Wilson_Lake_Drawings.pdf

PDF 6 MB Posted Apr 11, 2023

Attached to: WILSON LAKE SITE IMPROVEMENTS Federal contract opportunity
Solicitation number: 140L2623R0005
Issued by: Department of the Interior Bureau of Land Management Idaho Region

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Written by GovTribe AI · Dec 27, 2023

This solicitation is for site improvement construction services at Wilson Lake in Idaho. The Bureau of Land Management seeks a contractor to construct new campsites, roads, parking areas, restrooms, and a pavilion at the recreation site. Work includes grading, paving, concrete work, and installation of amenities like fire rings, picnic tables, and signage. Bidders must have experience with similar public works projects. The response deadline is 30 days from issuance with award expected within 90 days.

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Other files for this federal contract opportunity

Other files attached to WILSON LAKE SITE IMPROVEMENTS, newest first.
File	Type	Posted
B11_Wilson_Prebid_0001.pdf	PDF	Apr 28, 2023
Fire_rings_0001.pdf	PDF	Apr 28, 2023
Sol_140L2623R0005_Amd_0001.pdf	PDF	Apr 28, 2023
SF-24_Bid_Bond.pdf	PDF	Apr 11, 2023
ADDENDUM.pdf	PDF	Apr 11, 2023
Sol_140L2623R0005.pdf	PDF	Apr 11, 2023
Wilson_Lake_Specs.pdf	PDF	Apr 11, 2023

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IDAHO

FALLS

REXBURG

BLACKFOOT

POCATELLO

TWIN FALLS

SUN VALLEY

CASCADE

MCALL

BOISE

MOSCOW

COUER d'

ALENE

RUPERT

SALMON

BURLEY

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

WILSON LAKE SITE IMPROVEMENTS

INDEX OF DRAWINGS

PROJECT LOCATION SITE ACCESS

DESIGNERS

PROJECT

VICINITY

PROJECT VICINITY

PROJECT

LOCATION

WILSON LAKE

RECREATION SITE

J-U-B ENGINEERS, INC.

Call before you dig.

Know what's below .

CALL 2 BUSINESS DAYS IN ADVANCE BEFORE

YOU DIG, GRADE, OR EXCAVATE FOR THE

MARKING OF UNDERGROUND MEMBER

UTILITIES

1 2 3 8 2

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REGISTEREDPROFESS IONA L ENGINEER

G R E G A N D E R S O NI

GENERAL

G001 COVER SHEET

CIVIL

C001 GENERAL CIVIL NOTES, ABBREVIATIONS AND LEGEND

C101 OVERALL PROJECT SITE PLAN

C102 SITE PLAN - CAMPSITES 1-4

C103 SITE PLAN - CAMPSITES 5-8

C104 GRADING PLAN - CAMPSITES 1-4

C105 GRADING PLAN - CAMPSITES 5-8

C106 GRADING PLAN - WEST PARKING AND RESTROOMS

C201 EAST LOOP ROAD PLAN AND PROFILE

C202 EAST CONNECTOR ROAD PLAN AND PROFILE

C203 WEST LOOP ROAD PLAN AND PROFILE

C204 WEST LOOP ROAD PLAN AND PROFILE

C205 WEST CONNECTOR ROAD PLAN AND PROFILE

C206 WEST CONNECTOR ROAD PLAN AND PROFILE

C501 MISCELLANEOUS CIVIL DETAILS

STRUCTURAL

S001 GENERAL STRUCTURAL NOTES

S101 PAVILION STRUCTURE

S102 ENTRY KIOSK STRUCTURE

S501 DETAILS

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text PLOT DATE:4/15/2021 5:18 PM PLOTTED BY:Jason Croft 4/15/2021 5:18 PM PLOTTED BY:Jason Croft PLOTTED BY:Jason Croft Jason Croft \\jub.com\central\Clients\ID\NorthWind\Projects\80-20-512_DO21WilsonLake\Design\CAD\Sheet\80-20-512_G001

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COVER SHEET

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WILSON LAKE SITE IMPROVEMENTS

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BURLEY FIELD OFFICE

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AMERICAN DISABILITIES ACT

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1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), AND THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2. ALL CONTRACTORS, AND SUBCONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE WITH THE CONTRACTING OFFICER PRIOR TO START OF WORK. ALL CONTRACTORS, AND SUBCONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE WITH THE CONTRACTING OFFICER PRIOR TO START OF WORK. 3. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES, AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. 4. WHEN DISCREPANCIES OCCUR BETWEEN THE PLANS, SPECIFICATIONS, AND/OR FIELD CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING WHEN DISCREPANCIES OCCUR BETWEEN THE PLANS, SPECIFICATIONS, AND/OR FIELD CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER. UNTIMELY NOTIFICATION SHALL NULLIFY ANY CONTRACTOR'S CLAIM FOR ADDITIONAL COMPENSATION. 5. THE LOCATIONS OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING THE LOCATIONS OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND OR OVERHEAD UTILITIES. CALL DIG-LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO EXCAVATING TO REQUEST LOCATIONS OF UNDERGROUND UTILITIES. UTILITY LOCATION AND VERIFICATION SHALL BE AN ONGOING PROCESS. WHERE CONFLICTING UTILITIES MAY BE PRESENT, THE CONTRACTOR SHALL VERIFY LOCATION AHEAD OF TRENCHING OPERATIONS, AND IMMEDIATELY NOTIFY THE CONTRACTING OFFICER OF ANY POTENTIAL CONFLICTS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING STANDARDS LISTED IN NOTE 1 AND MAINTAINING A COPY ON SITE DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING STANDARDS LISTED IN NOTE 1 AND MAINTAINING A COPY ON SITE DURING CONSTRUCTION. 7. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. 8. CONTRACTORS SHALL NOTIFY THE CONTRACTING OFFICER WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON CONTRACTORS SHALL NOTIFY THE CONTRACTING OFFICER WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY-FOUR (24) HOUR PRIOR NOTICE. 9. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE CONTRACTING OFFICER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL NOTE NO. 1. 10. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING; (B) PLACING OF AGGREGATE BASE; (C) PLACING WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; AND (D) PLACING OF ASPHALT. 11. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 12. RETAIN AND PROTECT ALL FEATURES NOT DESIGNATED TO BE MODIFIED OR CONSTRUCTED. RETAIN AND PROTECT ALL FEATURES NOT DESIGNATED TO BE MODIFIED OR CONSTRUCTED. 13. ALL EXISTING FEATURES WHICH ARE BEING JOINED OR MATCHED IN CONNECTION WITH THIS PROJECT, SHALL BE JOINED OR MATCHED IN A MANNER SATISFACTORY ALL EXISTING FEATURES WHICH ARE BEING JOINED OR MATCHED IN CONNECTION WITH THIS PROJECT, SHALL BE JOINED OR MATCHED IN A MANNER SATISFACTORY TO THE GOVERNMENT INCLUDING NECESSARY SAW CUTTING, REMOVAL, REPLACEMENT, AND CAPPING. 14. SITE SHALL BE CLEANED AND RESTORED TO ORIGINAL OR BETTER CONDITION UPON COMPLETION OF WORK. SITE SHALL BE CLEANED AND RESTORED TO ORIGINAL OR BETTER CONDITION UPON COMPLETION OF WORK. 15. THE CONTRACTOR SHALL FIELD VERIFY AND PROTECT ALL TEMPORARY BENCHMARKS AND OTHER DIMENSIONS AND ELEVATIONS PRIOR TO COMMENCEMENT OF THE CONTRACTOR SHALL FIELD VERIFY AND PROTECT ALL TEMPORARY BENCHMARKS AND OTHER DIMENSIONS AND ELEVATIONS PRIOR TO COMMENCEMENT OF WORK. NOTIFY THE CONTRACTING OFFICER OF ANY CONFLICTS. 16. CONTRACTOR SHALL ENSURE THAT ALL SIDEWALKS, RAMPS, ACCESSIBLE PARKING SPACES, AND OTHER PEDESTRIAN ACCESS ITEMS COMPLY WITH THE AMERICANS CONTRACTOR SHALL ENSURE THAT ALL SIDEWALKS, RAMPS, ACCESSIBLE PARKING SPACES, AND OTHER PEDESTRIAN ACCESS ITEMS COMPLY WITH THE AMERICANS WITH DISABILITIES ACT ACCESSIBLE GUIDELINES (ADAAG) REQUIREMENTS.

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1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL LOCAL, STATE, AND FEDERAL PERMITS REQUIRED FOR STORM WATER MANAGEMENT AS A RESULT OF THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL LOCAL, STATE, AND FEDERAL PERMITS REQUIRED FOR STORM WATER MANAGEMENT AS A RESULT OF CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR REVIEW BY THE CONTRACTING OFFICER. THE CONTRACTOR SHALL OBTAIN A COPY OF THE U.S. ENVIRONMENTAL PROTECTION AGENCY'S (EPA) NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) CONSTRUCTION GENERAL PERMIT (CGP) FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY AND SUBMIT AND FILE A NOTICE OF INTENT (NOI) AND NOTICE OF TERMINATION (NOT) AS REQUIRED BY THE EPA. THE CGP DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH OTHER REGULATIONS OR CONTRACT REQUIREMENTS REGARDING STORM WATER POLLUTION PREVENTION INCLUDING BUT NOT LIMITED TO PROTECTION OF SURFACE WATERS, PREVENTION OF TRACKED SOILS TO ADJACENT STREETS, FUEL CONTAINMENT, SPILL CONTROL, ETC. 2. THE CONTRACTOR SHALL TAKE ALL NECESSARY ACTION TO MINIMIZE DEPOSITING AND TRACKING OF MUD, DIRT, SAND, GRAVEL, ROCK, OR DEBRIS ON TO THE PUBLIC THE CONTRACTOR SHALL TAKE ALL NECESSARY ACTION TO MINIMIZE DEPOSITING AND TRACKING OF MUD, DIRT, SAND, GRAVEL, ROCK, OR DEBRIS ON TO THE PUBLIC RIGHT-OF-WAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CLEAN UP OF THE PUBLIC RIGHTS-OF-WAY OR ADJACENT PRIVATE PROPERTY FROM ANY TRACKING OR DEPOSITING OF MUD, DIRT, SAND, GRAVEL, ROCK, OR DEBRIS. 3. NO DEBRIS, DIRT, AGGREGATE, OR EXCAVATED MATERIALS OR CONSTRUCTION SUPPLIES, SHALL BE PLACED ON THE PUBLIC RIGHT-OF-WAY UNLESS PERMITTED BY NO DEBRIS, DIRT, AGGREGATE, OR EXCAVATED MATERIALS OR CONSTRUCTION SUPPLIES, SHALL BE PLACED ON THE PUBLIC RIGHT-OF-WAY UNLESS PERMITTED BY THE GOVERNMENT AGENCY, OR OTHER CONTROLLING ENTITY. IN ADDITION, PUBLIC APPROACHES SHALL NOT BE REMOVED, BLOCKED, OR OTHERWISE RENDERED UNUSABLE BY CONSTRUCTION ACTIVITY, EQUIPMENT OR MATERIALS, OR PORTABLE TOILETS, UNLESS A SAFE, USABLE ALTERNATE WALKWAY, WHICH MEETS THE DESIGN STANDARDS, IS PLACED ON THE SAME SIDE OF THE RIGHT-OF-WAY BY THE CONTRACTOR. 4. STAGING, PARKING AND SOIL STOCKPILE AREAS SHALL BE SHOWN ON THE SWPPP LISTED IN EROSION AND SEDIMENT CONTROL NOTE 1. NO SOILS OR AGGREGATE STAGING, PARKING AND SOIL STOCKPILE AREAS SHALL BE SHOWN ON THE SWPPP LISTED IN EROSION AND SEDIMENT CONTROL NOTE 1. NO SOILS OR AGGREGATE STOCKPILES ARE PERMITTED ON UNDISTURBED PORTIONS OF THE PROPERTY WITHOUT PRIOR APPROVAL OF THE GOVERNMENT AND UNLESS EROSION CONTROL MEASURES ARE IN PLACE TO PREVENT DEPOSITION OF THE OFF-SITE SEDIMENT. 5. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING NON-PAVED AREA CAUSED BY VEHICLES AND EQUIPMENT. ALL DAMAGE TO EXISTING VEGETATION SHALL BE CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING NON-PAVED AREA CAUSED BY VEHICLES AND EQUIPMENT. ALL DAMAGE TO EXISTING VEGETATION SHALL BE RESTORED TO THE CONDITION THAT EXISTED PRIOR TO CONSTRUCTION OR BETTER. 6. CONTRACTOR SHALL COMPLY WITH ALL PERTINENT GOVERNMENT, FEDERAL, STATE AND LOCAL AGENCIES WHICH HAVE JURISDICTION OVER DUST FOR THE CONTROL CONTRACTOR SHALL COMPLY WITH ALL PERTINENT GOVERNMENT, FEDERAL, STATE AND LOCAL AGENCIES WHICH HAVE JURISDICTION OVER DUST FOR THE CONTROL PROCEDURES AND ADDITIVES USED IN DUST ABATEMENT. THE CONTRACTOR SHALL PREPARE AND MAINTAIN A DUST CONTROL PLAN.

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1. EXISTING FEATURES: EXISTING ROADWAYS, UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN USING SURVEYED INFORMATION AND THE LOCATION, DEPTH AND EXISTING FEATURES: EXISTING ROADWAYS, UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN USING SURVEYED INFORMATION AND THE LOCATION, DEPTH AND ACCURACY OF SURFACE INFORMATION SHALL BE FIELD VERIFIED. ADDITIONAL UNDERGROUND FEATURES MAY EXIST. 2. VERIFICATION: APPROXIMATE SIZE, CONDITION, LOCATION AND DEPTH OF EXISTING FEATURES SHALL BE VERIFIED PRIOR TO CONSTRUCTION. VERIFICATION: APPROXIMATE SIZE, CONDITION, LOCATION AND DEPTH OF EXISTING FEATURES SHALL BE VERIFIED PRIOR TO CONSTRUCTION. 3. DESIGN TOPOGRAPHIC SURVEY AND CONTROL POINT INFORMATION USES HORIZONTAL DATUM IS NAD 83 (NRS2007), MODIFIED IDAHO STATE PLANE COORDINATE DESIGN TOPOGRAPHIC SURVEY AND CONTROL POINT INFORMATION USES HORIZONTAL DATUM IS NAD 83 (NRS2007), MODIFIED IDAHO STATE PLANE COORDINATE SYSTEM (CENTRAL ZONE 1103). ANY BEARINGS SHOWN ARE AT GRID AZIMUTH. ANY DISTANCES SHOWN REPRESENTS GROUND DISTANCES. VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88). OPUS SOLUTION WAS USED TO CONTROL ELEVATION AT POINT #100.

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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 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 SNAKE RIVER. SERVICE AND REFUEL EQUIPMENT IN DESIGNATED AREAS ONLY. SERVICING OR REFUELING OF EQUIPMENT WILL NOT BE PERMITTED WITHIN 100 FEET OF SNAKE RIVER. SERVICE AND REFUEL EQUIPMENT IN DESIGNATED AREAS ONLY. 3. NO FUEL OR CHEMICAL MATERIALS MAY BE STORED IN OR ADJACENT TO SNAKE RIVER. NO FUEL OR CHEMICAL MATERIALS MAY BE STORED IN OR ADJACENT TO SNAKE RIVER. 4. TEMPORARY FACILITIES (I.E. PORT-A-POTTIES) SHALL BE LOCATED A MINIMUM OF 100 FEET FROM SNAKE RIVER. TEMPORARY FACILITIES (I.E. PORT-A-POTTIES) SHALL BE LOCATED A MINIMUM OF 100 FEET FROM SNAKE RIVER. 5. DISTURBANCES IN STAGING AREAS SHALL BE KEPT TO A MINIMUM, AND SHALL BE RESTORED TO EXISTING CONDITIONS AFTER CONSTRUCTION ACTIVITIES. 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/GRAVEL FOR REUSE AFTER COMPLETION OF CONSTRUCTION ACTIVITIES. STRIP AND STOCKPILE TOPSOIL/GRAVEL FOR REUSE AFTER COMPLETION OF CONSTRUCTION ACTIVITIES. 7. CONTACT GOVERNMENT PRIOR TO INITIATION OF CONSTRUCTION ACTIVITIES FOR PLANT REMOVAL, IF NECESSARY.CONTACT GOVERNMENT PRIOR TO INITIATION OF CONSTRUCTION ACTIVITIES FOR PLANT REMOVAL, IF NECESSARY.

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1. AT COMPLETION OF PROJECT STOCKPILE AREAS SHALL BE REMOVED AND RESTORED TO EXISTING CONDITION UNLESS SPECIFIED OTHERWISE BY GOVERNMENT. AT COMPLETION OF PROJECT STOCKPILE AREAS SHALL BE REMOVED AND RESTORED TO EXISTING CONDITION UNLESS SPECIFIED OTHERWISE BY GOVERNMENT. 2. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REHABILITATED TO THE ORIGINAL CONTOURS AND RESTORED TO THE ORIGINAL CONDITION TO THE GREATEST ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REHABILITATED TO THE ORIGINAL CONTOURS AND RESTORED TO THE ORIGINAL CONDITION TO THE GREATEST EXTENT POSSIBLE. 3. EXCESSIVE VEHICLE MANEUVERING, INCLUDING HEAVY, MEDIUM AND LIGHT DUTY TRUCK TRAFFIC AND TRAILERS, ON ASPHALTIC CONCRETE IS NOT RECOMMENDED. CARE EXCESSIVE VEHICLE MANEUVERING, INCLUDING HEAVY, MEDIUM AND LIGHT DUTY TRUCK TRAFFIC AND TRAILERS, ON ASPHALTIC CONCRETE IS NOT RECOMMENDED. CARE SHALL BE TAKEN TO REFRAIN FROM PERFORMING SUCH MANEUVERING, ESPECIALLY WITH HEAVY VEHICLES AND TRAILERS, TO MAXIMUM WEARING SURFACE PERFORMANCE. 4. DIMENSIONS SHOWN FOR GENERAL PRECISION TO ACHIEVE SHAPE AND FUNCTION OF GRAVEL AREAS AND SHOULD BE USED AS APPROXIMATE. DIMENSIONS SHOWN FOR GENERAL PRECISION TO ACHIEVE SHAPE AND FUNCTION OF GRAVEL AREAS AND SHOULD BE USED AS APPROXIMATE. 5. ROADS SHALL BE CONSTRUCTED TO MINIMUM WIDTHS AS SHOWN.ROADS SHALL BE CONSTRUCTED TO MINIMUM WIDTHS AS SHOWN.

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BOULDER

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CAMPSITE-2 (ADA ACCESSIBLE)

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CAMPSITE-3

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CAMPSITE-4

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EAST RESTROOM (ADA ACCESSIBLE)

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CHK'D BY:

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DESIGN OFFICE:

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PROJECT NO:

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DRAWN BY:

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SHEET

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APPROVED BY:

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DATE:

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DESCRIPTION

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MARK

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APPROVED

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DATE

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

SITE PLAN - CAMPSITES 1-4

AutoCAD SHX Text

WILSON LAKE SITE IMPROVEMENTS

AutoCAD SHX Text

BURLEY FIELD OFFICE

AutoCAD SHX Text

IDAHO

AutoCAD SHX Text 80-20-512

AutoCAD SHX Text

TWIN FALLS

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CJH

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JCC

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GJA

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APRIL 2021

AutoCAD SHX Text

AutoCAD SHX Text C102

AutoCAD SHX Text

INSTALL ONE-WAY SIGN PER DETAIL 8/C501

AutoCAD SHX Text

PLACE ROCKS/OVERSIZED BOULDERS, TYP, SEE NOTE 1

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INSTALL KIOSK PER DETAIL 1/S102

AutoCAD SHX Text

INSTALL TENT PAD PER DETAIL 4/C501

AutoCAD SHX Text

INSTALL CAMPSITE GRAVEL PER DETAIL 5/C501

AutoCAD SHX Text

INSTALL CONCRETE PAD FOR RESTROOMS PER DETAIL 7/C501

AutoCAD SHX Text

INSTALL SINGLE VAULT CXT RESTROOM PER SPECIFICATIONS

AutoCAD SHX Text PROVIDE AND INSTALL PAVILION STRUCTURE WITH FOUNDATION AND CONCRETE PAD, SEE SHEET S101.

AutoCAD SHX Text

5' SIDEWALK PER DETAIL 7/C501

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BLUE HANDICAPPED PAVEMENT SYMBOL PER DETAIL 2/C501

AutoCAD SHX Text

ACCESSIBLE PARKING SIGN PER DETAIL 3/C501

AutoCAD SHX Text 4" BLUE PAINTED PARKING "ISLAND" WITH BLUE STRIPES AT 45° ANGLE TO PARKING AT 2' O.C.

AutoCAD SHX Text

INSTALL 32" DIA FIRE PIT (GFM) PER MANUFACTURERS RECOMMENDATIONS.

AutoCAD SHX Text 10'x10' FLAT SURFACE FOR PICNIC TABLE

AutoCAD SHX Text

REVEGETATE EXISTING ROAD AREA

AutoCAD SHX Text

INSTALL DO NOT ENTER SIGN PER DETAIL 9/C501

AutoCAD SHX Text

NOTE: 1. CONTRACTOR SHALL FURNISH AND PLACE OVERSIZED CONTRACTOR SHALL FURNISH AND PLACE OVERSIZED ROCKS/BOULDERS IN LOCATION AS INDICATED WITH 5 FEET SPACE BETWEEN ROCKS/BOULDERS. ROCKS/BOULDERS SHALL BE A MINIMUM 3-1/2 FOOT DIAMETER AND BE OF A TYPE SIMILAR TO WHAT IS FOUND IN THE AREA. ROCKS/BOULDERS SHALL BE BURIED 1/4 TO 1/3 BELOW GROUND AND A MINIMUM OF 24" OF ROCK/BOULDER SHALL BE EXPOSED ABOVE GROUND LEVEL.

ACCESS ROAD

0 30 60

SCALE IN FEET

SITE IMPROVEMENT KEY NOTES

1 2 3 8 2

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CAMPSITE-6

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CAMPSITE-5 (ADA ACCESSIBLE)

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CAMPSITE-7 (ADA ACCESSIBLE)

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CAMPSITE-8

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WEST RESTROOM (ADA ACCESSIBLE)

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CHK'D BY:

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DESIGN OFFICE:

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PROJECT NO:

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DRAWN BY:

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SHEET

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APPROVED BY:

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DATE:

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DESCRIPTION

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MARK

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APPROVED

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DATE

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UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

SITE PLAN - CAMPSITES 5-8

AutoCAD SHX Text

WILSON LAKE SITE IMPROVEMENTS

AutoCAD SHX Text

BURLEY FIELD OFFICE

AutoCAD SHX Text

IDAHO

AutoCAD SHX Text 80-20-512

AutoCAD SHX Text

TWIN FALLS

AutoCAD SHX Text

CJH

AutoCAD SHX Text

JCC

AutoCAD SHX Text

GJA

AutoCAD SHX Text

APRIL 2021

AutoCAD SHX Text

AutoCAD SHX Text C103

AutoCAD SHX Text

INSTALL ONE-WAY SIGN PER DETAIL 8/C501

AutoCAD SHX Text

PLACE ROCKS/OVERSIZED BOULDERS TYP, SEE NOTE 1

AutoCAD SHX Text

INSTALL KIOSK PER DETAIL 1/S102

AutoCAD SHX Text

INSTALL TENT PAD PER DETAIL 4/C501

AutoCAD SHX Text

INSTALL CAMPSITE GRAVEL PER DETAIL 5/C501

AutoCAD SHX Text

INSTALL CONCRETE PAD FOR RESTROOMS PER DETAIL 7/C501

AutoCAD SHX Text

INSTALL SINGLE VAULT CXT RESTROOM PER SPECIFICATIONS

AutoCAD SHX Text PROVIDE AND INSTALL PAVILION STRUCTURE WITH FOUNDATION AND CONCRETE PAD, SEE SHEET S101.

AutoCAD SHX Text

5' SIDEWALK PER DETAIL 7/C501

AutoCAD SHX Text

BLUE HANDICAPPED PAVEMENT SYMBOL PER DETAIL 2/C501

AutoCAD SHX Text

ACCESSIBLE PARKING SIGN PER DETAIL 3/C501

AutoCAD SHX Text 4" BLUE PAINTED PARKING "ISLAND" WITH BLUE STRIPES AT 45° ANGLE TO PARKING AT 2' O.C.

AutoCAD SHX Text

INSTALL 32" DIA FIRE PIT (GFM) PER MANUFACTURERS RECOMMENDATIONS.

AutoCAD SHX Text

INSTALL 5' GRAVEL WALK PER DETAIL 1/C501

AutoCAD SHX Text 10'x10' FLAT SURFACE FOR PICNIC TABLE

AutoCAD SHX Text

INSTALL 8' WIDE GRAVEL WALK PER DETAIL 1/C501

AutoCAD SHX Text

REVEGETATE EXISTING ROAD AREA

AutoCAD SHX Text

INSTALL DO NOT ENTER SIGN PER DETAIL 9/C501

AutoCAD SHX Text STOCKPILE EXCESS EXCAVATED SAND MATERIAL IN THIS AREA. COORDINATE WITH GOVERNMENT.

AutoCAD SHX Text

POINT TABLE

POINT # NORTHING EASTING ELEVATION DESCRIPTION

POINT TABLE

POINT # NORTHING EASTING ELEVATION DESCRIPTION

0 10 20

SCALE IN FEET

1 CAMPSITE-1 GRADING

2 CAMPSITE-2 GRADING

3 CAMPSITE-3 GRADING

4 CAMPSITE-4 GRADING

1 2 3 8 2

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CHK'D BY:

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DESCRIPTION

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MARK

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APPROVED

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DATE

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

GRADING PLAN - CAMPSITES 1-4

AutoCAD SHX Text

WILSON LAKE SITE IMPROVEMENTS

AutoCAD SHX Text

BURLEY FIELD OFFICE

AutoCAD SHX Text

IDAHO

AutoCAD SHX Text 80-20-512

AutoCAD SHX Text

TWIN FALLS

AutoCAD SHX Text

CJH

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JCC

AutoCAD SHX Text

GJA

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APRIL 2021

AutoCAD SHX Text

C104

POINT # NORTHING EASTING ELEVATION DESC

POINT TABLE

POINT # NORTHING EASTING ELEVATION DESC

0 10 20

SCALE IN FEET

2 CAMPSITE-6 GRADING

3 CAMPSITE-7 GRADING

4 CAMPSITE-8 GRADING

1 CAMPSITE-5 GRADING

1 2 3 8 2

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G R E G A N D E R S O NI

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CHK'D BY:

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DRAWN BY:

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SHEET

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DATE:

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DESCRIPTION

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MARK

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APPROVED

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DATE

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

GRADING PLAN - CAMPSITES 5-8

AutoCAD SHX Text

WILSON LAKE SITE IMPROVEMENTS

AutoCAD SHX Text

BURLEY FIELD OFFICE

AutoCAD SHX Text

IDAHO

AutoCAD SHX Text 80-20-512

AutoCAD SHX Text

TWIN FALLS

AutoCAD SHX Text

CJH

AutoCAD SHX Text

JCC

AutoCAD SHX Text

GJA

AutoCAD SHX Text

APRIL 2021

AutoCAD SHX Text

C105

POINT # NORTHING EASTING ELEVATION DESCRIPTION

POINT TABLE

POINT # NORTHING EASTING ELEVATION DESCRIPTION

0 10 20

SCALE IN FEET1 WEST PARKING GRADING

2 EAST RESTROOM GRADING

3 WEST RESTROOM GRADING

1 2 3 8 2

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G R E G A N D E R S O NI

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CHK'D BY:

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PROJECT NO:

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SHEET

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APPROVED BY:

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DATE:

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DESCRIPTION

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MARK

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APPROVED

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DATE

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UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

GRADING PLAN - WEST PARKING AND RESTROOMS

AutoCAD SHX Text

WILSON LAKE SITE IMPROVEMENTS

AutoCAD SHX Text

BURLEY FIELD OFFICE

AutoCAD SHX Text

IDAHO

AutoCAD SHX Text 80-20-512

AutoCAD SHX Text

TWIN FALLS

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CJH

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JCC

AutoCAD SHX Text

GJA

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APRIL 2021

AutoCAD SHX Text

C106

C501 A

ACCESS ROAD

D D

SCALE IN FEET

VERT

HORZ 40

5 10

T C

-2

1 2 3 8 2

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CAMPSITE-2

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CAMPSITE-3

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CAMPSITE-4

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CAMPSITE-1

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EAST RESTROOM

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CHK'D BY:

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DESIGN OFFICE:

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PROJECT NO:

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DRAWN BY:

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SHEET

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APPROVED BY:

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DATE:

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DESCRIPTION

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MARK

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APPROVED

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DATE

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

EAST LOOP ROAD PLAN AND PROFILE

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WILSON LAKE SITE IMPROVEMENTS

AutoCAD SHX Text

BURLEY FIELD OFFICE

AutoCAD SHX Text

IDAHO

AutoCAD SHX Text 80-20-512

AutoCAD SHX Text

TWIN FALLS

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CJH

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JCC

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GJA

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APRIL 2021

AutoCAD SHX Text

C201

ACCESS ROAD

D D

SCALE IN FEET

VERT

HORZ 40

5 10

SEE SHEET C-201

1 2 3 8 2

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AutoCAD SHX Text

CAMPSITE-3

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CAMPSITE-4

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CHK'D BY:

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DESIGN OFFICE:

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PROJECT NO:

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DRAWN BY:

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SHEET

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APPROVED BY:

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DATE:

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DESCRIPTION

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MARK

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APPROVED

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DATE

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text PLOT DATE:4/15/2021 5:19 PM PLOTTED BY:Jason Croft 4/15/2021 5:19 PM PLOTTED BY:Jason Croft PLOTTED BY:Jason Croft Jason Croft \\jub.com\central\Clients\ID\NorthWind\Projects\80-20-512_DO21WilsonLake\Design\CAD\Sheet\80-20-512_C202

AutoCAD SHX Text

EAST CONNECTOR ROAD PLAN AND PROFILE

AutoCAD SHX Text

WILSON LAKE SITE IMPROVEMENTS

AutoCAD SHX Text

BURLEY FIELD OFFICE

AutoCAD SHX Text

IDAHO

AutoCAD SHX Text 80-20-512

AutoCAD SHX Text

TWIN FALLS

AutoCAD SHX Text

CJH

AutoCAD SHX Text

JCC

AutoCAD SHX Text

GJA

AutoCAD SHX Text

APRIL 2021

AutoCAD SHX Text

C202

ACCESS ROAD

MATCHLINE STA. 35+50

SEE SHEET C-204

SCALE IN FEET

VERT

HORZ 40

5 10

SEE SHEET C-206

1 2 3 8 2

OHADFOETATS

REG ISTEREDPROFESSIONA L ENGINEER

G R E G A N D E R S O NI

AutoCAD SHX Text

CAMPSITE-5

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DESIGN OFFICE:

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PROJECT NO:

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SHEET

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APPROVED BY:

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DATE:

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DESCRIPTION

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MARK

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APPROVED

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DATE

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

WEST LOOP ROAD PLAN AND PROFILE

AutoCAD SHX Text

WILSON LAKE SITE IMPROVEMENTS

AutoCAD SHX Text

BURLEY FIELD OFFICE

AutoCAD SHX Text

IDAHO

AutoCAD SHX Text 80-20-512

AutoCAD SHX Text

TWIN FALLS

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CJH

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JCC

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GJA

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APRIL 2021

AutoCAD SHX Text

C203

ACCESS R

OAD

MATCHLINE STA. 35+50

SEE SHEET C-203

SCALE IN FEET

VERT

HORZ 40

5 10

SEE SH

EET C

-205

SEE SHEET C-205 1 2 3 8 2

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AutoCAD SHX Text

CAMPSITE-6

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CAMPSITE-7

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CAMPSITE-8

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WEST RESTROOM

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WEST PARKING

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CHK'D BY:

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DESIGN OFFICE:

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PROJECT NO:

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DRAWN BY:

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SHEET

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APPROVED BY:

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DATE:

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DESCRIPTION

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MARK

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APPROVED

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DATE

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

WEST LOOP ROAD PLAN AND PROFILE

AutoCAD SHX Text

WILSON LAKE SITE IMPROVEMENTS

AutoCAD SHX Text

BURLEY FIELD OFFICE

AutoCAD SHX Text

IDAHO

AutoCAD SHX Text 80-20-512

AutoCAD SHX Text

TWIN FALLS

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CJH

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JCC

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GJA

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APRIL 2021

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C204

CES

ROAD

SCALE IN FEET

VERT

HORZ 40

5 10

SEE SHEET C206

SEE SHEET C203

SEE SHEET C204

1 2 3 8 2

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AutoCAD SHX Text

CAMPSITE-8, SEE DETAIL _, SHEET C50_

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CHK'D BY:

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DESIGN OFFICE:

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PROJECT NO:

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DRAWN BY:

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SHEET

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APPROVED BY:

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DATE:

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DESCRIPTION

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MARK

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APPROVED

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DATE

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

WEST CONNECTOR ROAD PLAN AND PROFILE

AutoCAD SHX Text

WILSON LAKE SITE IMPROVEMENTS

AutoCAD SHX Text

BURLEY FIELD OFFICE

AutoCAD SHX Text

IDAHO

AutoCAD SHX Text 80-20-512

AutoCAD SHX Text

TWIN FALLS

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CJH

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JCC

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GJA

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APRIL 2021

AutoCAD SHX Text

C205

SCALE IN FEET

VERT

HORZ 40

5 10

SEE SHEET C203

SEE SHEET C20

SEE SHEET C203

SEE SHEET C205

1 2 3 8 2

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CHK'D BY:

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PROJECT NO:

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DRAWN BY:

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SHEET

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APPROVED BY:

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DATE:

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DESCRIPTION

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MARK

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APPROVED

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DATE

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UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

WEST CONNECTOR ROAD PLAN AND PROFILE

AutoCAD SHX Text

WILSON LAKE SITE IMPROVEMENTS

AutoCAD SHX Text

BURLEY FIELD OFFICE

AutoCAD SHX Text

IDAHO

AutoCAD SHX Text 80-20-512

AutoCAD SHX Text

TWIN FALLS

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CJH

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JCC

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GJA

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APRIL 2021

AutoCAD SHX Text

C206

10'-0"

4" CRUSHED BASE COURSE FOR SURFACE MATERIAL

OVER PROOF ROLLED EXISTING GROUND

GRADE LOCALLY TO DRAIN

6" x 6" TREATED WOOD

6" OF CRUSHED BASE COURSE

FOR SURFACE MATERIAL

10'-0"

6" OF CRUSHED BASE COURSE

OVER PROOF ROLLED EXISTING GROUND

SLOPE

AWAY

SLOPE

AWAY

SLOPE

AWAY

SLOPE

AWAY

8" OF CRUSHED

AGGREGATE FOR SUBBASE

COMPACTED

SUBGRADE

6" CONCRETE SLAB, SEE NOTE 1

#4 BARS @12" O.C. EACH

WAY, MIN 3" CLEAR (TYP)

NOTE: SIGN TO BE APPROVED BY GOVERNMENT.

SIGN LOCATED NO MORE

THAN TWO FEET FROM

EDGE OF GRAVEL

CENTER POST IN

BORE HOLE

12" DIA BORE HOLE FILLED

WITH CONCRETE

ATTACH SIGN PER

MANUFACTURER'S

RECOMMENDATION

4" LETTERING, BOLD

SANS-SERIF TYPEFACE

ONE

WAY

18" X 24" R6-2 ONE WAY

SIGN PER MUTCD FOR

RURAL LOW VOLUME

TRAFFIC

6" OF CRUSHED BASE COURSE

OVER PROOF ROLLED NATIVE

FIRM NATIVE SOIL OR

ENGINEERED COMPACTED FILL 3'

DO NOT

ENTER

SIGN LOCATED NO MORE

THAN TWO FEET FROM

EDGE OF GRAVEL

CENTER POST IN

BORE HOLE

12" DIA BORE HOLE FILLED

WITH CONCRETE

ATTACH SIGN PER

MANUFACTURER'S

RECOMMENDATION

3' M

2" SQUARE 14 GAUGE POWDER

COATED GALVANIZED STEEL

SIGN POST OR APPROVED

EQUAL, SEE NOTE 2

2" SQUARE 14 GAUGE

POWDER COATED

GALVANIZED STEEL SIGN

POST OR APPROVED

EQUAL, SEE NOTE 2

SCALE:3 ACCESSIBLE PARKING SIGN

N.T.S.

SCALE:2 BLUE HANDICAPPED PAVEMENT SYMBOL DETAIL

N.T.S.

1 2 3 8 2

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SCALE:A TYPICAL ROADWAY SECTION

N.T.S.

SCALE:4 TYPICAL TENT PAD

N.T.S.

SCALE:5 CAMP SITE GRAVEL

N.T.S.

SCALE:6 CAMPSITE PARKING - ROAD IMPROVEMENTS

N.T.S.

SCALE:7 CONCRETE PAD/SIDEWALK

N.T.S.

SCALE:8 TYPICAL ONE WAY SIGN

N.T.S.

SCALE:1 GRAVEL SIDEWALK DETAIL

N.T.S.

SCALE:9 TYPICAL DO NOT ENTER SIGN

N.T.S.

AutoCAD SHX Text 12"x18" SIGN BOLTED TO POST THROUGH PRE-PUNCHED HOLES

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516" STAINLESSSTEEL CARRIAGE BOLT, TYP

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TYPICAL INSTALLATION

AutoCAD SHX Text 1 3/4" POWDER COATED GALVANIZED TUBULAR STEEL WITH PRE-PUNCHED HOLES FOR 12"x18" SIGNS, SEE NOTE 2

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PAVEMENT

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TOP OF CONCRETE FOOTING

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2" TUBULAR STEEL SLEEVE WITH PRE-PUNCHED HOLES, GALVANIZED

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CONCRETE FOOTING

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COMPACTED SUBGRADE/ UNDISTURBED NATIVE SOIL, TYP.

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PERMIT REQUIRED

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STATE DISABLED PARKING

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RESERVED

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PARKING

AutoCAD SHX Text 3:1

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CRUSHED AGGREGATE FOR SUBBASE (8" THICK)

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CRUSHED AGGREGATE BASE COURSE FOR SURFACE MATERIAL (6" THICK)

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COMPACTED SUBGRADE

AutoCAD SHX Text 2%

AutoCAD SHX Text 3:1

AutoCAD SHX Text 2%

AutoCAD SHX Text 3:1

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CRUSHED AGGREGATE BASE COURSE FOR SURFACE MATERIAL (6" THICK)

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COMPACTED SUBGRADE

AutoCAD SHX Text 2%

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CHK'D BY:

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DESIGN OFFICE:

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PROJECT NO:

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DRAWN BY:

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SHEET

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APPROVED BY:

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DATE:

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DESCRIPTION

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MARK

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APPROVED

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DATE

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

MISCELLANEOUS CIVIL DETAILS

AutoCAD SHX Text

WILSON LAKE SITE IMPROVEMENTS

AutoCAD SHX Text

BURLEY FIELD OFFICE

AutoCAD SHX Text

IDAHO

AutoCAD SHX Text 80-20-512

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TWIN FALLS

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CJH

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JCC

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GJA

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APRIL 2021

AutoCAD SHX Text

AutoCAD SHX Text C501

NOTES: 1. CONCRETE SHALL BE COLORED DARK GRAY. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CONCRETE SHALL BE COLORED DARK GRAY. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CONTRACTING OFFICER PRIOR TO PURCHASE. 2. SIGN POST SHALL BE POWDER COATED THE COLOR BROWN. CONTRACTOR SHALL OBTAIN SIGN POST SHALL BE POWDER COATED THE COLOR BROWN. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CONTRACTING OFFICER PRIOR TO PURCHASE.

X-501 A

X-101

1 2 3 8 2

OHADFOETATS

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CHK'D BY:

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DESIGN OFFICE:

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PROJECT NO:

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DRAWN BY:

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SHEET

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APPROVED BY:

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DATE:

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DESCRIPTION

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MARK

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APPROVED

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DATE

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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GENERAL STRUCTURAL NOTES

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WILSON LAKE SITE IMPROVEMENTS

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BURLEY FIELD OFFICE

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IDAHO

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TWIN FALLS

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CJH

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JCC

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GJA

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APRIL 2021

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AutoCAD SHX Text S001

AutoCAD SHX Text GENERAL NOTES: 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOBSITE CONDITIONS THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOBSITE CONDITIONS PRIOR TO COMMENCEMENT OF WORK. ANY DISCREPANCIES BETWEEN THE SITE AND DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER (CO) PRIOR TO CONSTRUCTION. CONDITIONS NOTED AS “EXISTING” ON EXISTING” ON ON THE DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CO OF ANY DISCREPANCIES AND NOT PROCEED WITH CONSTRUCTION UNTIL FURTHER DIRECTION IS PROVIDED. 2. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, 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 TEMPORARY SHORING, BRACING, FORMING, SCAFFOLDING, ETC. ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR OR SUBCONTRACTORS AND HAVE NOT BEEN CONSIDERED BY THE ENGINEER. THE ENGINEER SHOULD BE CONSULTED FOR INTERIM DESIGN FOR LOADS APPLIED TO AN UNFINISHED STRUCTURE. 4. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND CONSENT OF THE GOVERNMENT. FOUNDATION NOTES: 1. THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 4,000 THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 4,000 PSI. NOTE THAT THIS IS THE MINIMUM DESIGN VALUE. HIGHER VALUES MAY BE REQUIRED PER SITE CONDITIONS, PER THE SOILS ENGINEER OR BUILDING OFFICIAL. FOR SPECIAL EXPOSURES, REFER TO TABLES FOUND IN IBC SECTION 1904. 2. PROVIDE 3/4” CHAMFERS AT ALL EXPOSED CORNERS, U.N.O. PROVIDE 3/4” CHAMFERS AT ALL EXPOSED CORNERS, U.N.O. CHAMFERS AT ALL EXPOSED CORNERS, U.N.O. 3. ALL SLABS ON GRADE SHALL HAVE A MINIMUM THICKNESS OF 6” AND BE ALL SLABS ON GRADE SHALL HAVE A MINIMUM THICKNESS OF 6” AND BE AND BE REINFORCED WITH #4 BARS @ 12" O.C. (18" O.C. FOR PAVILION SLAB) 4. ALL SLABS ON GRADE SHALL BE PLACED OVER 6” MINIMUM FREE DRAINING ALL SLABS ON GRADE SHALL BE PLACED OVER 6” MINIMUM FREE DRAINING MINIMUM FREE DRAINING AGGREGATE BASE COMPACTED TO A MINIMUM OF 95% RELATIVE DENSITY. 5. ALL SLAB-ON-GRADE SUBGRADES SHALL BE PREPARED PER THE ALL SLAB-ON-GRADE SUBGRADES SHALL BE PREPARED PER THE GEOTECHNICAL ENGINEER'S GUIDELINES OR A MINIMUM OF THE UPPER 12” OF OF SOILS BEING SCARIFIED, MOISTURE CONDITIONED TO WITHIN 2% OF OPTIMUM MOISTURE, AND UNIFORMLY COMPACTED TO AT LEAST 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-698. CONCRETE NOTES: 1. CONCRETE STRENGTH TO BE A MINIMUM F'C=4,000 PSI IN 28 DAYS. CONCRETE STRENGTH TO BE A MINIMUM F'C=4,000 PSI IN 28 DAYS. 2. SLUMP 4” MAXIMUM, AGGREGATE 3/4” MAXIMUM, AIR CONTENT 6 + 1.5. SLUMP 4” MAXIMUM, AGGREGATE 3/4” MAXIMUM, AIR CONTENT 6 + 1.5. MAXIMUM, AGGREGATE 3/4” MAXIMUM, AIR CONTENT 6 + 1.5. MAXIMUM, AIR CONTENT 6 + 1.5. + 1.5. 1.5. 3. CONCRETE SHALL BE TO THE STRENGTH AND SLUMP SPECIFIED AND CONSIST CONCRETE SHALL BE TO THE STRENGTH AND SLUMP SPECIFIED AND CONSIST OF: ASTM C-150 TYPE I OR II CEMENT, U.N.O. OR AS SPECIFIED BY THE GEOTECHNICAL ENGINEER. AGGREGATE SHALL CONFORM TO ASTM C-33. 4. CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL NOT BE USED. 5. THE BOTTOMS OF FOOTING EXCAVATIONS SHALL BE LEVEL, CLEAN AND FREE THE BOTTOMS OF FOOTING EXCAVATIONS SHALL BE LEVEL, CLEAN AND FREE OF LOOSE MATERIAL. OVER EXCAVATED FOOTINGS SHALL BE FILLED WITH CONCRETE. 6. REMOVE ALL DEBRIS FROM FORMS BEFORE CASTING ANY CONCRETE. REMOVE ALL DEBRIS FROM FORMS BEFORE CASTING ANY CONCRETE. 7. SPECIFICATIONS FOR MIXING, PLACING, AND FINISHING SHALL BE AS PER SPECIFICATIONS FOR MIXING, PLACING, AND FINISHING SHALL BE AS PER ACI-302. 8. REINFORCING, DOWELS, BOLTS, ANCHORS, SLEEVES, ETC., TO BE EMBEDDED IN REINFORCING, DOWELS, BOLTS, ANCHORS, SLEEVES, ETC., TO BE EMBEDDED IN CONCRETE OR ROCK SHALL BE SECURELY POSITIONED BEFORE PLACING CONCRETE. 9. CONSOLIDATE CONCRETE PLACED IN FORMS BY MECHANICAL VIBRATING 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. 10. WATER TO CEMENT RATIO SHALL NOT EXCEED 0.50. WATER TO CEMENT RATIO SHALL NOT EXCEED 0.50. 11. PROVIDE CONTROL JOINTS A MIN OF EVERY 225 SF OF SLAB CUT THE SAME PROVIDE CONTROL JOINTS A MIN OF EVERY 225 SF OF SLAB CUT THE SAME DAY AS THE SLAB IS PLACED. 12. CONCRETE SHALL BE COLORED DARK GRAY. CONTRACTOR SHALL OBTAIN CONCRETE SHALL BE COLORED DARK GRAY. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CONTRACTING OFFICER PRIOR TO PURCHASE. REINFORCING STEEL NOTES: 1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60 UNLESS ALL REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60 UNLESS SPECIFICALLY NOTED OTHERWISE. ASTM A-615 GRADE 40 MAY BE USED FOR #3 BARS AT CONTRACTOR'S OPTION UNLESS THE GRADE IS SPECIFICALLY NOTED OTHERWISE. 2. CONCRETE CLEAR COVERAGE TO REINFORCING STEEL SHALL CONFORM TO THE 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” CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3” 3” B. CONCRETE EXPOSED TO EARTH OR WEATHER: CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5 BARS AND SMALLER 1-1/2” 1-1/2” II. #6 BARS AND LARGER 2”2”

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ANNOTATION

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STEEL IN SECTION

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CONCRETE IN SECTION

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GROUT IN SECTION

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EARTH IN SECTION

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CMU IN PLAN

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CONTROL JOINT

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RECESS IN CONCRETE

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SLOPED CONCRETE FLOOR

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KEYNOTE CALLOUT

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DETAIL NUMBER

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SHEET NUMBER ON WHICH DETAIL APPEARS

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SECTION LETTER

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SHEET…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Apr 11, 2023.