J2 - Drawings and Maps.pdf

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Leicester Hollow Trail Decommissioning on the Green Mountain NF
Solicitation number
AG-24H8-S-10-0097
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J2 Drawings and maps

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File Type Posted
Amendment 1.rtf RTF text file
SF18 Contractor to complete and return.rtf RTF text file
J1 Specifications.doc DOC document
J3 Wage Determination.doc DOC document
AG-24H8-S-10-0097.rtf RTF text file
J4 - Technical Evaluation Forms.rtf RTF text file

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Text version

!E

!E

!E

!E

'5

'5"9

Du tton Brook

Leic este r Holl ow Brook

Neshobe River

No rth

Bran ch

Nesh obe

River

Barnard Brook

S ucker B roo k

Sucker Brook

Lake Dunmore

Silver Lake

Fern Lake

Sugar Hill Reservoir

Æ·73

LA

KE

D

UN

MO

RE

R D

GOSHEN-RIPTON RD

CA

RL

ISL

E H

ILL

RD

FAY RD

FL

OR

A W

HI

TE

R

D

SILVER LAKE RD

DUTTON BROOK RD

CAPEN HILL RD

TO

WN

H

ILL

RD

FERN LAKE RD

HA

YE

S R D

NORTH STFOX RD

FERNVILLE RD

TH

Falls of Lana

Minnie Baker TH

Blueberry Mgmt Area

Silver Lake South TH

Silver Lake North TH

Silver Lake Campground

Silver Lake Picnic Ground

Goshen/Silver Lake East TH

Leicester Hollow/Chandler Ridge TH

Goshen

Fernville

Satans Kingdom

FT130

FT178

FT177.01

FT257

FT143.11

FT177

FT127

FT253

FT

FT

3.0

FT143.03

FT143.13

FT

3.1

FT128

FT119

FT143.06

FT

.02

FT143.12

FT

3.0

9:;32

9:;108

9:;27

9:;104

9:;243

9:;40

Leicester Hollow Trail Decommissioning and Stream Rehabilitation

Project Location Map

Project Area

Staging Area/

THIS MAP IS FOR INFORMATION PURPOSES ONLY.

THIS MAP IS NOT TO SCALE.

ALL LOCATIONS ARE APPROXIMATE

Sheet 1 of 7

Neshobe River

No rth

Br anch Neshobe River

Æ·73

FAY RD

TO

WN

H

ILL

R D

CAR

LIS

LE

HILL

RD

CA

PE

N H

ILL

RD

Goshen

FT

9:;32

9:;243

9:;108

To wn hil l R oa d

Carlisle Hill Road

Fay Road/FR243

Fay Meadow

Staging Area

Access Trail to Leicester Hollow

Leicester Hollow Trail Decommissioning and Stream Restoration

Project Location Map

Route 73

THIS MAP IS FOR INFORMATION PURPOSES ONLY.

THIS MAP IS NOT TO SCALE.

ALL LOCATIONS ARE APPROXIMATE.

Sheet 2 of 7

Leicester Hollow Brook

Neshobe River

Æ·73

CHURCHILL RD

FAY RD

Leicester Hollow/Chandler Ridge TH

FT

FT177

FT177.01

FT253

FT

9:;40

9:;243 Fay Meadow Staging Area

Trail Access to Leicester Hollow Trail

Leicester Hollow Trail Decommissioning and Stream Restoration

Trail Access and Staging Location

Begin Construction

THIS MAP IS FOR INFORMATION PURPOSES ONLY.

THIS MAP IS NOT TO SCALE.

ALL LOCATIONS ARE APPROXIMATE.

Approximately 0.5 miles

Sheet 3 of 7

'5

'5 "9

Dutton Brook

Sucker B r oo k

Leicester Hollow Br ook

Silver Lake

Silver Lake Campground Silver Lake Picnic Ground

Goshen/Silver Lake East TH

FT130

FT178

FT

FT127

FT

FT177.01

FT143

.10

FT

3.1

FT128

FT119

9:;27

FR127

FR27

Leicester Hollow Trail

Leicester Hollow Trail Decommissioning and Stream Restoration Silver Lake Access Road

THIS MAP IS FOR INFORMATION PURPOSES ONLY.

THIS MAP IS NOT TO SCALE.

ALL LOCATIONS ARE APPROXIMATE.

Sheet 4 of 7

Leicester Hollow Brook

Leicester Hollow/Chandler Ridge TH

FT130

FT

7.0

FT177

FT178

FT253

9:;40

Begin Construction

Remove Concrete Bridge #1 Install Embankment

Stabilization

Remove Concrete Bridge #2

Remove Wood Bridge #1 Install Embankment

Stabilization

Remove Wood Bridge #2

Remove Wood Bridge #3

Stone Bridge to Remain Undisturbed End of Construction

Leicester Hollow Trail Decommissioning and Stream Restoration

Trail Improvement Locations

THIS MAP IS NOT TO SCALE.

ALL LOCATIONS ARE APPROXIMATE.

THIS MAP IS FOR INFORMATION ONLY.

EXACT LOCATIONS TO BE STAKED BY

THE FOREST SERVICE.

Install Two Run Off Bars

Sheet 5 of 7

Fill Trail for Construction Access 195' South of Concrete Bridge #2

(195'x8'x2.5')

Stream Restoration (90'x8'x2')

GENERAL NOTES:

K. DEFAYETTE 4/10 LEICESTER HOLLOW TRAIL DECOMMISSIONING GENERAL NOTES

AND STREAM RESTORATION

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE-REGION 9

GREEN MOUNTAIN NATIONAL FOREST

1. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE U.S. DEPARTMENT OF

TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION, STANDARD SPECIFICATION FOR

CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-03, U.S.

CUSTOMARY UNITS.

2. THE CONSTRACTOR SHALL REVIEW AND UNDERSTAND ALL APPLICABLE ENVIRONMENTAL PERMITS

AND ENSURE THAT ALL CONSTRUCTION CONDITIONS ARE MET.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO PUBLIC OR PRIVATE

PROPERTY OUTSIDE THE LIMITS OF CONSTRUCTION CAUSED BY THE CONTRACTOR, AT THE SOLE

COST OF THE CONTRACTOR.

4. TRACK DUMP TRUCK TO BE UTILIZED FOR TRANSPORTATION OF MATERIAL FROM FAY MEADOW

STAGING AREA TO TRAIL/BRIDGE SITE LOCATIONS AND REMOVING THE BRIDGES FROM THEIR

LOCATIONS

5. THE REMOVAL AND DISPOSAL OF THE “CONCRETE BRIDGES” SHALL BE PAID FOR UNDER ITEM 20301

“CONCRETE BRIDGE REMOVAL”. THIS WORK SHALL INCLUDE THE EXCAVATION, REMOVAL, FINISH

GRADE AND DISPOSAL OF THE BRIDGE. THE REMOVAL AND DISOPOSAL OF THE MATERIAL

SURROUNDING THE BRIDGES INCLUDING THE BACKFILL AND RIPRAP SHALL BE PAID FOR UNDER

ITEM 20401 ”COMMON EXCAVATION”.

6. THE REMOVAL AND DISPOSAL OF THE “WOOD BRIDGES” SHALL BE PAID FOR UNDER ITEM 20302, “WOOD BRIDGE REMOVAL”. THE REMOVAL AND DISOPOSAL OF THE MATERIAL SURROUNDING THE

BRIDGES INCLUDING THE BACKFILL AND RIPRAP SHALL BE PAID FOR UNDER ITEM 20401 ”COMMON

EXCAVATION”.

7. ALL OF THE EXISTING CONCRETE AND WOOD BRIDGES MATERIAL SHALL BECOME THE PROPERTY OF

THE CONTRACTOR AND SHALL BE DISPOSED OF OFF U.S. GOVERNMENT (NATIONAL FOREST) LAND

IN AN APPROVED LANDFILL.

8. ALL EXCESS EXCAVATED MATERIAL SHALL BE USED OR WASTED ON-SITE.

9. ON-SITE ROCK SHALL BE UTILIZED FOR CONSTRUCTION OF THE EMBANKMENT STABILIZATION.

10. APPROPRIATE SIGNAGE AND BARRICADES SHALL BE PLACED ON THE APPROACH TO THE

CONSTRUCTION SITE IN ACCORDANCE WITH SPECIFICATIONS SECTION 635 AND THE MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). THIS WORK SHALL BE PAID FOR INCIDENTAL TO

ALL OTHER CONSTRUCTION ITEMS.

11. ALL SOIL MOVING EQUIPMENT SHALL BE THOROUGHLY CLEANED TO MAKE IT FREE OF SOIL, NON-

NATIVE INVASIVE SPECIES OR OTHER DEBRIS THAT COULD CONTAIN OR HOLD SEEDS PRIOR TO

BEING DELIVERED TO THE PROJECT SITE. EQUIPMENT SHALL BE CONSIDERED FREE OF NON-NATIVE

INVASIVE SPECIES AND OTHER SUCH DEBRIS WHEN A VISUAL INSPECTION BY THE C.O.R. PRIOR TO

THE EQUIPMENT BEING BROUGHT TO THE SITE DOES NOT DISCLOSE SUCH MATERIAL PRESENT. A

CURRENT LIST OF NON-NATIVE INVASICE SPECIES OF CONCERN TO THE FOREST SERVICE IS

GENERAL NOTES:

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE-REGION 9

GREEN MOUNTAIN NATIONAL FOREST

AVAILABLE AT THE FOREST SUPERVISOR’S OFFICE AT GREEN MOUNTAIN AND FINGER LAKES

NATIONAL FOREST, 231 NORTH MAIN STREET, RUTLAND, VT 05701.

12. ALL LOCATIONS CONTAINING NON-NATIVE INVASIVE SPECIES THROUGH OUT THE PROJECT SHALL

BE IDENTIFIED AND MARKED BY THE FOREST SERVICE PRIOR TO AND DURING CONSTRUCTION

ACTIVITES. NO PERSONNEL , VEHICLES OR EQUIPMENT SHALL PASS THROUGH THESE LOCATIONS AT

ANY TIME DURING CONSTRUCTION.

13. EROSION CONTROL MATTING SHALL BE PAID FOR UNDER ITEM 62901 “EROSION CONTROL

MATTING” AND SHALL CONSIST OF: A LAYER OF CERTIFIED WEED-FREE STRAW, COCONUT FIBERS, OR A BLEND OF THESE MATERIALS, SANDWICHED BETWEEN TWO LAYERS OF BIODEGRADABLE

NETTING. PHOTODEGRADABLE NETTING IS NOT ACCEPTABLE. NETTING SQUARE OPENING SIZE

MUST BE LESS THAN TWO-INCHES. THE MATTING MUST REMAIN LARGLEY INTACT (UN-DEGRADED)

FOR AT LEAST 1 YEAR FOLLOWING INSTALLATION. AN ACCPETABLE MATTING PRODUCT IS NORTH

AMERICAN GREEN’S BIONET EROION CONTROL BLANKET. SIMILAR PRODUCTS SHALL BE APPROVED

BY THE FOREST SERVICE.

14. WOODEN STAKES FOR THE EROSION CONTROL MATTING SHALL BE INCIDENTAL TO ITEM 62901

“EROSION CONTRL MATTING”. WOODEN STAKES, AT LEASE 10-INCHES LONG BY TWO TO THREE-

SQUARE INCHES DIAMETER, SHALL BE USED TO ANCHOR THE EROSION CONTROL MATTING. STAKES

SHALL BE PLACED EVERY 5-FEET ALONG ALL EDGES OF THE ERISION CONTROL MATTING AND EVERY

10-FEET DOWN THE CENTER OF THE MATTING.

15. THE CONTRACTOR SHALL APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES

INCLUDING SILT FENCE IMMEDIATELY ON ALL DISTURBED AREAS WHERE WORK IS DELAYED OR

COMPLETED.

16. AT THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT AN EROSION AND

SEDIMENT CONTROL PLAN WITH A SCHEDULE OF CONSTRUCTION ACTIVITIES. THE PLAN SHALL BE

SITE SPECIFIC AND PAID FOR UNDER ITEM 15713.

17. DIVERT OFFSITE STORMWATER RUNOFF FROM HIGHLY ERODIBLE AREAS AND STEEP SLOPES AND

CONVEY OFFSITE STORMWATER RUNOFF TO STABLE AREAS. INSTALL PERIMETER SILT FENCE PRIOR

TO CLEARING AND GRUBBING AND INSTALL NECESSARY EROSION AND SEDIMENT CONTROL

PRACTICES AS WORK TAKES PLACE.

18. STABILIZE STREAMBANKS IMMEDIATELY AFTER DISTURBANCE.

19. ALL EARTH STOCKPILES SHALL BE PROTECTED BY SILT FENCE AT THE PERIMETER AND COVERED

WITH A BLANKET OF HAY MULCH.

20. AFTER THE PERMANENT EROSION CONTRL MEASURES ARE INSTALLED, TEMPORARY EROSION

CONTROL MEASURES SHALL BE REMOVED BY THE CONTRACTOR FROM THE U.S. GOVERNMENT

(NATIONAL FOREST) LAND.

RECOMMENDED CONSTRUCTION SEQUENCING

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE-REGION 9

GREEN MOUNTAIN NATIONAL FOREST

ACCESS LEICESTER HOLLOW TRAIL FROM FAY MEADOW STAGING AREA.

1. Staging location shall be Fay Meadow. See Project Location Map.

2. Remove Concrete Bridge #1 (12 feet by 12 feet by 0.5 feet concrete slab, I-beams and half corrugated culvert pipe). (Stone abutments to remain.)

3. Fill trail south of Concrete Bridge #2 with Pit Run Gravel as located by the Forest Service. Trail shall be no wider than 8 feet with 2.5 feet depth (approximately 160cy).

4. Remove Concrete Bridge #2. (14 feet by 12 feet by 0.5 feet concrete slab, I-beams and half corrugated culvert pipe) (Stone abutments to remain.)

5. Restore channel to natural flow path at Concrete Bridge #2. (95 feet channel excavation, 8 feet wide, 2 feet depth.) Material to be wasted onsite.

6. Embankment armament downstream of Concrete Bridge #1, utilizing existing stone. (20 feet long (See Sketch)).

7. Create Run-off bar 131 feet north of the Minnie Baker Trail and Leicester Hollow Trail intersection.

8. Create Run-off bar 45 feet north of the Minnie Baker Trail and Leicester Hollow Trail.

9. Access from Silver Lake Campground. Remove Wood Bridge #3, #2 and #1.

10. Embankment armament at Wood Bridge #1 using existing material only. (20 feet long (See

Sketch)).

USDA Green Mountain National Forest

Leicester Hollow Trail Decommissioning and Stream Restoration

Concrete Bridge #1 Trail to Bridge #2 to be Filled w/pit run gravel

Concrete Bridge #2 Stream channel to be restored to natural flow path

Wood Bridge #1 Embankment armorment adjacent to Wood Bridge #1

Typical trail between Wood Bridge #1 and Wood Bridge #2

Fay Meadow (Staging Location)

Fay Meadow Trail access point from Fay Meadow

Wood Bridge #2 Wood Bridge #3

Trail Access

Typical Leicester Hollow trail conditions from Silver Lake access

Typical LH trail conditions from Silver Lake access point

Typical LH trail conditions from Silver Lake access point

Typical LH trail conditions from Silver Lake access point

File details come from the government source that posted it. Updated .