HomeMy WebLinkAboutEl Capitan Pedestrian Bridge Replacement Spec No 90254 PlansAPPROVED BYSPECIFICATION NO.DATEofSHEETReference Documents:City Standard Specifications - January 2016 EditionCity Engineering Standards - January 2016 Edition1.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ORPERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OFNORTHERN CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48)HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OFPOWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUNDFACILITIES. CONTRACTOR OR PERMITEE SHALL ALSO CONTACTTHE APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V.,WATER, SEWER, DRAINAGE OR UNDERGROUND FACILITIES.2.CONTRACTOR MUST POSSES AN ACTIVE AND VALID STATECONTRACTOR'S LICENSE, CLASS A, AT THE TIME OF BIDOPENING.index to planssheet no.descriptiongeneral notes:datum:san luis obispo county, californiaMatthew A. Horn, City Engineer R.C.E. C63611 Approved Datelegend:1609/04/201890254EL CAPITAN PEDESTRIAN BRIDGE REPLACEMENT11VICINITY MAP, GENERAL NOTES2DEMOLITION PLAN3IMPROVEMENT PLAN4DETAIL SHEET5EROSION CONTROL PLAN & DETAILSS001-S004GENERAL NOTESS201BRIDGE FOUNDATION PLANS401-S402STRUCTURAL DETAILSC1BRIDGE ELEVATIONC2BRIDGE PLANC3SECTIONC4DETAILSFILE NO./LOCATIONHORIZONTAL CONTROL FOR POINTS 8094 & 8091 AS PUBLISHEDIN THE CITY OF SAN LUIS OBISPO 2007 HORIZONTAL CONTROLNETWORK. CITY NETWORK IS BASED ON THE NORTH AMERICANDATUM OF 1983 (NAD83) EPOCH DATE 1991.35, ZONE 5CALIFORNIA.VERTICAL CONTROL BENCHMARK NO. 369 WITH AN ELEVATIONOF 165.42 AS PUBLISHED IN THE CITY OF SAN LUIS OBISPO 2007BENCHMARK SYSTEM. CITY'S BENCHMARK SYSTEM IS BASED ONTHE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).NTHE BENCH MARK FOR THIS PROJECT IS A LEAD AND A TACK ATTHE BCR AT SEC OF BROAD STREET AT EL CAPITAN WAYELEVATION 165.42 NAVD88 DATUMSCALE IN FEET3000150010000500SITEreferences:GEOTECHNICAL ENGINEERING REPORT, PREPARED BY EARTHSYSTEMS PACIFIC, DATED DECEMBER 29, 201718163-C-TITLAPPROVED: ___________12/18/2018
CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONEL CAPITAN PEDESTRIAN BRIDGE REPLACEMENT
NLSAHTWKTEMAS NOTED12/18/201816DEMOLITION PLAN218163-C-IMP90254APPROVED: ___________
CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONEL CAPITAN PEDESTRIAN BRIDGE REPLACEMENT
16IMPROVEMENT PLAN3 CONCRETE PAVEMENT2-SACK CEMENT SLURRYNLSAHTWKTEMAS NOTED12/18/201818163-C-IMP90254APPROVED: ___________
CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONEL CAPITAN PEDESTRIAN BRIDGE REPLACEMENT
16DETAIL SHEET4NLSAHTWKTEMAS NOTED12/18/201818163-C-IMP90254APPROVED: ___________
CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONEL CAPITAN PEDESTRIAN BRIDGE REPLACEMENT
16EROSION CONTROL PLAN & DETAILS5NLSAHTWKTEMAS NOTED12/18/201818163-C-IMP90254APPROVED: ___________
P:\02-Projects\2017\17113 - El Capitan Bridge Replacement\04-Structural\04-Drawings\Working_Set\S0_General Notes.dwg, 12/18/2018 2:54 PM, Tim Puerling
Date Signed:12/17/2018CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONEL CAPITAN PEDESTRIAN BRIDGE
DDRDDRDDRMDAAS NOTED12/17/2018SPEC NO.XGENERAL NOTESS001
P:\02-Projects\2017\17113 - El Capitan Bridge Replacement\04-Structural\04-Drawings\Working_Set\S0_General Notes.dwg, 12/18/2018 2:54 PM, Tim Puerling
Date Signed:12/17/2018CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONEL CAPITAN PEDESTRIAN BRIDGE
DDRDDRDDRMDAAS NOTED12/17/2018SPEC NO.XGENERAL NOTESS002
P:\02-Projects\2017\17113 - El Capitan Bridge Replacement\04-Structural\04-Drawings\Working_Set\S0_General Notes.dwg, 12/18/2018 2:54 PM, Tim Puerling
Date Signed:12/17/2018CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONEL CAPITAN PEDESTRIAN BRIDGE
DDRDDRDDRMDAAS NOTED12/17/2018SPEC NO.XGENERAL NOTESS003
P:\02-Projects\2017\17113 - El Capitan Bridge Replacement\04-Structural\04-Drawings\Working_Set\S0_General Notes.dwg, 12/18/2018 2:54 PM, Tim Puerling
Date Signed:12/17/2018CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONEL CAPITAN PEDESTRIAN BRIDGE
DDRDDRDDRMDAAS NOTED12/17/2018SPEC NO.XGENERAL NOTESS004
P:\02-Projects\2017\17113 - El Capitan Bridge Replacement\04-Structural\04-Drawings\Working_Set\S2_Structural Plans.dwg, 12/18/2018 2:54 PM, Tim Puerling
Date Signed:12/17/2018CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONEL CAPITAN PEDESTRIAN BRIDGE
DDRDDRDDRMDAAS NOTED12/17/2018SPEC NO.XBRIDGE FOUNDATION PLANS201
P:\02-Projects\2017\17113 - El Capitan Bridge Replacement\04-Structural\04-Drawings\Working_Set\Support\TB_Praxis_24x36.dwg, 4/6/2017 5:05 PM, Tim Puerling
Date Signed:12/17/2018CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONEL CAPITAN PEDESTRIAN BRIDGE
DDRDDRDDRMDAAS NOTED12/17/2018SPEC NO.XSTRUCTURAL DETAILSS401
P:\02-Projects\2017\17113 - El Capitan Bridge Replacement\04-Structural\04-Drawings\Working_Set\Support\TB_Praxis_24x36.dwg, 4/6/2017 5:05 PM, Tim Puerling
Date Signed:12/17/2018CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONEL CAPITAN PEDESTRIAN BRIDGE
DDRDDRDDRMDAAS NOTED12/17/2018SPEC NO.XSTRUCTURAL DETAILSS402
CONCRETE
ABUTMENT BOTTOM CHORD
BRIDGE ELEVATION
FLOOR BEAM
BRIDGE ELEVATION
22'
TOP
CHORD DIAGONALVERTICAL
9/22/2017
DYOB
DATE:
CHECKED:
DRAWN:
DYOB
DESIGNED:
APPROVED:
PROJECT NUMBER:I:\COMMON\ENGINEERING\DYO\DYOB\147466\BRIDGE147466.DWG 9/22/2017 6:02 PMSHEET NO.:
OF
147466
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® 22' Span x 8' Width
El Capitan
Pedestrian Bridge
San Luis Obispo, California
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 22' Span x 8' Width
Deck Type: Concrete
Bridge Finish: Weathering Steel
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8'BRACE
DIAGONAL
BOTTOM
CHORD
CONCRETE
DECK
FLOOR
BEAM
DECK BRACING FRAMING
SIDE DAM
BRIDGE PLAN
9/22/2017
DYOB
DATE:
CHECKED:
DRAWN:
DYOB
DESIGNED:
APPROVED:
PROJECT NUMBER:I:\COMMON\ENGINEERING\DYO\DYOB\147466\BRIDGE147466.DWG 9/22/2017 6:02 PMSHEET NO.:
OF
147466
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® 22' Span x 8' Width
El Capitan
Pedestrian Bridge
San Luis Obispo, California
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
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SECTION
8'TOP CHORD
CONCRETE DECK
(BY OTHERS)
DIAGONAL
BRACE
DIAGONAL
VERTICAL
BOTTOM CHORD
SAFETY RAIL
RUB RAIL
TOE PLATE 42" (Min)9/22/2017
DYOB
DATE:
CHECKED:
DRAWN:
DYOB
DESIGNED:
APPROVED:
PROJECT NUMBER:I:\COMMON\ENGINEERING\DYO\DYOB\147466\BRIDGE147466.DWG 9/22/2017 6:02 PMSHEET NO.:
OF
147466
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® 22' Span x 8' Width
El Capitan
Pedestrian Bridge
San Luis Obispo, California
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
C C
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
14"RUB RAIL DETAIL
∠ 114 x 114 x 18 x 5" LG W/
(2) Ø14" 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
MIN.COVERVARIESFLOOR
BEAM
CONCRETE DECK REINFORCING
LAPLAP FLOOR BEAMFORM DECK DETAIL
GALVANIZED
FORM DECK
9/22/2017
DYOB
DATE:
CHECKED:
DRAWN:
DYOB
DESIGNED:
APPROVED:
PROJECT NUMBER:I:\COMMON\ENGINEERING\DYO\DYOB\147466\BRIDGE147466.DWG 9/22/2017 6:02 PMSHEET NO.:
OF
147466
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® 22' Span x 8' Width
El Capitan
Pedestrian Bridge
San Luis Obispo, California
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
C C