B3_Sawdust PlansDrawings.pdf

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NTS

CONSTRUCTION NOTES

SAWDUST LAKE ACCESS

08/31/15

08/31/15

06/18/15

P. HAMPSTON

P. HAMPSTON

E. LYNCH

CONSTRUCTION NOTES:

-The intent of this contract is to reconstruct existing roadways, except where noted on the drawings.

-Existing roadway width is approximately 8-10'

-Clearing and grubbing waste shall be disposed of at locations on site, as determined in the field by the COR.

-Silt fence shall be installed in all areas of disturbed soil according to best management practices.

-All quantities are compacted, in place volumes.

-Construct the roadway to the typical section before placing crushed aggregate. Prior to placement of crushed aggregate, the subgrade must be approved by the COR.

-Compact all fill by operating spreading and hauling equipment over the full width of the roadway.

-Crushed aggregate shall be obtained from a commercial source.

-Boulders shall be a minimum of 36" in their smallest dimension and final placement location shall be determined in the field by the COR.

-Maximum clearing width shall be 28' except at landing and turnout locations.

-The existing spur road off of the north end of the FR267 loop is to be decommissioned and converted to a walking trail. The entrenched roadbed shall be filled to match the surrounding elevations and outsloped to sheet drain evenly. Estimated quantity is 95 CY. Fill is considered incidental to road decommissioning and no additional payment will be made. Stumps from clearing and grubbing operations may be disposed of in this fill area but must be completely covered with fill. Excess roadway excavation shall be used to fill this area. A 24" wide, 4" deep, tread shall be constructed using 2" minus crushed aggregate. The filled area outside the tread shall be covered with 4" of topsoil (~31CY), seeded, and mulched. Aggregate and topsoil will be paid for under bid items 30103 and 62403, respectively. Some slash may be scattered outside the tread to return the area to a more natural condition.

-The northeast entrance of FR 267 shall be decommissioned and the road rerouted to make a loop with one entrance onto FR241. Fill the cut section of the decommissioned road to match surrounding elevations and slopes. Estimated quantity is 10 cy. Fill is considered incidental to road decommissioning and no additional payment will be made. Cover filled area with 4" of topsoil (~7CY). Topsoil will be paid for under bid item 62403. Scatter logs, rocks, and plant small trees to effectively make the old road disappear.

-All signage shall be installed per MUTCD specifications.

-Seed, fertilize, and mulch all disturbed areas.

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TYPICALS

SAWDUST LAKE ACCESS

8/31/15

8/31/15

6/18/15

P.HAMPSTON

P. HAMPSTON

E. LYNCH

R35'R35'

20'

R35'R35'

12'

2.0 %2.0 %

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12'

TYPICAL ROAD CROSS-SECTION

1'

6"

28' MAX CLEARING LIMIT

2.0 %2.0 %

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20'

TYPICAL LANDING CROSS-SECTION

1'

6"

36' MAX CLEARING LIMIT

TYPICAL LANDING ENTRANCETYPICAL ROAD ENTRANCE

TYPICAL ROAD CROSS-SECTION TYPICAL LANDING CROSS-SECTION

TYPICAL LANDING ENTRANCETYPICAL ROAD ENTRANCE

C U s e r s p h a m p s t o n D o c u m e n t s C

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SITE PLAN

1" = 200'

C-XXXX

4 8

SAWDUST LAKE ACCESS

6/18/15

8/31/15

8/31/15

P. HAMPSTON

P. HAMPSTON

E. LYNCH

SAWDUST LAKE

POND

Feet

0 200 400

U s e r s p h a m p s t o n D o c u m e n t s C

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PLAN AND PROFILE

BOAT LANDING

1" = 80'

C-XXXX

5 8

SAWDUST LAKE ACCESS

6/18/15

8/31/15

8/31/15

P. HAMPSTON

P. HAMPSTON

E. LYNCH

Feet

0 80 160

FR 241

ESTIMATED QUANTITIES

BOAT LANDING ROAD (STA 10+00 TO 23+80)

CUT VOLUME: 179 CY

FILL VOLUME: 160 CY

SURFACING VOLUME: 232 CY

VERTICAL EXAGERATION = 4

BOAT LANDING ROAD

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PLAN AND PROFILE

BOAT LANDING (2)

1" = 80'

C-XXXX

6 8

SAWDUST LAKE ACCESS

6/18/15

8/31/15

8/31/15

P. HAMPSTON

P. HAMPSTON

E. LYNCH

Feet

0 80 160

POND

ESTIMATED QUANTITIES

BOAT LANDING ROAD

(STA 10+00 TO 23+80)

CUT VOLUME: 179 CY

FILL VOLUME: 160 CY

SURFACING VOLUME: 232 CY

BOAT LANDING ROAD

U s e r s p h a m p s t o n D o c u m e n t s C

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PLAN AND PROFILE

FR 267

1" = 80'

C-XXXX

7 8

SAWDUST LAKE ACCESS

6/18/15

8/31/15

8/31/15

P. HAMPSTON

P. HAMPSTON

E. LYNCH

Feet

0 80 160

FR 241

ESTIMATED QUANTITIES

FR 267 (STA 10+00 TO 27+67)

CUT VOLUME: 315 CY

FILL VOLUME: 202 CY

SURFACING VOLUME: 307 CY

TRAIL SURFACING: 5 CY

FR 267

U s e r s p h a m p s t o n D o c u m e n t s C

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PLAN AND PROFILE

FR 267 (2)

1" = 80'

C-XXXX

8 8

SAWDUST LAKE ACCESS

6/18/15

8/31/15

8/31/15

P. HAMPSTON

P. HAMPSTON

E. LYNCH

Feet

0 80 160

FR 241

ESTIMATED QUANTITIES

FR 267 (STA 10+00 TO 27+67)

CUT VOLUME: 315 CY

FILL VOLUME: 202 CY

SURFACING VOLUME: 307 CY

TRAIL SURFACING: 5 CY

FR 267