12-Pecan Valley Bridge ADDENDUM 03 - Structural Sheet REV.pdf
PDF 1 MB Posted
- Attached to
- ITB Pecan Valley Golf Course Bridge Replacement
- Solicitation number
- 26-0310
- Issued by
- Tarrant County, Texas
About this file
This is an addendum to structural sheets for the Pecan Valley Golf Course Bridge Replacement project, a City of Fort Worth, Texas Parks & Recreation Department initiative designed by Baird, Hampton & Brown engineering firm (TBPELS Firm #44, #10011302). The project involves the demolition and removal of an existing bridge, two concrete abutments, and several trees, along with concrete sidewalks, followed by construction of one replacement bridge with two new concrete abutments, new sidewalks, and newly planted trees. The bridge specifications include a clear width of 8 feet, metal and concrete deck options, vertical safety rails, rub rails, and a truss configuration with floor beams and diagonal bracing. The structural sheet revision, dated August 19, 2026, provides bridge profile details symmetrical about the center line, with the actual profile and configuration subject to manufacturer variation and requiring shop drawing approval from the architect, engineer, and owner prior to construction.
The project is located at Pecan Valley Golf Course in Fort Worth, Texas, with control point coordinates and elevation data provided for survey purposes. The contractor is required to contact multiple utility providers including AT&T, Fort Worth Water Department, Fort Worth Transportation & Public Works, Atmos Energy, ONCOR, TXU Energy, SBC Telephone, and Charter Communications at least 48 hours prior to excavation. The contractor must also protect all existing trees, fences, retaining walls, and structures unless otherwise specified. The project documentation references coordination with civil and abutment details, with verification required regarding horizontal and vertical control measurements relative to the bridge centerline.
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Text version
CLEAR WIDTH OF BRIDGE
8' - 0"
1.
3'
- 6
"4.
BY
M
AN
UF
AC
TU
RE
R
TR
US
S
DE
PT
H
METAL DECK CONCRETE DECK
SIDE DAM
TOE RAIL
VERTICAL
SAFETY RAIL
RUB RAIL
TOP CHORD
BOTTOM CHORD
FLOOR BEAM
BRACE DIAGONAL
NOTE:
1. BRIDGE PROFILE SHOWN FOR INFORMATION ONLY. ACTUAL PROFILE AND CONFIGURATION WILL VARY FROM MANUFACTURER TO MANUFACTURER. SUBMIT SHOP DRAWINGS OF BRIDGE PROFILE TO ARCHITECT, ENGINEER, AND OWNER FOR APPROVAL.
INCREASE ABUTMENT WIDTH
IF LARGER THAN 1'-0"
INCREASE ABUTMENT WIDTH
IF LARGER THAN 1'-0"
PIPING/CONDUIT
ALL THREAD CONNECTION
TO FLOOR BEAM
UNISTRUT PIPE/CONDUIT
SUPPORT
5'- 0"
2'- 5"
VERIFY W/ CIVIL& ABUTMENTS
+/- 150'-0"
CL OF BRIDGESYMMETRICAL ABOUT
DIAGONALVERTICAL
METAL DECK
TOP CHORD
CONCRETE DECK
FLOOR BEAM
BOTTOM CHORD
NOTE:
1. BRIDGE PROFILE SHOWN FOR INFORMATION ONLY. ACTUAL PROFILE AND CONFIGURATION WILL VARY FROM MANUFACTURER TO MANUFACTURER.
SUBMIT SHOP DRAWINGS OF BRIDGE PROFILE TO ARCHITECT, ENGINEER, AND OWNER FOR APPROVAL.
NEW ABUTMENTS
SEE DETAILS
HORIZONTAL & VERTICAL CONTROL
NO.
DESCRIPTION
REVISIONS
DATE
CONSTRUCTION NOTES
PE
C
AN
V
AL
LE
Y G
O
LF
C O
U R
SE
B
R
ID
G E
R
EP
LA
C
EM
EN
T X
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D O
E#
PARK & RECREATION DEPARTMENT
CITY OF FORT WORTH, TEXAS
6300 Ridglea Pl, Suite 700 | Fort Worth, TX 76116
BAIRD, HAMPTON & BROWN
engineering & surveying
(817)251-8550 | mail@bhbinc.com | TBPELS Firm #44, #10011302
BHB PROJECT # 2024.723.000
PECAN VALLEY GOLF COURSE
BRIDGE REPLACEMENT
N
W
S
E
CONTROL POINT #50CONTROL POINT #50
5/8" CIRS5/8" CIRS
N: 6924554.65N: 6924554.65 E: 2292100.19E: 2292100.19
ELEV: 625.47ELEV: 625.47
DOEDOE
CITY PROJECTCITY PROJECT
TPW PROJECTTPW PROJECT
WATER PROJECTWATER PROJECT
SEWER PROJECTSEWER PROJECT
MAP NO.MAP NO.
K-K-
MAPSCO NO. 87-YMAPSCO NO. 87-Y
AT&T 1-800-878-8711AT&T 1-800-878-8711
FORT WORTH WATER DEPT.-FIELD OPERATIONS (817) 871-8296FORT WORTH WATER DEPT.-FIELD OPERATIONS (817) 871-8296
FORT WORTH T&PW (817) 871-8100FORT WORTH T&PW (817) 871-8100
ATMOS ENERGY (817) 215-4366ATMOS ENERGY (817) 215-4366
ONCOR GAS & ELECTRIC (817) 215-6214ONCOR GAS & ELECTRIC (817) 215-6214
TXU ENERGY 1-800-233-2133TXU ENERGY 1-800-233-2133
SBC TELEPHONE (817) 338-6819SBC TELEPHONE (817) 338-6819
CHARTER COMM. (817) 509-6272 EXT. 3363CHARTER COMM. (817) 509-6272 EXT. 3363
ALL OTHER FACILITIES 1-800-DIG-TESSALL OTHER FACILITIES 1-800-DIG-TESS
THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TOTHE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO
EXCAVATING AT EACH LOCATION:EXCAVATING AT EACH LOCATION:
NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES,NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE
NOTED.NOTED.
CONTROL POINT #53 CONTROL POINT #53
5/8" CIRS 5/8" CIRS
N: 6924376.80 N: 6924376.80 E: 2291946.51 E: 2291946.51
ELEV: 625.63 ELEV: 625.63
CONTROL POINT #52CONTROL POINT #52
5/8" CIRS5/8" CIRS
N: 6924565.40N: 6924565.40 E: 2291874.49E: 2291874.49
ELEV: 627.13ELEV: 627.13
DESIGNED:DESIGNED:
DRAWN:DRAWN:
SCALE:SCALE: DATE:DATE: SHEETSHEET
As indicated
JL
BRIDGE STEEL DETAILS
08/04/2026JL 18
NO SCALE
2 BRIDGE SECTION
SCALE: 3/8" = 1'-0"
1 BRIDGE PROFILE
ADDENDUM 02 08/19/2026
08/19/2026
18 - BRIDGE STEEL DETAILS
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