140L5723R0009_Attachment_02_Plans.pdf

PDF 3 MB Posted Aug 4, 2023

Attached to: Canyon Country District Boat Ramp Repairs
Solicitation number: 140L5723R0009
Issued by: Department of the Interior Bureau of Land Management Utah Region

About this file

Written by GovTribe AI · Dec 21, 2023

This document package includes construction plans and specifications for boat ramp repair projects at three locations within the Canyon Country District of the Bureau of Land Management in Utah. The plans cover repairs at Dewey Bridge boat ramp, Lower Onion Creek boat ramp, and Rocky Rapid boat ramp, and include title sheets, site plans, grading plans, sections and dimensions, and construction details for each location. Relevant specifications address foundation and reinforcing steel requirements. The related solicitation seeks bids for boat ramp repairs in accordance with the specifications and Construction Clauses. The solicitation number is 140L5723R0009 and was issued by the Bureau of Land Management Utah Region under the Department of the Interior. Bids are due by the date specified in the solicitation for awarding the contract for repairs at the three boat ramp locations.

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Other files

File	Type	Posted
140L5723R0009_Amendment_0001_Canyon_Country_District_Boat_Ramps_0001.pdf	PDF	Aug 25, 2023
140L5723R0009_Amendment_0001_Attachmement_06_Site_Visit_Q_A_0001.pdf	PDF	Aug 25, 2023
Sol_140L5723R0009_Amd_0001.pdf	PDF	Aug 25, 2023
140L5723R0009_Attachment_04_Wage_Determination_UT20230017_01-06-2023.pdf	PDF	Aug 4, 2023
Sol_140L5723R0009.pdf	PDF	Aug 4, 2023
140L5723R0009_Attachment_05_Limitations_on_Subcontracting_Breakout.xlsx	XLSX spreadsheet	Aug 4, 2023
140L5723R0009_Attachment_01_SOW_Specifications.pdf	PDF	Aug 4, 2023
140L5723R0009_Attachment_03_Bid_Schedule.xlsx	XLSX spreadsheet	Aug 4, 2023

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1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOBSITE CONDITIONS PRIOR TO THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOBSITE CONDITIONS PRIOR TO COMMENCEMENT OF WORK. ANY DISCREPANCIES BETWEEN THE SITE AND DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER (CO) PRIOR TO CONSTRUCTION. 2. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND, UNLESS NOTED THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND, UNLESS NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. 3. TEMPORARY SHOWING, BRACING FORMING, SCAFFOLDING, COFFER DAMS, ETC. ARE THE SOLE TEMPORARY SHOWING, BRACING FORMING, SCAFFOLDING, COFFER DAMS, ETC. ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR OR SUBCONTRACTORS AND HAVE NOT BEEN CONSIDERED BY THE ENGINEER. THE ENGINEER SHOULD BE CONSULTED FOR INTERIM DESIGN FOR LOADS APPLIED TO AN UNFINISHED STRUCTURE. 4. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND CONSENT OF NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND CONSENT OF THE ENGINEER. 5. NO DEVIATION FROM STRUCTURAL DETAILS SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF NO DEVIATION FROM STRUCTURAL DETAILS SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. APPROVAL FROM THE GOVERNING AGENCY DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM THE PLANS AND SPECIFICATIONS

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1. THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 4000 PSI. THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 4000 PSI. 2. SLUMP 4" MAXIMUM, AGGREGATE " MAXIMUM, AIR CONTENT 6+/- 1 SLUMP 4" MAXIMUM, AGGREGATE " MAXIMUM, AIR CONTENT 6+/- 1 34" MAXIMUM, AIR CONTENT 6+/- 1 3. CONSOLIDATE CONCRETE PLACED IN FORMS BY MECHANICAL VIBRATING EQUIPMENT AND CONSOLIDATE CONCRETE PLACED IN FORMS BY MECHANICAL VIBRATING EQUIPMENT AND PROCEDURES FOR CONSOLIDATION OF CONCRETE IN ACCORDANCE WITH THE RECOMMENDED PRACTICES OF ACI 309 TO SUIT THE TYPE OF CONCRETE AND PROJECT CONDITIONS. 4. PROVIDE " CHAMFERS AT ALL EXPOSED CORNERS, U.N.O. PROVIDE " CHAMFERS AT ALL EXPOSED CORNERS, U.N.O. 34" CHAMFERS AT ALL EXPOSED CORNERS, U.N.O. 5. ALL SLABS ON GRADE SHALL HAVE A MINIMUM THICKNESS OF 6" AND BE REINFORCED WITH #4 ALL SLABS ON GRADE SHALL HAVE A MINIMUM THICKNESS OF 6" AND BE REINFORCED WITH #4 BARS @ 18" O.C. E.W. 6. ALL SLABS ON GRADE SHALL BE PLACED OVER AGGREGATE BASE COMPACTED TO A MINIMUM OF ALL SLABS ON GRADE SHALL BE PLACED OVER AGGREGATE BASE COMPACTED TO A MINIMUM OF 95% RELATIVE DENSITY. STRUCTURE AND, UNLESS NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION.

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REINFORCING STEEL NOTES

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1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60 UNLESS SPECIFICALLY NOTED ALL REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60 UNLESS SPECIFICALLY NOTED OTHERWISE. 2. CONCRETE CLEAR COVERAGE TO REINFORCING STEEL SHALL CONFORM TO THE FOLLOWING CONCRETE CLEAR COVERAGE TO REINFORCING STEEL SHALL CONFORM TO THE FOLLOWING MINIMUMS. 2.1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" 2.2. CONCRETE NOT EXPOSED TO EARTH, WATER, OR WEATHER: 1- " CONCRETE NOT EXPOSED TO EARTH, WATER, OR WEATHER: 1- " 12" 2.3. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: " CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: " 34" 3. SPLICES IN CONTINUOUS REINFORCEMENT SHALL BE LAPPED U.N.O. IN NO CASE SHALL SPLICES BE SPLICES IN CONTINUOUS REINFORCEMENT SHALL BE LAPPED U.N.O. IN NO CASE SHALL SPLICES BE LESS THAN 40 BAR DIAMETERS. SPLICES IN ADJACENT BARS SHALL NOT BE LESS THAN 5' APART. 4. ALL HOOKS SHALL BE STANDARD HOOKS UNLESS OTHERWISE SHOWN OR NOTED. ALL HOOKS SHALL BE STANDARD HOOKS UNLESS OTHERWISE SHOWN OR NOTED. 5. FIELD BENDING OF REINFORCING BARS SHALL BE REVIEWED BY THE ENGINEER. BENDING MAY BE FIELD BENDING OF REINFORCING BARS SHALL BE REVIEWED BY THE ENGINEER. BENDING MAY BE UNIFORMLY PREHEATED TO 1400 TO 1600 DEGREES F, AND BENT PER CRSI RECOMMENDATIONS.

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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TITLE PAGE

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DEWEY BRIDGE BOAT RAMP

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CANYON COUNTRY

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CANYON.COUNTRY.DISTRICT/UTAH

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DEWEY.BRIDGE.BOAT.RAMP

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DEWEY BRIDGE BOAT RAMP

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DEWEY BRIDGE BOAT RAMP

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WATER SURFACE VARIES

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SECTION A-A

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#4 BAR @ 18" O.C. E.W. CONTRACTOR FIELD BEND INTO SLAB

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(2) #4 T&B#4 T&B

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(2) #4 EF#4 EF

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18 " SAWCUT OR TOOLED JOINT

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12"DIA. X 18" DOWEL @ 18" O.C.

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1ST POUR

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SECTION B-B

#4 BAR @ 18" O.C.

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1. THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 4000 PSI. THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 4000 PSI. 2. SLUMP 4" MAXIMUM, AGGREGATE " MAXIMUM, AIR CONTENT 6+/- 1 SLUMP 4" MAXIMUM, AGGREGATE " MAXIMUM, AIR CONTENT 6+/- 1 34" MAXIMUM, AIR CONTENT 6+/- 1 3. CONSOLIDATE CONCRETE PLACED IN FORMS BY MECHANICAL VIBRATING EQUIPMENT AND CONSOLIDATE CONCRETE PLACED IN FORMS BY MECHANICAL VIBRATING EQUIPMENT AND PROCEDURES FOR CONSOLIDATION OF CONCRETE IN ACCORDANCE WITH THE RECOMMENDED PRACTICES OF ACI 309 TO SUIT THE TYPE OF CONCRETE AND PROJECT CONDITIONS. 4. PROVIDE " CHAMFERS AT ALL EXPOSED CORNERS, U.N.O. PROVIDE " CHAMFERS AT ALL EXPOSED CORNERS, U.N.O. 34" CHAMFERS AT ALL EXPOSED CORNERS, U.N.O. 5. ALL SLABS ON GRADE SHALL HAVE A MINIMUM THICKNESS OF 6" AND BE REINFORCED WITH #4 ALL SLABS ON GRADE SHALL HAVE A MINIMUM THICKNESS OF 6" AND BE REINFORCED WITH #4 BARS @ 18" O.C. E.W. 6. ALL SLABS ON GRADE SHALL BE PLACED OVER AGGREGATE BASE COMPACTED TO A MINIMUM OF ALL SLABS ON GRADE SHALL BE PLACED OVER AGGREGATE BASE COMPACTED TO A MINIMUM OF 95% RELATIVE DENSITY. DRAWINGS, UNLESS NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION.

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REINFORCING STEEL NOTES

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LOWE ONION CREEK BOAT RAMP

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LO Cut & Fill revised

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DESCRIPTION

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MARK

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APPROVED

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DATE

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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SECTIONS AND DIMENSIONS

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LOWE ONION CREEK BOAT RAMP

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CANYON COUNTRY

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CANYON COUNTRY

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S. JOHNSON

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S. JOHNSON

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J. RICH

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S. JOHNSON

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CONSTRUCTION JOINT

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CONTROL JOINT

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DESIGN OFFICE:

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PROJECT NO:

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DRAWN BY:

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SHEET

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DATE:

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DESCRIPTION

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MARK

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APPROVED

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DATE

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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DETAILS

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LOWE ONION CREEK BOAT RAMP

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CANYON COUNTRY

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CANYON COUNTRY

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S. JOHNSON

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S. JOHNSON

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J. RICH

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S. JOHNSON

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SECTION A-A

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#4 BAR @ 18" O.C. E.W. CONTRACTOR FIELD BEND INTO SLAB

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(2) #4 T&B#4 T&B

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(2) #4 EF#4 EF

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18 " SAWCUT OR TOOLED JOINT

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12"DIA. X 18" DOWEL @ 18" O.C.

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1ST POUR

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2ND POUR

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SECTION B-B

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CANYON.COUNTRY.BOAT.RAMP.REPAIRS

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ROCKY.RAPID.BOAT.RAMP

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CANYON.COUNTRY.DISTRICT/UTAH

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%%UDRAWING INDEX

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%%UVICINITY MAP

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SAFETY

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ALWAYS THINK

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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BLM DISTRICT OFFICE

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BLM STATE OFFICE

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STATE CAPITOL

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U.S. HIGHWAY

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INTERSTATE HIGHWAY

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DESCRIPTION

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SYMBOL

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DESCRIPTION

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SYMBOL

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%%USTATE REFERENCE MAP

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CEDAR CITY

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ST. GEORGE

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NEVADA

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FILLMORE

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%%UUTAH

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ARIZONA

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RICHFIELD

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COLORADO

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MOAB

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IDAHO

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WYOMING

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VERNAL

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SALT LAKE CITY

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PROVO

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OGDEN

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BRIGHAM

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CITY

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LOGAN

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KANAB

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GREEN RIVER

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SUB

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SHEET

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SHEET

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TITLE OF SHEET

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TITLE SHEET

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SITE PLAN

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GRADING PLAN

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SECTIONS AND DIMENSIONS

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TYPICAL DETAILS

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GENERAL NOTES

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FOUNDATION NOTES

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1. THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 4000 PSI. THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 4000 PSI. 2. SLUMP 4" MAXIMUM, AGGREGATE " MAXIMUM, AIR CONTENT 6+/- 1 SLUMP 4" MAXIMUM, AGGREGATE " MAXIMUM, AIR CONTENT 6+/- 1 34" MAXIMUM, AIR CONTENT 6+/- 1 3. CONSOLIDATE CONCRETE PLACED IN FORMS BY MECHANICAL VIBRATING EQUIPMENT AND CONSOLIDATE CONCRETE PLACED IN FORMS BY MECHANICAL VIBRATING EQUIPMENT AND PROCEDURES FOR CONSOLIDATION OF CONCRETE IN ACCORDANCE WITH THE RECOMMENDED PRACTICES OF ACI 309 TO SUIT THE TYPE OF CONCRETE AND PROJECT CONDITIONS. 4. PROVIDE " CHAMFERS AT ALL EXPOSED CORNERS, U.N.O. PROVIDE " CHAMFERS AT ALL EXPOSED CORNERS, U.N.O. 34" CHAMFERS AT ALL EXPOSED CORNERS, U.N.O. 5. ALL SLABS ON GRADE SHALL HAVE A MINIMUM THICKNESS OF 6" AND BE REINFORCED WITH #4 ALL SLABS ON GRADE SHALL HAVE A MINIMUM THICKNESS OF 6" AND BE REINFORCED WITH #4 BARS @ 18" O.C. E.W. 6. ALL SLABS ON GRADE SHALL BE PLACED OVER AGGREGATE BASE COMPACTED TO A MINIMUM OF ALL SLABS ON GRADE SHALL BE PLACED OVER AGGREGATE BASE COMPACTED TO A MINIMUM OF 95% RELATIVE DENSITY. DRAWINGS, UNLESS NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION.

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REINFORCING STEEL NOTES

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DESCRIPTION

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MARK

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BUREAU OF LAND MANAGEMENT

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TITLE PAGE

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ROCKY RAPID BOAT RAMP

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CANYON COUNTRY

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CANYON COUNTRY

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S. JOHNSON

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S. JOHNSON

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J. RICH

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S. JOHNSON

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Feet 0 100 200

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MARK

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BUREAU OF LAND MANAGEMENT

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SITE PLAN

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ROCKY RAPID BOAT RAMP

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CANYON COUNTRY

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CANYON COUNTRY

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S. JOHNSON

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S. JOHNSON

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J. RICH

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S. JOHNSON

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Cut/Fill Summary Name

RockyDownstreamCut&Fill Use

Totals

Cut Factor

1.100

Fill Factor

0.850

2d Area

2089.51 Sq. Ft.

Cut

101.22 Cu. Yd.

Fill

0.55 Cu. Yd.

Net

100.67 Cu. Yd.<Cut>

Cut/Fill Summary Name

RockyUpstream Cut & Fill RockyDownstream Cut & Fill Rocky Cut & Fill

Totals

Cut Factor

1.100 1.100 1.100

Fill Factor

0.850 0.850 0.850

2d Area

3161.91 Sq. Ft.

0.00 Sq. Ft.

3497.20 Sq. Ft.

6659.11 Sq. Ft.

Cut

157.12 Cu. Yd.

0.00 Cu. Yd.

293.85 Cu. Yd.

450.97 Cu. Yd.

Fill

0.00 Cu. Yd.

0.04 Cu. Yd.

Net

157.12 Cu. Yd.<Cut>

0.00 Cu. Yd.<Fill>

293.81 Cu. Yd.<Cut>

450.93 Cu. Yd.<Cut>

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MARK

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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GRADING PLAN

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ROCKY RAPID BOAT RAMP

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CANYON COUNTRY

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CANYON COUNTRY

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S. JOHNSON

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S. JOHNSON

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J. RICH

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S. JOHNSON

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UPSTREAM EDGE PROFILE

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CENTERLINE PROFILE

DOWNSTREAM EDGE PROFILE

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MARK

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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SECTIONS & DIMENSIONS

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ROCKY RAPID BOAT RAMP

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CANYON COUNTRY

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CANYON COUNTRY

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S. JOHNSON

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S. JOHNSON

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J. RICH

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S. JOHNSON

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CONSTRUCTION JOINT

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MARK

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BUREAU OF LAND MANAGEMENT

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DETAILS

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ROCKY RAPID BOAT RAMP

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CANYON COUNTRY

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CANYON COUNTRY

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S. JOHNSON

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S. JOHNSON

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J. RICH

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S. JOHNSON

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WATER SURFACE VARIES

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SECTION A-A

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#4 BAR @ 18" O.C. E.W. CONTRACTOR FIELD BEND INTO SLAB

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(2) #4 T&B#4 T&B

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(2) #4 EF#4 EF

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18 " SAWCUT OR TOOLED JOINT

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12"DIA. X 18" DOWEL @ 18" O.C.

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1ST POUR

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2ND POUR

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SECTION B-B

Dewey Bridge boat ramp plans.pdf

Dewey Bridge boat ramp-T1.pdf

Sheets and Views

Dewey Bridge boat ramp-C1.pdf

Sheets and Views

Dewey Bridge boat ramp-C2.pdf

Sheets and Views

Dewey Bridge boat ramp-C3.pdf

Sheets and Views

Dewey Bridge boat ramp-D1.pdf

Sheets and Views

Lower Onion Creek boat ramp plans.pdf

Lower Onion Creek boat ramp-T1.pdf

Sheets and Views

Lower Onion Creek boat ramp-C1.pdf

Sheets and Views

Lower Onion Creek boat ramp-C2.pdf

Sheets and Views

Lower Onion Creek boat ramp-C3.pdf

Sheets and Views

Lower Onion Creek boat ramp-D1.pdf

Sheets and Views

Rocky Rapid boat ramp plans.pdf

Rocky Rapid boat ramp-T1.pdf

Sheets and Views

Rocky Rapid boat ramp-C1.pdf

Sheets and Views

Rocky Rapid boat ramp-C2.pdf

Sheets and Views

Rocky Rapid boat ramp-C3.pdf

Sheets and Views

Rocky Rapid boat ramp-D1.pdf

Sheets and Views

File details come from the government source that posted it. Updated Aug 4, 2023.