J7L - BMTI Dwgs 2024.04.03Rev.pdf
PDF 4 MB Posted
- Solicitation number
- 12445224R0008
- Issued by
-
Department of Agriculture Forest Service
About this file
This document is a set of construction plans and drawings for the Black Mountain Trailhead Improvements project to be undertaken by the U.S. Forest Service in the Pisgah National Forest in North Carolina. The project involves improvements to an existing gravel parking lot and trailhead, including paving, grading, drainage, signing, and landscaping work. The key details include the proposed site layout, grading plans, parking lot design, and cross-sections for the asphalt pavement and trailhead surfacing. Pertinent survey information, general notes, and construction details are also provided. This appears to be a technical design package rather than a solicitation document. No information is provided about a federal contract opportunity.
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Text version
PROJECT LOCATION
PROJECT SITE
VICINITY MAP:
United States Department of Agriculture
Forest Service
INDEX OF SHEETS
SHEET SHEET TITLE DATE
G-01 COVER SHEET
3/19/2024
G-02 NOTES
3/19/2024
C-01 EXISTING SITE PLAN
3/19/2024
C-02 GRADING SITE PLAN
3/19/2024
C-03 PARKING LAYOUT PLAN
3/19/2024
C-04 PAVING - SURFACING PLAN
3/19/2024
C-05 DRIVEWAY CENTERLINE PROFILE
3/19/2024
G-03 GENERAL DETAILS
3/19/2024
G-04 GENERAL DETAILS 2
3/19/2024
G-05 SEDIMENT CONTROL DETAILS
3/19/2024
G-06 ASPHALT DRIVE SECTION
3/19/2024
The Project Site is adjacent to the Pisgah Ranger Station -
Visitor Center located at 1600 Pisgah Highway, Pisgah
Forest, North Carolina, 28768
RECOMMENDED BY:
SUPERVISORY CIVIL ENGINEER
ENGINEERING STAFF OFFICER
DISTRICT RANGER
FOREST SUPERVISOR
REGION 8
PISGAH NATIONAL FOREST - PISGAH DISTRICT
TRANSYLVANIA COUNTY
NORTH CAROLINA
BLACK MOUNTAIN TRAILHEAD
IMPROVEMENTS
DESIGNED BY:
REVIEWED BY:
APPROVED BY:
CIVIL ENGINEER
K.MOORE
Point Northing Easting Elev. Description CONTROL PT1 579184.75 888403.18 2160.56 5/8" REBAR w/Alum Cap @G CONTROL PT2 579311.98 888433.30 2160.84 5/8" REBAR w/Alum Cap @G CONTROL PT3 579469.44 888497.53 2166.38 5/8" REBAR w/Alum Cap @G CONTROL PT4 578986.58 888921.92 2156.82 5/8" REBAR w/Alum Cap @G CONTROL PT5 579124.13 888952.47 2156.76 5/8" REBAR w/Alum Cap @G CONTROL PT6 579284.59 888988.66 2160.78 5/8" REBAR w/Alum Cap @G
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/4 /24
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.04 .03
.D W
G;
(R08)
SOUTHERN REGION
BLACK MOUNTAIN
TRAILHEAD
IMPROVEMENTS
NATIONAL FORESTS
IN NORTH CAROLINA
PISGAH RANGER DISTRICT
NOTES
03/19/2024
K. MOORE
K. MOORE
G-02
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GENERAL NOTES:
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1) PROTECT FLAGGED EXISTING TREES BEFORE CLEARING, CONTRACTOR SHALL MEET ON-SITE WITH COR TO IDENTIFY TREES TO BE PROTECTED. 2) CLEAR AND GRUB ALL VEGETATION IN AREAS SHOWN ON PLAN INCLUDING PARKING LOT ISLANDS (IN BETWEEN PARKING BAYS). THESE AREAS SHALL BE LEVELED OUT AND SURFACED WITH ABC. CLEARING AND GRUBBING SHALL BE CLEARING AND GRUBBING SHALL BE DONE ACCORDING TO FP-14 & FOREST SERVICE STANDARD SPECIFICATIONS (FSSS). 3) NO UNDERGROUND UTILITIES WERE MARKED OR LOCATED FOR THE SURVEY. AN UNDERGROUND WATER-LINE HAS BEEN DRAWN AT THE APPROXIMATE LOCATION SHOWN ON DISTRICT UTILITY PLANS. CONTRACTOR SHALL LOCATE THE WATER-LINE AND AVOID DAMAGING IT DURING CONSTRUCTION. 4) CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND EXERCISE CAUTION FOR WORK TO BE PERFORMED WITHIN THE DUKE POWER RIGHT OF WAY (UNDER AND AROUND EXISTING ELECTRIC LINES AND POLES).
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9) THE EXISTING PLAN INFORMATION (SHEET C-01) IS TAKEN FROM TWO TOPOGRAPHIC SURVEYS THAT WERE PREPARED FOR/BY: (1) APRIL 2019. THE PISGAH CONSERVANCY. THIS SURVEY WAS ORIGINALLY ISSUED AND SEALED BY BY MICHAEL A. PFOUTZ SR., LICENSE NUMBER L-4458. (2) APRIL 2023. THE NATIONAL FORESTS IN NORTH CAROLINA (NFsNC). THIS APRIL 2023. THE NATIONAL FORESTS IN NORTH CAROLINA (NFsNC). THIS SURVEY WAS ISSUED AND SEALED BY JOHN WESLEY COLE, LICENSE NUMBER L-4561.
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SURVEY NOTES:
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1) TOPOGRAPHICAL SURVEYS DONE IN APRIL 2019 AND APRIL 2023. ELEVATION SHOTS SHOWN ARE A COMBINATION OF SURVEY GROUND SHOTS AND LIDAR ELEVATIONS TAKEN FROM NCFLOODMAPS.COM. DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND UNLESS NOTED OTHERWISE. 2) EXTENT OF TOPOGRAPHICAL SURVEY BOUNDARY ESTABLISHED BY U.S. FOREST SERVICE. 3) THE TOPOGRAPHICAL SURVEY DRAWING WAS PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH. THUS THIS PROPERTY IS SUBJECT TO ALL RIGHT-OF-WAYS; COVENANTS; EASEMENTS; AND RESTRICTIONS OF RECORD BOTH SHOWN AND NOT SHOWN. 4) NO UNDERGROUND UTILITIES WERE MARKED OR LOCATED FOR THE SURVEY. ABOVE GROUND UTILITIES WERE LOCATED WITHIN THE STIPULATED TOPOGRAPHICAL BOUNDARY. A WATER LINE UTILITY LAYOUT PLAN (PDF FORMAT) WAS PROVIDED FOR BACKGROUND INFORMATION AS AN AID IN PROVIDING GENERAL LOCATION INFORMATION FOR UNDERGROUND UTILITIES. 5) THERE IS NO RECOVERABLE NCGS MONUMENT WITHIN 2000' OF THIS PROPERTY 6) PORTIONS OF THIS PROPERTY ARE LOCATED IN FLOOD HAZARD AREAS AS SHOWN ON FIRM MAP 3700858700J, EFFECTIVE DATE OF 10/02/2009. FLOODZONE AREAS SHOWN HEREON AND ANY FLOOD INFORMATION SHOWN WERE IMPORTED FROM THE FRIS (FLOOD RISK INFORMATION SYSTEM) FROM NCFLOODMAPS.COM 7) HORIZONTAL POSITION AND VERTICAL ELEVATION INFORMATION SHOWN ARE BASED ON RTN/GPS SURVEYS DONE ON MARCH 21st AND 23rd, 2019 AND APRIL, 2023. CONTOURS ARE SHOWN AT 1 FOOT INTERVALS. 8) SURVEY CONTROL POINTS ARE " REBAR 30" LONG WITH ALUMINUM SURVEY CAPS SET AT 58" REBAR 30" LONG WITH ALUMINUM SURVEY CAPS SET AT GRADE AS SHOWN. THERE ARE 6 CONTROL POINTS SET WITH THE POSITIONS OF THOSE REBAR APPROVED BY DAVE CASEY DISTRICT RANGER ON MAY 01, 2019 AND WERE SET THE SAME DAY.
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5) CONTRACTOR TO SUBMIT AN EROSION & SEDIMENT CONTROL PLAN. SILT FENCES & STRAW WATTLES SHALL BE PRIMARY METHOD OF EROSION CONTROL AND SHALL BE INSTALLED ACCORDING TO SECTION 157 FP-14 & FSSS. 6) CONTROL AND PROTECT PUBLIC TRAFFIC ACCORDING TO . FP-14 & FSSS. 7) DEVELOP AND MAINTAIN A TRAFFIC CONTROL PLAN ACCORDING TO SECTION FP-14 & FSSS. 8) HERBICIDE TREATMENT: AFTER CLEARING AND GRUBBING PARKING LOT ISLANDS, APPLY HERBICIDE, PLACE AGGREGATE (EXCESS ABC MIXTURE FROM REGRADING ACTIVITIES ), RE-APPLY HERBICIDE AT SURFACE, AND COMPACT. HERBICIDE TREATMENT = 5% MIX OF GLYPHOSATE WITH SURFACTANT TO PREVENT WEEDS GROWING THROUGH AGGREGATE. USE 'ALLIGARE GLYPHOSATE 4 PLUS' OR EQUAL. 9) THE WORK OF CLEARING, GRUBBING, GRADING, AND SURFACING FOR ALL OF THE PROPOSED PEDESTRIAN PATHS, AND RE-SURFACING OF THE EXISTING PEDESTRIAN PATHS/TRAILS IS INCIDENTAL TO AND INCLUDED IN THE BID SCHEDULE LINE ITEMS 201.01, 204.01 AND 204.02 10) MOST OF THE EXISTING LOT IS AT THE PROPOSED GRADE AND REQUIRES SCARIFYING, ADDITIONAL ABC BASE COURSE TO ACHIEVE MINIMUM 6 INCHES COMPACTED BASE IN PREPARATION FOR ASPHALT PAVING. SCARIFY EXISTING ABC TO A MIN. DEPTH OF 3" AND/OR TO THE BOTTOM OF ANY EXISTING POT-HOLES (IF DEEPER THAN 3"). A PORTION OF THE EXISTING LOT REQUIRES RE-GRADING (CUT AND FILL) TO PROVIDE PROPER SLOPES FOR THE ACCESSIBLE PARKING AND TRAILHEAD AREA. THE EXCESS ABC CUT IN GRADING OPERATIONS SHALL NOT BE USED TO RE-CONSTRUCT THE THE 6-INCH AGGREGATE BASE COURSE (DRIVE AISLE & PARKING BAYS). NEW, IMPORTED ABC SHALL BE USED TO RE-CONSTRUCT THE PARKING LOT AGGREGATE BASE COURSE WITH A MINIMUM OF 6 INCHES COMPACTED ABC BASE IN PREPARATION FOR ASPHALT PAVING. THE EXCESS GRAVEL FROM GRADING OPERATIONS SHALL BE USED TO FILL PARKING LOT ISLANDS AND CONSTRUCT PEDESTRIAN PATHWAYS ALONG THE PERIMETER OF PARKING LOT, AS SHOWN ON DRAWINGS.
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SYMBOL LEGEND:
CONTROL POINT (CP)
SPOT ELEVATION
DECIDUOUS TREE (SIZE AND TYPE AS NOTED)
CONIFEROUS TREE (SIZE AND TYPE AS NOTED)
ABBREVIATIONS:
NTS...NOT TO SCALE
DB...DEED BOOK
PB...PLAT BOOK
PG...PAGE
PIN...PARCEL IDENTIFICATION NUMBER
NAD...NORTH AMERICAN DATUM
NAVD...NORTH AMERICAN VERTICAL DATUM
NSRS...NATIONAL SPATIAL REFERENCE SYSTEM
POP...POPLAR
BIR...BIRCH
WP...WHITE PINE
HEM...HEMLOCK
HP...HIGH POINT
LINE LEGEND:
C/L STORM DITCH
FEMA FLOODLINE
INDEX CONTOUR LINE
INTERIM CONTOUR LINE
STORM DRAIN (SIZE & TYPE NOTED)
INV.: 2160.4'
INV.: 2159.5'
INV.: 2160.8'
INV.: 2159.3'
INV.: 2161.4'
INV.: 2162.1'
INV.: 2166.7'
INV.: 2166.7'
INV.: 2157.2'
12"BIR.
12"BIR.
12"BIR.
13"BIR.
13"BIR.
13"BIR.
12"BIR.
12"POP.
12"POP.
17"POP.
18"HEM.
12"POP.
12"POP.
17"W.P.
24"POP.
31"POP.
17"W.P.
2161.1'
2162.6'
2158.4'
2158.2'
2158.3' 2166.4'
2164.7'2164.4'
2162.7'
2161.8'
2161.3'
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2163.5'
2164.2'
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GRAVEL LOT
GRAVEL LOT
RIP RAP
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UNITED STATES FOREST SERVICE
PIN:9999-99-0030
UNITED STATES FOREST SERVICE
PIN:9999-99-0030
CP #7 - 6
0D NAIL
N: 579192.69'
E: 888781.33'
ELEV.: 2158.70'
CP #8 - 6
0D NAIL
N: 579362.61'
E: 888802.02'
ELEV.: 2161.85'
CP #3 - 3
/4" REBAR W/ ALUM. CAP
N: 579469.44' NAD 83/11
E: 888497.53' NAD 83/11
ELEV.: 2166.38' NAVD 88
CP #1 - 3
/4" REBAR W/ ALUM. CAP
N: 579184.75' NAD 83/11
E: 888403.18' NAD 83/11
ELEV.: 2160.56' NAVD 88
CP #2 - 3
/4" REBAR W/ ALUM. CAP
N: 579311.98' NAD 83/11
E: 888433.30' NAD 83/11
ELEV.: 2160.84' NAVD 88
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DITCH
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M P
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GRAVEL
GRAVEL
GRAVEL
G R A V
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2168.2'
2159.1'
2158.5'
2162.0' 2159.8'
2163.1'
2158.0'
2157.4'
2158.4'
HP: 2168.5'
2167.4' 2168.2'
2167.6'
HP: 2162.0'
2161.3' 2160.9'
2162 2161
2162.9'
2160.6'
2160.4'
2158.6'
2162.1'
2162.0'
2162.2'
2161.9'
2157.4'
THIS DOCUMENT ORIGINALLY ISSUED
AND SEALED BY JOHN WESLEY COLE,
P.L.S., L-4561, ON 4-19-23. THIS
MEDIUM SHALL NOT BE CONSIDERED A
CERTIFIED DOCUMENT.
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/4 /24
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.04 .03
.D W
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(R08)
SOUTHERN REGION
BLACK MOUNTAIN
TRAILHEAD
IMPROVEMENTS
NATIONAL FORESTS
IN NORTH CAROLINA
PISGAH RANGER DISTRICT
EXISTING SITE PLAN
02/07/2024
K. MOORE
K. MOORE
C-01
Feet
0 40 80
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INV.: 2160.4'
INV.: 2159.5'
INV.: 2160.8'
INV.: 2159.3'
INV.: 2161.4'
INV.: 2162.1'
INV.: 2166.7'
INV.: 2166.7'
INV.: 2157.2'
12"BIR.
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12"BIR.
12"POP.
12"POP.
17"POP.
12"POP.
12"POP.
17"W.P.
24"POP.
31"POP.
17"W.P.
2161.1'
2162.6'
2158.4'
2158.2'
2158.3'
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2162.7'
2161.8'
2161.26'
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2159.1'
2158.5'
2162.0' 2159.8'
2163.1'
2158.0'
2157.4'
2158.4'
HP: 2168.5'
2167.4' 2168.2'
2167.6'
HP: 2162.0'
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DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/4 /24
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.04 .03
.D W
G;
(R08)
SOUTHERN REGION
BLACK MOUNTAIN
TRAILHEAD
IMPROVEMENTS
NATIONAL FORESTS
IN NORTH CAROLINA
PISGAH RANGER DISTRICT
GRADING SITE PLAN
03/19/2024
K. MOORE
K. MOORE
C-02
Feet
0 40 80
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18" HEMLOCK (PROTECT)
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HEMLOCK (PROTECT)
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LEGEND
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EXIST. CONTOUR
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PROPOSED CONTOUR
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EXIST. SPOT ELEV.
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PROPOSED SPOT. ELEV.
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EXIST. GRAVEL LIMITS
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APPROX. QTIES
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EXCAVATION
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PLACEMENT / SITE CONSTRUCTION
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IMPORTED ABC
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CLEAR / GRUB
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0.14 AC
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230 CY
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230 CY
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500 TON
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ASPHALT SURF. AREA
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24,000 SQ. FT.
AutoCAD SHX Text NOTE 1: USE EXCESS ABC STONE FROM GRADING OPERATIONS TO FILL AND LEVEL PARKING LOT ISLANDS, GRAVEL PATHS, ETC. PRIOR TO PLACEMENT OF ABC, CLEAR, GRUB, AND APPLY HERBICIDE TO PLIs. SEE NOTE 8., SHEET G-02.
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Point Northing Easting Elev. Description CONTROL PT1 579184.75 888403.18 2160.56 5/8" REBAR w/Alum Cap @G CONTROL PT2 579311.98 888433.30 2160.84 5/8" REBAR w/Alum Cap @G CONTROL PT3 579469.44 888497.53 2166.38 5/8" REBAR w/Alum Cap @G CONTROL PT4 578986.58 888921.92 2156.82 5/8" REBAR w/Alum Cap @G CONTROL PT5 579124.13 888952.47 2156.76 5/8" REBAR w/Alum Cap @G CONTROL PT6 579284.59 888988.66 2160.78 5/8" REBAR w/Alum Cap @G
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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
4/4 /24
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.04 .03
.D W
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(R08)
SOUTHERN REGION
BLACK MOUNTAIN
TRAILHEAD
IMPROVEMENTS
NATIONAL FORESTS
IN NORTH CAROLINA
PISGAH RANGER DISTRICT
PARKING LAYOUT
PLAN
03/19/2024
K. MOORE
K. MOORE
C-03
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0 40 80
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AutoCAD SHX Text CONTROL POINT-1 N:579184.75' E:888403.18' Elev=2160.56'
AutoCAD SHX Text CONTROL POINT-2 N:579311.98' E:888433.30' Elev=2160.84'
AutoCAD SHX Text CONTROL POINT-3 N:579469.44' E:888497.53' Elev=2166.38'
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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
4/4 /24
:0
8 K
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.04 .03
.D W
G;
(R08)
SOUTHERN REGION
BLACK MOUNTAIN
TRAILHEAD
IMPROVEMENTS
NATIONAL FORESTS
IN NORTH CAROLINA
PISGAH RANGER DISTRICT
PAVING -SURFACING
PLAN
03/19/2024
K. MOORE
K. MOORE
C-04
Feet
0 40 80
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AutoCAD SHX Text CONTROL POINT-6 N:579284.59' E:888988.66' Elev=2160.78'
AutoCAD SHX Text CONTROL POINT-1 N:579184.75' E:888403.18' Elev=2160.56'
AutoCAD SHX Text CONTROL POINT-3 N:579469.44' E:888497.53' Elev=2166.38'
AutoCAD SHX Text CONTROL POINT-5 N:579124.13' E:888952.47' Elev=2156.76'
AutoCAD SHX Text
PROPOSED ASPHALT
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PROPOSED TRAIL & TRAIL-HEAD AGGREGATE SURFACING
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LEGEND
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NAME
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AS SHOWN
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QUANTITY
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RESERVED PARKING (ACCESSIBLE)
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SLOW -PEDESTRIAN CROSSINGS
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AS SHOWN
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ONE WAY
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STOP
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AutoCAD SHX Text CONTROL POINT-2 N:579311.98' E:888433.30' Elev=2160.84'
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16" HEMLOCK
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PROJECT NAME
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AutoCAD SHX Text NOTES: A. DRIVE AISLE & PARKING AREAS: 6 INCHES MIN. COMPACTED NCDOT-ABC AGGREGATE BASE COURSE, 2 INCHES:ASPHALT BINDER COURSE, AND 1.5 INCHES: ASPHALT SURFACE COURSE. B. PARKING LOT ISLANDS (PLIs) & PROPOSED PERIMETER PATHS SHALL BE CONSTRUCTED WITH 'USED' ABC FROM GRADING OPERATIONS. TREAT PLIs WITH HERBICIDE (SEE NOTE SHEET G-02). C. TRAILHEAD SHALL BE SURFACED WITH 2 INCHES TRAIL AGGREGATE, COMPACTED. D. SEED AND MULCH ALL UNSURFACED DISTURBED AREAS INCLUDING DITCHES & SLOPES.
AutoCAD SHX Text
PARKING SPACES
5+00.00
INV.: 2161.4'
INV.: 2162.1'
INV.: 2166.7'
INV.: 2166.7'
12"BIR.
12"BIR.
12"BIR.
13"BIR.
13"BIR.
13"BIR.
12"BIR.
12"POP.
12"POP.
17"POP.
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12"POP.
17"W.P.
24"POP.
31"POP.
17"W.P.
2158.4'
2158.2'
2158.3'
2166.4'
2164.7'
2164.4'
2161.1'
2164.2'
2165.5'
2163.1'
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2163.8'
RIP RAP
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2157.4'
HP: 2168.5'
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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
4/4 /24
:0
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.04 .03
.D W
G;
(R08)
SOUTHERN REGION
BLACK MOUNTAIN
TRAILHEAD
IMPROVEMENTS
NATIONAL FORESTS
IN NORTH CAROLINA
PISGAH RANGER DISTRICT
DRIVEWAY
CENTERLINE PROFILE
03/19/2024
K. MOORE
K. MOORE
C-05
Feet
0 40 80
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AutoCAD SHX Text 7+60
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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
4/4 /24
:0
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.04 .03
.D W
G;
(R08)
SOUTHERN REGION
BLACK MOUTAIN
TRAILHEAD
IMPROVEMENTS
NATIONAL FORESTS
IN NORTH CAROLINA
PISGAH RANGER DISTRICT
GENERAL DETAILS
03/19/2024
K. MOORE
K. MOORE
G-03
AutoCAD SHX Text NOTES: 1. USE CRUSHED AGGREGATE NCDOT APPROVED FOR TRAILHEAD SURFACING, USE CRUSHED AGGREGATE NCDOT APPROVED FOR TRAILHEAD SURFACING, USE CRUSHED AGGREGATE NCDOT APPROVED FOR TRAILHEAD SURFACING, CONSTRUCT ACCORDING TO FP-14, FSSS AND SCHEDULE OF ITEMS.
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SUBGRADE
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TRAILHEAD SECTION
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EXISTING AGGREGATE AND/OR SOIL BASE COURSE
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COMPACTED TRAILHEAD SURFACE AGGREGATE
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ASPHALT LAYER
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CRUSHED AGGREGATE LAYER
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SUBGRADE
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PAVEMENT TO GRAVEL TRANSITION
AutoCAD SHX Text PLASTIC WHEEL STOP - BLUE COLOR (HC) WHITE COLOR (NON-HC) MODLE NO. H-2309 w/ h-2310 ASPHALT HARDWARD KIT AS SUPPLIED BY ULINE 1-800-295-5510 OR APPROVED EQUAL
AutoCAD SHX Text NOTES: 1. ASPHALT LAYER: USE NCDOT APPROVED SUPERPAVE ASPHALT CONCRETE MIX BINDER COURSE = 2", SURFACE COURSE= 1.5". MIN. DESITY REQUIREMENT=92% OF GMM 2. AGGREGATE BASE COURSE: USE NCDOT APPROVED ABC. COMPACTED DEPTH = 6" MIN. 3. PARKING LOT: SCARIFY EXISTING ABC SURFACING AND MIX WITH "NEW", PARKING LOT: SCARIFY EXISTING ABC SURFACING AND MIX WITH "NEW", IMPORTED ABC STONE TO ACHIEVE SPECIFIED DEPTH AND COMPACTION. 4. FOR RE-GRADED PARKING AREAS, USE ALL "NEW", IMPORTED ABC STONE FOR AGGREGATE BASE COURSE UNDER ASPHALT SURFACING. THE EXCAVATED, "OLD" ABC STONE SHALL BE USED TO FILL/CONSTRUCT PARKING LOT ISLANDS, GRAVEL PATHS, TRAILHEAD AREA, ETC.. 5.. ALL SURFACING SHALL BE CONSTRUCTED ACCORDING TO FP-14 & FSSS AND SCHEDULE OF ITEMS.
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2" ASPHALT BINDER COURSE
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6" NC-DOT ABC BASE COURSE
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SUBGRADE
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ASPHALT PAVEMENT SECTION
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1.5" ASPHALT SURFACE COURSE
AutoCAD SHX Text NOTES: 1. WHEEL STOP SHALL CENTERED ON PARKING STALL AND SHALL BE MIN.2 FT FROM EDGE OF ASPHALT
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ASPHALT LAYERS
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SUBGRADE
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WHEEL STOP DETAIL
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AGGREGATE LAYER
AutoCAD SHX Text PLASTIC WHEEL STOP - BLUE COLOR (HC) WHITE COLOR (NON-HC) MODLE NO. H-2309 w/ h-2310 ASPHALT HARDWARD KIT AS SUPPLIED BY ULINE 1-800-295-5510 OR APPROVED EQUAL
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United States Department of Agriculture Forest Service
4/4 /24
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.04 .03
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SOUTHERN REGION
BLACK MOUTAIN
TRAILHEAD
IMPROVEMENTS
NATIONAL FORESTS
IN NORTH CAROLINA
PISGAH RANGER DISTRICT
GENERAL DETAILS 2
03/19/2024
K. MOORE
K. MOORE
G-04
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%%UDRAINAGE DITCH SECTION
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TYPICAL ALL DRAINAGE DITCHES
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TRAFFIC BOLLARD DETAIL
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SET BOLLARD IN FRESH CONCREATE
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REMOVE AND DISPOSE OF DUFF AND TOP ORGANIC LAYERS DOWN TO MINERAL SOIL.
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NOTES:
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1. 2. 6-INCH DIAM. SCH. 40 PVC, PAINTED W/ 2 COATS TRAFFIC YELLOW. FILL POST WITH CONCRETE ROUNDED TOP TO DRAIN.
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ROAD SURFACE
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SIGN INSTALLATION TYPICAL
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PERMANENT SEEDING - APRIL 1 - OCT 31
TYPE OF SEED
QUANTITY OF PURE LIVE SEED (LBS/AC)
SWITCHGRASS 4
DEERTONGUE GRASS 3
PURPLE TOP 3
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TEMPORARY & WINTER SEEDING - NOV 1 - MARCH 31
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United States Department of Agriculture Forest Service
4/4 /24
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SOUTHERN REGION
BLACK MOUNTAIN
TRAILHEAD
IMPROVEMENTS
NATIONAL FORESTS
IN NORTH CAROLINA
PISGAH RANGER DISTRICT
SEDIMENT CONTROL
DETAILS
03/19/2024
K. MOORE
K. MOORE
G-05
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TEMPORARY STRAW SILT CHECKS
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TEMPORARY SEDIMENT TRAP SECTION
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FILTER FABRIC MIRAFI 140NL OR EQUAL
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2"X2"X3' STAKES TO BE LEVEL WITH TOP OF BALE
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WOODEN STAKES
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LOOSE ROCK
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FILTER FABRIC MIRAFI 140NL OR EQUAL
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DRAINAGE CHANNEL
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TEMPORARY STRAW SEDIMENT TRAP PLAN VIEW
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DRAINAGE CHANNEL
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ORIGINAL GROUND
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KEY INTO THE GROUND 6" MINIMUM
AutoCAD SHX Text NOTES: 1. SEDIMENT BASIN. SEDIMENT BASIN. A. ALL SEDIMENT BASIN CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER. B. ALL DISTURBED AREAS SHALL BE SEEDED ACCORDING TO APPLICABLE SPECIFICATIONS. C. CLEARING LIMITS SHALL BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION. C. CLEARING LIMITS SHALL BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION. D. MATERIAL FROM EXCAVATION SHALL BE USED TO CONSTRUCT BERM AS SHOWN OR SHALL BE INCORPORATED INTO THE ROAD BED AS APPROVED BY CONTRACTING OFFICER. 2. SILT FENCE. SILT FENCE. A. THE SKIRT TO BE ANCHORED IN A TRENCH 8" DEEP AND 4" WIDE WITH BACKFILL COMPACTED. B. SILT FENCE SHALL BE PREFABRICATED WITH 1- " SQUARE HARDWOOD POSTS, MIRAFI SILT FENCE OR " SQUARE HARDWOOD POSTS, MIRAFI SILT FENCE OR EQUAL. C. INSTALL AS NEEDED FOR EROSION CONTROL OR AS DIRECTED BY THE CONTRACTING OFFICER. 3. TEMPORARY SEDIMENT TRAP. TEMPORARY SEDIMENT TRAP. A. TO BE INSTALLED AT END OF DIVERSION DITCH. B. FILTER FABRIC SHALL BE KEYED INTO GROUND AT A DEPTH OF 8" AND COMPACTED BY HAND TAMPING. C. SEDIMENT TRAPS SHALL BE PLACED PRIOR TO EXCAVATION AND REMOVED AS DIRECTED BY ER. D. USE A MINIMUM OF 4 BALES FOR EACH TRAP. E. LOOSE ROCKS SHALL BE APPROPRIATE SIZE TO RETAIN FABRIC IN PLACE. LOOSE ROCKS SHALL BE APPROPRIATE SIZE TO RETAIN FABRIC IN PLACE. 4. SEDIMENT CONTROL MEASURES TO BE USED AT LOCATIONS REQUIRED BY THE EROSION CONTROL PLAN, SEDIMENT CONTROL MEASURES TO BE USED AT LOCATIONS REQUIRED BY THE EROSION CONTROL PLAN, AS SHOWN ON THESE PLANS, AND/OR AS DIRECTED BY THE CO.
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GROUND LEVEL
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MIRAFI 100X
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SECTION
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ELEVATION
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FLOW
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SILT FENCE DETAILS
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DRAWINGS NOT TO SCALE
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STRAW BALES
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SEDIMENT BASIN PLAN VIEW
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SEDIMENT BASIN SECTION A-A
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BERM
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OUTLET DITCH
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TOE OF SLOPE
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ROCKS
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MIRAFI 100X
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COMPACTED BACKFILL
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BALES TO BUTT TOGETHER
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SECTION
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PLAN
AutoCAD SHX Text EROSION AND SEDIMENT CONTROL: 1. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE INSTALLED PRIOR TO BEGINNING EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE INSTALLED PRIOR TO BEGINNING EARTH DISTURBING ACTIVITIES IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED BY CONTRACTING OFFICER. 2. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14 DAYS AFTER WORK HAS CEASED. 3. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF (1/2) INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED. 4. CONTRACTOR SHALL PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE CONTRACTOR SHALL PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED TO CONTROL SOIL EROSION DURING ROAD CONSTRUCTION. 5. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED SMOOTH AND SHAPED TO DRAIN, AND ALL DISTURBED AREAS SHALL BE CLEANED, GRADED SMOOTH AND SHAPED TO DRAIN, AND SEEDED. 6. SEDIMENT SHALL BE REMOVED FROM BEHIND TEMPORARY SILT FENCING WHEN THE DEPTH OF SEDIMENT SHALL BE REMOVED FROM BEHIND TEMPORARY SILT FENCING WHEN THE DEPTH OF SEDIMENT REACHES 6 INCHES. 7. SEEDING AND MULCHING WILL CONSIST OF TREATING ALL DISTURBED AREAS WHERE EARTH IS SEEDING AND MULCHING WILL CONSIST OF TREATING ALL DISTURBED AREAS WHERE EARTH IS EXPOSED, SEE SUPPLEMENTAL SPECIFICATION 713 - ROADSIDE IMPROVEMENT MATERIAL FOR SEED MIXTURE. 8. ALL TEMPORARY SEDIMENT CONTROL MEASURES AND PRACTICES SHALL BE REMOVED WITHIN ALL TEMPORARY SEDIMENT CONTROL MEASURES AND PRACTICES SHALL BE REMOVED WITHIN TWO (2) MONTHS AFTER THE FOREST SERVICE HAS ACCEPTED THE PROJECT.
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TYPICAL ASPHALT
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
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DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/4 /24
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.04 .03
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(R08)
SOUTHERN REGION
BLACK MOUNTAIN
TRAILHEAD
IMPROVEMENTS
NATIONAL FORESTS
IN NORTH CAROLINA
PISGAH RANGER DISTRICT
ASPHALT DRIVE
SECTION
03/19/2024
K. MOORE
K. MOORE
G-06
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AutoCAD SHX Text GENERAL ASPHALT NOTES 1. Asphalt Tack Coat. Type shall be Emulsified asphalt, CRS-1, tack coat shall be applied after minor asphalt patching is complete. Apply tack coat uniformly at a rate from 0.04 to 0.08 gallons per square yard. The exact rate for each application will be established by the Engineer. 2. Contractor shall have independent testing lab check density at 3 locations along the access road. These locations will be determined by the COR. Density shall be determined in accordance 401-5, 401-6, Density Requirements; method may be AASHTO T-166 or a nuclear density gauge.
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MINIMUM DENSITY REQUIREMENTS
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MIX TYPE
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MINIMUM % OF GMM
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SUPERPAVE MIXES
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3. Any leveling or patching required as a result of negligence by the Contractor shall be repaired with hot asphalt plant mix at no cost to the Forest Serivce and in a manner acceptable to the Engineer.
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%%U TYPICAL ROAD CROSS SECTION
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NTS
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| Sheets and Views |
| BMTI 2024.04.03-P01Cover |
| BMTI 2024.04.03-P02Notes |
| BMTI 2024.04.03-P03Existing |
| BMTI 2024.04.03-P04Grading |
| BMTI 2024.04.03-P05ParkLayout |
| BMTI 2024.04.03-P06Surfacing |
| BMTI 2024.04.03-P07 Profile |
| BMTI 2024.04.03-P08GeneralDet |
| BMTI 2024.04.03-P09GeneralDet 2 |
| BMTI 2024.04.03-P10SedimentControl |
| BMTI 2024.04.03-P11 AsphSect |
File details come from the government source that posted it. Updated .