J2 - Drawings and Maps.pdf
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- 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 .