Attachment C - Plans Sinks Canyon Asphalt Overlay.pdf

Revised 2/15/24 JP

General Notes:

1. Contractor will perform work in accordance with Section 156 PUBLIC TRAFFIC, Section 403

ASPHALT CONCRETE, Section 412 TACK COAT, and Section 601 MINOR CONCRETE STRUCTURES of the FP-14 STANDARDS AND SPECIFICATIONS ...

2. FP-14 Section 156 Public Traffic:

Traffic Control plan: Provide 'Road Work Ahead', 'Road Closed', and Type 3 barriers in accordance with the MUTCD. The Inlet and Outlet of the Sinks Canyon Campground Loop will remain closed and blocked off with Type 3 barricades until the Concrete Double Gutter and Asphalt Concrete

Surfacing is completed. Contractor is responsible for traffic control during the duration of the project, and must provide a work schedule/traffic control plan approved by the engineer that minimizes the amount of time that the traveling public is impacted by the campground closure as per 156.04 of the FP-14

3. FP-14 403 Asphalt Concrete:

403.02: Type II Construction Requirements:

Submit a JMF 30 days before paving!

Sweeping is incidental to the 40302-0000 ASPHAUL T CONCRETE PAVEMENT {2 IN) line item.

4. FP-14 Section 412 Asphalt Tack Coat

Tack Coat is incidental to the 40302-0000 ASPHAUL T CONCRETE PAVEMENT {2 IN) line item.

5. FP-14 Section 601 Minor Concrete Structures:

High early strength concrete is being specified to reduce impact to the traveling public.

6. CO will stake out the approach paving limits before paving operations.

U.S. DEPARTMENT OF AGRICULTURE

Forest

SHOSHONE

NATIONAL FOREST

Design: JOHLER

� r Sheet Title:

FOREST SERVICE

R2 m ROCKY MOUNTAIN REGION WASHAKIE RANGER DISTRICT

Drawn: JOHLER

Checked: B. TAGLIOLI

Date: FEBRUARY 2021

� A �

� � Sub Sheet: � � Project No: �

GENERAL NOTES

T5 Sheet I

5 OF 11 � SINKS CANYON CAMPGROUND ASPHALT OVERLAY A � � � I

SCHEDULE OF ITEMS

PAY ITEM ITEM ESTIMATED ESTIMATED ESTIMATED

BASE OPTION #1 TOTAL

NUMBER DESCRITPTION UNIT

QUANTITY QUANTITY QUANTITY NOTES:

15101-0000 MOBILIZATION LS 1 - 1

15401-0000 CONTRACTOR TESTING LS 1 - 1

20303-1800* REMOVAL PAVEMENT ASPHALT (2 IN) SY 139.2 96.9 236

20315-0000* SAWCUTTING PAVEMENT LFT 285 155 440

40302-0000 ASPHALT PAVEMENT (2 IN) TONS 30.611 33.434 64.045 PAVEMENT THICKNESS 2" MINIUM. TACK COAT, SWEEPING, LIME/ANTISTRIP INCEDENTAL TO BID ITEM

60906-1000 GUTTER, CONCRETE (6 IN) SY 16.5 - 16.5 3,000 PSI HIGH EARLY CONCRETE, 6" THICK. INLET ELEV DROP OF 5"

63501-0000 TEMPORARY TRAFFIC CONTROL LS 1 - 1 TYPE 3 BARRIERS AT INLET AND AT OUTLET. ROAD WORK AHEAD SIGNS ON HWY 191/ NFSR 300

* Pay Item 20303 & 20315 and patch paving may be substituted with milling in place, shaping, watering and compacting as a base course. Patch tonnage will be added to thickness of overlay.

MATERIALS AND RATES

PAY ITEM ITEM

NUMBER DESCRITPTION GRADE

40302-0000 ASPHALT CONCRETE PAVEMENT Type 11 , depth: 2" minimum.

AGGREGATE Gradation determined by approved commercial mixJMF.

ASPHALT BINDER Asha It binder grade determined by approved commercial mixJMF.

TACK COAT Emulsified Asphalt grade determined by approved commercial mix JMF.

ANTI STRIP Specified by approved commerial mix JMF.

60906-1000 GUTTER, CONCRETE 3,000 psi concrete high-early*, depth: 6" minimum

Slump: 5" maximum

Air Content: 4% minimum

AGGREGATE specific gradation determined by approved contractor furnished batch mix.

PORTLAND CEMENT Cement Content: 611 lbs per CY minimum

Water/Cement Ratio: 0.49 minimum

Type Ill Cement high early

* High early strength concrete is being specified to reduce impact to the traveling public.

**Actual Asphalt Concrete Pavement Voidless Unit Density will be determined by the JMF as per Section 403.02

U.S. DEPARTMENT OF AGRICULTURE

Forest

FOREST SERVICE

R2

ROCKY MOUNTAIN REGION

CONTRACTOR TESTING SUMMARY

PAY ITEM ITEM CONTRACTOR TESTING SAMPLES TESTING

NUMBER DESCRITPTION REQUIREMENTS REQUIRED LOT SIZE REMARKS

40302-0000 ASPHALT CONCRETE PAVEMENT 6" Core samples to be taken in place after compaction. 3/ LOT 700 TONS* Reference Table 403-2 of Section 403.12 of FP-14

Cores will be tested for pavement depth and density .**

The CO reserves the option to test the cores for asphalt content AASHTO T308 ("Core Burn Down Method").

40302-0000 ASPHALT CONCRETE PAVEMENT Contractor submittal of JMF. 1/ LOT PER PROJECT Submit Job Mix Formula 30 days before paving. One JMF will be used on this project.

40302-0000 ASPHALT CONCRETE PAVEMENT Monitor the compaction process with nuclear density 1/ LOT VARIES Reference Section 403.09 of FP-14. Reference ASTM D2950 for standardization and reference gauges. check sections. Compact to at least 91.0 percent of the maximum specific gravity.**

*Estimated plan quantity of Asphalt Concrete Pavement is less than 700 tons {see materials and rates for density)

**Actual Asphalt Concrete Pavement Voidless Unit Density will be determined by the JMF as per Section 403.02

ESTIMATED

RATE REMARKS

± 146 lb/CF**

6.0% of 146 lb/CF Conform to MSHTO M 226 or MSHTO M320

± 7.25 lb/CF 6.0% by weight of Asphalt Binder minimum.

± 0.25 lb/SY

± 149 lb/CF 28 day compressive strength: 3,000 psi minimum*

SHOSHONE

NATIONAL FOREST

WASHAKIE RANGER DISTRICT

Design: JOHLER

Drawn: JOHLER

Sheet Title:

SCHEDULE OF ITEMS, APPLICATION

Checked: B. TAGLIOLI

Date: FEBRUARY 2021

RATES, & TESTING

SINKS CANYON CAMPGROUND ASPHALT OVERLAY

Sub Sheet:

T6

Project No:

Sheet

ASPHALT ROADWAY SURFACING SUMMARY

AREA LENGTH WIDTH DEPTH CONTRACT

DESCRIPTION SY FT FT IN OPTION

SPUR ROADWAY 720.0 480 13.5 2 OPTION #1

MAIN LOOP ROADWAY (43.5 TO 14+46.5) 2104.5 1403 13.5 2 BASE

CG ENTERANCE TIE-IN (0+35 TO 0+43.5) 12.8 8.5 13.5 2 to 0 BASE

CG EXIT TIE-IN (14+46.5 TO 14+55) 12.8 8.5 13.5 2 to 0 BASE

SPUR Tl E IN (SPUR 0+00 TO 0+40 ) 60.0 40 13.5 2 to 0 BASE*

BASE ASPHALT ROADWAY SUBTOTAL: 2190.00 2 BASE

Option #1 ASPHALT ROADWAY SUBTOTAL: 720.00 2 OPTION #1

ASPHALT ROADWAY SUB TOTAL: 2910.0 2 ALL

* SPUR TIE IN (SPUR 0+00 TO 0+40 ) is for BASE only. 60 SY will be omitted from the total if both BASE AND OPTION #1 are excercised.

MISC ASPHALT SURFACING SUMMARY

AREA RADIUS LENGTH DEPTH

NOTES

DESCRIPTION SY FT FT IN

JUNCTION RADIUS NORTH 46.8 40' 2

JUNCTION RADIUS SOUTH 32.8 40' 2

PARKING AREA 1677.0 15' 2

TURN AROUND AREA 158.2 N/A 2

APPROACH #2 19.5 8' 2

APPROACH #3 12.0 8' 2

APPROACH #4 RADIUS 26.8 8' 2

APPROACH #4 PARKING AREA 37.5 N/A 25 2 13.5 FT AVG WIDTH

APPROACH #5 RADIUS 16.5 8' 2

APPROACH #5 PARKING AREA 34.5 N/A 23 2 13.5 FT AVG WIDTH

APPROACH #6 RADIUS 18.6 8' 2

APPROACH #6 PARKING AREA 37.5 N/A 25 2 13.5 FT AVG WIDTH

APPROACH #7 16.6 8' 2

BASE ASPHALT APPROACHES AND MISC SUB TOTAL: 203.23 2

OPTION #1 ASPHALT APPROACHES AND MISC SUB TOTAL: 1930.94 2

ASPHALT APPRACHES AND MISC SUB TOTAL: 2134.2 2

ASPHALT PAVEMENT REPAIR AREA SUMMARY

AREA DEPTH CONTRACT

DESCRIPTION SY IN OPTION

BASE SUB TOTAL (FROM REPAIR SUMMARY): 123.08 2 BASE

OPTION #1 SUB TOTAL (FROM REPAIR SUMMARY}: 96.92 2 OPTION #1

SUB TOTAL (FROM REPAIR SUMMARY): 220.0 2 ALL

TOTAL ASPHALT PAVEMENT SUMMARY

AREA DEPTH CONTRACT

DESCRIPTION SY IN OPTION

BASE ASPHALT PAVING SURFACE AREA TOTAL: 2516.3 2 BASE

OPTION #1 ASPHALT PAVING SURFACE AREA TOTAL: 2747.9 2 OPTION #1

ASPHALT PAVING SURFACE AREA TOTAL: 5264.2 2 ALL

CONCRETE DOUBLE GUTTER SUMMARY

DESCRIPTION

3,000 PSI HIGH EARLY MIX, 6" THICK. MAX FLOW LINE DROP OF 5" I

U.S. DEPARTMENT OF AGRICULTURE

Forest

FOREST SERVICE

WIDTH LENGTH AREA

FT FT SY

14.5 10 16.1

BASE TOTAL: 16.1

TOTAL FOR ESTIMATE: 16.5

SHOSHONE

NATIONAL FOREST

CONTRACT

OPTION

BASE

BASE

OPTION #1

OPTION #1

OPTION #1

OPTION #1

OPTION #1

OPTION #1

BASE

BASE

BASE

BASE

BASE

BASE

OPTION #1

ALL

LOOP RD

STATION

13+50

R2 e ROCKY MOUNTAIN REGION WASHAKIE RANGER DISTRICT

DEPTH

IN

ASPHALT PAVEMENT REMOVAL, SAW CUT, AND REPAIR AREA SUMMARY

LOOP RD LOOP RD ESTIMATED ESTIMATED REMOVAL

BEGINNING END DESCRIPTION LENGTH WIDTH AREA SAWCUT

STATION STATION FT FT SY LFT

0+35 0+43.5 ENTRANCE TIE-IN W/ HWY 131 12 13.5 18 27

3+00 LT 3+45 LT DH FROM IN LET LT SI DE, LOOP RD 45 5 25.0 55

PARKING PARKING PARKING LOT JUN CT WITH, SPUR RD 18 18 96.9 155

5+68 5+78 NEAR UNIT#9 (AKA#5), LOOP RD 10 13 14.3 36

8+25 8+50 NEAR BIG JUNIPER, LOOP RD 25 13 36.1 26

10+42 RT 10+50 RT NEAR BIG ROCK, LOOP RD 8 6.5 5.8 21

11+40 LT 11+44 LT OUTLET POTHOLE #1, LOOP RD 4 4 1.8 16

11+86 RT 11+90 RT OUTLET POTHOLE #2, LOOP RD 5 4 2.2 20

13+37 13+55 DAMGE AREA NEAR EXIT, LOOP RD* 18 9 18.0 55

14+46.5 14+55 EXIT TIE-IN W/ HWY 131 12 13.5 18.00 27

BASE TOTAL: 139.2 283

OPTION #1 TOTAL: 96.9 155

TOTAL: 236.1 438

* Estimated Asphalt Paving Repair Area will be from Sta 13+37 to Sta 13+45. Sta 13+45 to Sta 13+55 will be new Concrete Double Gutter.

** Tie-in areas will from 2" to 0" over 12 ft horizontal minimum.

CONTRACT

OPTION

BASE

BASE

ALL

Design: ....:!.Q!!llil.

Drawn: ....:!.Q!!llil.

SheetTitle:

ESTIMATED QUANTITES

Checked: B. TAGLIOLI

Date: FEBRUARY 2021

SINKS CANYON CAMPGROUND ASPHALT OVERLAY

ASPHALT

PAVING

SY

25.0

96.9

14.3

36.1

5.8

1.8

2.2

1.9

18.0

123.1

96.9

220.0

Sub Sheet:

T7

PAVEMENT CONTRACT

DEPTH OPTION

IN

0 - 2** BASE

2 BASE

2 OPTION #1

2 BASE

2 BASE

2 BASE

2 BASE

2 BASE

2 BASE

0-2** BASE

2 BASE

2 OPTION #1

2 ALL

Project No:

Sheet

TYPICAL CROSS SECTIONS

TYPICAL TRAVELED WAY,

PARKING AREA, TURN AROUND

AREA, AND APPROACHES

r 13'6"

PAY WIDTH (INCLUDES SHOULDERS)

12'4"

TRAVELED WAY

EXISTING TRAVELED WAY

WIDTH VARIES

12'-14'

COMPACT SUBGRADE WITH VIBRATORY EQUIPMENT UNTIL DEFORMATION CEASES.

� Forest

SHOSHONE

NATIONAL FOREST

TYPICAL PARTIAL WIDTH

REPAIR AREA

12'4"

TRAVELED WAY

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PAY WIDTH

REPAIR AREA

WIDTH VARIES

SEE SURFACING SUMMARY

JOHLER Design:

Drawn: JOHLER

Checked: B. TAGLIOLI

SheetTiije: U.S. DEPARTMENT OF AGRICULTUREe FORES R2

ERVICE

ROCKY MOUNTAIN REGION WASHAKIE RANGER DISTRICT Date: FEBRUARY 2021

A

TYPICAL FULL WIDTH

REPAIR AREA

12'4"

--1 r -·-·"

ct. ±2"HOT PLANTMIXOVERLAY ±?"

,',.HOT PLANT MIXREPAIRCOURSE I

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I

I

'COMPACTED LEVELED ROAD BASE"

PAY WIDTH

REPAIR AREA

WIDTH VARIES

SEE SURFACING SUMMARY

SCALE: 1 ": 4'

Sub Sheet: Project No:

TYPICAL CROSS SECTIONS

CB Sheet

SINKS CANYON CAMPGROUND ASHPAL T OVERLAY 8 OF 11

Sinks Canyon 1a5