idr-srao0017-1_plans.pdf
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- Solicitation number
- 69056724B000017
About this file
This is a construction plan set from the U.S. Department of Transportation Federal Highway Administration for transportation improvements at Sportsman's Park in Bingham County, Idaho (Project ID BOR SRAO 0017(1)). The plans detail improvements to parking areas, access roads, and trails over a length of 0.28 miles, including reconstruction of the main parking access road, parking areas, a trail system, and approaches to vault toilets and overlook areas.
The scope includes full-depth reclamation of bituminous surfaces, grading, roadway aggregate, and asphalt pavement construction. Specific quantities include over 16,000 square yards of full-depth reclamation, 2,600 tons of asphalt concrete pavement, and extensive soil erosion control measures using fiber rolls. The plans provide detailed typical sections, plan-profile sheets, temporary traffic control requirements, permanent traffic control signage/striping, and erosion control measures. Design specifications include a 15 MPH design speed, ADT less than 400, and standard specifications for construction of roads and bridges on Federal Highway Projects, FP-14.
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BRENT L COE Digitally signed by BRENT L COE Date: 2025.01.15 15:19:47 -08'00'
Sheet and Description
Section D Section E Section F Section G Section H Section I
Plan-Profile Approaches Parking Areas Erosion Control
Temporary Traffic
Control Plan
Permanent Traffic
Control Plan Allowance Bid
Schedule
A0020 15101-0000 MOBILIZATION LPSM ALL
A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL
A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL
A0080 15401-0000 CONTRACTOR TESTING LPSM ALL
A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL
A0120 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 2,519 131 2,650
A0140 15802-0000 WATERING FOR DUST CONTROL LPSM ALL
A0160 20103-0000 CLEARING AND GRUBBING SQYD 392 103 319 46 860
A0180 20401-0000 ROADWAY EXCAVATION CUYD 87 26 1,069 68 1,250
A0200 30201-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 153 17 50 20 240
A0220 30402-5200 FULL DEPTH RECLAMATION, METHOD 2, 4-INCH DEPTH SQYD 3,780 494 10,964 762 16,000
A0240 40301-0000 ASPHALT CONCRETE PAVEMENT TON 615 81 1,772 132 2,600
A0260 41201-0000 TACK COAT TON 0.1 0.1
A0280 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 40
A0300 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,
18-INCH WIDTH HOUR 40
A0320 62201-3750 CHAIN SAW HOUR 20
A0340 62301-0000 GENERAL LABOR HOUR 40
A0360 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH SQYD 264 124 611 51 1,050
A0380 62502-0000 TURF ESTABLISHMENT SQYD 264 124 611 51 1,050
A0400 63302-0000 SIGN SYSTEM SQFT 23.61 6.39 30.00
A0420 63311-0000 SPEED HUMP LNFT 147 8 155
A0440 63316-1000 REMOVE AND RESET SIGN EACH 3 1 4
A0460 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE) LNFT 12,722 638 13,360
A0480 63403-0200 PAVEMENT MARKINGS, TYPE B (WHITE, HATCHED AREA) SQFT 10,575 535 11,110
A0500 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW EACH 26 4 30
A0520 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL EACH 4 1 5
A0540 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 6 1 7
A0560 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 63 7 70
MileStone: 100% Date Completed: In Progress Report Date: 01/24/25
A M E N D
Line Item No.
Pay Item Number
SUMMARY OF QUANTITIES - Schedule A
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Remarks and/or Determination of Estimated QuantityPay Item Description Unit
Estimated Quantities c:
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PROJECT
B.1ID BOR SRAO 0017(1)
SHEET
NUMBER
Sheet and Description
Section D Section E Section F Section G Section H Section I
Plan-Profile Approaches Parking Areas Erosion Control
Temporary Traffic
Control Plan
Permanent Traffic
Control Plan Allowance Bid
Schedule
B0020 15101-0000 MOBILIZATION LPSM ALL
B0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL
B0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL
B0080 15401-0000 CONTRACTOR TESTING LPSM ALL
B0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL
B0120 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 7,734 386 8,120
B0140 15802-0000 WATERING FOR DUST CONTROL LPSM ALL
B0160 20103-0000 CLEARING AND GRUBBING SQYD 392 103 319 46 860
B0180 20401-0000 ROADWAY EXCAVATION CUYD 87 26 1,069 68 1,250
B0200 30201-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 153 17 50 20 240
B0220 30402-5200 FULL DEPTH RECLAMATION, METHOD 2, 4-INCH DEPTH SQYD 3,780 494 10,964 762 16,000
B0240 40301-0000 ASPHALT CONCRETE PAVEMENT TON 1,112 93 1,772 153 3,130
B0260 41201-0000 TACK COAT TON 2.0 0.2 0.1 2.3
B0280 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 40
B0300 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,
18-INCH WIDTH HOUR 40
B0320 62201-3750 CHAIN SAW HOUR 20
B0340 62301-0000 GENERAL LABOR HOUR 40
B0360 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH SQYD 264 124 611 51 1,050
B0380 62502-0000 TURF ESTABLISHMENT SQYD 264 124 611 51 1,050
B0400 63302-0000 SIGN SYSTEM SQFT 23.61 6.39 30.00
B0420 63311-0000 SPEED HUMP LNFT 147 8 155
B0440 63316-1000 REMOVE AND RESET SIGN EACH 3 1 4
B0460 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE) LNFT 12,722 638 13,360
B0480 63403-0200 PAVEMENT MARKINGS, TYPE B (WHITE, HATCHED AREA) SQFT 10,575 535 11,110
B0500 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW EACH 26 4 30
B0520 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL EACH 4 1 5
B0540 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 12 1 13
B0560 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 83 7 90
B0580 64604-3000 FIXTURE, PEDESTRIAN RAILING (WOOD) LNFT 72 4 76
B0600 64620-0300 REMOVE AND RESET BENCH EACH 2 2
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A M
MileStone: 100% Date Completed: In Progress Report Date: 01/24/25 c:
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2) SUMMARY OF QUANTITIES - Schedule B
A M E N D
Line Item No.
Pay Item Number Pay Item Description Unit
Estimated Quantities
Remarks and/or Determination of Estimated Quantity
PROJECT
B.2ID BOR SRAO 0017(1)
STATE PLANE COORDINATES GEO COORDINATES
POINT
NUMBER NORTH EAST ORTHOMETRIC
ELEVATION LATITUDE LONGITUDE ELLIPSOID
HEIGHT
COMBINED
FACTOR DESCRIPTION NOTE:
23101 467712.789 493406.906 4364.656 42°56'54.662391"N 112°46'28.528179"W 4320.8989 0.999771142 5/8" IR W/ FHWA ALUM CAP 1.
23102 467948.393 493569.582 4359.293 42°56'57.001111"N 112°46'26.363793"W 4315.5403 0.999771338 5/8" IR W/ FHWA ALUM CAP
23103 468402.863 493385.886 4362.644 42°57'01.476895"N 112°46'28.877891"W 4318.8903 0.999771246 5/8" IR W/ FHWA ALUM CAP
23104 468405.956 493129.252 4364.479 42°57'01.489095"N 112°46'32.328878"W 4320.7222 0.999771254 5/8" IR W/ FHWA ALUM CAP
23105 467982.417 493316.926 4362.051 42°56'57.319133"N 112°46'29.764228"W 4318.294 0.9997713 5/8" IR W/ FHWA ALUM CAP
COORDINATE SYSTEM : Idaho east NAD83 2011 VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID18
EPOCH DATE : 2010.000
CADD SYSTEM COORDINATE SYSTEM :ID83/2011-E-IF NSRS11(NAD83/2011) Idaho, East Zone, International foot
PROJECT : Sportsman's Park Transportation Improvements DATE OF FIELD WORK :November, 2023 DATE OF FINAL ADJUSTMENT : January, 2024
PROJECT UNITS : International Foot
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To precisely check distances between points as measured on the ground, inverse the state plane coordinates and divide the computed distance by a mean combined factor of the two points.
PROJECT
D.ID BOR SRAO 0017(1)
SHEET
SURVEY CONTROL
N
LEGEND:
Soil erosion control, fiber roll
"TRAIL" centerline
"VAULT" centerline
Existing edge of pavement
Existing edge of pavement
Sheet 3 of 5
Existing bench
Existing boulders building
Existing vault toilet
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EROSION CONTROL PLAN
PROJECT
G.4ID BOR SRAO 0017(1)
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