Attachment_2_-_Drawings_Kobayashi_Dock.pdf

IDAHO

CANADA

UNITED STATES

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WYOMING

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MISSOULA

KALISPELL

GREAT FALLS

HAVRE

HELENA

BUTTE

BILLINGS

MILES CITY

LEWISTOWN

MONTANACHOTEAU

MALTA

GLASGOW

CHESTER

FT BENTON

STATE REFERENCE MAP

(N.T.S)

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

KOBIYASHI BEACH DOCK REPLACEMENT

MADISON COUNTY

DILLON FIELD OFFICE

DRAWING INDEX

01 COVER SHEET

02 KOBIYYASHI DOCK DETAILS

VICINITY MAP

(N.T.S)

ESTIMATED QUANTITIES

ITEM QUANTITY UNIT

FLOATING DOCK SYSTEM 1 EA

GENERAL ENGINEER'S NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, SEQUENCING, AND SAFETY

CONCERNS ASSOCIATED WITH THIS PROJECT DURING CONSTRUCTION, UNLESS

SPECIFICALLY ADDRESSED OTHERWISE IN THIS PLAN OR ELSEQHERE IN THE

CONTRACT DOCUMENTS.

2. THE CONTRACTOR IS TO COMPLY WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND

REGULATIONS APPLICABLE TO THE CONSTRUCTION COVERED BY THIS PLAN.

3. TE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND COMPLYING WITH ALL

PERMITS REQUIRED TO COMPLETE ALL WORK COVERED BY THIS PLAN.

4. THE QUANTITIES AND SITE CONDITIONS DEPICTED IN THIS PLAN ARE FOR

INFORMATIONAL PURPOSES ONLY AND ARE SUBJECT TO ERROR AND OMISSION.

CONTRACTOR SHALL SATISFY THEMSELVES AS TO ACTUAL QUANTITIES AND SITE

CONDITIONS PRIOR TO QUOTING THE WORK FOR THE CONSTRUCTION COVERED

BY THIS PLAN.

5 A REASONABLE EFFORT HAS BEEN MADE TO SHOW THE LOCATIONS OF EXISTING

PUBLIC OR PRIVATE UNDERGROUND FACILITIES AND UTILITIES IN THE

CONSTRUCTION AREA. THE CONTRACT IS RESPONSIBLE FOR ANY DAMAGE TO

UTILITIES AND/OR FACILITES CAUSED DURING THEIR CONSTRUCTION OPERATIONS.

THE CONTRACTOR SHALL CALL 48 HOURS IN ADVANCE FOR BLUE STAKE

(1-800-STAE-IT) PRIOR TO ANY EXCAVATION.

6. THE CONTRACTOR IS TO VERIFY THE LOCATION AND THE ELEVATIONS OF ALL

EXISTING UTILITIES AT POINTS OF TIE-IN PRIOR TO COMMENCING ANY NEW

CONSTRUCTION. SHOULD ANY LOCATION OR ELEVATION DIFFER FROM THAT SHOWN

ON THESE PLANS, THE CONTRACTOR SHALL CONTACT THE ENGINEER WITH

DISCREPANCY.

7. THE CONTRACTOR IS TO VERIFY AND COORDINATE ALL DIMENSIONS AND SITE

LAYOUT WITH THE FINAL SITE PLAN PRIOR TO CONSTRUCTION AND CONTACT

ENGINEER WITH ANY DISCREPANCIES.

8. COORDINATION BETWEEN ALL PARTIES INVOLVED IS ESSENTIAL TO THE CONTRACT.

9. THE CONTRACTOR IS RESPONSIBLE FOR PROJECT AND SITE CONDITIONS, AND TO

WORK WITH WEATHER CONDITIONS, AS THE SITE MAY BE LOCATED IN AN AREA WITH

EXTREME WEATHER CONDITIONS OR WITHIN A FLOOD PRONE AREA.

\\ILMMTBF3DS1\BF\USERS\BJONES\MY DOCUMENTS\DWG\DWT\IMPROVEMENT SHEETS\#### - COVR.DWG

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PROJECT LOCATION

DIRECTIONS TO KOBIYASHI BEACH:

FROM BOZEMAN, HEAD WEST ON US-191 S./W MAIN ST TOWARD S

WILLSON AVE FOR 7.4 MILES. CONTINUE ONTO MT-84/NORRIS RD FOR

28.8 MILES. TURN LEFT ONTO US-287 S. TRAVEL SOUTH FROR 9.7

MILES. TURN LEFT ONTO N ENNIS LAKE RD. KOBIYASHI BEACH IS

LOCATED ON THE RIGHT-HAND SIDE OF THE ROAD AFTER 3.1 MILES.

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(DESIGNED BY: CLJ AND OTHERS DRAWN BY: CLJ CHECKED BY: GJA APPROVED BY:KRU)

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PROJECT DESCRIPTION:

Work effort consists of furnishing and delivery of a courtesy floating boat dock within the BLM's Dillion Field Office, located in Madison County, MT along Ennis Lake. The courtesy dock shall be designed for removal from the water in the winter. The prefabricated courtesy dock system shall consist of three, 20-foot-long by 8-foot-wide sections. One section shall attach to an 8' wide concrete abutment utilizing a hinge system that allows for vertical movement. The hinge system will be designed to be taken apart as the dock will need to be easily detached from the abutment each year. The contractor shall provide instructions/drawings on how to connect hinge system to current concrete abutment. The courtesy dock system shall be designed utilizing a galvanized steel frame. The Contractor will be required to provide documentation showing all material that must be approved by the government. Required materials are as follows:

· Composite Decking: 2” x 6” dimensions

· Dock Skirting

· Pontoons

· Cleats

· Wheels and Bearings

· Dock anchoring attachments

· Abutment attachment/hinge system

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KOBIYASHI BOAT LANDING

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ENNIS LAKE

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BOZEMAN

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SYMBOL

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DESCRIPTION

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SYMBOL

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DESCRIPTION

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INTERSTATE HIGHWAY

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U.S. HIGHWAY

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STATE CAPITOL

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BLM STATE OFFICE

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BLM DISTRICT OFFICE

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%%UPREPARED BY

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STATE HIGHWAY

AutoCAD SHX Text CIVIL ENGINEER: CONNOR JOHNSON BUREAU OF LAND MANAGEMENT'S WESTERN MONTANA DISTRICT OFFICE 106 N. PAKRMONT BUTTE, MT 59701

%%uCOURTESY DOCK - PROFILE

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%%UCOURTESY DOCK - PLAN

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XX%%%

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WATER ELEV

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XXXX.XX

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8'-0" WIDE CONCRETE

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ABUTMENT

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HINGE

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OTHERS

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OVERALLVIEW.DWG

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NO SCALE

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JOHNSON

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MONTANA WESTERN ZONE

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BUTTE F.O.

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BUREAU OF LAND MANAGEMENT

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UNITED STATES DEPARTMENT OF THE INTERIOR

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APPROVED

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REVIEWED

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DESIGNED

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DRAWING NAME

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DATE

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DRAWN

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OF

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SHEET

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SCALE

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OVER ALL VIEW COURTESY DOCK

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KOBAYASHI BEACH

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AutoCAD SHX Text 02/03/2024

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DOCK SECTION 1

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TIE UP CLEATS 3 PER DOCK SECTION

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TOP OF CONCRETE RAMP

AutoCAD SHX Text FIRST DOCK TO HAVE HINGE SYSTEM AND LEGS FOR STAGING (WHEELS REQUIRED AT ALL OTHER ENDS OF DOCKS)

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DOCK SECTION 2

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DOCK SECTION 3

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CHAIN ATTACH SYSTEM

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LAKE FLOOR

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SIDEWALK

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INSTALL HINGE SYSTEM WITH A GANGWAY TRANSITION PIECE FROM ABUTMENT TO DOCK

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CHAIN&TENSION-SYSTEM (INSTALLED BY BLM)

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CONCRETE ANCHOR (INSTALLED BY BLM)

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CONCRETE BLOCKS INSTALLED BY BLM

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CHAIN ATTACH SYSTEM

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CHAIN ATTACH SYSTEM

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ANCHOR ATTACHMENT

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ANCHOR ATTACHMENT

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ANCHOR ATTACHMENT

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ANCHOR ATTACHMENT

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ANCHOR ATTACHMENT

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ANCHOR ATTACHMENT

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CONCRETE ABUTMENT WORK DONE BY BLM

AutoCAD SHX Text NOTE:ANCHOR ATTACHMENT CONNNECTION TO BE INSTALLED DURING FABRICATION. INSTALL CONNECTION APP. EVERY 20' AT THE END OF EACH DOCK SECTION ON EACH CORNER. CONNECTION MUST BE CONSTRUCTED TO WITHSTAND WAVE ACTION FORCES OF ENNIS LAKE.

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DOCK SECTION 1

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DOCK SECTION 3

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DOCK SECTION 2

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HINGE

HINGE