits.

View the file

Other files

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

6' -0

FL

O

W

102'-7"

BF ABUT 1 TO BF ABUT 2

3' -0

C

LR

3' -0

C

LR

100'-1"

C ABUT 1 TO C ABUT 2

90°

90°

1+

2+

1.5%

TRAIL HCLC ABUT 1L

C ABUT 2L

BF ABUT 2

2+02.55 N: 1656299.70 E: 3186471.84

WINGWALL (TYP)

L L

N58°00'02"E

C BRIDGE AND

ABUTMENT

L

EDGE OF TRAIL

(TYP.)

PREFABRICATED

STEEL TRUSS BRIDGE

BF ABUT 1

STA. 0+99.97

N:1656229.48 E:3186397.04

PEDESTRIAN RAILING TO

MATCH BRIDGE RAILING

APPROACH

SLAB (TYP)

100'-7"

102'-7"

1'-0" 1'-0"

1+00 2+00

FINAL GRADE

Ex Grade

DRILLED CAISSON

FOUNDATION (TYP.)

BF ABUT 1 TO BF ABUT 2

OUT-TO-OUT STEEL BRIDGE

BF ABUT 1

EL 5558.70

SEE TYPICAL SECTION

FOR MINIMUM LOW

CHORD ELEVATION

REQUIREMENTS

EL 5558.70

BF ABUT 2

APPROACH

SLAB (TYP)

100YR

WSEL = 5559.4

FINAL GRADE

10YR

WSEL = 5557.1

1.50%

TRAIL HORIZ.

CONTROL

LINE

PROFILE

GRADE LINE

REINFORCED CONCRETE SLAB PER

BRIDGE MANUFACTURER DESIGN

SAFETY

RAILS (TYP)

3'-0" 3'-0"

6'-0" (CLEAR)

8'-0"± OUT TO OUT TRUSSES

(ESTIMATED, TO BE VERIFIED BY TRUSS DESIGNER)

3' -6

M

IN

T.O. ABUT SEAT

(LEVEL)

2' -6

AT

BR

ID

G E

AN

D

TR

AI

L

HC

L

2' -9

3' -0

" HAND RAIL

BRACKET

HAND RAIL

WELDED STEEL

TRUSSES (TYP.)

MINIMUM LOW CHORD

ELEVATION = 5556.70

OUT-TO-OUT, DECK

(LIMITS OF PAYMENT FOR ITEM

515 "CONCRETE SEALER")

PROJECT NO. 25-104.01

DRAWING NO.

SHEET NO.

OF

SHEET REVISIONS

NO. DATE DESCRIPTION BY

PREPARED UNDER

THE SUPERVISION OF

DATEDESIGNED:

DRAWN:

CHECKED:

90% DESIGN

NORTH CONNECTOR BRIDGE REPLACEMENT

AMJ

ASP

BRS

S-2

8/28/2026

GENERAL LAYOUT

STRUCTURAL

PLAN

20'10'0'

LONGITUDINAL SECTION

NOTES:

FINISHED GRADE ELEVATION AT PROFILE GRADE LINE.

1. TRUSSES AND RAILING SHOWN ON THIS SHEET ARE A GENERAL

REPRESENTATION ONLY. REFERENCE SPECIFICATIONS, SECTION

628 FOR BRIDGE REQUIREMENTS.

2. SEE TRAIL PLAN AND TRAIL PROFILE SHEETS FOR HCL AND PGL

INFORMATION.

TYPICAL SECTION

PROFILE GRADE

EL

: 5

8.

EL

: 5

8.

100'-7"

.5

D

L C

AM

BE

R

AT

M

ID

SP

AN

-4.50% -4.50%

P:

\2

Pr oj ec ts

\2 5-

4.

N or th

C on ne ct or P ed es tri an

B rid ge R ep la ce m en t -

C

PW

\C

AD

\D ra w in gs \2

5-

4.

_S

TR

_G

EN

ER

AL

L

AY

O U

T.

dw g

(LOOKING AHEAD STATION)

File details come from the government source that posted it. Updated .