LSR Boat Ramps Phase 2 drawings 1Feb21.pdf

PDF 7 MB Posted Apr 1, 2021

Attached to: LSR BOAT RAMP IMPROVEMENTS PHASE 2 Federal contract opportunity
Solicitation number: 140L2621R0004
Issued by: Department of the Interior Bureau of Land Management Idaho Region

About this file

Written by GovTribe AI · Dec 28, 2023

This document package includes construction drawings and specifications for a federal contract opportunity to improve boat ramp facilities along the Lower Salmon River in Idaho. The Bureau of Land Management seeks to upgrade three existing boat ramp sites - Slate Creek, Old Lucile, and White Bird Gravel Pit - by demolishing and replacing deteriorated concrete ramp sections. Work includes clearing and grubbing, excavation, placement of class 3 riprap, and installation of new cast-in-place concrete boat ramps totaling approximately 241 cubic yards. Bidders must follow design plans for layout, dimensions, reinforcement details and construction sequencing. The contractor will be responsible for traffic control, erosion control, dewatering, and environmental protection measures during the project duration.

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Other files for this federal contract opportunity

Other files attached to LSR BOAT RAMP IMPROVEMENTS PHASE 2, newest first.
File	Type	Posted
Drawing Book_final drawing set_0001.pdf	PDF	Apr 29, 2021
01-prebid conference record_1510-56 (3)_0001.pdf	PDF	Apr 29, 2021
Sol_140L2621R0004_Amd_0001.pdf	PDF	Apr 29, 2021
LSRBR SCRs.pdf	PDF	Apr 1, 2021
SF 24 Bid Bond.pdf	PDF	Apr 1, 2021
Sol_140L2621R0004.pdf	PDF	Apr 1, 2021

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U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

LOWER SALMON RIVER BOAT RAMP IMPROVEMENTS PHASE 2

INDEX OF DRAWINGS

PROJECT LOCATION

CALL 2 BUSINESS DAYS IN ADVANCE BEFORE

YOU DIG, GRADE, OR EXCAVATE FOR THE

MARKING OF UNDERGROUND MEMBER

UTILITIES

Call before you dig.

Know what's below .

PROJECT VICINITY

PROJECT

LOCATION

GENERAL

G-001 COVER SHEET

G-002 SITE MAPS

G-003 GENERAL NOTES

CIVIL

C-001 SLATE CREEK EXISTING SITE CONDITIONS

C-002 SLATE CREEK DEMOLITION PLAN

C-003 SLATE CREEK SITE PLAN

C-004 OLD LUCILE EXISTING SITE CONDITIONS

C-005 OLD LUCILE DEMOLITION PLAN

C-006 OLD LUCILE SITE PLAN

C-007 WHITE BIRD GRAVEL PIT EXISTING SITE CONDITIONS

C-008 WHITE BIRD GRAVEL PIT DEMOLITION PLAN

C-009 WHITE BIRD GRAVEL PIT SITE PLAN

C-501

CONCRETE DETAILS (1 OF 2)

C-502

CONCRETE DETAILS (2 OF 2)

GRANGEVILLE,

17 MILES

PROJECT SITES

TO MCCALL,

46 MILES

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AutoCAD SHX Text PLOT DATE:1/21/2021 5:02 PM PLOTTED BY:Donley, Kenneth D 1/21/2021 5:02 PM PLOTTED BY:Donley, Kenneth D PLOTTED BY:Donley, Kenneth D Donley, Kenneth D C:\tmp\Projects\CDA\Lower Salmon Boat Ramp Extensions\LSR Boat Ramp Improvements_Phase II\Design\AutoCAD\95% drawings\01-G-001 Title Sheet

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COVER SHEET

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LOWER SALMON RIVER BOAT RAMP IMPROVEMENTS PHASE 2

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COEUR D'ALENE DISTRICT

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IDAHO

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IDSO

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K. DONLEY

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K. DONLEY

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T. PARDY

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SLATE CREEK BOAT RAMP

VICINITY MAP

OLD LUCILE BOAT RAMP

VICINITY MAP

WHITE BIRD GRAVEL PIT BOAT RAMP

VICINITY MAP

SLATE CREEK

BOAT RAMP

OLD LUCILE

BOAT RAMP

PHASE 2

ITEM NO. PAY ITEM DESCRIPTION UNIT SLATE CR

WHITEBIRD

GRAVEL PIT

OLD LUCILE TOTALS

15101-0000 MOBILIZATION LUMP SUM 1 1 1 3

20000-0000 EARTHWORK LUMP SUM 1 1 1 3

20805-0000 DEWATERING LUMP SUM 1 1 1 3

25101-0000 PLACED RIPRAP, CLASS 3 CY 183 190 93 466

60101-0000 CONCRETE, CAST-IN-PLACE

BOAT RAMP

CY 65 122 54 241

WHITE BIRD GRAVEL PIT

BOAT RAMP

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SHEET

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SITE MAPS

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LOWER SALMON RIVER BOAT RAMP IMPROVEMENTS PHASE 2

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COEUR D'ALENE DISTRICT

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LEGEND

EXISTING ROADWAY

EXISTING DIRT ROADWAY AND PARKING AREA

PROPOSED RIPRAP

EXISTING MAJOR CONTOURS

EXISTING MINOR CONTOURS

PROPOSED MAJOR CONTOURS

PROPOSED MINOR CONTOURS

AREA OF DISTURBANCE

EXISTING CONCRETE RAMP

PROPOSED CONCRETE RAMP

EXISTING WATER ELEVATION

ORDINARY HIGH WATER ELEVATION

GENERAL NOTES:

1. 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 GOVERNMENT PRIOR TO CONSTRUCTION. CONDITIONS

NOTED AS “EXISTING” ON THE DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY

THE GOVERNMENT OF ANY DISCREPANCIES AND NOT PROCEED WITH CONSTRUCTION UNTIL FURTHER DIRECTION IS PROVIDED.

2. 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 SHORING, BRACING, FORMING, SCAFFOLDING, ETC. ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR OR

SUBCONTRACTORS AND HAVE NOT BEEN CONSIDERED BY THE DESIGNER.

4. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND CONSENT OF THE GOVERNMENT OR DESIGNER.

5. NO DEVIATIONS FROM STRUCTURAL DETAILS SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE GOVERNMENT OR DESIGNER.

6. PROVIDE 14 DAYS NOTICE PRIOR TO START OF CONSTRUCTION FOR BLM STAFF PLANNING PURPOSES.

7. NOTIFY THE GOVERNMENT OF THE INTENTION TO DEWATER THE STREAM AT LEAST 72 HOURS IN ADVANCE.

8. BLM SPECIALISTS WILL NEED TO BE ONSITE DURING INITIAL EXCAVATION TO REMOVE SENSITIVE/LISTED SPECIES FROM THE AREA PRIOR TO

EXCAVATION ACTIVITIES IN WETTED CHANNEL.

9. NO CONSTRUCTION IS PERMITTED DURING SENSITIVE BREEDING PERIODS OF FEBRUARY 15

THROUGH SEPTEMBER 15

CODES AND DESIGN CRITERIA:

1. ALL WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY

PROJECTS, AND AS MODIFIED BY THE SPECIAL CONTRACT REQUIREMENTS.

2. THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING DESIGN CRITERIA:

A. CODES AND STANDARDS

I. 2012 INTERNATIONAL BUILDING CODE

II. ACI 318-11

B. LIVE LOADS:

I. TRAFFIC: HS 20

SURVEY NOTES:

1. EXISTING FEATURES: EXISTING ROADWAYS, UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN USING A COMBINATION OF

SURVEYED INFORMATION AND IMPORTED BASE MAP INFORMATION. ADDITIONAL UNDERGROUND FEATURES MAY EXIST.

2. VERIFICATION: APPROXIMATE SIZE, CONDITION, AND LOCATION OF EXISTING FEATURES SHALL BE VERIFIED PRIOR TO CONSTRUCTION.

3. COORDINATES AND ELEVATIONS FOR THE PROJECT SITE ARE BASED ON A SITE SPECIFIC SURVEY. CONTROL POINTS CAN BE IDENTIFIED BY

THE GOVERNMENT IN FIELD.

CONSTRUCTION NOTES:

1. ALL EQUIPMENT SHALL BE CLEANED AND INSPECTED PRIOR TO USE ON THE PROJECT SO AS TO PREVENT THE TRANSPORT AND SPREAD OF

NOXIOUS WEEDS AS WELL AS TO PREVENT SPILLS OR LEAKS OF EQUIPMENT FLUID.

2. SERVICING OR REFUELING OF EQUIPMENT WILL NOT BE PERMITTED WITHIN 100 FEET OF STREAM CHANNEL OR SENSITIVE AREAS. SERVICE

AND REFUEL EQUIPMENT IN DESIGNATED AREAS ONLY.

3. NO FUEL OR CHEMICAL MATERIALS MAY BE STORED IN OR ADJACENT TO RIPARIAN AREAS OR STREAM CHANNELS.

4. TEMPORARY FACILITIES (I.E. PORT-A-POTTIES) SHALL BE LOCATED OUTSIDE RIPARIAN AREAS AND A MINIMUM OF 100 FEET FROM THE

WETTED CHANNEL.

5. DISTURBANCES IN STAGING AREAS SHALL BE KEPT TO A MINIMUM, AND SHALL BE RESTORED TO EXISTING CONDITIONS AFTER

CONSTRUCTION ACTIVITIES.

6. STRIP AND STOCKPILE TOPSOIL FOR REUSE AFTER COMPLETION OF CONSTRUCTION ACTIVITIES.

7. TOPSOIL TO REMAIN UNDISTURBED IN STREAM CHANNEL AND SENSITIVE RIPARIAN AREAS AS INDICATED ON THE PLANS.

8. INSTALL COFFERDAM; PRIOR TO DEMOLITION OF EXISTING FEATURES.

9. CONTACT BLM PRIOR TO INITIATION OF CONSTRUCTION ACTIVITIES FOR WILLOW AND OTHER PLANT REMOVAL.

10. CONSTRUCTION IN WETTED CHANNELS SHALL NOT BEGIN WITHOUT AN APPROVED BLM BIOLOGIST ONSITE TO RESCUE ENTRAINED AQUATIC

ORGANISMS.

11. STOCKPILE EXCAVATED BANK SOILS FROM EXISTING CHANNEL FOR REUSE AS FILL AFTER CONSTRUCTION OF PROPOSED RAMP STRUCTURE;

ADDITIONAL RIPRAP REQUIRED BY THE PLANS IS EXPECTED TO BE IMPORTED.

12. PRESERVE AND PROTECT, TO THE EXTENT PRACTICABLE, STREAM CHANNEL AND COFFERDAM DURING DEMOLITION OF EXISTING

STRUCTURES.

13. USE OF HEAVY EQUIPMENT WITHIN THE RIPARIAN AREAS AND ASSOCIATED RIVER SHOULD BE LIMITED TO THE MINIMUM NUMBER OF TRIPS

NECESSARY TO COMPLETE THE WORK.

14. MINIMIZE THE BANK AND RIPARIAN AREA EXCAVATION DURING CONSTRUCTION TO THE EXTENT PRACTICABLE.

15. RESHAPE EXISTING CHANNEL AND RIVER BANKS AT THE SITE TO MINIMIZE SCOURING AND POTENTIAL FOR UNDERCUTTING OF RIVER BANKS

AND STRUCTURES.

CIVIL NOTES:

1. PROVIDE BARRIERS AND SIGNS FOR TRAFFIC CONTROL IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

(MUTCD), LATEST EDITION.

2. TEMPORARY STOCKPILES SHALL BE PLACED AS FAR FROM RIVER AREAS AS PRACTICABLE.

3. AT COMPLETION OF PROJECT, STOCKPILE/STORAGE AREAS SHALL BE REMOVED AND RESTORED TO EXISTING CONDITION UNLESS SPECIFIED

OTHERWISE BY GOVERNMENT.

4. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REHABILITATED TO THE ORIGINAL CONTOURS AND RESTORED TO THE ORIGINAL

CONDITION TO THE GREATEST EXTENT POSSIBLE.

DRAINAGE NOTES:

1. PROVIDE DEWATERING SUMPS AND PUMPS AS NEEDED IN NEW STRUCTURE EXCAVATIONS. DEWATERING PLANS SHALL BE APPROVED BY

THE GOVERNMENT PRIOR TO CONSTRUCTION.

2. BLOCK NETS SHALL BE PLACED OUTSIDE OF CONSTRUCTION ZONE UPSTREAM OF WORK, AS DIRECTED BY GOVERNMENT.

3. PROVIDE EROSION AND SEDIMENT CONTROL MEASURES TO MINIMIZE SEDIMENT MIGRATION INTO EXISTING RIVER CHANNEL.

4. ROUTINELY INSPECT AND REPAIR/REPLACE EROSION AND STORM WATER CONTROL MEASURES.

CONCRETE NOTES:

1. CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL NOT BE USED.

2. FORMS SHALL BE SECURED TO PREVENT MOVEMENT OR SETTLEMENT AND SHALL BE CLEAN AND FREE OF HARDENED CONCRETE, DIRT, DISTORTION, AND RUST.

3. THE BOTTOMS OF FOOTING EXCAVATIONS SHALL BE LEVEL, CLEAN AND FREE OF LOOSE MATERIAL. OVER EXCAVATED FOOTINGS SHALL BE

FILLED WITH CONCRETE.

4. REMOVE ALL DEBRIS FROM FORMS BEFORE CASTING ANY CONCRETE.

5. HORIZONTAL WALL BARS IN DOUBLE LAYER WALLS SHALL BE STAGGERED.

6. DOWEL ALL VERTICAL REINFORCING IN WALLS AND COLUMNS FROM FOUNDATION WITH SAME SIZE BAR.

7. CONSOLIDATE CONCRETE PLACED IN FORMS BY MECHANICAL VIBRATING EQUIPMENT SUPPLEMENTED BY HAND-SPADING, RODDING OR

TAMPING. USE 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. CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING

STEEL (AS IN WALLS) SO AS TO CAUSE SEGREGATION OF AGGREGATES. IN SUCH CASES HOPPERS AND CHUTES OF VARIABLE LENGTHS

SHALL BE USED SO THAT THE FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 6 FEET.

REINFORCING STEEL NOTES:

1. ALL REINFORCING BARS SHALL BE PROTECTED WITH A CORROSION-RESISTANT COATING. EPOXY-COATED REBAR SHALL CONFORM TO

SECTIONS 554 AND 601.

2. CONCRETE CLEAR COVERAGE TO REINFORCING STEEL SHALL CONFORM TO THE FOLLOWING MINIMUMS, U.N.O.

A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3”

B. CONCRETE EXPOSED TO EARTH OR WEATHER 2”

C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND 1-1/2”

3. 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. SPLICE CONTINUOUS BARS IN SOIL-BEARING GRADE BEAMS AS FOLLOWS: TOP BARS

AT CENTERLINE OF SUPPORT; BOTTOM BARS AT MID-SPAN. SPLICE CONTINUOUS BARS IN SPANDREL BEAMS, WALL BEAMS, ETC. AS

FOLLOWS: TOP BARS AT MID-SPAN; BOTTOM BARS AT CENTERLINE OF SUPPORT. ALL BARS SIZE #14 AND LARGER SHALL BE CONTINUOUS

FOR THE FULL LENGTH SHOWN. SPLICES IN WWF SHALL BE 1-1/2 MESHES WIDE.

4. ALL HOOKS SHALL BE STANDARD HOOKS UNLESS OTHERWISE SHOWN OR NOTED.

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K. DONLEY

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LOWER SALMON RIVER BOAT RAMP IMPROVEMENTS PHASE 2

GENERAL NOTES

10'010'

EXISTING PRECAST PLANK

CONCRETE RAMP

WATER SURFACE

ELEVATION 1519

Q≈3830 CFS ON 9/20/2016

LAYOUT POINT COORDINATES

NUMBER

NORTHING

1451375.986

1451381.838

1451387.327

1451380.405

1451373.297

1451368.312

1451361.684

EASTING

2485522.483

2485462.195

2485402.460

2485402.142

2485402.474

2485460.912

2485520.529

FG ELEVATION

1533.39

1525.93

1518.46

1518.00

1517.96

1526.12

1533.47

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SLATE CREEK EXISTING SITE CONDITIONS

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LOWER SALMON RIVER BOAT RAMP IMPROVEMENTS PHASE 2

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WATER SURFACE

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NOTES: 1. CUT, CLEAR, AND REMOVE TREES, SHRUBS, AND ASSOCIATED ROOT CUT, CLEAR, AND REMOVE TREES, SHRUBS, AND ASSOCIATED ROOT BULBS. 2. REMOVE AND RETAIN LARGE BOULDERS FOR REUSE AS RIPRAP. REMOVE AND RETAIN LARGE BOULDERS FOR REUSE AS RIPRAP. 3. OVER EXCAVATE DISTURBED SOILS (I.E. ROOT BULB HOLES) MIN 1'. OVER EXCAVATE DISTURBED SOILS (I.E. ROOT BULB HOLES) MIN 1'. 4. SCARIFY AND RECOMPACT SOILS IN PROPOSED RAMP AREA. SCARIFY AND RECOMPACT SOILS IN PROPOSED RAMP AREA. 5. PROVIDE STRUCTURAL FILL TO BRING SOILS TO SUBGRADE LEVEL.PROVIDE STRUCTURAL FILL TO BRING SOILS TO SUBGRADE LEVEL.

10'010'

PROPOSED

CONCRETE RAMP

WATER SURFACE

ELEVATION 1519

Q≈3830 CFS ON 9/20/2016

RETAIN AND PROTECT

EXISTING TREE

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TO REMAIN

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PROVIDE CLASS 3 RIPRAP

PER DETAIL SHEETS

C-501

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OF ORDINARY HIGH WATER

ELEVATION 1530

LAYOUT POINT COORDINATES

NUMBER

NORTHING

1451375.771

1451361.899

1451378.142

1451392.013

EASTING

2485522.454

2485520.559

2485401.663

2485403.558

FG ELEVATION

1533.39

1533.46

1518.46

1518.39

MATCH CONCRETE RAMP TO

EXISTING PAVEMENT

TIE-OFF ANCHORS

TYP. OF 2

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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U.S. DEPARTMENT OF THE INTERIOR

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AutoCAD SHX Text PLOT DATE:2/1/2021 2:21 PM PLOTTED BY:Donley, Kenneth D 2/1/2021 2:21 PM PLOTTED BY:Donley, Kenneth D PLOTTED BY:Donley, Kenneth D Donley, Kenneth D C:\tmp\Projects\CDA\Lower Salmon Boat Ramp Extensions\LSR Boat Ramp Improvements_Phase II\Design\AutoCAD\95% drawings\06-C-003 Slate Creek

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SLATE CREEK SITE PLAN

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LOWER SALMON RIVER BOAT RAMP IMPROVEMENTS PHASE 2

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COEUR D'ALENE DISTRICT

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IDAHO

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IDSO

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K. DONLEY

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K. DONLEY

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T. PARDY

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M. PRICE

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JANUARY 2021

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C-003

10'010'

EXISTING CONCRETE RAMP

WATER SURFACE

ELEVATION 1620

Q≈4080 CFS ON 9/20/2016

APPROXIMATE LOCATION

OF ORDINARY HIGH WATER

ELEVATION 1632

EXISTING KIOSK

TO REMAIN

LAYOUT POINT COORDINATES

NUMBER

NORTHING

1404605.472

1404528.648

1404513.943

1404590.999

EASTING

2482113.984

2482023.581

2482036.808

2482127.389

FG ELEVATION

1642.75

1620.07

1619.92

1642.73

GRAVEL

PARKING/DRIVEWAY

AREA

EXISTING CONCRETE

PLANK SECTION OF RAMP

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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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U.S. DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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AutoCAD SHX Text PLOT DATE:1/22/2021 9:02 AM PLOTTED BY:Donley, Kenneth D 1/22/2021 9:02 AM PLOTTED BY:Donley, Kenneth D PLOTTED BY:Donley, Kenneth D Donley, Kenneth D C:\tmp\Projects\CDA\Lower Salmon Boat Ramp Extensions\LSR Boat Ramp Improvements_Phase II\Design\AutoCAD\95% drawings\07-C-004 Old Lucile

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OLD LUCILE EXISTING SITE CONDITIONS

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LOWER SALMON RIVER BOAT RAMP IMPROVEMENTS PHASE 2

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COEUR D'ALENE DISTRICT

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IDAHO

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IDSO

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K. DONLEY

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K. DONLEY

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T. PARDY

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M. PRICE

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JANUARY 2021

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C-004

10'010'

EXISTING CONCRETE RAMP

WATER SURFACE

ELEVATION 1620

Q≈4080 CFS ON 9/20/2016

APPROXIMATE LOCATION

OF ORDINARY HIGH WATER

ELEVATION 1632

EXISTING KIOSK

TO REMAIN

NOTES:

1. CUT, CLEAR, AND REMOVE TREES, SHRUBS, AND ASSOCIATED ROOT

BULBS.

2. REMOVE AND RETAIN LARGE BOULDERS FOR REUSE AS RIPRAP.

3. OVER EXCAVATE DISTURBED SOILS (I.E. ROOT BULB HOLES) MIN 1'.

4. SCARIFY AND RECOMPACT SOILS IN PROPOSED RAMP AREA.

5. PROVIDE STRUCTURAL FILL TO BRING SOILS TO SUBGRADE LEVEL.

PROPOSED AREA OF DISTURBANCE

PREPARE PER NOTES

REMOVE EXISTING CONCRETE

PLANK SECTION OF RAMP

GRAVEL

PARKING/DRIVEWAY

AREA

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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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U.S. DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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AutoCAD SHX Text PLOT DATE:1/22/2021 9:03 AM PLOTTED BY:Donley, Kenneth D 1/22/2021 9:03 AM PLOTTED BY:Donley, Kenneth D PLOTTED BY:Donley, Kenneth D Donley, Kenneth D C:\tmp\Projects\CDA\Lower Salmon Boat Ramp Extensions\LSR Boat Ramp Improvements_Phase II\Design\AutoCAD\95% drawings\08-C-005 Old Lucile

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OLD LUCILE DEMOLITION PLAN

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LOWER SALMON RIVER BOAT RAMP IMPROVEMENTS PHASE 2

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COEUR D'ALENE DISTRICT

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IDAHO

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IDSO

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K. DONLEY

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K. DONLEY

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T. PARDY

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M. PRICE

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JANUARY 2021

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C-005

10'010'

EXISTING CONCRETE RAMP

TO REMAIN

WATER SURFACE

ELEVATION 1620

Q≈4080 CFS ON 9/20/2016

APPROXIMATE LOCATION

OF ORDINARY HIGH WATER

ELEVATION 1632

EXISTING KIOSK

TO REMAIN

CONNECT PROPOSED APRON

TO EXISTING RAMP (TYP.)

C-501

PROVIDE CLASS 3 RIPRAP PER DETAIL

SHEETS

GRAVEL

PARKING/DRIVEWAY

AREA

PROVIDE CONCRETE APRON

PER DETAIL. PROVIDE

STEMWALL AT ALL OUTSIDE

EDGES OF APRON.

PROVIDE TIE-OFF ANCHORS AT TOP

OF BOTH APRONS (TYP. OF 4)

LAYOUT POINT COORDINATES

NUMBER

NORTHING

1404547.857

1404563.219

1404544.011

1404528.648

1404513.943

1404498.569

1404517.779

1404533.145

EASTING

2482046.625

2482033.819

2482010.775

2482023.581

2482036.808

2482049.600

2482072.659

2482059.858

FG ELEVATION

1625.77

1625.37

1619.67

1620.07

1619.92

1619.51

1625.32

1625.72

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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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U.S. DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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AutoCAD SHX Text PLOT DATE:2/1/2021 3:06 PM PLOTTED BY:Donley, Kenneth D 2/1/2021 3:06 PM PLOTTED BY:Donley, Kenneth D PLOTTED BY:Donley, Kenneth D Donley, Kenneth D C:\tmp\Projects\CDA\Lower Salmon Boat Ramp Extensions\LSR Boat Ramp Improvements_Phase II\Design\AutoCAD\95% drawings\09-C-006 Old Lucile

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OLD LUCILE SITE PLAN

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LOWER SALMON RIVER BOAT RAMP IMPROVEMENTS PHASE 2

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COEUR D'ALENE DISTRICT

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IDAHO

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IDSO

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K. DONLEY

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K. DONLEY

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T. PARDY

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M. PRICE

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JANUARY 2021

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C-006

10'010'

EXISTING

CONCRETE RAMP

LAYOUT POINT COORDINATES

NUMBER

NORTHING

1484744.042

1484717.491

1484711.879

1484679.166

1484605.193

1484593.080

1484662.024

1484674.042

1484650.537

1484669.241

1484693.457

EASTING

2480136.023

2480119.860

2480123.833

2480106.166

2480026.272

2480036.208

2480111.228

2480156.038

2480208.527

2480216.630

2480178.798

FG ELEVATION

1459.77

1457.45

1457.87

1456.29

1448.72

1448.95

1455.99

1457.40

1459.36

1459.74

1459.31

WATER SURFACE

ELEVATION 1448

Q≈4080 CFS ON 9/20/2016

APPROXIMATE LOCATION

OF ORDINARY HIGH WATER

ELEVATION 1459

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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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U.S. DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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AutoCAD SHX Text PLOT DATE:1/22/2021 9:08 AM PLOTTED BY:Donley, Kenneth D 1/22/2021 9:08 AM PLOTTED BY:Donley, Kenneth D PLOTTED BY:Donley, Kenneth D Donley, Kenneth D C:\tmp\Projects\CDA\Lower Salmon Boat Ramp Extensions\LSR Boat Ramp Improvements_Phase II\Design\AutoCAD\95% drawings\10-C-007 White Bird

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WHITE BIRD GRAVEL PIT EXISTING SITE CONDITIONS

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LOWER SALMON RIVER BOAT RAMP IMPROVEMENTS PHASE 2

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COEUR D'ALENE DISTRICT

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IDAHO

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IDSO

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K. DONLEY

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K. DONLEY

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T. PARDY

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M. PRICE

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JANUARY 2021

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C-007

10'010'

PROPOSED AREA OF DISTURBANCE

PREPARE PER NOTES

DEMO EXISTING

CONCRETE RAMP

40 CY

WATER SURFACE

ELEVATION 1448

Q≈4080 CFS ON 9/20/2016

APPROXIMATE LOCATION

OF ORDINARY HIGH WATER

ELEVATION 1459

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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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U.S. DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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AutoCAD SHX Text PLOT DATE:1/22/2021 9:09 AM PLOTTED BY:Donley, Kenneth D 1/22/2021 9:09 AM PLOTTED BY:Donley, Kenneth D PLOTTED BY:Donley, Kenneth D Donley, Kenneth D C:\tmp\Projects\CDA\Lower Salmon Boat Ramp Extensions\LSR Boat Ramp Improvements_Phase II\Design\AutoCAD\95% drawings\11-C-008 White Bird

AutoCAD SHX Text

WHITE BIRD GRAVEL PIT DEMOLITION PLAN

AutoCAD SHX Text

LOWER SALMON RIVER BOAT RAMP IMPROVEMENTS PHASE 2

AutoCAD SHX Text

COEUR D'ALENE DISTRICT

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IDAHO

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IDSO

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K. DONLEY

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K. DONLEY

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T. PARDY

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M. PRICE

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JANUARY 2021

AutoCAD SHX Text

AutoCAD SHX Text C-008

10'010'

EXISTING CONCRETE

RAMP TO REMAIN

PROVIDE CLASS 3 RIPRAP

PER DETAIL SHEETS

C-501

WATER SURFACE

ELEVATION 1448

Q≈4080 CFS ON 9/20/2016

APPROXIMATE LOCATION

OF ORDINARY HIGH WATER

ELEVATION 1459

LAYOUT POINT COORDINATES

NUMBER

NORTHING

1484716.82

1484661.75

1484651.44

1484641.20

1484610.80

1484597.27

EASTING

2480120.34

2480087.47

2480076.58

2480065.61

2480032.44

2480017.71

FG ELEVATION

1457.50

1455.96

1455.46

1454.26

1448.86

1446.06

CONNECT PROPOSED RAMP TO

EXISTING APRON AND RAMP (TYP.)

CONTRACTION

JOINTS (TYP.)

TIE-OFF ANCHORS

TYP. OF 4

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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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U.S. DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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AutoCAD SHX Text PLOT DATE:2/1/2021 3:21 PM PLOTTED BY:Donley, Kenneth D 2/1/2021 3:21 PM PLOTTED BY:Donley, Kenneth D PLOTTED BY:Donley, Kenneth D Donley, Kenneth D C:\tmp\Projects\CDA\Lower Salmon Boat Ramp Extensions\LSR Boat Ramp Improvements_Phase II\Design\AutoCAD\95% drawings\12-C-009 White Bird

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WHITE BIRD GRAVEL PIT SITE PLAN

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LOWER SALMON RIVER BOAT RAMP IMPROVEMENTS PHASE 2

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COEUR D'ALENE DISTRICT

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IDAHO

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IDSO

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K. DONLEY

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K. DONLEY

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T. PARDY

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M. PRICE

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JANUARY 2021

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C-009

C-501

END RAMP SECTION

SCALE: NTS

10"

END OF EXISTING

CONCRETE RAMP

3" MIN. CLR.

TOP AND BOTTOM

VARIES

#6 REBAR @ 9" O.C.

EACH WAY (TYP)

#6 REBAR @ 9" O.C.

EACH WAY, EACH FACE,

3" MIN CLR. (TYP)

BED COURSE AGGREGATE,

6" COMPACTED DEPTH (TYP)

PLACED RIPRAP, CLASS 3

PLACE RAMP AT EXISTING

CHANNEL SLOPE

RAMP SURFACE PATTERN DETAIL

SCALE: NTS

90°

V-GROOVE

SURFACE

PATTERN

PLACED RIPRAP, CLASS 3

EXISTING

CONCRETE RAMP

C-501

RAMP WIDENING SECTION

SCALE: NTS

C-501

RAMP SURFACE DETAIL

SCALE: NTS

EXISTING

CONCRETE RAMP

3/4" PREFORMED

EXPANSION JOINT FILLER

(BITUMIOUS TYPE)

RAMP SURFACE 1" X 1"

V-GROOVE PATTERN

SEE DETAIL THIS SHEET

VARIES

10"

BED COURSE AGGREGATE,

6" COMPACTED DEPTH (TYP)

3" MIN. CLR.

TOP AND BOTTOM

#6 REBAR @ 9" O.C. EACH WAY (RAMP)

#4 REBAR @ 12" O.C. EACH WAY (APRONS)

#6 REBAR @ 9" O.C. EACH WAY,

EACH FACE, 3" MIN CLR. (TYP)

TIE PROPOSED TO EXISTING

RAMP PER DETAIL

C-502

FIRM NATIVE SOIL OR ENGINEER

COMPACTED FILL (TYP)

RAMP FOOTINGS MAY BE SUBSTITUTED WITH

PRECAST CONCRETE IF THE CONTRACTOR

SUBMITS A DESIGN THAT IS APPROVED BY THE

CONTRACTING OFFICER

CENTER REBAR MAT

VERTICALLY

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MARK

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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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U.S. DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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AutoCAD SHX Text PLOT DATE:1/22/2021 9:19 AM PLOTTED BY:Donley, Kenneth D 1/22/2021 9:19 AM PLOTTED BY:Donley, Kenneth D PLOTTED BY:Donley, Kenneth D Donley, Kenneth D C:\tmp\Projects\CDA\Lower Salmon Boat Ramp Extensions\LSR Boat Ramp Improvements_Phase II\Design\AutoCAD\95% drawings\13-C-501 Details

AutoCAD SHX Text

CONCRETE DETAILS (1 OF 2)

AutoCAD SHX Text

LOWER SALMON RIVER BOAT RAMP IMPROVEMENTS PHASE 2

AutoCAD SHX Text

COEUR D'ALENE DISTRICT

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IDAHO

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IDSO

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K. DONLEY

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K. DONLEY

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T. PARDY

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M. PRICE

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JANUARY 2021

AutoCAD SHX Text

C-501

1/8" SAWCUT OR

TOOLED JOINT

C-502

SLAB JOINTS

EXPANSION JOINT

MATERIAL

1/2" JOINT

3/8" SEALANT

FIRST POUR SECOND POUR

1/2" DIA x 18" DOWEL

@ 12" O.C.

CONSTRUCTION JOINT CONTROL JOINT

EXPANSION JOINT

NOTE: CONSTRUCTION JOINTS & CONTROL JOINT SHALL DIVIDE SLAB INTO AREAS NOT EXCEEDING 225 SQFT WITHOUT REENTRANT

CORNERS AND WITH LENGTH TO WIDTH RATIOS NOT EXCEEDING 1

TO 1. CONTRACTOR SHALL SUBMIT LAYOUT PLAN SHOWING

PROPOSED CONTROL AND CONSTRUCTION JOINT LOCATIONS. JOINT SPACING SHALL NOT EXCEED 20 FEET IN EITHER DIRECTION.

SCALE: NTS

C-502

CONCRETE CORNERS

12d

12" MIN

12d

12" MIN

40d

48d

12d

48d

SINGLE LAYER BARS DOUBLE LAYER BARS

#4 VERTICAL

MIN. TYP

SCALE: NTS

C-502

REBAR BENDS

SCALE: NTS

6d MIN

4" MIN

135°

90°

D = 4d FOR #3 THRU #5

D = 6d FOR #6 THRU #8

D (TYP)

TIES AND STIRRUPS

" MIN

12d

4" MIN

180°

45°

90°

D (TYP)

D = 6d FOR #3 THRU #8

D = 8d FOR #9 THRU #11

D = 10d FOR #14 THRU #18

TYPICAL HOOKS AND BENDS

C-502

PROPOSED RAMP TIE IN DETAIL

SCALE: NTS

EXISTING CONCRETE

RAMP

DRILL AND EPOXY #6 DOWEL INTO

EXISTING CONCRETE RAMP AT 9" O.C.

WITH MINIMUM 6" EMBEDMENT

SLAB REINFORCEMENT PER DETAIL

C-501

PROVIDE MINIMUM 20" DEVELOPMENT

LENGTH INTO PROPOSED CONCRETE SLAB

FORGED, 1" HEAVY DUTY

CARGO D-RING, SAFE WORKING

LOAD 15,000 LBS MIN.

" x 3" FLAT BAR

C-502

D-RINGS

SCALE: NTS

12"

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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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U.S. DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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CONCRETE DETAILS (2 OF 2)

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LOWER SALMON RIVER BOAT RAMP IMPROVEMENTS PHASE 2

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COEUR D'ALENE DISTRICT

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IDAHO

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IDSO

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OTHERS

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OTHERS

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K. DONLEY

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T. PARDY

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JANUARY 2021

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C-502

01-G-001 Title Sheet

Sheets and Views

G001

02-G-002 Site Maps

Sheets and Views

G002

03-G-003 General Notes

Sheets and Views

C-001

04-C-001 Slate Creek

Sheets and Views

C101

05-C-002 Slate Creek

Sheets and Views

C102

06-C-003 Slate Creek

Sheets and Views

C103

07-C-004 Old Lucile

Sheets and Views

C004

08-C-005 Old Lucile

Sheets and Views

C-005

09-C-006 Old Lucile

Sheets and Views

C-006

10-C-007 White Bird

Sheets and Views

C-007

11-C-008 White Bird

Sheets and Views

C-008

12-C-009 White Bird

Sheets and Views

C009

13-C-501 Details

Sheets and Views

C501

14-C-502 Details

Sheets and Views

C502

File details come from the government source that posted it. Updated Apr 1, 2021.