Attachment_No._3_Project_Drawings.pdf
PDF 3 MB Posted
- Solicitation number
- 12531A18R0005
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Attachment No. 3 Project Drawings
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Other files
| File | Type | Posted |
|---|---|---|
| Amendment_No._2_to_12531A18R0005_Page_1.rtf | RTF text file | |
| Amendment_No._2_to_12531A18R0005,_Attachment_No._4_Questionnaire.docx | DOCX document | |
| Amendment_No._1_to_12531A18R0008_Pages_2_through_4.doc | DOC document | |
| Attachment_No._2_Project_Specifications.pdf | ||
| Amendment_No._1_12531A18R0008_Page_1.rtf | RTF text file | |
| 12531A18R0005.doc | DOC document | |
| Attachment_No._1_Wage_Determination.pdf | ||
| Attachment_No._4_Questionnaire.docx | DOCX document | |
| Attachment_No._2_Preliminary_Project_Specifications.pdf |
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PROJECT LOCATION
PROJECT SITE
VICINITY MAP:
SHEET OF
United States Department of Agriculture Forest Service
INDEX OF SHEETS
SHEET SHEET TITLE DATE
01 COVER SHEET
2/9/2018
02 SITE MAP AND AERIAL IMAGERY
2/9/2018
03 EXISTING SITE PLAN
2/9/2018
04 REPOSITORY EXCAVATION PLAN
2/9/2018
05 REPOSITORY BACKFILL PLAN
2/9/2018
06 REPOSITORY PROFILE
2/9/2018
07 REPOSITORY CROSS SECTIONS
2/9/2018
08 REPOSITORY TYPICAL SECTION
2/9/2018
From London, KY, travel on KY-192 West for 19 miles to
Old Whitney Road (next to Mt Victory fire department).
Turn left on Old Whitney Road for 2.7 miles. Bear right where asphalt ends (gravel) onto County Road 122. Follow
County Road 122 for 1.5 miles to the repository location at the intersection of County Road 122 and National Forest
System Road 122C. From Somerset, follow KY-192 to Mt
Victory and proceed as described.
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(R08) SOUTHERN REGION
DANIEL BOONE NATIONAL FOREST
PULASKI COUNTY
KENTUCKY
WILDCAT BRANCH AREA C
COAL WASTE REMOVAL - PHASE 2
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
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WILDCAT BRANCH
AREA C COAL WASTE
REMOVAL - PHASE 2
DANIEL BOONE
NATIONAL FOREST
LONDON RANGER DISTRICT
SITE MAP AND AERIAL
IMAGERY
02/09/2018
A. CHRISTENSEN
A. CHRISTENSEN
TEMPORARY CROSSING
PHASE 2
PROPOSED
REPOSITORY
LOCATION
PHASE 1
REPOSITORY,
AS BUILT
PHASE 2
PROPOSED
EXCAVATION
LOCATION
PHASE 1
EXCAVATION
HAUL ROUTE
REPOSITORY
EXCAVATION
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DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
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AREA C COAL WASTE
REMOVAL - PHASE 2
DANIEL BOONE
NATIONAL FOREST
LONDON RANGER DISTRICT
EXISTING SITE PLAN
02/09/2013
A. CHRISTENSEN
A. CHRISTENSEN
PHASE 1 REPOSITORY;
AS BUILT
PULASKI COUNTY
ROAD 122
NFSR 122C
Feet
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DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
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WILDCAT BRANCH
AREA C COAL WASTE
REMOVAL - PHASE 2
DANIEL BOONE
NATIONAL FOREST
LONDON RANGER DISTRICT
REPOSITORY
EXCAVATION PLAN
02/09/2018
A. CHRISTENSEN
A. CHRISTENSEN
PHASE 1 REPOSITORY,
AS BUILT
PHASE 2 REPOSITORY
EXCAVATION,
1:1 CUT SLOPES
Feet
REPOSITORY QUANTITY ESTIMATE
ITEM QUANTITY UNIT NOTES
TOTAL EXCAVATION 8000 CY
10' (+/-) DEPTH OF EXCAVATION
DRAINAGE
AGGREGATE
410 CY 6" DEPTH
TOPSOIL 840 CY
12" DEPTH (MIN) CONSERVED
FROM EXCAVATION
4" HDPE DRAIN 700 LF
INCLUDES SLOTTED
COLLECTOR AND SOLID DRAIN
HDPE LINER
GEOMEMBRANE
(TOP ONLY)
3000 SY 60 MIL
GEOTEXILE,
FHWA CLASS 1A
10,800
SY
INCLUDES TOP LINER RUB
SHEETS AND UNDERDRAIN
OPTIONAL BOTTOM
LINER HDPE
GEOMEMBRANE
3500 SY
SEE SHEET 8, NOTE 2
60 MIL
OPTIONAL BOTTOM
LINER GEOTEXTILE
4600 SY
SEE SHEET 8, NOTE 2
FHWA CLASS 1A
VALUES DO NOT INCLUDE SWELL FACTOR. DRAINAGE AGGREGATE TO BE
IMPORTED. TOPSOIL IS TO BE STOCKPILED AND REPLACED.
MATERIAL DISPOSAL AREA;
BLEND TO EXISTING;
1V:2H SLOPES
MATERIAL DISPOSAL AREA;
BLEND AREA BETWEEN EXISTING
AND NEWLY CONSTRUCTED CELLS
HAUL ROUTE
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DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
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WILDCAT BRANCH
AREA C COAL WASTE
REMOVAL - PHASE 2
DANIEL BOONE
NATIONAL FOREST
LONDON RANGER DISTRICT
REPOSITORY
BACKFILL PLAN
02/09/2018
A. CHRISTENSEN
A. CHRISTENSEN
PHASE 1 REPOSITORY,
AS BUILT
PHASE 2 REPOSITORY
FINISHED ELEVATION
Feet
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L E
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N
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STATION (FEET)
REPOSITORY CENTER PROFILE
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 5+91
2+00
3+00
4+00
5+00
5+91
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
2/2 6/1
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SOUTHERN REGION
WILDCAT BRANCH
AREA C EXCAVATION
AND REPOSITORY -
PHASE 2
DANIEL BOONE
NATIONAL FOREST
LONDON RANGER DISTRICT
REPOSITORY PROFILE
02/09/2018
A. CHRISTENSEN
A. CHRISTENSEN
Feet
AutoCAD SHX Text
EXCAVATION PROFILE
AutoCAD SHX Text
EXISTING GROUND
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REPOSITORY FINISHED GRADE
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USE EXCESS FILL TO BLEND GAP BETWEEN REPOSITORY CELLS
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L E
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OFFSET (FEET)
3+00.00
0 10 20 30 40 50 60 70 80 90 100 110 1200-10-20-30-40-50
E L E
V A
T I O
N
F
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OFFSET (FEET)
2+00.00
0 10 20 30 40 50 60 70 80 90 100 110 1200-10-20-30-40-50
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OFFSET (FEET)
4+00.00
0 10 20 30 40 50 60 70 80 900-10-20-30-40-50-60-70-80-90
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OFFSET (FEET)
5+00.00
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2+00
3+00
4+00
5+00
5+91
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
2/2 6/1
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SOUTHERN REGION
WILDCAT BRANCH
AREA C EXCAVATION
AND REPOSITORY -
PHASE 2
DANIEL BOONE
NATIONAL FOREST
LONDON RANGER DISTRICT
REPOSITORY
CROSS SECTIONS
02/09/2018
A. CHRISTENSEN
A. CHRISTENSEN
Feet
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475.00
480.00
485.00
490.00
495.00
500.00
505.00
475.00
480.00
485.00
490.00
495.00
500.00
505.00
0.00
10.00
20.00
30.00
40.00
50.00
60.00
70.00
80.00
90.00
100.00
0.00
-10.00
-20.00
-30.00
-40.00
-50.00
-60.00
-70.00
-80.00
-90.00
-100.00
EXISTING GROUND
12" MINIMUM TOPSOIL
CONSERVED FROM
EXCAVATION TOP LINER - 60 MIL HDPE
WITH GEOTEXTILE ON BOTH SIDES
4" HDPE DRAIN
(SEE NOTE 4)
6" DRAINAGE AGGREGATE
GEOTEXTILE ABOVE AND BELOW
OPTIONAL BOTTOM LINER;
(SEE NOTE 2)
ANCHOR TRENCH;
MIN 2' X 2'
ANCHOR TRENCH;
MIN 2' X 2'
REPOSITORY NOTES:
1. THE HDPE LINER SHALL BE 60 MIL AND HAVE A CLASS 1A (FHWA; SEE SECTION 06 OF
THE SPECIFICATIONS) GEOTEXTILE PLACED ABOVE AND BELOW IT (RUB SHEETS).
2. THE BOTTOM LINER IS OPTIONAL, DEPENDING UPON THE PRESENCE OF GROUNDWATER
DURING EXCAVATION. IF THE EXCAVATION IS DRY, THEN ONLY A TOP LINER WILL BE
INSTALLED. IF GROUNDWATER IS ENCOUNTERED IN THE EXCAVATION, THEN THE BOTTOM
AND SIDES WILL BE LINED WITH 60 MIL HDPE WITH GEOTEXTILE PLACED ON BOTH SIDES.
SEE SECTION 06 OF THE SPECIFICATIONS.
3. SEE SECTION 06 OF THE SPECIFICATIONS FOR ADDITIONAL DETAILS ON REPOSITORY
MATERIALS AND INSTALLATION.
4. THE UNDERDRAIN SYSTEM SHALL CONSIST OF 4" PERFORATED COLLECTOR PIPES
PLACED 30' ON-CENTER THAT FEED A SOLID 4" DRAIN PIPE DAYLIGHTING DOWNSLOPE OF
THE REPOSITORY. DRAINAGE AGGREGATE SHALL BE 12-INCH MINUS, CLEAN DRAIN ROCK.
CLASS 1A GEOTEXTILE SHALL BE PLACED ABOVE AND BELOW THE AGGREGATE FOR
SEPARATION. SEE SECTION 06 OF THE SPECIFICATIONS.
5. EXCAVATED MATERIAL SHALL BE DISPOSED OF AT LOCATIONS SHOWN ON THE
DRAWINGS OR AGREED IN THE FIELD. ALL DISPOSAL MATERIAL SHALL BE PLACED TO
BLEND TO EXISTING TERRAIN WITH MAXIMUM SLOPES OF 1V:2H. ALL DISTURBED AREAS
SHALL BE PREPPED AND SEEDED PER SECTION 07 OF THE SPECIFICATIONS.
COAL WASTE
1. SURVEY CONTROLS AND REFERENCES:
BEFORE BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER (CO) OF ANY MISSING INITIAL CONTROL POINTS OR STAKES. THE GOVERNMENT WILL REESTABLISH HORIZONTAL AND VERTICAL CONTROL POINTS MISSING BEFORE THE BEGINNING OF CONSTRUCTION.
USING THESE AS A REFERENCE, THE CONTRACTOR SHALL ESTABLISH ADEQUATE ADDITIONAL
CONTROL POINTS TO ACCOMPLISH THE WORK. THE CONTRACTOR SHALL PROTECT, MAINTAIN AND
REPLACE CONTROL POINTS AS NECESSARY.
3. TRAFFIC CONTROL:
TRAFFIC CONTROL DEVICES FOR ALL CONSTRUCTION ACTIVITIES, INCLUDING FULL AND PARTIAL ROAD CLOSURE, SHALL BE MAINTAINED FOR THE DURATION OF CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL BY THE CO, A TRAFFIC CONTROL PLAN PRIOR TO CONSTRUCTION. THE PLAN SHALL CONFORM TO THE MOST RECENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY SIGNS.
4. EROSION CONTROL:
PRIOR TO THE START OF CONSTRUCTION, SUBMIT A WRITTEN EROSION CONTROL PLAN THAT
PROVIDES PERMANENT AND TEMPORARY EROSION CONTROL MEASURES TO MINIMIZE EROSION AND SEDIMENTATION DURING AND AFTER CONSTRUCTION. DO NOT BEGIN WORK UNTIL THE NECESSARY
CONTROLS FOR THAT PARTICULAR PHASE OF WORK HAVE BEEN IMPLEMENTED. DO NOT MODIFY
THE TYPE, SIZE, OR LOCATION OF ANY CONTROL. AN ALTERNATE EROSION CONTROL PLAN MAY BE
SUBMITTED 5 DAYS BEFORE INTENDED USE. INCORPORATE ALL PERMANENT EROSION CONTROL
FEATURES INTO THE PROJECT AT THE EARLIEST PRACTICAL TIME, AS OUTLINED IN THE APPROVED
PLAN. WHEN EROSION CONTROL MEASURES ARE NOT FUNCTIONING AS INTENDED, IMMEDIATELY
TAKE CORRECTIVE ACTION. PAYMENT FOR EROSION CONTROL AND THE EROSION AND SEDIMENT
CONTROL PLAN IS INCLUDED IN PAY ITEM 03.
2. NOTIFICATIONS:
THE CONTRACTOR SHALL NOTIFY THE CO AT LEAST 10 DAYS PRIOR TO THE START WORK DATE.
GENERAL NOTES:
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
2/2 6/1
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SOUTHERN REGION
WILDCAT BRANCH
AREA C COAL WASTE
REMOVAL - PHASE 2
DANIEL BOONE
NATIONAL FOREST
LONDON RANGER DISTRICT
REPOSITORY TYPICAL
SECTION
02/09/2018
A. CHRISTENSEN
A. CHRISTENSEN
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| Sheets and Views |
| 17x11 EXPANDED |
| C3DT - Area C Repository Phase 2 - 02132018-Excavation Plan.pdf |
| Sheets and Views |
| Excavation Plan |
| C3DT - Area C Repository Phase 2 - 02132018-Existing Plan.pdf |
| Sheets and Views |
| Existing Plan |
| C3DT - Area C Repository Phase 2 - 02132018-ImagesVicinity.pdf |
| Sheets and Views |
| ImagesVicinity |
| C3DT - Area C Repository Phase 2 - 02132018-Profile.pdf |
| Sheets and Views |
| Profile |
| C3DT - Area C Repository Phase 2 - 02132018-Proposed Plan.pdf |
| Sheets and Views |
| Proposed Plan |
| C3DT - Area C Repository Phase 2 - 02132018-Repo Typical.pdf |
| Sheets and Views |
| Repo Typical |
| C3DT - Area C Repository Phase 2 - 02132018-X-Sections.pdf |
| Sheets and Views |
| X-Sections |
| C3DT - Area C Repository Phase 2 - 02132018-Profile.pdf |
| Sheets and Views |
| Profile |
| C3DT - Area C Repository Phase 2 - 02132018-Repo Typical.pdf |
| Sheets and Views |
| Repo Typical |
File details come from the government source that posted it.