Drawings.pdf

PDF 5 MB Posted Jan 27, 2021

Attached to: UT-JONES HOLE NFH-CONSTRUCTION PROJECTS Federal contract opportunity
Solicitation number: 140F0621R0011
Issued by: Department of the Interior Fish and Wildlife Service

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Other files for this federal contract opportunity

Other files attached to UT-JONES HOLE NFH-CONSTRUCTION PROJECTS, newest first.
File	Type	Posted
Revised Bid Schedule_0001.pdf	PDF	Feb 23, 2021
20-025 XPLAN-C11_0001.pdf	PDF	Feb 23, 2021
Sol_140F0621R0011_Amd_0001.pdf	PDF	Feb 23, 2021
Statement of Work (20-025) Jones Hole Reno Project (V3).pdf	PDF	Jan 27, 2021
06 Bid Schedule.pdf	PDF	Jan 27, 2021
Sol_140F0621R0011.pdf	PDF	Jan 27, 2021
Specifications 20-025 Jones Hole Site Improvements .pdf	PDF	Jan 27, 2021
Wage Determination UT20210002.pdf	PDF	Jan 27, 2021
03 Submittals.pdf	PDF	Jan 27, 2021

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AutoCAD SHX Text

MYTON

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BRIDGELAND

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UTAH

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COLORADO

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VERNAL

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RANDLETT

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OURAY

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DUCHESNE

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FORT

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BALLARD

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BONANZA

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JENSEN

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NAPLES

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JONES

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HOLE

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NFH

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FISH AND WILDLIFE SERVICE

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UNITED STATES DEPARTMENT OF THE INTERIOR

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REGION 6 ENGINEERING - DENVER, COLORADO

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DESIGNED:

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DATE:

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DRAWN:

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DRAWING NO.

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SHEET 1 OF

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CHECKED:

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VICINITY MAP

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FISH AND WILDLIFE

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SERVICE

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U.S. FISH & WILDLIFE SERVICE

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SERVICE

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FISH AND WILDLIFE

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APPROVAL SIGNATURES

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ANY PRINT ACCOMPANYING THIS INVITATION TO BID MAY BE A REDUCED

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REPRODUCTION OF THE WORKING DRAWINGS. IF LINE BELOW DOES NOT

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MEASURE SIX INCHES IN LENGTH, THE INDICATED SCALES ARE TO BE

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ADJUSTED ACCORDINGLY.

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%%UNOTE TO BIDDERS:%%

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REGIONAL ENGINEER

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ASS'T. REGIONAL DIR.

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DATE

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PROGRAM SUPERVISOR

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FACILITIES

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SAFETY/IND HYGIENIST

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CULTURAL RESOURCES

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DATE

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DATE

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DATE

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DATE

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DATE

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JONES HOLE

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NATIONAL FISH HATCHERY

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UINTAH COUNTY

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SITE IMPROVEMENTS

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COVER SHEET

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VICINITY MAP AND SHEET INDEX

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6R-UT-601-20-025

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JONES HOLE

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SITE IMPROVEMENTS

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VEHICLE GARAGE SITE PLAN

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DRAWING INDEX

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SHEET

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TITLE

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QUARTERS #33 EXISTING SITE PLAN

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COVER SHEET, VICINITY MAP, SHEET INDEX

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COVER

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STAIR CONSTRUCTION PLAN

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MAINTENANCE SHOP SITE PLAN

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SHEET #

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HATCHERY BLDG SITE PLAN

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CODE INFORMATION: INTERNATIONAL BUILDING CODE 2018

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LAWN MOWER GARAGE SITE PLAN

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CLARIFIER CFRP REPAIR DETAILS

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WOODSHOP SITE PLAN

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CLARIFIER SITE PLAN

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CLARIFIER DEMOLITION DETAILS

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CLARIFIER CONSTRUCTION DETAILS

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A-BANK RACEWAYS

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13/13

QUARTERS #33 EXISTING SITE PLAN AND PHOTOS

C10

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JONES HOLE HIGHWAY

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VEHICLE

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DISINFECTION

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PUMP & CHLORINATION STATION

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VISITOR PARKING

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DRYING BEDS

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VEHICLE GARAGE

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MAINTENANCE SHOP

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LAWN MOWER GARAGE

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A BANK RACEWAYS

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WOOD SHOP

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CLARIFIER

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RESIDENCE #33

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HATCHERY BUILDING

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DESIGNED

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DRAWING NO.

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JONES HOLE NFH

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SITE IMPROVEMENTS

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6R-UT-601-20-025

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%%UQUARTERS #33

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SCALE: 1" = 40'

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%%UQUARTERS #33 (FRONT STAIRS)

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NO SCALE

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%%UQUARTERS #33 (BACK STAIRS)

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1. REMOVE EXISITNG AND BUILD (2) NEW LANDINGS AND STAIRS AT

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QUARTERS #33. LANDINGS MEASURE 60"X60". SEE SHEET C11

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FOR STAIR CONSTRUCTION DETAILS.

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SCALE

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%%UPROJECT SITE PLAN

SCALE: 1" = 200'

STAIR CONSTRUCTION PLAN

C11

AutoCAD SHX Text SECURE 4X4 RAILING AND DECK POSTS TO FRAMING USING (2) 1/2" X 7-1/2" GALVANIZED CARIAGE BOLTS, NUTS AND WASHERS

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TREX SELECT 2" SQUARE EDGE DECKING BOARD (SADDLE) OR APPR. EQUAL

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2X4 TOP/BOTTOM RAILS

AutoCAD SHX Text 2X2 BALUSTERS SPACED SUCH THAT THERE ARE NO OPENINGS GREATER THAT 4", TRIM BOTTOMS AT 45°

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TRIM STAIR BALUSTERS TO MATCH BOTTOM ANGLE OF STRINGER

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4X4 RAIL POST

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2X8 JOISTS AND FRAMING

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2X12 STAIR STRINGERS (TYP OF 4)

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4X4 DECK POST

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MAKE 1-1/2" CHAMFER BOTTOM OF DECK POST

AutoCAD SHX Text DIA. 2X6 BRACE ATTACHED W (2) 1/2" GALVANIZED CARRIAGE BOLTS EACH SIDE (TYP OF 3)

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COMPACTED SUBGRADE

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SIMPSON STRONG TIE (#PB44Z OR APPR. EQUAL)

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CONCRETE FOUNDATION

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SIMPSON STRONG TIE (#ABA44Z OR APPR. EQUAL)

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SIMPSON STRONG TIE BOLT (#174 OR APPR. EQUAL)

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EXITING CONCRETE

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ALLOW DECKING TO OVERHANG STRINGER 3" THIS SIDE

AutoCAD SHX Text ATTACH 4X4 DECK POSTS TO BOTH RIM JOISTS AND BRACE W (2) 7-1/2" GALV. CARRIAGE BOLTS, NUTS, WASHERS EACH (TYP ALL)

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2X8 JOIST ATTACHED WITH GALV. JOIST HANGERS (TYP)

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2X6 DIAG BRACE ATTACHED TO DECK POSTS W (2) CARRIAGE BOLTS EACH SIDE

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DOUBLE 2X8 JOIST ATTACHED WITH JOIST HANGERS

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ATTACH STRINGERS TO DOUBLE JOIST USING GALV. FRAMING ANGLES BOTH SIDES

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2X12 STRINGER (TYP OF 4)

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2X6 DIAG BRACE ATTACHED TO DECK POSTS W (2) CARRIAGE BOLTS EACH SIDE

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EXISTING BUILDING

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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SHEET

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SUB-SHEET

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JONES HOLE NFH

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SITE IMPROVEMENTS

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6R-UT-601-20-025

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NOTES:

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1. ALL WOOD FRAMING TO BE PRESSURE TREATED.

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%%UNEW DECK POST FOUNDATION - REAR STAIRS

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SCALE: 1-1/2" = 1'

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%%UDECK POST FOUNDATION - OTHER STAIRS

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SCALE: 1-1/2" = 1'

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%%USTAIRS - ELEVATION

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SCALE: 1" = 1'

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%%USTAIRS - FRAMING PLAN

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SCALE: 1" = 1'

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2. DECKING, STAIR TREADS AND RAILING CAPS TO BE TREX SELECT 2" SQUARE

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EDGE DECK BOARD (SADDLE). ATTACH W *DECK PLUS #10 X 2-1/2" SCREWS

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(OR APPR. EQUAL) COLOR TO MATCH DECKING.

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3. PLANS SHOWN ARE FOR FRONT STAIRS. REAR STAIRS SHOULD BE A MIRROR

IMAGE OF THESE PLANS.

MAINTENANCE SHOP SITE PLAN AND PHOTOS

C12

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JONES HOLE HIGHWAY

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VEHICLE

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DISINFECTION

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PUMP & CHLORINATION STATION

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VISITOR PARKING

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DRYING BEDS

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VEHICLE GARAGE

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MAINTENANCE SHOP

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LAWN MOWER GARAGE

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A BANK RACEWAYS

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WOOD SHOP

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CLARIFIER

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RESIDENCE #33

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HATCHERY BUILDING

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MAINTENANCE SHOP

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HATCHERY BUILDING

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VEHICLE GARAGE

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LAWN MOWER GARAGE

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BOLLARD SET INTO 12" DIA CONCRETE PIER

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GRAVEL BASE

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CONCRETE APRON/ ASPHALT PAVEMENT

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4" DIA STEEL PIPE, FILL WITH CONCRETE, PAINT YELLOW

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FILL WITH CONCRETE. FORM TO ROUNDED TOP.

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EXPANSION JOINT FILLER

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CROWN FOUNDATION TOP 1" ABOVE APRON / PAVEMENT SURFACE

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OVERHEAD DOOR

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4" DIAMETER BOLLARD

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%%UEXTERIOR

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%%UINTERIOR

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EXPANSION JOINT AROUND BOLLARD

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POST

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GIRT

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WALL PANEL

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CONCRETE PAD AT DOOR

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DESIGNED

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DATE

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DRAWING NO.

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JONES HOLE NFH

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SITE IMPROVEMENTS

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6R-UT-601-20-025

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%%UMAINTENANCE SHOP

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SCALE: 1" = 40'

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%%UMAINTENANCE SHOP

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NO SCALE

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%%UPIPE BOLLARD DETAIL

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SCALE: 1" = 1'-0"

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NOTES:

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1. INSTALL PIPE BOLLARDS ON EACH SIDE OF

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THE GARAGE DOORS (12 BOLLARDS TOTAL).

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%%UBOLLARD SECTION (TYP)

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%%UPROJECT SITE PLAN

HATCHERY BLDG SITE PLAN AND PHOTOS

C13

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JONES HOLE HIGHWAY

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VEHICLE

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DISINFECTION

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PUMP & CHLORINATION STATION

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VISITOR PARKING

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DRYING BEDS

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VEHICLE GARAGE

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MAINTENANCE SHOP

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LAWN MOWER GARAGE

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A BANK RACEWAYS

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WOOD SHOP

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CLARIFIER

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RESIDENCE #33

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HATCHERY BUILDING

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MAINTENANCE SHOP

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HATCHERY BUILDING

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VEHICLE GARAGE

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LAWN MOWER GARAGE

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DESIGNED

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CHECKED

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DATE

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DRAWING NO.

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SHEET

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JONES HOLE NFH

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SITE IMPROVEMENTS

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6R-UT-601-20-025

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%%UHATCHERY BUILDING

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%%UHATCHERY BUILDING

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1. REMOVE AND REPLACE CONCRETE SIDEWALK,

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2. INSTALL #3 BARS, 24" O.C. EACH WAY.

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PROVIDE MIN 3" CONCRETE COVER FROM GROUND CONTACT.

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%%UPROJECT SITE PLAN

VEHICLE GARAGE SITE PLAN AND PHOTOS

C14

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JONES HOLE HIGHWAY

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VEHICLE

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DISINFECTION

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PUMP & CHLORINATION STATION

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DRYING BEDS

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VEHICLE GARAGE

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MAINTENANCE SHOP

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LAWN MOWER GARAGE

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A BANK RACEWAYS

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WOOD SHOP

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CLARIFIER

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RESIDENCE #33

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HATCHERY BUILDING

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MAINTENANCE SHOP

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HATCHERY BUILDING

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VEHICLE GARAGE

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LAWN MOWER GARAGE

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BOLLARD SET INTO 12" DIA CONCRETE PIER

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GRAVEL BASE

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CONCRETE APRON/ ASPHALT PAVEMENT

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4" DIA STEEL PIPE, FILL WITH CONCRETE, PAINT YELLOW

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FILL WITH CONCRETE. FORM TO ROUNDED TOP.

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EXPANSION JOINT FILLER

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CROWN FOUNDATION TOP 1" ABOVE APRON / PAVEMENT SURFACE

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OVERHEAD DOOR

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4" DIAMETER BOLLARD

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%%UEXTERIOR

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%%UINTERIOR

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EXPANSION JOINT AROUND BOLLARD

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POST

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GIRT

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CONCRETE PAD AT DOOR

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DESIGNED

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JONES HOLE NFH

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SITE IMPROVEMENTS

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6R-UT-601-20-025

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%%UVEHICLE GARAGE

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%%UVEHICLE GARAGE

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NO SCALE

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%%UPIPE BOLLARD DETAIL

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NOTES:

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1. INSTALL PIPE BOLLARDS ON EACH SIDE OF

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THE GARAGE DOORS.

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%%UBOLLARD SECTION (TYP)

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SCALE: 1" = 1'-0"

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%%UPROJECT SITE PLAN

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LAWN MOWER GARAGE SITE PLAN AND PHOTOS

C15

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JONES HOLE HIGHWAY

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VEHICLE

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DISINFECTION

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PUMP & CHLORINATION STATION

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VISITOR PARKING

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DRYING BEDS

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VEHICLE GARAGE

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MAINTENANCE SHOP

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LAWN MOWER GARAGE

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A BANK RACEWAYS

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WOOD SHOP

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CLARIFIER

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RESIDENCE #33

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HATCHERY BUILDING

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HATCHERY BUILDING

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LAWN MOWER GARAGE

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BOLLARD SET INTO 12" DIA CONCRETE PIER

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GRAVEL BASE

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CONCRETE APRON/ ASPHALT PAVEMENT

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4" DIA STEEL PIPE, FILL WITH CONCRETE, PAINT YELLOW

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FILL WITH CONCRETE. FORM TO ROUNDED TOP.

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EXPANSION JOINT FILLER

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CROWN FOUNDATION TOP 1" ABOVE APRON / PAVEMENT SURFACE

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OVERHEAD DOOR

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4" DIAMETER BOLLARD

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%%UEXTERIOR

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%%UINTERIOR

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EXPANSION JOINT AROUND BOLLARD

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POST

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GIRT

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CONCRETE PAD AT DOOR

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DESIGNED

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DATE

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DRAWING NO.

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SHEET

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SUB-SHEET

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JONES HOLE NFH

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SITE IMPROVEMENTS

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AutoCAD SHX Text 12/09/2020

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6R-UT-601-20-025

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%%ULAWN MOWER GARAGE

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SCALE: 1" = 40'

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%%ULAWN MOWER GARAGE

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NO SCALE

AutoCAD SHX Text M 1:480

AutoCAD SHX Text 20m

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SCALE 1"=40'-0"

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AutoCAD SHX Text 10m

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AutoCAD SHX Text 40m

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AutoCAD SHX Text 30m

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AutoCAD SHX Text 1:40

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%%UPIPE BOLLARD DETAIL

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SCALE: 1" = 1'-0"

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NOTES:

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1. INSTALL PIPE BOLLARDS ON EACH SIDE OF

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THE GARAGE DOORS (2 BOLLARDS TOTAL).

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%%UBOLLARD SECTION (TYP)

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text A

AutoCAD SHX Text C14

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AutoCAD SHX Text 1m

AutoCAD SHX Text

AutoCAD SHX Text 1m

AutoCAD SHX Text

AutoCAD SHX Text 40m

AutoCAD SHX Text 80m

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AutoCAD SHX Text 160m

AutoCAD SHX Text 120m

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AutoCAD SHX Text 200m

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%%UPROJECT SITE PLAN

WOOD SHOP SITE PLAN AND PHOTOS

C16

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JONES HOLE HIGHWAY

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VEHICLE

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DISINFECTION

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PUMP & CHLORINATION STATION

AutoCAD SHX Text RESIDENCE No. 32

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VISITOR PARKING

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DRYING BEDS

AutoCAD SHX Text RESIDENCE No. 4

AutoCAD SHX Text RESIDENCE No. 1

AutoCAD SHX Text N

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VEHICLE GARAGE

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MAINTENANCE SHOP

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LAWN MOWER GARAGE

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A BANK RACEWAYS

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WOOD SHOP

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CLARIFIER

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RESIDENCE #33

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HATCHERY BUILDING

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DRYING BEDS

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LAWN MOWER GARAGE

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BOLLARD SET INTO 12" DIA CONCRETE PIER

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GRAVEL BASE

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CONCRETE APRON/ ASPHALT PAVEMENT

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4" DIA STEEL PIPE, FILL WITH CONCRETE, PAINT YELLOW

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FILL WITH CONCRETE. FORM TO ROUNDED TOP.

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EXPANSION JOINT FILLER

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CROWN FOUNDATION TOP 1" ABOVE APRON / PAVEMENT SURFACE

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OVERHEAD DOOR

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4" DIAMETER BOLLARD

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%%UEXTERIOR

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%%UINTERIOR

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EXPANSION JOINT AROUND BOLLARD

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POST

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GIRT

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WALL PANEL

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CONCRETE PAD AT DOOR

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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SHEET

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SUB-SHEET

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JONES HOLE NFH

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SITE IMPROVEMENTS

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AutoCAD SHX Text 12/09/2020

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6R-UT-601-20-025

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%%UWOOD SHOP

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SCALE: 1" = 40'

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%%UWOOD SHOP

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NO SCALE

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%%UPIPE BOLLARD DETAIL

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text

%%UBOLLARD SECTION (TYP)

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text A

AutoCAD SHX Text C11

AutoCAD SHX Text

AutoCAD SHX Text 1m

AutoCAD SHX Text

AutoCAD SHX Text 1m

AutoCAD SHX Text

AutoCAD SHX Text 40m

AutoCAD SHX Text 80m

AutoCAD SHX Text

AutoCAD SHX Text 160m

AutoCAD SHX Text 120m

AutoCAD SHX Text

AutoCAD SHX Text 200m

AutoCAD SHX Text

%%UPROJECT SITE PLAN

AutoCAD SHX Text

SCALE: 1" = 200'

AutoCAD SHX Text 20m

AutoCAD SHX Text

AutoCAD SHX Text 10m

AutoCAD SHX Text

AutoCAD SHX Text 40m

AutoCAD SHX Text

AutoCAD SHX Text 30m

AutoCAD SHX Text

NOTES:

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1. INSTALL PIPE BOLLARDS ON EACH SIDE OF

THE GARAGE DOORS (6 BOLLARDS TOTAL).

CLARIFIER SITE PLAN, DEMO AND PHOTOS

C17

AutoCAD SHX Text

JONES HOLE HIGHWAY

AutoCAD SHX Text RESIDENCE No. 32

AutoCAD SHX Text

VISITOR PARKING

AutoCAD SHX Text

DRYING BEDS

AutoCAD SHX Text RESIDENCE No. 4

AutoCAD SHX Text RESIDENCE No. 1

AutoCAD SHX Text RESIDENCE No. 3

AutoCAD SHX Text N

AutoCAD SHX Text

VEHICLE GARAGE

AutoCAD SHX Text

MAINTENANCE SHOP

AutoCAD SHX Text

LAWN MOWER GARAGE

AutoCAD SHX Text

A BANK RACEWAYS

AutoCAD SHX Text

WOOD SHOP

AutoCAD SHX Text

CLARIFIER

AutoCAD SHX Text

HATCHERY BUILDING

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text C17

AutoCAD SHX Text

CLARIFIER

AutoCAD SHX Text REMOVE SPALLING CONCRETE BY SAW CUTTING AND GRINDING TO COMPETENT CONCRETE NO CHIPPERS OR MECHANICAL HAMMERING DO NOT DAMAGE WATERSTOP

AutoCAD SHX Text

HORIZONTAL SAW CUT LINE ROUND ALL SAW-CUT EDGES TO MINIMUM RADIUS OF "12"

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EXISTING EXPANSION JOINT WITH WATER STOP

AutoCAD SHX Text SAW CUT LEVEL WITH LOWEST AREA OF DAMAGE (AWAY FROM EXPANSION JOINT AREA) DO NOT EXCEED 1 FOOT BELOW TOP OF CLARIFIER WALL ROUND ALL SAW-CUT EDGES TO RADIUS OF 1/2"

AutoCAD SHX Text

AutoCAD SHX Text C17

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EXISTING SPALLING CONCRETE

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SUB-SHEET

AutoCAD SHX Text

JONES HOLE NFH

AutoCAD SHX Text

SITE IMPROVEMENTS

AutoCAD SHX Text

RGB

AutoCAD SHX Text

RGB

AutoCAD SHX Text

AutoCAD SHX Text 12/09/2020

AutoCAD SHX Text

6R-UT-601-20-025

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%%UCLARIFIER

AutoCAD SHX Text

SCALE: 1" = 20'

AutoCAD SHX Text

%%USOUTH CLARIFIER WALL

AutoCAD SHX Text

NO SCALE

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NOTES:

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2. REMOVE SPALLING/DAMAGED CONCRETE BY

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PRESSURE WASHING, SAW CUTTING AND GRINDING

AutoCAD SHX Text

ONLY. MECHANICAL HAMMERS, CHIPPERS,

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AND JACKHAMMERS ARE NOT PERMITTED.

AutoCAD SHX Text

%%UEXPANSION JOINT

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text C17

AutoCAD SHX Text

%%UCLARIFIER - SOUTH INBOARD WALL

AutoCAD SHX Text

SCALE: 1/2" = 1'-0"

AutoCAD SHX Text A

AutoCAD SHX Text C17

AutoCAD SHX Text

%%UCLARIFIER EXPANSION JOINT

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text 2m

AutoCAD SHX Text 1m

AutoCAD SHX Text

5. PROTECT EXISTING EXPANSION JOINT WATERSTOP

AutoCAD SHX Text

FROM ANY INCIDENTAL DAMAGE.

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1. ALL A/C ELECTRICAL EQUIPMENT SHALL BE PROTECTED

AutoCAD SHX Text BY INDIVIDUAL GROUND FAULT INTERUPTERS (GFCIs). ALL

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AutoCAD SHX Text 1m

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AutoCAD SHX Text 20m

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AutoCAD SHX Text 10m

AutoCAD SHX Text 5m

AutoCAD SHX Text 15m

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4. ROUND ALL SAW-CUT EDGES TO MINIMUM RADIUS

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OF 1/2"

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3. APPROPRIATE CARTRIDGE RESPIRATORS REQUIRED WHILE DRY

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GRINDING AND CUTTING CONCRETE SURFACES

AutoCAD SHX Text

ELECTRICAL EQUIPMENT SHALL HAVE PROPER GROUNDING

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WHICH SHALL BE INSPECTED AT THE BEGINNING OF EACH

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WORK DAY.

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(DUST MASKS INSUFFICIENT).

AutoCAD SHX Text M 1:2400

AutoCAD SHX Text

AutoCAD SHX Text 40m

AutoCAD SHX Text 80m

AutoCAD SHX Text

AutoCAD SHX Text 160m

AutoCAD SHX Text 120m

AutoCAD SHX Text

AutoCAD SHX Text 200m

AutoCAD SHX Text

%%UPROJECT SITE PLAN

CLARIFIER DEMO DETAILS

C18

AutoCAD SHX Text

LIMITS OF SAW-CUT (CONCRETE & #5 BARS)

AutoCAD SHX Text KEEP #5 BARS INTACT THIS SIDE OF EXPANSION JOINT TRIM TO MATCH ELEVATION OF SAW-CUT

AutoCAD SHX Text

KEEP #5 BARS INTACT THIS SIDE OF EXPANSION JOINT DO NOT TRIM

AutoCAD SHX Text

EXISTING EXPANSION JOINT AND WATERSTOP PROTECT WATERSTOP FROM INCIDENTAL DAMAGE

AutoCAD SHX Text

EXISTING EXPANSION JOINT WITH WATER STOP DO NOT DAMAGE WATERSTOP

AutoCAD SHX Text SAW-CUT LEVEL WITH LOWEST AREA OF DAMAGE (AWAY FROM EXPANSION JOINT AREA) ROUND ALL SAW-CUT EDGES TO MINIMUM RADIUS OF "12"

AutoCAD SHX Text

AutoCAD SHX Text C18

AutoCAD SHX Text

DO NOT EXCEED 1 FOOT BELOW TOP OF CLARIFIER WALL

AutoCAD SHX Text LIMITS OF CONCRETE REMOVAL FROM EXPANSION JOINT DO NOT REMOVE ANY MORE MATERIAL THAN NECESSARY TO REACH COMPETENT CONCRETE

AutoCAD SHX Text

EXISTING #5 BARS @ 12" O.C. (TYP.)

AutoCAD SHX Text

EXISTING EXPANSION JOINT WITH WATERSTOP PROTECT WATERSTOP FROM INCIDENTAL DAMAGE

AutoCAD SHX Text REMOVE SPALLING CONCRETE BY SAW CUTTING AND GRINDING TO COMPETENT CONCRETE NO CHIPPERS OR MECHANICAL HAMMERING DO NOT DAMAGE WATERSTOP

AutoCAD SHX Text

EXISTING CONCRETE SPALL

AutoCAD SHX Text

SAW-CUT LINE EAST WALL

AutoCAD SHX Text SAW CUT LEVEL WITH LOWEST AREA OF DAMAGE DO NOT EXCEED 1' MAX. SAW-CUT DEPTH ROUND ALL SAW-CUT EDGES TO MINIMUM RADIUS OF "12"

AutoCAD SHX Text

EXISTING SPALLING DAMAGE

AutoCAD SHX Text

TOP OF SOUTH CLARIFIER WALL

AutoCAD SHX Text

TOP OF EAST CLARIFIER WALL

AutoCAD SHX Text

EXISTING GROUND ELEVATION

AutoCAD SHX Text N

AutoCAD SHX Text c

AutoCAD SHX Text C18

AutoCAD SHX Text A

AutoCAD SHX Text C18

AutoCAD SHX Text B

AutoCAD SHX Text C18

AutoCAD SHX Text

CLARIFIER

AutoCAD SHX Text

DESIGNED

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DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

DATE

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DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SUB-SHEET

AutoCAD SHX Text

JONES HOLE NFH

AutoCAD SHX Text

SITE IMPROVEMENTS

AutoCAD SHX Text

RGB

AutoCAD SHX Text

RGB

AutoCAD SHX Text

AutoCAD SHX Text 12/09/2020

AutoCAD SHX Text

6R-UT-601-20-025

AutoCAD SHX Text

%%UEXPANSION JOINT

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text C18

AutoCAD SHX Text

%%UCLARIFIER INBOARD WALL

AutoCAD SHX Text

SCALE: 1/2" = 1'-0"

AutoCAD SHX Text c

AutoCAD SHX Text C18

AutoCAD SHX Text

%%USW INBOARD EXPANSION JOINT

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text 2m

AutoCAD SHX Text 1m

AutoCAD SHX Text

%%USW INBOARD CLARIFIER WALL

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text A

AutoCAD SHX Text C18

AutoCAD SHX Text

AutoCAD SHX Text 1m

AutoCAD SHX Text

%%USE OUTBOARD CLARIFIER WALL

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text B

AutoCAD SHX Text C17

AutoCAD SHX Text

AutoCAD SHX Text 1m

AutoCAD SHX Text

AutoCAD SHX Text 1m

AutoCAD SHX Text

%%UCLARIFIER

AutoCAD SHX Text

SCALE: 1" = 20'

AutoCAD SHX Text 20m

AutoCAD SHX Text

AutoCAD SHX Text 10m

AutoCAD SHX Text 5m

AutoCAD SHX Text 15m

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

2. REMOVE SPALLING/DAMAGED CONCRETE BY

AutoCAD SHX Text

PRESSURE WASHING, SAW CUTTING AND GRINDING

AutoCAD SHX Text

ONLY. MECHANICAL HAMMERS, CHIPPERS,

AutoCAD SHX Text

AND JACKHAMMERS ARE NOT PERMITTED.

AutoCAD SHX Text

5. PROTECT EXISTING EXPANSION JOINT WATERSTOP

AutoCAD SHX Text

FROM ANY INCIDENTAL DAMAGE.

AutoCAD SHX Text

1. ALL A/C ELECTRICAL EQUIPMENT SHALL BE PROTECTED

AutoCAD SHX Text BY INDIVIDUAL GROUND FAULT INTERUPTERS (GFCIs). ALL

AutoCAD SHX Text

4. ROUND ALL SAW-CUT EDGES TO MINIMUM RADIUS

AutoCAD SHX Text

OF 1/2"

AutoCAD SHX Text

3. APPROPRIATE CARTRIDGE RESPIRATORS REQUIRED WHILE DRY

AutoCAD SHX Text

GRINDING AND CUTTING CONCRETE SURFACES

AutoCAD SHX Text

ELECTRICAL EQUIPMENT SHALL HAVE PROPER GROUNDING

AutoCAD SHX Text

WHICH SHALL BE INSPECTED AT THE BEGINNING OF EACH

AutoCAD SHX Text

WORK DAY.

(DUST MASKS INSUFFICIENT).

CLARIFIER CONSTRUCITON DETAILS

C19

AutoCAD SHX Text

LIMITS OF SAW-CUT (CONCRETE & #5 BARS)

AutoCAD SHX Text PREPARE EXISTING CONCRETE SURFACE AND SCREW WITH SIKADUR 32 HI-MOD BONDING AGENT (OR APPR. EQUAL) PRIOR TO INFILLING) APPLY IN LIFTS OF 6" MAX) APPLY IN LIFTS OF 6" MAX

AutoCAD SHX Text

TOP OF EXISTING SOUTH CLARIFIER WALL

AutoCAD SHX Text REMOVE AND REPLACE BROKEN, DAMAGED, MISSING EXPANSION JOINT MATERIAL WITH FIBERFLEX JOINT FILLER (OR APPROVED EQUAL) PROTECT WATERSTOP FROM INCIDENTAL DAMAGE

AutoCAD SHX Text

AutoCAD SHX Text C19

AutoCAD SHX Text REMOVE AND REPLACE BROKEN, DAMAGED, MISSING EXPANSION JOINT MATERIAL WITH FIBERFLEX JOINT FILLER (OR APPROVED EQUAL) PROTECT WATERSTOP FROM INCIDENTAL DAMAGE

AutoCAD SHX Text SAW-CUT LEVEL WITH LOWEST AREA OF DAMAGE (AWAY FROM EXPANSION JOINT AREA) ROUND ALL SAW-CUT EDGES TO MINIMUM RADIUS OF "12"

AutoCAD SHX Text

AutoCAD SHX Text C19

AutoCAD SHX Text PREPARE EXISTING CONCRETE AND EXPOSED REBAR SURFACES WITH SIKADUR 32 HI-MOD BONDING AGENT (OR APPR. EQUAL) PRIOR TO INFILLING

AutoCAD SHX Text N

AutoCAD SHX Text C

AutoCAD SHX Text C19

AutoCAD SHX Text A

AutoCAD SHX Text C19

AutoCAD SHX Text B

AutoCAD SHX Text C19

AutoCAD SHX Text

CLARIFIER

AutoCAD SHX Text

NEW 40' SPLIT RAIL FENCE

AutoCAD SHX Text REMOVE AND REPLACE BROKEN, DAMAGED, MISSING EXPANSION JOINT MATERIAL WITH FIBERFLEX JOINT FILLER (OR APPROVED EQUAL) PROTECT WATERSTOP FROM INCIDENTAL DAMAGE

AutoCAD SHX Text INFILL MISSING CONCRETE WITH SIKAQUICK (OR APPR. EQUAL) APPLY IN LIFTS OF 6" MAX.

AutoCAD SHX Text PREPARE EXISTING CONCRETE SURFACE AND SCREW WITH SIKADUR 32 HI-MOD BONDING AGENT (OR APPR. EQUAL) PRIOR TO INFILLING

AutoCAD SHX Text INSTALL TAPCON " X 3- " 14" X 3- " 14" MASONRY HEX SCREW LEAVE HEAD PROUD MAINTAIN MIN 2" OF COVER

AutoCAD SHX Text

SAW-CUT LINE EAST WALL

AutoCAD SHX Text SOUTH WALL LEVEL WITH LOWEST AREA OF DAMAGE DO NOT EXCEED 1' MAX. SAW-CUT DEPTH ROUND ALL SAW-CUT EDGES TO MINIMUM RADIUS OF "12"

AutoCAD SHX Text

TOP OF EAST CLARIFIER WALL

AutoCAD SHX Text

EXISTING GROUND ELEVATION

AutoCAD SHX Text

INFILL MISSING CONCRETE WITH SIKAQUICK (OR APPR. EQUAL) APPLY IN LIFTS OF 6" MAX

AutoCAD SHX Text INSTALL TAPCON " X 3- " 14" X 3- " 14" MASONRY HEX SCREWS LEAVE APPROX. 1 " PROUD 34" PROUD PREP WITH "SIKADUR 32 HI-MOD BONDING AGENT" PRIOR TO INFILL MAINTAIN 2" OF COVER SPACED @ APPROX. 8"

AutoCAD SHX Text

INSTALL FIBERFLEX JOINT FILLER (OR APPROVED EQUAL) BETWEEN MONOLITHS

AutoCAD SHX Text

TOP OF CLARIFIER WALL

AutoCAD SHX Text

TOP OF CLARIFIER WALL

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SUB-SHEET

AutoCAD SHX Text

JONES HOLE NFH

AutoCAD SHX Text

SITE IMPROVEMENTS

AutoCAD SHX Text

RGB

AutoCAD SHX Text

RGB

AutoCAD SHX Text

AutoCAD SHX Text 12/09/2020

AutoCAD SHX Text

6R-UT-601-20-025

AutoCAD SHX Text

%%UEXPANSION JOINT

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text C19

AutoCAD SHX Text

%%USOUTH INBOARD CLARIFIER WALL

AutoCAD SHX Text

SCALE: 1/2" = 1'-0"

AutoCAD SHX Text C

AutoCAD SHX Text C19

AutoCAD SHX Text 2m

AutoCAD SHX Text 1m

AutoCAD SHX Text

AutoCAD SHX Text 1m

AutoCAD SHX Text

%%UCLARIFIER

AutoCAD SHX Text

SCALE: 1" = 20'

AutoCAD SHX Text 20m

AutoCAD SHX Text

AutoCAD SHX Text 10m

AutoCAD SHX Text 5m

AutoCAD SHX Text 15m

AutoCAD SHX Text

%%USW INBOARD CLARIFIER WALL

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text A

AutoCAD SHX Text C19

AutoCAD SHX Text

AutoCAD SHX Text 1m

AutoCAD SHX Text

%%USE OUTBOARD CLARIFIER WALL

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text B

AutoCAD SHX Text C19

AutoCAD SHX Text

AutoCAD SHX Text 1m

AutoCAD SHX Text

%%UEXPANSION JOINT DETAIL

AutoCAD SHX Text

SCALE: 1-1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text C19

AutoCAD SHX Text 40cm

AutoCAD SHX Text

AutoCAD SHX Text 20cm

AutoCAD SHX Text

AutoCAD SHX Text 60cm

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

2. REMOVE SPALLING/DAMAGED CONCRETE BY

AutoCAD SHX Text

PRESSURE WASHING, SAW CUTTING AND GRINDING

AutoCAD SHX Text

ONLY. MECHANICAL HAMMERS, CHIPPERS,

AutoCAD SHX Text

AND JACKHAMMERS ARE NOT PERMITTED.

AutoCAD SHX Text

5. PROTECT EXISTING EXPANSION JOINT WATERSTOP

AutoCAD SHX Text

FROM ANY INCIDENTAL DAMAGE.

AutoCAD SHX Text

1. ALL A/C ELECTRICAL EQUIPMENT SHALL BE PROTECTED

AutoCAD SHX Text BY INDIVIDUAL GROUND FAULT INTERUPTERS (GFCIs). ALL

AutoCAD SHX Text

4. ROUND ALL SAW-CUT EDGES TO MINIMUM RADIUS

AutoCAD SHX Text

OF 1/2"

AutoCAD SHX Text

3. APPROPRIATE CARTRIDGE RESPIRATORS REQUIRED WHILE DRY

AutoCAD SHX Text

GRINDING AND CUTTING CONCRETE SURFACES

AutoCAD SHX Text

ELECTRICAL EQUIPMENT SHALL HAVE PROPER GROUNDING

AutoCAD SHX Text

WHICH SHALL BE INSPECTED AT THE BEGINNING OF EACH

AutoCAD SHX Text

WORK DAY.

(DUST MASKS INSUFFICIENT).

CLARIFIER CFRP REPAIR DETAILS

C20

AutoCAD SHX Text ATTEMPT TO EXTEND APPLICATION OF CFRP TO 8" BEYOND CONCRETE INFILL WHERE POSSIBLE

AutoCAD SHX Text PREPARE CONCRETE SURFACE FOR APPLICATION BY GRINDING TO SANDPAPER TEXTURE APPLY 1 LAYER EACH WAY SIKA PRESAT 103C USING SIKADUR 330 US (OR APPR. EQUAL) IN ACCORDANCE W MANUFAC RECOMMENDATIONS

AutoCAD SHX Text ATTEMPT TO EXTEND APPLICATION OF CFRP TO 8" BEYOND CONCRETE INFILL WHERE POSSIBLE

AutoCAD SHX Text

LIMITS OF ORIGINAL CONC. DEMO

AutoCAD SHX Text

AutoCAD SHX Text C20

AutoCAD SHX Text

WATER SURFACE ELEVATION

AutoCAD SHX Text PREP FOR PAINTING BY WASHING WITH HOT SOAPY WATER. PAINT WITH EXTERIOR GRADE, ROLLER-APPLIED WHITE PAINT

AutoCAD SHX Text N

AutoCAD SHX Text C

AutoCAD SHX Text C20

AutoCAD SHX Text A

AutoCAD SHX Text C20

AutoCAD SHX Text B

AutoCAD SHX Text C20

AutoCAD SHX Text

CLARIFIER

AutoCAD SHX Text

EXTEND CFRP 8" BEYOND CONCRETE REPAIR

AutoCAD SHX Text PREP FOR PAINTING BY WASHING WITH HOT SOAPY WATER. PAINT WITH EXTERIOR GRADE, ROLLER-APPLIED WHITE PAINT

AutoCAD SHX Text

EXTEND CFRP 8" BEYOND TRANSITION CUT

AutoCAD SHX Text

EXISTING GROUND ELEVATION

AutoCAD SHX Text

EXTEND CFRP TO 1' BELOW TOP OF CUT ON OUTBOARD SIDE

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SUB-SHEET

AutoCAD SHX Text

JONES HOLE NFH

AutoCAD SHX Text

SITE IMPROVEMENTS

AutoCAD SHX Text

RGB

AutoCAD SHX Text

RGB

AutoCAD SHX Text

AutoCAD SHX Text 12/09/2020

AutoCAD SHX Text

6R-UT-601-20-025

AutoCAD SHX Text

%%UEXPANSION JOINT

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text C20

AutoCAD SHX Text

%%USOUTH INBOARD CLARIFIER WALL

AutoCAD SHX Text

SCALE: 1/2" = 1'-0"

AutoCAD SHX Text C

AutoCAD SHX Text C20

AutoCAD SHX Text 2m

AutoCAD SHX Text 1m

AutoCAD SHX Text

AutoCAD SHX Text 1m

AutoCAD SHX Text

%%UCLARIFIER

AutoCAD SHX Text

SCALE: 1" = 20'

AutoCAD SHX Text 20m

AutoCAD SHX Text

AutoCAD SHX Text 10m

AutoCAD SHX Text 5m

AutoCAD SHX Text 15m

AutoCAD SHX Text

%%USW INBOARD CLARIFIER WALL

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text A

AutoCAD SHX Text C20

AutoCAD SHX Text

AutoCAD SHX Text 1m

AutoCAD SHX Text

%%USE OUTBOARD CLARIFIER WALL

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text B

AutoCAD SHX Text C20

AutoCAD SHX Text

AutoCAD SHX Text 1m

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

2. REMOVE SPALLING/DAMAGED CONCRETE BY

AutoCAD SHX Text

PRESSURE WASHING, SAW CUTTING AND GRINDING

AutoCAD SHX Text

ONLY. MECHANICAL HAMMERS, CHIPPERS,

AutoCAD SHX Text

AND JACKHAMMERS ARE NOT PERMITTED.

AutoCAD SHX Text

5. PROTECT EXISTING EXPANSION JOINT WATERSTOP

AutoCAD SHX Text

FROM ANY INCIDENTAL DAMAGE.

AutoCAD SHX Text

1. ALL A/C ELECTRICAL EQUIPMENT SHALL BE PROTECTED

AutoCAD SHX Text BY INDIVIDUAL GROUND FAULT INTERUPTERS (GFCIs). ALL

AutoCAD SHX Text

4. ROUND ALL SAW-CUT EDGES TO MINIMUM RADIUS

AutoCAD SHX Text

OF 1/2"

AutoCAD SHX Text

3. APPROPRIATE CARTRIDGE RESPIRATORS REQUIRED WHILE DRY

AutoCAD SHX Text

GRINDING AND CUTTING CONCRETE SURFACES

AutoCAD SHX Text

ELECTRICAL EQUIPMENT SHALL HAVE PROPER GROUNDING

AutoCAD SHX Text

WHICH SHALL BE INSPECTED AT THE BEGINNING OF EACH

AutoCAD SHX Text

WORK DAY.

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(DUST MASKS INSUFFICIENT).

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6. INSTALL SIKA PRESAT 103C IN STRICT ACCORDANCE WITH

MANUFACTURER'S RECOMMENDATIONS.

A-BANK RACEWAYS SITE PLAN

C21

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JONES HOLE HIGHWAY

AutoCAD SHX Text RESIDENCE No. 32

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VISITOR PARKING

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DRYING BEDS

AutoCAD SHX Text RESIDENCE No. 4

AutoCAD SHX Text RESIDENCE No. 1

AutoCAD SHX Text RESIDENCE No. 3

AutoCAD SHX Text N

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VEHICLE GARAGE

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MAINTENANCE SHOP

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LAWN MOWER GARAGE

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A BANK RACEWAYS

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WOOD SHOP

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CLARIFIER

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HATCHERY BUILDING

AutoCAD SHX Text N

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AutoCAD SHX Text C21

AutoCAD SHX Text PREPARE SAW-CUT CONCRETE SURFACES WITH SIKADUR 32 HI-MOD BONDING AGENT (OR APPR. EAUAL) PRIOR TO INFILLING

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SAW-CUT AND REMOVE DAMAGED CONCRETE

AutoCAD SHX Text CONSTRUCT FORM AROUND DAMGED AREA INFILL MISSING CONCRETE WITH SIKAQUICK -1000 (OR APPR. EQUAL) APPLY IN LIFTS OF 6" MAX

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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SHEET

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SUB-SHEET

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JONES HOLE NFH

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SITE IMPROVEMENTS

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RGB

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RGB

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AutoCAD SHX Text 12/09/2020

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6R-UT-601-20-025

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%%UA-BANK RACEWAY A6-A10

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SCALE: 1" = 10'

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%%URACEWAY A

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SCALE: 1" = 1'-0"

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AutoCAD SHX Text C21

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%%URACEWAY A

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NO SCALE

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AutoCAD SHX Text 1m

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NOTES:

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2. REMOVE SPALLING/DAMAGED CONCRETE BY

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PRESSURE WASHING, SAW CUTTING AND GRINDING

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ONLY. MECHANICAL HAMMERS, CHIPPERS,

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AND JACKHAMMERS ARE NOT PERMITTED.

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1. ALL A/C ELECTRICAL EQUIPMENT SHALL BE PROTECTED

AutoCAD SHX Text BY INDIVIDUAL GROUND FAULT INTERUPTERS (GFCIs). ALL

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3. APPROPRIATE CARTRIDGE RESPIRATORS REQUIRED WHILE DRY

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GRINDING AND CUTTING CONCRETE SURFACES

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ELECTRICAL EQUIPMENT SHALL HAVE PROPER GROUNDING

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WHICH SHALL BE INSPECTED AT THE BEGINNING OF EACH

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WORK DAY.

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(DUST MASKS INSUFFICIENT).

AutoCAD SHX Text M 1:2400

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AutoCAD SHX Text 40m

AutoCAD SHX Text 80m

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%%UPROJECT SITE PLAN

20-025 XPLAN-Cover

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Cover

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C10

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C11

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C21

	2020-12-15T07:43:09-0700
LORRI HARPER

File details come from the government source that posted it. Updated Jan 27, 2021.