ID_FLAP_ID_NF17(1)_plans.pdf

BRENT L COE Digitally signed by BRENT L COE Date: 2024.07.29 09:47:23 -07'00'

(SCHEDULE A & B)

ight

Sheet and Description

Section D Section E Section F Section G

Plan and Profile Soil Erosion & Sediment Control Temporary Traffic Control Permanent Traffic Control 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 15705-0100 SOIL EROSION CONTROL, SILT

FENCE LNFT 3,025 175 3,200

A0140 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 150 50 200

A0160 20301-2400 REMOVAL OF SIGN EACH 16 16

A0180 20401-0000 ROADWAY EXCAVATION CUYD 889 111 1,000

A0200 20402-0000 SUBEXCAVATION CUYD 1,994 506 2,500

A0220 20410-0000 SELECT BORROW CUYD 2,030 470 2,500

A0240 20701-0400 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE D

(WOVEN) SQYD 1,600 400 2,000

A0260 20703-2000 GEOGRID, STABILIZATION SQYD 8,600 400 9,000

A0280 30201-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 475 125 600

A0300 30502-0800 FULL DEPTH RECLAMATION WITH

CEMENT, 8-INCH DEPTH SQYD 47,843 4,657 52,500

A0340 40101-5600 ASPHALT CONCRETE PAVEMENT,

GYRATORY MIX, 1/2-INCH OR

3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION

ESAL TON 10,233 767 11,000

A0360 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 102 8 110

A0400 41201-0000 TACK COAT TON 20 5 25

A0420 41301-1000 ASPHALT PAVEMENT MILLING,

4-INCH DEPTH SQYD 44,853 4,147 49,000

A0440 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 432 68 500

A0460 63302-0000 SIGN SYSTEM SQFT 196 196

A0480 63309-0300 DELINEATOR, TYPE 3 EACH 47 3 50

A0500 63316-1000 REMOVE AND RESET SIGN EACH 4 4

A0520 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (YELLOW) LNFT 68,088 912 69,000

A0540 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (WHITE) LNFT 119,532 1,468 121,000

A0560 63401-0400 PAVEMENT MARKINGS, TYPE B,

BROKEN (YELLOW) LNFT 7,180 320 7,500

MileStone: 100%

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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ID

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PROJECT

B.1ID FLAP IDAHO NF17(1)

SHEET

NUMBER

Section D Section E Section F Section G

Plan and Profile Soil Erosion & Sediment Control Temporary Traffic Control Permanent Traffic Control Allowance Bid Schedule

A0580 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 2 2

A0600 63502-1050 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER EACH 56 4 60

A0620 63502-2000 TEMPORARY TRAFFIC CONTROL,

PORTABLE CHANGEABLE MESSAGE

SIGN EACH 2 2

A0640 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 348 52 400

A0660 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 360 80 440

A0680 63507-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR DAY 35 10 45

A0700 63507-0700 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR DAY 118 118

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MileStone: 100% c:

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ID

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2) SUMMARY OF QUANTITIES - Schedule A

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 FLAP IDAHO NF17(1)

Plan and Profile Soil Erosion & Sediment Control Temporary Traffic Control Permanent Traffic Control 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 15705-0100 SOIL EROSION CONTROL, SILT

FENCE LNFT 4,405 245 4,650

B0140 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 250 50 300

B0160 20301-2400 REMOVAL OF SIGN EACH 16 16

B0180 20401-0000 ROADWAY EXCAVATION CUYD 889 111 1,000

B0200 20402-0000 SUBEXCAVATION CUYD 1,994 506 2,500

B0220 20410-0000 SELECT BORROW CUYD 2,030 470 2,500

B0240 20701-0400 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE D

(WOVEN) SQYD 1,600 400 2,000

B0260 20703-2000 GEOGRID, STABILIZATION SQYD 8,600 400 9,000

B0280 30201-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 475 125 600

B0300 30502-0800 FULL DEPTH RECLAMATION WITH

CEMENT, 8-INCH DEPTH SQYD 68,267 6,733 75,000

B0320 40101-5600 ASPHALT CONCRETE PAVEMENT,

GYRATORY MIX, 1/2-INCH OR

3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION

ESAL TON 14,356 1,144 15,500

B0360 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 144 6 150

B0400 41201-0000 TACK COAT TON 27 3 30

B0420 41301-1000 ASPHALT PAVEMENT MILLING,

4-INCH DEPTH SQYD 62,453 7,547 70,000

B0440 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 432 68 500

B0460 63302-0000 SIGN SYSTEM SQFT 196 196

B0480 63309-0300 DELINEATOR, TYPE 3 EACH 47 3 50

B0500 63316-1000 REMOVE AND RESET SIGN EACH 4 4

B0520 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (YELLOW) LNFT 68,088 912 69,000

B0540 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (WHITE) LNFT 119,532 1,468 121,000

B0560 63401-0400 PAVEMENT MARKINGS, TYPE B,

BROKEN (YELLOW) LNFT 7,180 320 7,500

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MileStone: 100% c:

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ID

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ID

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3) 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.3ID FLAP IDAHO NF17(1)

Plan and Profile Soil Erosion & Sediment Control Temporary Traffic Control Permanent Traffic Control Allowance Bid Schedule

B0580 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 2 2

B0600 63502-1050 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER EACH 56 4 60

B0620 63502-2000 TEMPORARY TRAFFIC CONTROL,

PORTABLE CHANGEABLE MESSAGE

SIGN EACH 2 2

B0640 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 348 52 400

B0660 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 400 100 500

B0680 63507-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR DAY 40 10 50

B0700 63507-0700 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR DAY 133 133

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MileStone: 100% Date Completed: In Progress Report Date: 07/25/24 c:

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4) 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.4ID FLAP IDAHO NF17(1)

Shoulder 4'

2' Varies (11-14')

1.

I

1.

j 5'(+/- 2' Varies(11'-14') I Varies(11'-14') 2' 5'(+/-c:: Traveled lane Traveled lane

B c::

.5 � Profile grade [31 B Vl Varies [21 / Varies [21 2 a ,7 -r -r 7 7 7 / / , I � � -r �

.. ,-'/,i%'f; i/lOCi:(%'f; ;:10',c{i0 f :;:1,,r· ::r::fr,'� -f 'i:°f :;: ,,,t.;t••t:>••i•f: ;:10,,:f %'f; i/l{CJ.:, . /J

1 Existing base course, ,;),,rf[J>

Varies (11-14')

Existing asphalt concrete pavement, 8-inch (typ.) ftJ

4'

Shoulder 2' depth varies %>-fTr/>

Asphalt pavement milling, 4-inch depth

{Step 1 - Milling)

4'

Shoulder 2' Varies (11-14')

5'(+/-)

See Safety Edge Detail

Traveled lane

Full depth reclamation with cement 8-inch depth ( completed in step 2)

Remaining existing base course

1.

I Varies (11-14')

Traveled lane

Profile grade [31

4'

2'

PROJECT

ID FLAP IDAHO NF17(1)

Shoulder

5' (+/-) �

Tack coat between lifts

Asphalt concrete pavement, gyratory mix, 1/2-inch or 3/4-inch

SHEET

NUMBER

C.1 nominal maximum size aggregate 0.3 to < 3 million ESAL. 4-inch compacted depth, placed in two equal lifts

{Step 2 - Full-Depth Reclamation with Cement) {Step 3 - Asphalt Concrete Pavement)

Mt. Idaho Grade Road

FOOTNOTE:

TYPICAL SECTIONS (SCHEDULE A)

130+68.00 TO 200+78.00

204+78.00 TO 217+70.00

222+70.00 TO 226+34.00

230+85.00 TO 277+10.00

[1] Existing asphalt may be thicker in some areas.

[2] Match existing roadway cross slope.

TYPICAL SECTIONS (SCHEDULE BJ

104+28.00 TO 200+78.00

204+78.00 TO 217+70.00

222+70.00 TO 226+34.00

230+85.00 TO 303+50.00

[3] Approximate grade, see section D for profile grade.

Existing ground

Stabilized base

First lift of asphalt Second lift of asphalt

SAFETY EDGE DETAIL

NOTE:

1. Station ranges shown are approximate for general location. Final limits of work sites to be determined in the field by the CO.

TYPICAL SECTION

w

VI

VI

PROJECT

ID FLAP IDAHO NF17(1)

4' Varies (11-14') Varies (11-14') 2' Varies Shoulder

2' Traveled way Traveled way Gravel pullout c::

B---5_'(_+_/_-J __ l/) c::

Roadway aggregate, method 2 (8-inch minimum depth)

10' Grade break section

Asphalt concrete pavement, gyratory mix, 1/2-inch or 3/4-inch nominal maximum size aggregate 0.3 to < 3 million ESAL. 4-inch compacted depth, placed in two equal lifts

Mt. Idaho Grade Road - Superelevation Correction

TYPICAL SECTION {SCHEDULE A & BJ

217+70.00 to 222+70.00

FOOTNOTE:

[1] See staking report data listing for cross-slope information

NOTE:

c::

s·c+1-) B l/) c::

1. Station ranges shown are approximate for general location. Final limits of work sites to be determined in the field by the CO.

TYPICAL SECTION

SHEET

NUMBER

C.2

ID FLAP IDAHO NF17(1)