ORB3027_Harden Ridge_Hoosier_Table1_Description of Work.pdf

Hardin Ridge Asphalt Road Repairs - Road 4725.000

Section 1A

Sq. Ft. Area

Section 2A

Sq. Ft. Area

Section 4

Sq. Ft.

Area

0+00 1/ Both 1 1/2" #11 HMA 323 40 12,920

Begin 1 1/2" asphalt surface course overlay and

#73 shoulder aggregate to protect edge of pavement. Mill beginning and end of road and all road junctions.

0+60 Right Yellow Stripping 267 Stripe centerline of the road

0+60 Right White Stripping 284 Stripe right lane of the road

3+00 Right Parking area 23 27 621 Place 1 1/2" asphalt surface course overlay parking area

3+45 Right Rt lane gatehouse 175 12 2,100 Mill road and place 1 1/2" asphalt surface course overlay right lane at gatehouse

3+45 Left Left Lane gatehouse 285 12 3,420 Mill and place 1 1/2" asphalt surface course overlay left lane at gatehouse

3+45 Center lane gatehouse 196 15 2,940 Mill road and place 1 1/2" asphalt surface course overlay center lane thru gatehouse

4+35 1/ Both 1 1/2" #11 HMA 11,438 20 228,760

4+35 Left Pavement distress 63 12 756

5+06 Both Pavement distress 43 24.5 1053.5

7+10 (MP

0.1A) Right edge cracking 141 11

8+50 Both Pavement distress 57 22 1254

9+08 Right Pavement distress 151 13.5 2038.5

11+03

(MP 0.2A)

Both Pavement distress 139 21 2919

14+98 (MP

0.2B) Right edge cracking 38 10 380 Jct with RV dump left.

30+64 (MP

0.5A) Right Pavement distress 190 11 2090

32+55 Both Weak Subgrade 228 21.5 4902

40+18 MP

0.7A) Both Pedestrian Crosswalk 22'

Paint 5' wide yellow crosswalk across road with

4 hash marks

50+91 (MP

0.9A) Right Pavement distress 174 10.5 1827

57+51 Right Pavement distress 136 10.5 1428

63+91

(MP 1.2A)

Right Pavement distress 94 10.5 987

67+55 Right edge cracking 93 10.5 976.5

HRRA Paving Contract

ORB-3027

Table 1 - Description of Work

Width

Road Dig outs

Lane Remarks Overlay Sq.

Ft. Area

Station

(milepost) Description Length

69+23 Both Weak Subgrade 187 21 3927

Excavate to widths and depth shown, slope to drain left thru shoulder. Backfill as shown on drawings. (White Oak Camping Loop jct)

75+83 Both Paving fabric 40 20 Place 90 sq. yds of paving fabric incidental to overlay cost

81+44

(MP 1.6A)

Right Pavement distress 63 10.5 661.5

85+79

(MP 1.6B)

Right Pavement distress 102 10.5 1071

88+86 Left Pavement distress 119 10.5 1249.5

90+76

(MP1.7A)

Both Pedestrian Crosswalk 26

Paint 5' wide yellow crosswalk across road with

4 hash marks

94+19 (MP

1.8A) Both Pavement distress 225 20 4500

96+43 Left edge cracking 32 10.5 336

Construct trench drain consisting of FS supplied perf pipe, geotextile, and #2 aggregate in left ditch line to drain digout

98+72 Left Scenic overlook parking area 150 10 1500 Remove and reset curbing

101+07

(MP 1.9A)

Right Pavement distress 120 10.5 1260

102+27

(MP 2.0)

Disposal area access right for excavated material

105+50 Paved trough (ditch) 300 4 1200

118+73

(MP 2.3) End overlay End Project

All Disposal Area

Shaping of disposal area to drain and installation of silt fence

All Mobilization

Mobilize equipment, men, materials to project and istallation of signs, etc.

TOTALS TOTALS 252,261 3,927 29,508 1,733 35168 sq ft

1/ Average Width is shown for the station

Pave to guardrail, construct a trough in pavement to act as a ditch. Paved ditch is to go from the culvert within guardrail area to end of guardrail. At end of guardrail construct 3' wide runoff ditch draining onto natural ground. Within runoff ditch construct a concrete hardened rock check dam. Line runoff ditch with 8 oz nonwoven geotextile and fill with type 1 riprap..

Table 2 - Hardin Ridge

Length (Feet) Width

(inches) Sq Ft. Work Status

28 32 75 Optional

31 30 78 Optional

28 32 75 Optional

28 32 75 Optional

28 32 75 Optional

27 30 68 Optional

16 30 39 Optional

19 40 63 Optional

HRRA Paving Contract ORB-3027 - Pine Camping Loop

Spur # Width

(inches) Length (Feet) Sq Ft.

Tree to remove Work Status

187 20 48 960 1 Optional

188 20 48 960 3 Optional

189 20 53 1060 7 Optional

190 20 43 860 5 Optional

153 20 48 960 3 Optional

172 20 55 1100 0 Optional

164 20 50 1000 1 Optional

165 20 58 1160 Optional

Bluegill Site 126

Bluegill Site 127

Bluegill Site 128

Southern Point Site 25

Southern Point Site 26

Location

Total

HRRA Paving Contract ORB-3027 - Tier 1 - Additional Paving needs

Southern Point Site 27

White Oak

Holland

Raise grade at back of spur as staked

Remove 3" depth of existing fill material and patch over designated culverts with 3" compacted depth of

#9 HMA Binder.

Add material to gain width

Camping spur work shall consist of excavating spur to a depth of 8" to length and width shown. Backfill excavated area with 6" of compacted #53 aggregate. Pave spur with a 3" depth of #9 HMA. Place #73 aggregate along edge of asphalt sloping to drain.

Remove identified trees along with stump(s). Backfill and compact stump hole(s) with excavated spur material.

Remove pipe across jct. Const ditch between lift station and spur.

Bath house 1 27 90 2430 Optional

Bath house 2 20 45 900 Optional

Totals 11390 20

HRRA Paving Contract ORB-3027 - Bluegill Camping Loop

Spur # Width

(inches) Length (Feet) Sq Ft.

Tree to remove Work Status

131 20 36 720 1 Optional

87 20 50 1000 2 Optional

88 20 43 860 Optional

20 42 840 Optional

20 47 940 1 Optional

20 60 1200 5 Optional

20 70 1400 Optional

90 20 50 1000 1 Optional

Totals 7960 10

Camping spur work shall consist of excavating spur to a depth of 8" to length and width shown. Backfill excavated area with 6" of compacted #53 aggregate. Pave spur with a 3" depth of #9 HMA. Place #73 aggregate along edge of asphalt sloping to drain.

Remove identified trees along with stump(s). Backfill and compact stump hole(s) with excavated spur material.

Remove existing asphalt, excavate, and shape to meet required dimensions. Place 6" depth of #53 aggregate and place 3' depth of #9 asphalt binder. Paint parking lines and walkway.

Construct parking area as staked on the ground by the FS. Place 6" depth of #53 aggregate and place 3" depth of #9 asphalt binder.

Install 15" pipe across junction

Numerous small trees to be removed

Raise grade at back of spur as staked