HomeMy WebLinkAboutENCLAVE AT REDWOOD - FDP220014 - SUBMITTAL DOCUMENTS - ROUND 7 - Street Related DocumentRevisions:
STATE OF COLORADO
DateByDescriptionNo.
DRAWN BY:
SCALE:
CHECKED BY:
JOB NO.:
DATE:
DESIGNED BY:
SHEET NO.:
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03/8/2024
AS SHOWN
240396
CONCEPT
CONCRETE
ABUTMENT BOTTOM CHORD FLOOR BEAM
BRIDGE ELEVATION
35'
TOP
CHORD DIAGONALVERTICAL
1/30/2024
DYOB
DATE:
CHECKED:
DRAWN:
DYOB
DESIGNED:
APPROVED:
PROJECT NUMBER:
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SHEET NO.:
OF
222769
4
The graphic information and details contained in these plans is schematic in nature. The plans, elevations and sections have been developed automatically in a way that demonstrates your current input in a relative and proportional manner. The details included in these plans have been
selected to represent commonly built construction assemblies. These are not Engineering drawings, and as such, the details may vary in the final design for your project depending on many variables that are selected in your final scope of work and specifications.PRELIMINARY
NOT FOR CONSTRUCTION
1
CONTECH
DRAWING
DYOB®
800-338-1122 513-645-7000 513-645-7993 FAX
9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069
REVISION DESCRIPTIONDATEMARK BY
RCONTINENTAL
BRIDGE
Connector® 35' Span x 10' Width
Enclave at Redwood
Pedestrian Bridge
Fort Collins, Colorado
The design and information shown on this drawing is provided
as a service to the project owner, engineer and contractor by
Contech Engineered Solutions LLC ("Contech"). Neither this
drawing, nor any part thereof, may be used, reproduced or
modified in any manner without the prior written consent of
Contech. Failure to comply is done at the user's own risk and
Contech expressly disclaims any liability or responsibility for
such use.
If discrepancies between the supplied information upon which
the drawing is based and actual field conditions are encountered
as site work progresses, these discrepancies must be reported
to Contech immediately for re-evaluation of the design. Contech
accepts no liability for designs based on missing, incomplete or
inaccurate information supplied by others.
www.contechES.com
BRIDGE SUMMARY
Connector Pedestrian Bridge 35' Span x 10' Width
Deck Type: Concrete
Bridge Finish: Weathering Steel
BRACE
DIAGONAL
BOTTOM
CHORD
CONCRETE
DECK
FLOOR
BEAM
DECK BRACING FRAMING
SIDE DAM
BRIDGE PLAN
10
'
1/30/2024
DYOB
DATE:
CHECKED:
DRAWN:
DYOB
DESIGNED:
APPROVED:
PROJECT NUMBER:
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P
M
SHEET NO.:
OF
222769
4
The graphic information and details contained in these plans is schematic in nature. The plans, elevations and sections have been developed automatically in a way that demonstrates your current input in a relative and proportional manner. The details included in these plans have been
selected to represent commonly built construction assemblies. These are not Engineering drawings, and as such, the details may vary in the final design for your project depending on many variables that are selected in your final scope of work and specifications.PRELIMINARY
NOT FOR CONSTRUCTION
2
CONTECH
DRAWING
DYOB®
800-338-1122 513-645-7000 513-645-7993 FAX
9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069
REVISION DESCRIPTIONDATEMARK BY
RCONTINENTAL
BRIDGE
Connector® 35' Span x 10' Width
Enclave at Redwood
Pedestrian Bridge
Fort Collins, Colorado
The design and information shown on this drawing is provided
as a service to the project owner, engineer and contractor by
Contech Engineered Solutions LLC ("Contech"). Neither this
drawing, nor any part thereof, may be used, reproduced or
modified in any manner without the prior written consent of
Contech. Failure to comply is done at the user's own risk and
Contech expressly disclaims any liability or responsibility for
such use.
If discrepancies between the supplied information upon which
the drawing is based and actual field conditions are encountered
as site work progresses, these discrepancies must be reported
to Contech immediately for re-evaluation of the design. Contech
accepts no liability for designs based on missing, incomplete or
inaccurate information supplied by others.
www.contechES.com
SECTION
10'TOP CHORD
CONCRETE DECK
(BY OTHERS)
DIAGONAL
BRACE
DIAGONAL
VERTICAL
BOTTOM CHORD
SAFETY PICKET
RUB RAIL
TOE PLATE
54
"
(
M
i
n
)
1/30/2024
DYOB
DATE:
CHECKED:
DRAWN:
DYOB
DESIGNED:
APPROVED:
PROJECT NUMBER:
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1/
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P
M
SHEET NO.:
OF
222769
4
The graphic information and details contained in these plans is schematic in nature. The plans, elevations and sections have been developed automatically in a way that demonstrates your current input in a relative and proportional manner. The details included in these plans have been
selected to represent commonly built construction assemblies. These are not Engineering drawings, and as such, the details may vary in the final design for your project depending on many variables that are selected in your final scope of work and specifications.PRELIMINARY
NOT FOR CONSTRUCTION
3
CONTECH
DRAWING
DYOB®
800-338-1122 513-645-7000 513-645-7993 FAX
9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069
REVISION DESCRIPTIONDATEMARK BY
RCONTINENTAL
BRIDGE
Connector® 35' Span x 10' Width
Enclave at Redwood
Pedestrian Bridge
Fort Collins, Colorado
The design and information shown on this drawing is provided
as a service to the project owner, engineer and contractor by
Contech Engineered Solutions LLC ("Contech"). Neither this
drawing, nor any part thereof, may be used, reproduced or
modified in any manner without the prior written consent of
Contech. Failure to comply is done at the user's own risk and
Contech expressly disclaims any liability or responsibility for
such use.
If discrepancies between the supplied information upon which
the drawing is based and actual field conditions are encountered
as site work progresses, these discrepancies must be reported
to Contech immediately for re-evaluation of the design. Contech
accepts no liability for designs based on missing, incomplete or
inaccurate information supplied by others.
www.contechES.com
BEARING SIDE VIEW
INFORMATION PROVIDED FOR REPRESENTATION ONLY.
ACTUAL BEARING DIAGRAMS TO BE BASED ON FINAL DESIGN.
CONCRETE
ABUTMENT
SETTING PLATE
BASE PLATE
BOTTOM CHORD
END FLOOR BEAM
END VERTICAL
CONCRETE DECK
ANCHOR RODS
1
4"
RUB RAIL DETAIL
∠ 11 4 x 11 4 x 18 x 5" LG
W/(2) Ø1 4" x 112" LG ZINC
PLATED CARRIAGE
BOLTS AT EACH
VERTICAL
CONT 5 4" x 6" NOM
IRON WOODS®
CLEAR ALL HEART
RUB RAIL S4S
LATERAL
REINFORCING
FORM DECK CONCRETE DECK
(BY OTHERS)
LONGITUDINAL
REINFORCING
MI
N
.
CO
V
E
R
VA
R
I
E
S
FLOOR
BEAM
CONCRETE DECK REINFORCING
LAP
LAP
FLO
O
R
B
E
A
M
FORM DECK DETAIL
GALVANIZED
FORM DECK
1/30/2024
DYOB
DATE:
CHECKED:
DRAWN:
DYOB
DESIGNED:
APPROVED:
PROJECT NUMBER:
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1/
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/
2
0
2
4
5
:
4
1
P
M
SHEET NO.:
OF
222769
4
The graphic information and details contained in these plans is schematic in nature. The plans, elevations and sections have been developed automatically in a way that demonstrates your current input in a relative and proportional manner. The details included in these plans have been
selected to represent commonly built construction assemblies. These are not Engineering drawings, and as such, the details may vary in the final design for your project depending on many variables that are selected in your final scope of work and specifications.PRELIMINARY
NOT FOR CONSTRUCTION
4
CONTECH
DRAWING
DYOB®
800-338-1122 513-645-7000 513-645-7993 FAX
9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069
REVISION DESCRIPTIONDATEMARK BY
RCONTINENTAL
BRIDGE
Connector® 35' Span x 10' Width
Enclave at Redwood
Pedestrian Bridge
Fort Collins, Colorado
The design and information shown on this drawing is provided
as a service to the project owner, engineer and contractor by
Contech Engineered Solutions LLC ("Contech"). Neither this
drawing, nor any part thereof, may be used, reproduced or
modified in any manner without the prior written consent of
Contech. Failure to comply is done at the user's own risk and
Contech expressly disclaims any liability or responsibility for
such use.
If discrepancies between the supplied information upon which
the drawing is based and actual field conditions are encountered
as site work progresses, these discrepancies must be reported
to Contech immediately for re-evaluation of the design. Contech
accepts no liability for designs based on missing, incomplete or
inaccurate information supplied by others.
www.contechES.com