Attach_03_Sugar_Creek_Drawings.pdf

FOREST SERVICE - REGION 2

UNITED STATES DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN REGION

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COLORADO STATE MAP

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PROJECT LOCATION

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VICINITY MAP (NTS)

PROJECT LOCATION

SEDALIA, CO TO PROJECT LOCATION

IS APPROX. 20.3 MILES

INDIAN CREEK WORK CENTER

TO PROJECT LOCATION

IS APPROX. 10.5 MILES

INDIAN CREEK WORK CENTER

GOVERNMENT FURNISHED MATERIAL

STOCKED AT INDIAN CREEK WORK CENTER

* DENOTES CONTRACT QUANTITIES

PER FSSS SECTION 109.02 (b)

ROAD NUMBER:

MILE POST:

ITEM NO. DESCRIPTION

15101 Mobilization

ESTIMATE OF QUANTITIES

S. CO HWY 67

20.3

PAY UNIT

QUANTITIES

Lump Sum ALL

NOTES

Includes equipment, equipment cleaning requirements, fire protection, and all erosion control measures. Conform to FP-03.

91202 Clearing and grubbing

Linear Feet 170

Includes: clearing and grubbing for new constructed trail, removing top 4" of trail's duff and organic material, 10' vertical clearing height, 1' clearing beyond backslope and fill slope catchpoints per section 912.00 Clearing Limits (See Typical -4% Insloped Trail Section Detail

Drawing). Place slash limbs, brush, and rocks to randomly catch sediment movement.

Contractor shall stockpile top 4" duff material to later cap all disturbed areas excluding tread width to enhance future revegetation.

96302

Glulam Stringer Trail Bridge, Length 30'-00" Span

Lump Sum

ALL

Includes assembling and installation of bridge. Also includes the pick-up and delivery of government furnished material to project location (see Vicinity Map). The bridge posts, glulam slabs, rails, rail caps, and 5/8" dia. glulam threaded rods will be government furnished. It's the contractor's responsibility to furnish the continuous mudsills, 3/4" dia.

threaded anchor bolts, hex nuts, iron and plate washers that assembles gabion basket to sill and all other components that's not government furnished. See Gabion Basket Detail sheet, Sill Details sheet and Bridge Assemble & Rail Post Detail sheet. The treated mudsills shall conform to Trail Specifications Section 995.04 - Treated Structural Timber and Lumber. All rough sawn timber surfaces shall be treated with government furnished copper naphthenate wood preservative in accordance with manufacturer's instructions.

20801 Structure excavation *Cubic Yard 26

Includes all bridge structure excavation, foundation preparation, and backfill. Approximately

(9) cubic yards of structural backfill material shall be used for structural backfill. Backfill a minimum of 12" around gabion baskets and 2' feet to bridge approach. Compact with 6" max compacted thick layers per FP-03 Section 208.10. Structural backfill material shall conform to

FP-03 Section 704.04 and foundation fill covered in this pay item (if needed) shall conform to

FP-03 Section 704.01.

62502

Seeding, dry method

Square Yard 93.7

62508

Mulching, dry method

Square Yard

93.7 Mulch all disturbed areas per FP-03 Section 625 Turf Establishment. Mulch shall be weed free

Seed all disturbed areas with approved seed mix per FP-03 Section 625 Turf Establishment.

91812

Gabion Baskets, polyvinylchloride coated

Cubic Feet 298

Includes #9 gage polyvinylchloride wire mesh gabion baskets, 4"-8" durable angular rock, and installation of gabion baskets and all its components. See Gabion Basket Detail Sheet.

Conform to Trail's Specifications

91103 Excavation Lump Sum

ALL

Includes all proposed trail excavation. Approximately (13) cubic yards of trail excavation.

Conform to Trail's Specifications

20411

Embankment construction, compaction method (e), finishing method A

*Cubic Yard

Trail embankment compaction shall conform to FSSS Section 204.11 - Compaction Method (e) and finish method per FSSS Section 204.13 - Sloping, shaping, and Finishing Method (A) by removing all material larger than 6" from the top 6" of the trailbed. Refer to Proposed Trail and Bridge Plan & Profile sheet for trail prism embankment construction notes.

15201

Construction survey and staking, method I, tolerance

B

Lump Sum ALL

This method is to be applied to the survey and staking for all construction including: trail ℄ alignment staking, trail catchpoint staking, ditch, and bridge abutments construction staking.

The government will only provide horizontal and vertical control points and all necessary information relating to coordinates, lines, elevations, slopes, and grades which are found in drawings. Contractor is responsible for completion of each element of the work to government's satisfactory. Conform to FP-03.

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SITE PLAN

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TRAIL HEAD

PARKING

S. CO HWY 67

S. CO HWY 67

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EXISTING CENTERLINE TRAIL GRADE PROFILE

FINISH CENTERLINE TRAIL GRADE PROFILE

PROPOSED TRAIL SITE PLAN

PLAN VIEW

TYPICAL -4% INSLOPED TRAIL SECTION (NTS)

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GABION BASKET PROFILE DETAIL

SECTION B-B

GABION FOUNDATION

ELEVATION VIEW (NTS)

ANCHOR BOLT DETAIL

ELEVATION (NTS)

ANCHOR BOLT 3/8" A-36 STEEL PLATE WASHER DETAIL (NTS)

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STANDARD GABION BASKET SIZE

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ELEVATION VIEW (NTS)

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TYPICAL SECTION

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ENRICHMENT DETAIL TYP WATTLE INSTALLATION GUIDE

TYP WATTLE SPACING BASED ON SLOPE GRADIENT

CROSS SECTION

SILT FENCE DETAIL D (NTS)

EROSION CONTROL PLAN

PLAN VIEW

ELEVATION DETAIL

STRAW WATTLE INSTALLATION DETAIL C (NTS)

WATTLE INSTALLATION

SILT FENCE DETAIL

APPROX. LOCATION (TYP)

C 9 D