3. DickyBell_KodakRock_ConstructionPlans.pdf
PDF 8 MB Posted
- Solicitation number
- 12445224R0004
- Issued by
-
Department of Agriculture Forest Service
About this file
This document package includes construction plans and specifications for the Dicky Bell OHV Trail Construction & Kodak Rock OHV Trail Closure project, as well as the corresponding federal contract opportunity solicitation. The project scope involves constructing new sections of the Dicky Bell OHV trail, closing and stabilizing portions of the existing Dicky Bell and Kodak Rock trails, and installing new barricades. Specifically, construction plans detail 1,975 linear feet of new Dicky Bell trail bypass section, 3,840 linear feet of new Dicky Bell trail reroute section, closure of 2,050 linear feet of the existing Dicky Bell trail northern section, and closure and stabilization of the current Kodak Rock trail. The federal contract opportunity solicitation was issued by the US Department of Agriculture Forest Service for this work and includes a pre-bid site visit scheduled for January 25, 2024 at the Uwharrie National Forest Hunt Camp to review the project sites. Any questions from the pre-bid visit must be submitted by January 29, 2024.
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NO. DATEBYREVISION DESCRIPTION
SHEET NO.
DATE: 12/21/2023
N
DICKY BELL OHV TRAIL CONSTRUCTION
KODAK ROCK TRAIL CLOSURE
CONSTRUCTION PLANS FOR
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REGION EIGHT
UWHARRIE NATIONAL FOREST
UWHARRIE RANGER DISTRICT
MONTGOMERY COUNTY, NC
AREA MAP
NORTH CAROLINA INDEX MAP
PROJECT LOCATION
SHEET INDEX
SHEET 1 TITLE
SHEET 2 C-02 PROJECT MAP, SHEET INDEX AND NOTES
SHEET 3 DT-01 TYPICAL SECTIONS AND DETAILS
SHEET 4 DT-02 TYPICAL CULVERT DETAILS
SHEET 8 PP-03 DICKY BELL BYPASS SECTION PLAN AND PROFILE STA 10+00 - STA 15+00
SHEET 9 PP-04 DICKY BELL BYPASS SECTION PLAN AND PROFILE STA 15+00 - STA 18-40
SHEET 10 PP-05 DICKY BELL REROUTE SECTION PLAN AND PROFILE STA 1+00 - STA 5+00
SHEET 11 PP-06 DICKY BELL REROUTE SECTION PLAN AND PROFILE STA 5+00 - STA 10+00
SHEET 7 PP-02 DICKY BELL BYPASS SECTION PLAN AND PROFILE STA 5+00 - STA 10+00
SHEET 6 PP-01 DICKY BELL BYPASS SECTION PLAN AND PROFILE STA 1+00 - STA 5+00
UWHARRIE RANGER
DISTRICT OFFICE
SHEET 12 PP-07 DICKY BELL REROUTE SECTION PLAN AND PROFILE STA 10+00 - STA 15+00
SHEET 13 PP-08 DICKY BELL REROUTE SECTION PLAN AND PROFILE STA 15+00 - STA 20+00
SHEET 14 PP-09 DICKY BELL REROUTE SECTION PLAN AND PROFILE STA 20+00 - STA 25+00
SHEET 15 PP-10 DICKY BELL REROUTE SECTION PLAN AND PROFILE STA 25+00 - STA 30+00
SHEET 16 PP-11 DICKY BELL REROUTE SECTION PLAN AND PROFILE STA 30+00 - STA 35+00
SHEET 17 PP-12 DICKY BELL REROUTE SECTION PLAN AND PROFILE STA 35+00 - STA 38+40
SHEET 18 C-03 DICKY BELL BARRICADE SECTION LAYOUT
SHEET 19 C-04 DICKY BELL CLOSURE SECTION LAYOUT
SHEET 20 DT-04 KODAK ROCK TYPICAL SECTIONS AND DETAILS
SHEET 21 C-05 KODAK ROCK CLOSURE LAYOUT
APPROVED BY:
RECOMMENDED BY:
FOREST SUPERVISOR
NATIONAL FORESTS IN NC
DATE
APPROVED BY:
FOREST ENGINEER
NATIONAL FORESTS IN NC
DATEDISTRICT RANGER
UWHARRIE NATIONAL FOREST
DATE
SHEET 5 DT-03 TYPICAL GUIDERAIL DETAILS
DICKY BELL TRAIL
CONSTRUCTION AND
KODAK ROCK CLOSURE
PROJECT AREA
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
Parcel Line and Curve Table
Line #/Curve #
L54
C38
L52
C37
L50
C36
L48
C35
L46
C34
L44
C33
C32
L41
C31
C30
C29
C28
C27
C26
C25
L33
C24
C23
L30
C22
C21
L27
C20
L25
C19
C18
C17
C16
C15
C14
C13
C12
C11
C10
C9
L13
C8
C7
L10
C6
L8
C5
L6
C4
C3
C2
C1
L1
Length
1.63
18.11
15.79
8.40
35.79
23.65
29.78
16.87
35.63
12.47
25.68
43.55
41.12
96.59
34.57
37.83
30.81
194.65
33.30
30.33
11.76
49.91
72.83
21.91
39.51
29.72
41.59
48.69
17.13
26.02
20.78
65.35
25.14
37.73
70.53
26.09
75.01
10.48
33.73
16.72
31.13
42.85
45.35
40.60
42.36
18.28
5.55
7.14
20.20
12.28
15.34
42.79
14.26
30.27
Bearing/Delta
N65° 46' 19.58"W
20.75
N45° 01' 21.69"W
9.62
N54° 38' 40.65"W
27.10
N27° 32' 47.42"W
19.34
N46° 53' 01.05"W
11.91
N34° 58' 26.41"W
16.64
29.45
N22° 09' 38.18"W
9.90
43.34
35.30
27.88
12.72
21.73
13.48
N12° 03' 15.29"E
52.16
15.69
N48° 31' 27.13"E
34.06
23.83
N58° 45' 02.81"E
32.72
S88° 31' 28.03"E
23.82
46.80
48.01
43.23
20.21
29.90
10.75
12.01
24.16
23.94
44.59
N75° 50' 47.13"E
43.31
11.63
S72° 28' 38.36"E
26.18
S46° 17' 44.23"E
10.23
S56° 31' 32.18"E
14.07
21.98
40.87
20.43
S69° 03' 02.10"E
Radius
50.00
50.00
50.00
50.00
60.00
150.00
80.00
200.00
50.00
50.00
400.00
150.00
80.00
50.00
80.00
80.00
50.00
100.00
30.00
50.00
80.00
30.00
50.00
200.00
50.00
400.00
50.00
80.00
40.00
40.00
60.00
200.00
40.00
40.00
50.00
40.00
60.00
40.00
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
DATE
DATENO.
DRAWING SHEET NO.
REVISION / ISSUE
OF
(R08)
SHEET
SOUTHERN REGION
United States Department of Agriculture Forest Service
DICKY BELL TRAIL
CONSTRUCTION
/16
/23
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UWHARRIE NATIONAL
FOREST
UWHARRIE RANGER
DISTRICT
12/21/2023
C. DAVIS
C. DAVIS
DRAWN
DESIGNER
DRAWING SCALE
H: 1:20 V: 1:10
Feet
0 500 1,000250
1"=500'
1. DICKY BELL TRAIL CONSTRUCTION WILL GENERATE THE FILL MATERIAL NEEDED TO STABILIZE AND CLOSE KODAK ROCK TRAIL. THIS
PROJECT IS DESIGNED TO BALANCE. NO IMPORTED FILL MATERIAL SHOULD BE REQUIRED.
2. CONTRACTOR MAY HAUL CUT/FILL FROM DICKY BELL TRAIL TO KODAK ROCK USING THE ROUTE SHOWN. ALTERNATIVE ROUTES MUST
BE APPROVED BY THE COR.
3. CONTRACTOR MAY IMPROVE ROCKY MOUNTAIN LOOP TRAIL BETWEEN DICKY BELL REROUTE SECTION AND KODAK ROCK TRAIL (HAUL
ROUTE) AS NEEDED TO TRANSPORT MATERIAL. TRAIL SHALL BE RETURNED TO CURRENT LEVEL OF DIFFICULTY FOLLOWING
CONSTRUCTION.
4. FOR THIS PROJECT STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS
AND SPECIAL PROJECT SPECIFICATIONS WILL BE USED, HEREINAFTER REFERRED TO AS FP-14 SPEC.
5. STORAGE OF ALL EQUIPMENT ON SITE WILL BE AT THE CONTRACTOR'S RISK AND AT A LOCATION APPROVED BY THE CONTRACTOR
OFFICER.
6. CONSTRUCTION EQUIPMENT SHALL BE CONFINED TO THE ROADWAY, UNLESS OTHERWISE APPROVED BY THE CONTRACTOR
OFFICER.
7. ALL EXCAVATION IS CONSIDERED TO BE UNCLASSIFIED.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF DAMAGE TO NATIONAL FOREST ROADS DUE TO TRANSPORTATION OF
CONTRACTORS EQUIPMENT AND OR MATERIALS.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR DIVERSION OF WATER DURING CONSTRUCTION AS REQUIRED; CONTRACTOR SHALL
FOLLOW BMP'S TO ENSURE QUALITY
10. EACH CULVERT'S LOCATION, LENGTH AND SKEW SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND APPROVED BY THE
CONTRACTOR OFFICER PRIOR TO ORDERING.
11. TREE CLEARING SPECIFICATIONS:
11.1. NO TREES SHALL BE CUT BETWEEN THE DATES OF APRIL 1 - OCTOBER 15, EXCEPT WHEN SPECIFICALLY APPROVED AND
FLAGGED BY FOREST SERVICE BIOLOGIST.
11.2. ANY PERSONNEL WHO WILL BE CUTTING OR CLEARING TREES SHALL BE TRAINED BY USFS ON SUITABLE TREES FOR HABITAT BY
THE TRI-COLOR BAT.
11.3. CONSTRUCTION SLASH (LOGS, LIMBS, BRUSH, AND ROCKS) SHALL BE DISPOSED OF BY SCATTERING. SEE SUPPLEMENTAL
SPECIFICATIONS FOR ADDITIONAL INFORMATION.
11.4. REMOVE ROOTS THAT PROTRUDE FROM THE BACKSLOPE WITH DIAMETERS GREATER THAN 3".
11.5. (KODAK ROCK ONLY) ALL TREE FELLING SHALL BE DONE BY HAND (NO TOPPLING WITH HEAVY MACHINERY).
12. REMOVE LOOSE ROCK ON THE TRAILBED WITH DIMENSION GREATER THAN 6".
13. WOODY MATERIAL GREATER THAN 2" IN DIAMETER OR LONGER THAN 3' SHALL NOT BE INCORPORATED INTO CONSTRUCTED FILLS.
14. DEPTHS OF MATERIALS SHOWN ON THE PLANS ARE FINAL IN-PLACE COMPACTED DEPTHS.
15. ALL RIP RAP SHALL BE PLACED BY HAND OR MACHINE, NOT SIDE CAST OR END DUMPED.
16. ALL PERMANENT SIGNS SHALL BE SECURED WITH TAMPER-RESISTANT HARDWARE APPROVED BY THE COR.
17. CONTRACTOR SHALL TAKE IMMEDIATE ACTION TO CONTROL EROSION AND PREVENT SEDIMENT MOVEMENT USING SILT FENCE, WATTLES, AND STRAW BALES. ANY DEFICIENCIES IN EROSION CONTROL MEASURES SHALL BE CORRECTED WITHIN TWO DAYS.
18. ALL STAKES AND FLAGGING IN THE FIELD THAT WERE USED FOR PROJECT IMPLEMENTATION SHALL BE GATHERED & REMOVED FROM
FOREST LAND BY THE CONTRACTOR PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. THIS WORK IS CONSIDERED PART OF
MOBILIZATION AND NO SEPARATE PAYMENT WILL BE MADE.
19. TEMPORARY BARRICADES SHALL BE CONSTRUCTED ON EITHER END OF UNCOMPLETED PORTIONS OF TRAIL CONSTRUCTION WHEN
NO CONSTRUCTION ACTIVITIES ARE IN PROGRESS. LOCATIONS AND DESIGN SHALL BE APPROVED BY THE COR PRIOR TO
CONSTRUCTION.
20. ALL WORK SHALL BE PERFORMED BETWEEN DAWN AND DUSK (NO NIGHT WORK).
GENERAL NOTES FOR DICKY BELL TRAIL CONSTRUCTION AND KODAK ROCK CLOSURE:
1. 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 CONTRACTOR OFFICER.
2. 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, UNLESS ACTIVITY IN THAT PORTION OF THE SITE WILL RESUME WITHIN 10 DAYS.
3. 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. SEDIMENT SHALL BE REMOVED FROM BEHIND TEMPORARY SILT FENCING WHEN THE DEPTH OF SEDIMENT REACHES 6 INCHES.
5. ALL DISTURBED AREAS WHERE EARTH IS EXPOSED SHALL BE CLEANED, GRADED SMOOTH, SHAPED TO DRAIN, AND SEEDED.
6. SEE SUPPLEMENTAL SPECIFICATION 713 - "ROADSIDE IMPROVEMENT MATERIAL" FOR SEED & FERTILIZER MIXTURE. WHEN SECTION
625 IS NOT INCLUDED IN THE BID SCHEDULE, SEEDING IS CONSIDERED INCIDENTAL TO OTHER WORK AND THERE WILL BE NO
SEPARATE PAYMENT. REPAIR SEEDING IF INITIAL SEEDING DOES NOT ESTABLISH SATISFACTORY COVER TO CONTROL EROSION, REPAIR WASHES, PREPARE SOIL, SEED AND MULCH AS BEFORE.
7. ALL TEMPORARY SEDIMENT CONTROL MEASURES AND PRACTICES SHALL BE REMOVED WITHIN TWO (2) MONTHS AFTER THE
FOREST SERVICE HAS ACCEPTED THE PROJECT.
EROSION CONTROL NOTES:
PROJECT MAP AND SHEET INDEX
INSTALL AND RECONSTRUCT BARRICADES
"BARRICADE SECTION"
SHEET 18
NEW TRAIL CONSTRUCTION
"REROUTE SECTION"
SHEETS 10-17
NEW TRAIL CONSTRUCTION
"BYPASS SECTION"
SHEETS 6-9
PROJECT MAP,
SHEET INDEX
AND NOTES
C-02
N/A N/A
AND
KODAK ROCK TRAIL
CLOSURE
SLASH IN AND STABILIZE PORTIONS OF
EXISTING KODAK ROCK TRAIL
SHEETS 20-21
SLASH IN AND STABILIZE PORTIONS OF
EXISTING TRAIL
"CLOSURE SECTION"
SHEET 19
DICKY BELL TO KODAK
ROCK HAUL ROUTE
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
DATE
DATENO.
DRAWING SHEET NO.
REVISION / ISSUE
OF
(R08)
SHEET
SOUTHERN REGION
United States Department of Agriculture Forest Service
DICKY BELL TRAIL
CONSTRUCTION
/16
/23
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UWHARRIE NATIONAL
FOREST
UWHARRIE RANGER
DISTRICT
12/21/2023
C. DAVIS
C. DAVIS
DRAWN
DESIGNER
DRAWING SCALE
H: 1:20 V: 1:10
EG (TYP.)
15' TRAIL
WIDTH
TYPICAL TRAIL SECTION
CUT SLOPE
VARIES 0' - 6'
FILL
SLOPE
VARIES
0' - 3'
FILL
SLOPE
VARIES
0' - 20
H
V
C
U
T
C
O
N
D
I
T
I
O
N
CUT SLOPE
VARIES 0' - 20'
TYPICAL 25' TURNOUT - PLAN
25'
8'
TRAIL CENTERLINE
TRAIL EDGE
6'
NTS
NOTE: TURNOUTS WHICH
DEVIATE FROM THE STANDARD
DIMENSIONS SHOWN HERE ARE
SPECIFIED AND DIMENSIONED IN
THE PLANS.
5'
CLEARING
LIMITS
5'
CLEARING
LIMITS
1 .5" x 1.5" WOOD STAKE @ 8' O.C.
18"
MAX
MIRAFI 100X
GROUND LEVEL
8"
MIRAFI 100X
COMPACTED BACKFILL
SILT FENCE AT TOE OF SLOPE
(TYP.)
F L O
W
A(ft) B(ft) R(ft)
GRADE
ROLLING DRAIN DIP DIMENSION TABLE
LENGTH TAPER ROUNDING
6-9
10-16
30 50
30 60
ROLLING DRAIN DIP NOTES:
1. CROSS SLOPE OF THE LOW POINT DRAINLINE SHALL
BE 5%.
2. SKEW OF DRAINLINE SHALL BE 0-25 DEGREES.
3. TAPER LENGTHS SHALL BE WITHIN 10% OF LISTED
LENGTHS.
B A B
R
DRAIN DIP
PROFILE
EXISTING ROAD PROFILE
6" MIN
R
ROLLING DRAIN DIP DETAIL
NTS
SILT FENCE DETAIL - ELEVATION
NTS
SILT FENCE DETAIL - SECTION
NTS
TURNOUT CROSS SLOPE
SAME AS TRAIL.
8' 8'
EG (TYP.)
SILT FENCE NOTE: INSTALL SILT FENCE IN SHORT SECTIONS (<50 ft), WITH RETURNS
PROJECTING UPSLOPE TO MINIMIZE THE CONCENTRATION OF FLOWS.
4"
O U
TS
LO
P E
T O
D O
W N
H
IL
L S
ID
E
H
V
F
I
L
N
D
I
T
I
O
N
H
V
F
I
N
D
C
U
T
C
O
N
D
FILL SLOPE UNDERCUT AND BENCHING DETAIL
NTS
15' TRAIL
WIDTH
10'
10'
H
V
H
V
H
V
EG (TYP.)
PLACE FILL MATERIAL IN 6"-12" LIFTS
(COMPACTED).
BYPASS SECTION: STA 3+50 - STA 13+50
FILL SLOPE
VARIES 7' - 31'
DT-01
N/A N/A
TYPICAL DETAILS
TYPICAL CULVERT
DETAILS
DT-02
12" MIN COVER
ROAD SURFACE
OUTLINE OF RIPRAP SEE
DETAIL THIS SHEET
H
V
EG
EG (TYP.)
2' INLET
BASIN
VARIES
20'
MAX
18"
18"
VARIES
20'
MAX
TYPE A CULVERT WITH RIP-RAP - PROFILE
NTS
18"
RIP RAP
CLASS I
RIP RAP
CLASS I
2' INLET
BASIN
VARIES
20' MAX
1H:1.5V FLAT
2:1
15°
VARIES
20' MAX
2D 2D
TYPE A CULVERT WITH RIP-RAP - PLAN
NTS
2'
FILL SLOPE 2'
TYPE B CULVERT INLET & OUTLET PROTECTION - PROFILE
NTS
12" MIN
COVER
ROAD SURFACE
OUTLINE OF RIPRAP SEE
DETAIL THIS SHEET
EG (TYP.)
6' MIN
6' MIN
18"
RIP RAP
CLASS I
2'
15°
18"
TYPICAL CULVERT SECTION
NTS
4" MIN
D
D D D
BEDDING PER FP-14, 209
12"
MIN
COVER
BACKFILL
CULVERT NOTES:
1. BACK FILL ALL CULVERTS WITH SUITABLE MATERIAL
APPROVED BY THE CONTRACTING OFFICER. PLACE IN
6-INCH LAYERS, USING COMPACTION METHOD B, IN
ACCORDANCE WITH FP-14, 209 STRUCTURE EXCAVATION
AND BACKFILL. WHEN SUITABLE MATERIAL CANNOT BE
OBTAINED ABC STONE SHALL BE USED AS BACKFILL.
2. ALL EXCAVATION AND TRENCHING OPERATIONS SHALL
CONFORM TO OSHA REQUIREMENTS.
3. DO NOT OPERATED ANY HEAVY EQUIPMENT OVER ANY
CULVERT UNTIL IT HAS BEEN PROPERLY BACK FILLED
WITH A MINIMUM OF 1-FOOT COVER.
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
DATE
DATENO.
DRAWING SHEET NO.
REVISION / ISSUE
OF
(R08)
SHEET
SOUTHERN REGION
United States Department of Agriculture Forest Service
DICKY BELL TRAIL
CONSTRUCTION
/16
/23
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UWHARRIE NATIONAL
FOREST
UWHARRIE RANGER
DISTRICT
12/21/2023
C. DAVIS
C. DAVIS
DRAWN
DESIGNER
DRAWING SCALE
H: 1:20 V: 1:10
H
V
H
V
1H:1.5V
1H:1.5V
H
V N/A N/A
M
IN
S L O
P E
M
IN
S L O
P E
POSTS SHALL BE INSTALLED AT A HEIGHT OF 48".
THE MAXIMUM HEIGHT OF THE POSTS SHALL BE54". THE MINIMUM HEIGHT OF RAIL BETWEEN POSTS SHALL BE 42".
INTERMEDIATE POSTS SHALL BE INSTALLED WHERE NECESSARY TO KEEP RAIL HEIGHT WITHIN THESE LIMITS.
GUIDERAIL HEIGHTS:
10'
EXISTING
GROUND
54" MAX
INTERMEDIATE
POST
INTERMEDIATE
POST
x
P
O S
T
INTERMEDIATE POST DETAIL
NTS
42" MIN
48"
15' x
I B
E A
M
P
O S
T
42"
48"
TYPICAL GUIDERAIL PROFILE
NTS
3/8", 7x19 PVC COATED GALVANIZED
STEEL CABLE, ORANGE COLOR TAUGHT
20"
20"
8"
10'
12' TRAIL
TYPICAL GUIDERAIL SECTION
NTS
6"x4"x8' I-BEAM POST
1/2" DIA. DRILLED HOLE. GALVANIZE
ALL EXPOSED AREAS.
CABLE END CONNECTION DETAIL
NTS
FLANGE
JAW AND STUB TURNBUCKLE,
MIN 3 TON RATED
(2) U-BOLTS
8"
MIN 2', MAX 5'
FROM TRAIL EDGE OR TOP/TOE OF
SLOPE
ALL HARDWARE SHALL BE HOT DIPPED GALVANIZED
3/8" GALVANIZED STEEL
CABLE, TAUGHT
4" x 6" GUIDERAIL POSTS AND 3/8" CABLE WILL BE FURNISHED BY THE GOVERNMENT. DELIVERY
TIME AND LOCATION WILL BE COORDINATED BETWEEN COR AND CONTRACTOR. CONTRACTOR WILL
BE RESPONSIBLE FOR FURNISHING ALL ADDITIONAL LABOR AND MATERIALS.
NOTE!
x
I B
E A
M
P
O S
T
1'
INSTALL BREAK IN GUIDE RAIL AT 200 FT INTERVALS ALONG LONG STRETCHES OF BARRICADE. WHERE INSTALLING BREAK WOULD RESULT IN
A LENGTH LESS THAN 50 FT, OMIT BREAK AND LEAVE CONTINUOUS UNTIL END (MAX 250' LENGTH AT ENDS).
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
DATE
DATENO.
DRAWING SHEET NO.
REVISION / ISSUE
OF
(R08)
SHEET
SOUTHERN REGION
United States Department of Agriculture Forest Service
DICKY BELL TRAIL
CONSTRUCTION
/16
/23
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G;
UWHARRIE NATIONAL
FOREST
UWHARRIE RANGER
DISTRICT
12/21/2023
C. DAVIS
C. DAVIS
DRAWN
DESIGNER
DRAWING SCALE
H: 1:20 V: 1:10
TYPICAL CULVERT
DETAILS
DT-03
N/A N/A
200' MAX CONTINUOUS
LENGTH
6"x4"x8' I-BEAM POST
HAMMERED INTO GROUND
THREADED EYE-BOLT
T O
T O
T
O
-2.00%
-4 .2
-4 .9
.5
2.5 0%
S T
A
B
E G
I N
D
I C
K Y
B E
L L B
Y P
A S
S
E
PVI STA: 2+65
LVC: 30'
B V
C
S
T A
E V
C
S
T A
PVI STA: 3+65
LVC: 30'
B V
C
S
T A
E V
C
S
T A
PVI STA: 5+05
LVC: 30'
B V
C
S
T A
E V
C
S
T A
PVI STA: 1+35
LVC: 50'
B V
C
S
T A
E V
C
S
T A
PVI STA: 2+15
LVC: 30'
B V
C
S
T A
E V
C
S
T A
PVI STA: 3+25
LVC: 30'
B V
C
S
T A
E V
C
S
T A
PVI STA: 4+55
LVC: 30'
B V
C
S
T A
E V
C
S
T A
H
S
A
E
V
A
E
V
A
E
V
A
E
V
A
E
V
A
E
V
A
E
V
1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
DATE
DATENO.
DRAWING SHEET NO.
REVISION / ISSUE
OF
(R08)
SHEET
SOUTHERN REGION
United States Department of Agriculture Forest Service
DICKY BELL TRAIL
CONSTRUCTION
/21
/23
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\D W
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9-
BY
PA
SS
-P P1
-P P4
.D W
G;
UWHARRIE NATIONAL
FOREST
UWHARRIE RANGER
DISTRICT
12/21/2023
C. DAVIS
C. DAVIS
DRAWN
DESIGNER
DRAWING SCALE
H: 1:20 V: 1:10
PG ELEV
CONSTRUCTION NOTES:
CONSTRUCT 25 FT VEHICLE TURNOUT
BYPASS SECTION
PLAN AND PROFILE
STA 1+00 - STA 5+00
PP-01
EXISTING DICKY BELL TRAIL
C/L AND PULL-OFF
M A
T C
H L
I N
E
S
S E
E
S
H E
Feet
0 40 8020
1"=20'
UNVERCUT AND BENCH FILL SLOPE PER SECTION SHEET DT-01
STA 3+50 - STA 13+50
-4 .5
.0
-3 .5
PVI STA: 5+05
LVC: 30'
B V
C
S
T A
E V
C
S
T A
PVI STA: 5+45
LVC: 20'
B V
C
S
T A
E V
C
S
T A
PVI STA: 7+35
LVC: 50'
B V
C
S
T A
E V
C
S
T A
PVI STA: 8+75
LVC: 20'
B V
C
S
T A
E V
C
S
T A
PVI STA: 10+00
LVC: 20'
B V
C
S
T A
E V
C
S
T A
PVI STA: 6+75
LVC: 50'
B V
C
S
T A
E V
C
S
T A
PVI STA: 8+35
LVC: 20'
B V
C
S
T A
E V
C
S
T A
PVI STA: 9+65
LVC: 20'
B V
C
S
T A
E V
C
S
T A
A
E
V
A
E
V
A
E
V
A
E
V
A
E
V
A
E
V
A
E
V
T
O
T O
T
O
5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
R
O L L I N
G
D
I P
R
O L L I N
G
D
I P
R
O L L I N
G
D
I P
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
DATE
DATENO.
DRAWING SHEET NO.
REVISION / ISSUE
OF
(R08)
SHEET
SOUTHERN REGION
United States Department of Agriculture Forest Service
DICKY BELL TRAIL
CONSTRUCTION
/21
/23
:0 1 C
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\20
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BE
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\D W
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-0
9-
BY
PA
SS
-P P1
-P P4
.D W
G;
UWHARRIE NATIONAL
FOREST
UWHARRIE RANGER
DISTRICT
12/21/2023
C. DAVIS
C. DAVIS
DRAWN
DESIGNER
DRAWING SCALE
H: 1:20 V: 1:10
PG ELEV
Feet
0 40 8020
1"=20'
PP-02
CONSTRUCTION NOTES:
CONSTRUCT 25 FT VEHICLE TURNOUT
BYPASS SECTION
PLAN AND PROFILE
STA 5+00 - STA 10+00
M
A
T
C
H
L
I
S
E
PLACE 4" OF COARSE AGGREGATE, NCDOT
STD SIZE #4 (RAILROAD BALLAST), FROM
STA 7+25 - 7+80 AS SHOWN.
M
A
T
C
H
L
I
S
E
.0
.5
-3 .3
PVI STA: 10+00
LVC: 20'
B V
C
S
T A
E V
C
S
T A
PVI STA: 11+05
LVC: 20'
B V
C
S
T A
E V
C
S
T A
PVI STA: 12+65
LVC: 20'
B V
C
S
T A
E V
C
S
T A
PVI STA: 10+65
LVC: 20'
B V
C
S
T A
E V
C
S
T A
PVI STA: 12+15
LVC: 20'
B V
C
S
T A
E V
C
S
T A
A
E
V
A
E
V
A
E
V
A
E
V
A
E
V
T
O
T O
T
O
T
O
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
R
O L L I N
G
D
I P
R
O L L I N
G
D
I P
R
O L L I N
G
D
I P
R
O L L I N
G
D
I P
B V
C
S
T A
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
DATE
DATENO.
DRAWING SHEET NO.
REVISION / ISSUE
OF
(R08)
SHEET
SOUTHERN REGION
United States Department of Agriculture Forest Service
DICKY BELL TRAIL
CONSTRUCTION
/21
/23
:0 1 C
AL
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DA
VI
S C:
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\IN
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\23
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JE
CT
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UW
HA
RR
IE
\20
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IC
KY
BE
LL
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KC
LO
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\D W
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9-
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-P P1
-P P4
.D W
G;
UWHARRIE NATIONAL
FOREST
UWHARRIE RANGER
DISTRICT
12/21/2023
C. DAVIS
C. DAVIS
DRAWN
DESIGNER
DRAWING SCALE
H: 1:20 V: 1:10
PG ELEV
PP-03
CONSTRUCTION NOTES:
CONSTRUCT 25 FT VEHICLE TURNOUT
Feet
0 40 8020
1"=20'
BYPASS SECTION
PLAN AND PROFILE
STA 10+00 - STA 15+00
M
A
T
C
H
L
I
S
E
M
A
T
C
H
L
I
S
E
700700
-2.50%
.0
%6
PVI STA: 18+65
LVC: 30'
B V
C
S
T A
E V
C
S
T A
PVI STA: 16+80
LVC: 50'
B V
C
S
T A
E V
C
S
T A
PVI STA: 17+75
LVC: 20'
B V
C
S
T A
E V
C
S
T A
PVI STA: 19+35
LVC: 30'
B V
C
S
T A
E V
C
S
T A
PVI STA: 15+40
LVC: 100'
B V
C
S
T A
E V
C
S
T A
PVI STA: 17+35
LVC: 20'
B V
C
S
T A
E V
C
S
T A
PVI STA: 18+25
LVC: 20'
B V
C
S
T A
E V
C
S
T A
A
E
V
A
E
V
A
E
V
A
E
V
A
E
V
A
E
V
S T
A
E
D
R O
F I L E
E L
15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
R
O L L I N
G
D
I P
T
O
T
O
T
O
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
DATE
DATENO.
DRAWING SHEET NO.
REVISION / ISSUE
OF
(R08)
SHEET
SOUTHERN REGION
United States Department of Agriculture Forest Service
DICKY BELL TRAIL
CONSTRUCTION
/21
/23
:0 1 C
AL
EB
DA
VI
S C:
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\C
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C~
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GI
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\IN
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\23
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EC
RE
AT
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N\
_P
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JE
CT
S\
UW
HA
RR
IE
\20
_D
IC
KY
BE
LL
TR
AI
L&
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DA
KC
LO
SU
RE
\1_
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VE
LO
PM
EN
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DE
SI
GN
\D W
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-0
9-
BY
PA
SS
-P P1
-P P4
.D W
G;
UWHARRIE NATIONAL
FOREST
UWHARRIE RANGER
DISTRICT
12/21/2023
C. DAVIS
C. DAVIS
DRAWN
DESIGNER
DRAWING SCALE
H: 1:20 V: 1:10
PG ELEV
PP-04
CONSTRUCTION NOTES:
CONSTRUCT 25 FT VEHICLE TURNOUT
Feet
0 40 8020
1"=20'
BYPASS SECTION
PLAN AND PROFILE
STA 15+00 - STA 19+75
EXISTING
DICKY BELL
TRAIL
M
A
T
C
H
L
I
S
E
T
O
T O
T O
S T
B
E G
D
I C
K Y
B E
L L R
E R
O U
T E
E
G R
D
B
K
E
PVI STA: 1+50
LVC: 21'
B V
C
S
T A
E V
C
S
T A
PVI STA: 4+90
LVC: 50'
B V
C
S
T A
E V
C
S
T A
A
E
V
1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
R
O L L I N
G
D
I P
R
O L L I N
G
D
I P
R
O L L I N
G
D
I P
R
O L L I N
G
D
I P
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
DATE
DATENO.
DRAWING SHEET NO.
REVISION / ISSUE
OF
(R08)
SHEET
SOUTHERN REGION
United States Department of Agriculture Forest Service
DICKY BELL TRAIL
CONSTRUCTION
/21
/23
:1 0 C
AL
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C~
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GI
NE
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\IN
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A\
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EC
TS
\23
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EC
RE
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N\
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JE
CT
S\
UW
HA
RR
IE
\20
_D
IC
KY
BE
LL
TR
AI
L&
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DA
KC
LO
SU
RE
\1_
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VE
LO
PM
EN
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DE
SI
GN
\D W
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-1
7-
RE
RO
UT
E-
PP
5-
PP
.D
W G;
UWHARRIE NATIONAL
FOREST
UWHARRIE RANGER
DISTRICT
12/21/2023
C. DAVIS
C. DAVIS
DRAWN
DESIGNER
DRAWING SCALE
H: 1:20 V: 1:10
PG ELEV
REROUTE SECTION
PLAN AND PROFILE
STA 1+00 - STA 5+00
PP-05
M
A
T
C
H
L
I
S
E
Feet
0 40 8020
1"=20'
EXISTING DICKY BELL TRAIL EDGE
.5
G R
D
B
E
PVI STA: 5+60
LVC: 50'
B V
C
S
T A
E V
C
S
T A
PVI STA: 7+85
LVC: 50'
B V
C
S
T A
E V
C
S
T A
PVI STA: 6+65
LVC: 100'
B V
C
S
T A
E V
C
S
T A
PVI STA: 9+95
LVC: 25'
B V
C
S
T A
E V
C
S
T A
E V
C
S
T A
A
E
V
A
E
V
A
E
V
A
E
V
A
E
V
5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
R
O L L I N
G
D
I P
T O
T
O
T O
T O
T
O
T
O
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
DATE
DATENO.
DRAWING SHEET NO.
REVISION / ISSUE
OF
(R08)
SHEET
SOUTHERN REGION
United States Department of Agriculture Forest Service
DICKY BELL TRAIL
CONSTRUCTION
/21
/23
:1 0 C
AL
EB
DA
VI
S C:
\U
SE
RS
\C
AL
EB
DA
VI
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BO
X\
SO
~E
NG
HE
RI
TA
GE
RE
C~
EN
GI
NE
ER
IN
G\
FR
OM
K
\IN
FR
A\
PR
OJ
EC
TS
\23
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EC
RE
AT
IO
N\
_P
RO
JE
CT
S\
UW
HA
RR
IE
\20
_D
IC
KY
BE
LL
TR
AI
L&
KO
DA
KC
LO
SU
RE
\1_
DE
VE
LO
PM
EN
T\
DE
SI
GN
\D W
G\ C-
-1
7-
RE
RO
UT
E-
PP
5-
PP
.D
W G;
UWHARRIE NATIONAL
FOREST
UWHARRIE RANGER
DISTRICT
12/21/2023
C. DAVIS
C. DAVIS
DRAWN
DESIGNER
DRAWING SCALE
H: 1:20 V: 1:10
PG ELEV
Feet
0 40 8020
1"=20'
PP-06
CONSTRUCTION NOTES:
CONSTRUCT 25 FT VEHICLE TURNOUT
REROUTE SECTION
PLAN AND PROFILE
STA 5+00 - STA 10+00
M
A
T
C
H
L
I
S
E
E
T
M
A
T
C
H
L
I
S
E
E
T
M A
T C
H L
I N
E
S
S
E
M A
T C
H L
I N
E
S
S
E
INSTALL 35 LF OF 24" METALLIC-COATED
CORRUGATED STEEL PIPE WITH RIPRAP
STABILIZATION PER FP-14 602 & 707.02 AND DETAILS.
INSTALL 27 LF OF 24" METALLIC-COATED
CORRUGATED STEEL PIPE WITH RIPRAP
STABILIZATION PER FP-14 602 & 707.02 AND DETAILS.
-8.29%
G R
D
B
E
PVI STA: 10+55
LVC: 80'
B V
C
S
T A
E V
C
S
T A
PVI STA: 13+15
LVC: 100'
B V
C
S
T A
E V
C
S
T A
PVI STA: 15+15
LVC: 20'
B V
C
S
T A
E V
C
S
T A
PVI STA: 12+25
LVC: 50'
B V
C
S
T A
E V
C
S
T A
PVI STA: 14+80
LVC: 30'
B V
C
S
T A
E V
C
S
T A
A
E
V
A
E
V
A
E
V
A
E
V
A
E
V
T
O
T O
T
O
T O
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
R
O L
L I N
G
D
I P
R
O L
L I N
G
D
I P
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
DATE
DATENO.
DRAWING SHEET NO.
REVISION / ISSUE
OF
(R08)
SHEET
SOUTHERN REGION
United States Department of Agriculture Forest Service
DICKY BELL TRAIL
CONSTRUCTION
/21
/23
:1 0 C
AL
EB
DA
VI
S C:
\U
SE
RS
\C
AL
EB
DA
VI
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BO
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~E
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HE
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TA
GE
RE
C~
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GI
NE
ER
IN
G\
FR
OM
K
\IN
FR
A\
PR
OJ
EC
TS
\23
_R
EC
RE
AT
IO
N\
_P
RO
JE
CT
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UW
HA
RR
IE
\20
_D
IC
KY
BE
LL
TR
AI
L&
KO
DA
KC
LO
SU
RE
\1_
DE
VE
LO
PM
EN
T\
DE
SI
GN
\D W
G\ C-
-1
7-
RE
RO
UT
E-
PP
5-
PP
.D
W G;
UWHARRIE NATIONAL
FOREST
UWHARRIE RANGER
DISTRICT
12/21/2023
C. DAVIS
C. DAVIS
DRAWN
DESIGNER
DRAWING SCALE
H: 1:20 V: 1:10
PG ELEV
PP-07
CONSTRUCTION NOTES:
CONSTRUCT 25 FT VEHICLE TURNOUT
Feet
0 40 8020
1"=20'
REROUTE SECTION
PLAN AND PROFILE
STA 10+00 - STA 15+00
M
A
T
C
H
L
I
S
E
M
A
T
C
H
L
I
S
E
-11.55%
-3 .5
2.5 0%
PVI STA: 17+10
LVC: 100'
B V
C
S
T A
E V
C
S
T A
PVI STA: 18+80
LVC: 50'
B V
C
S
T A
E V
C
S
T A
PVI STA: 15+15
LVC: 20'
B V
C
S
T A
E V
C
S
T A
PVI STA: 18+30
LVC: 50'
B V
C
S
T A
E V
C
S
T A
PVI STA: 19+70
LVC: 20'
B V
C
S
T A
E V
C
S
T A
PVI STA: 14+80
E V
C
S
T A
PVI STA: 16+05
LVC: 50'
B V
C
S
T A
E V
C
S
T A
A
E
V
A
E
V
A
E
V
A
E
V
A
E
V
A
E
V
T O
T
O
T
O
15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
DATE
DATENO.
DRAWING SHEET NO.
REVISION / ISSUE
OF
(R08)
SHEET
SOUTHERN REGION
United States Department of Agriculture Forest Service
DICKY BELL TRAIL
CONSTRUCTION
/21
/23
:1 0 C
AL
EB
DA
VI
S C:
\U
SE
RS
\C
AL
EB
DA
VI
S\
BO
X\
SO
~E
NG
HE
RI
TA
GE
RE
C~
EN
GI
NE
ER
IN
G\
FR
OM
K
\IN
FR
A\
PR
OJ
EC
TS
\23
_R
EC
RE
AT
IO
N\
_P
RO
JE
CT
S\
UW
HA
RR
IE
\20
_D
IC
KY
BE
LL
TR
AI
L&
KO
DA
KC
LO
SU
RE
\1_
DE
VE
LO
PM
EN
T\
DE
SI
GN
\D W
G\ C-
-1
7-
RE
RO
UT
E-
PP
5-
PP
.D
W G;
UWHARRIE NATIONAL
FOREST
UWHARRIE RANGER
DISTRICT
12/21/2023
C. DAVIS
C. DAVIS
DRAWN
DESIGNER
DRAWING SCALE
H: 1:20 V: 1:10
PG ELEV
PP-08
CONSTRUCTION NOTES:
CONSTRUCT 25 FT VEHICLE TURNOUT
Feet
0 40 8020
1"=20'
REROUTE SECTION
PLAN AND PROFILE
STA 15+00 - STA 20+00
PLACE 4" OF COARSE AGGREGATE, NCDOT
STD SIZE #4 (RAILROAD BALLAST), 15' EACH
SIDE OF CREEK AS SHOWN (STA 15+45 -
STA 15+75).
INSTALL 27 LF OF 18" METALLIC-COATED
CORRUGATED STEEL PIPE WITH RIP RAP
STABILIZATION PER FP-14 602 & 707.02
AND DETAILS.
M
A
T
C
H
L
I
S
E
M
A
T
C
H
L
I
S
E
-3 .5
% 9
-5 .0
G R
D
B
E
G R
D
B
E
PVI STA: 20+30
LVC: 20'
B V
C
S
T A
E V
C
S
T A
PVI STA: 21+95
LVC: 20'
B V
C
S
T A
E V
C
S
T A
PVI STA: 23+90
LVC: 20'
B V
C
S
T A
E V
C
S
T A
PVI STA: 24+60
LVC: 20'
B V
C
S
T A
E V
C
S
T A
PVI STA: 24+20
LVC: 20'
B V
C
S
T A
E V
C
S
T A
PVI STA: 21+50
LVC: 20'
B V
C
S
T A
E V
C
S
T A
PVI STA: 22+45
LVC: 20'
B V
C
S
T A
E V
C
S
T A
A
E
V
A
E
V
A
E
V
A
E
V
A
E
V
A
E
V
A
E
V
20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
R
O L L I N
G
D
I P
R
O L L I N
G
D
I P
R
O L L I N
G
D
I P
R
O L L I N
G
D
I P
R
O L L I N
G
D
I P
T
O
T
O
T
O
T O
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
DATE
DATENO.
DRAWING SHEET NO.
REVISION / ISSUE
OF
(R08)
SHEET
SOUTHERN REGION
United States Department of Agriculture Forest Service
DICKY BELL TRAIL
CONSTRUCTION
/21
/23
:1 0 C
AL
EB
DA
VI
S C:
\U
SE
RS
\C
AL
EB
DA
VI
S\
BO
X\
SO
~E
NG
HE
RI
TA
GE
RE
C~
EN
GI
NE
ER
IN
G\
FR
OM
K
\IN
FR
A\
PR
OJ
EC
TS
\23
_R
EC
RE
AT
IO
N\
_P
RO
JE
CT
S\
UW
HA
RR
IE
\20
_D
IC
KY
BE
LL
TR
AI
L&
KO
DA
KC
LO
SU
RE
\1_
DE
VE
LO
PM
EN
T\
DE
SI
GN
\D W
G\ C-
-1
7-
RE
RO
UT
E-
PP
5-
PP
.D
W G;
UWHARRIE NATIONAL
FOREST
UWHARRIE RANGER
DISTRICT
12/21/2023
C. DAVIS
C. DAVIS
DRAWN
DESIGNER
DRAWING SCALE
H: 1:20 V: 1:10
PG ELEV
PP-09
CONSTRUCTION NOTES:
CONSTRUCT 25 FT VEHICLE TURNOUT
Feet
0 40 8020
1"=20'
REROUTE SECTION
PLAN AND PROFILE
STA 20+00 - STA 25+00
M
A
T
C
H
L
I
S
E
M
A
T
C
H
L
I
S
E
.0
2.00%
PVI STA: 26+75
LVC: 50'
B V
C
S
T A
E V
C
S
T A
PVI STA: 28+20
LVC: 50'
B V
C
S
T A
E V
C
S
T A
PVI STA: 25+75
LVC: 50'
B V
C
S
T A
E V
C
S
T A
PVI STA: 29+30
LVC: 100'
B V
C
S
T A
E V
C
S
T A
PVI STA: 27+70
LVC: 50'
B V
C
S
T A
E V
C
S
T A
PVI STA: 25+36.17
LVC: 20'
B V
C
S
T A
E V
C
S
T A
PVI STA: 26+30
LVC: 20'
B V
C
S
T A
E V
C
S
T A
A
E
V
A
E
V
A
E
V
A
E
V
A
E
V
A
E
V
A
E
V
25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
R
O L L I N
G
D
I P
T
O
T O
T
O
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
DATE
DATENO.
DRAWING SHEET NO.
REVISION / ISSUE
OF
(R08)
SHEET
SOUTHERN REGION
United States Department of Agriculture Forest Service
DICKY BELL TRAIL
CONSTRUCTION
/21
/23
:1 0 C
AL
EB
DA
VI
S C:
\U
SE
RS
\C
AL
EB
DA
VI
S\
BO
X\
SO
~E
NG
HE
RI
TA
GE
RE
C~
EN
GI
NE
ER
IN
G\
FR
OM
K
\IN
FR
A\
PR
OJ
EC
TS
\23
_R
EC
RE
AT
IO
N\
_P
RO
JE
CT
S\
UW
HA
RR
IE
\20
_D
IC
KY
BE
LL
TR
AI
L&
KO
DA
KC
LO
SU
RE
\1_
DE
VE
LO
PM
EN
T\
DE
SI
GN
\D W
G\ C-
-1
7-
RE
RO
UT
E-
PP
5-
PP
.D
W G;
UWHARRIE NATIONAL
FOREST
UWHARRIE RANGER
DISTRICT
12/21/2023
C. DAVIS
C. DAVIS
DRAWN
DESIGNER
DRAWING SCALE
H: 1:20 V: 1:10
PG ELEV
PP-10
CONSTRUCTION NOTES:
CONSTRUCT 25 FT VEHICLE TURNOUT
Feet
0 40 8020
1"=20'
REROUTE SECTION
PLAN AND PROFILE
STA 25+00 - STA 30+00
M
A
T
C
H
L
I
S
E
M
A
T
C
H
L
I
S
E
M A
T C
H L
I N
E
S E
E
T
H
E
E T
M A
TC
H
LIN
E
SEE T
H
IS
S
H
EET
30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
B
C
E
C
R
O L L I N
G
D
I P
R
O L L I N
G
D
I P
T
O
T
O
2.5 0%
PVI STA: 31+10
LVC: 50'
B V
C
S
T A
E V
C
S
T A
PVI STA: 32+60
LVC: 50'
B V
C
S
T A
E V
C
S
T A
PVI STA: 33+80
LVC: 50'
B V
C
S
T A
E V
C
S
T A
PVI STA: 31+80
LVC: 50'
B V
C
S
T A
E V
C
S
T A
PVI STA: 34+70
LVC: 100'
B V
C
S
T A
A
E
V
A
E
V
A
E
V
A
E
V
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
DATE
DATENO.
DRAWING SHEET NO.
REVISION / ISSUE
OF
(R08)
SHEET
SOUTHERN REGION
United States Department of Agriculture Forest Service
DICKY BELL TRAIL
CONSTRUCTION
/21
/23
:1 0 C
AL
EB
DA
VI
S C:
\U
SE
RS
\C
AL
EB
DA
VI
S\
BO
X\
SO
~E
NG
HE
RI
TA
GE
RE
C~
EN
GI
NE
ER
IN
G\
FR
OM
K
\IN
FR
A\
PR
OJ
EC
TS
\23
_R
EC
RE
AT
IO
N\
_P
RO
JE
CT
S\
UW
HA
RR
IE
\20
_D
IC
KY
BE
LL
TR
AI
L&
KO
DA
KC
LO
SU
RE
\1_
DE
VE
LO
PM
EN
T\
DE
SI
GN
\D W
G\ C-
-1
7-
RE
RO
UT
E-
PP
5-
PP
.D
W G;
UWHARRIE NATIONAL
FOREST
UWHARRIE RANGER
DISTRICT
12/21/2023
C. DAVIS
C. DAVIS
DRAWN
DESIGNER
DRAWING SCALE
H: 1:20 V: 1:10
PG ELEV
PP-11
CONSTRUCTION NOTES:
CONSTRUCT 30 FT VEHICLE TURNOUT
PLAN AND PROFILE
STA 1+00 - STA 6+50
Feet0 40 8020
1"=20'
CONSTRUCT 50 FT VEHICLE TURNOUT
M A
T C
H L
I N
E
S
S E
E
S
H E
MATCHLINE STA 35+00
SEE SHEET PP-12
34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50
E
C
B
C
E
C
B
C
E
C
B
C
E
C
R
O L L I N
G
D
I P
R
O L L I N
G
D
I P
T
O
.4
2.00%
S T
A
E
D
I C
K Y
B E
L L R
E R
O U
T E
E L
PVI STA: 37+65
LVC: 50'
B V
C
S
T A
E V
C
S
T A
PVI STA: 35+75
LVC: 20'
B V
C
S
T A
E V
C
S
T A
PVI STA: 34+70
LVC: 100'
E V
C
S
T A
PVI STA: 36+55
LVC: 50'
B V
C
S
T A
E V
C
S
T A
A
E
V
A
E
V
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
DATE
DATENO.
DRAWING SHEET NO.
REVISION / ISSUE
OF
(R08)
SHEET
SOUTHERN REGION
United States Department of Agriculture Forest Service
DICKY BELL TRAIL
CONSTRUCTION
/21
/23
:1 0 C
AL
EB
DA
VI
S C:
\U
SE
RS
\C
AL
EB
DA
VI
S\
BO
X\
SO
~E
NG
HE
RI
TA
GE
RE
C~
EN
GI
NE
ER
IN
G\
FR
OM
K
\IN
FR
A\
PR
OJ
EC
TS
\23
_R
EC
RE
AT
IO
N\
_P
RO
JE
CT
S\
UW
HA
RR
IE
\20
_D
IC
KY
BE
LL
TR
AI
L&
KO
DA
KC
LO
SU
RE
\1_
DE
VE
LO
PM
EN
T\
DE
SI
GN
\D W
G\ C-
-1
7-
RE
RO
UT
E-
PP
5-
PP
.D
W G;
UWHARRIE NATIONAL
FOREST
UWHARRIE RANGER
DISTRICT
12/21/2023
C. DAVIS
C. DAVIS
DRAWN
DESIGNER
DRAWING SCALE
H: 1:20 V: 1:10
PG ELEV
PP-12
CONSTRUCTION NOTES:
CONSTRUCT 55 FT VEHICLE TURNOUT
Feet
0 40 8020
1"=20'
REROUTE SECTION
PLAN AND PROFILE
STA 35+00 - STA 38+40
M A
T C
H L
I N
E
S
S E
E
S
H E
X
X
X
X X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
6+50
7+50
8+00
12+00
13+50
17+50
24+00
25+00
27+50
28+00
B
E
G
B
R
R
I
C
A
C
T
I
O
N
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
DATE
DATENO.
DRAWING SHEET NO.
REVISION / ISSUE
OF
(R08)
SHEET
SOUTHERN REGION
United States Department of Agriculture Forest Service
DICKY BELL TRAIL
CONSTRUCTION
/16
/23
:4 4 C
AL
EB
DA
VI
S C:
\U
SE
RS
\C
AL
EB
DA
VI
S\
BO
X\
SO
~E
NG
HE
RI
TA
GE
RE
C~
EN
GI
NE
ER
IN
G\
FR
OM
K
\IN
FR
A\
PR
OJ
EC
TS
\23
_R
EC
RE
AT
IO
N\
_P
RO
JE
CT
S\
UW
HA
RR
IE
\20
_D
IC
KY
BE
LL
TR
AI
L&
KO
DA
KC
LO
SU
RE
\1_
DE
VE
LO
PM
EN
T\
DE
SI
GN
\D W
G\ C-
-D
B-
BA
RR
ID
AD
ES
.D W
G;
UWHARRIE NATIONAL
FOREST
UWHARRIE RANGER
DISTRICT
12/21/2023
C. DAVIS
C. DAVIS
DRAWN
DESIGNER
DRAWING SCALE
H: 1:20 V: 1:101:50 V: 1:10N/A
F
T
E
R
S
E
C
T
I
O
N
W
I
R
O
U
T
E
CONSTRUCTION NOTES:
1. ALL FINAL GUIDERAIL LOCATIONS WILL BE FLAGGED BY FOREST SERVICE STAFF.
2. ANY EXCAVATION REQUIRED FOR GUIDERAIL CONSTRUCTION SHALL BE MONITORED
BY FOREST SERVICE ARCHAEOLOGY STAFF.
INSTALL 60 LF POST
AND CABLE GUIDE RAIL
INSTALL 225 LF POST
AND CABLE GUIDE RAIL
INSTALL 165 LF POST
AND CABLE GUIDE RAIL
REMOVE 405 LF OF METAL
GUIDERAIL AND REPLACE
WITH POST AND CABLE
INSTALL 60 LF POST
AND CABLE GUIDE RAIL
INSTALL 55 LF POST
AND CABLE GUIDE RAIL
REMOVE 50 LF OF METAL
GUIDERAIL AND REPLACE
WITH POST AND CABLE
INSTALL 85 LF POST
AND CABLE GUIDE RAIL
INSTALL 300 LF POST
AND CABLE GUIDE RAIL
CONSTRUCT 80 LFT
WOOD GUIDERAIL,
CONNECT TO EXISTING
INSTALL 40 LF POST AND
CABLE GUIDERAIL.
INSTALL 40 LF POST AND
CABLE GUIDERAIL.
REPLACE 75 LF OF
DAMAGED WOODEN
GUIDERAIL IN KIND
REPLACE 60 LF OF
DAMAGED WOODEN
GUIDERAIL IN KIND
INSTALL 275 LF POST
AND CABLE GUIDE RAIL
INSTALL 65 LF POST
AND CABLE GUIDE RAIL
REMOVE 130 LF OF METAL
GUIDERAIL AND REPLACE
WITH POST AND CABLE
DICKY BELL TRAIL
BARRICADE
SECTION
C-03
C/L DICKY BELL TRAIL
(TYP)
19+50
20+00
20+50
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
DATE
DATENO.
DRAWING SHEET NO.
REVISION / ISSUE
OF
(R08)
SHEET
SOUTHERN REGION
United States Department of Agriculture Forest Service
DICKY BELL TRAIL
CONSTRUCTION
/16
/23
:4 4 C
AL
EB
DA
VI
S C:
\U
SE
RS
\C
AL
EB
DA
VI
S\
BO
X\
SO
~E
NG
HE
RI
TA
GE
RE
C~
EN
GI
NE
ER
IN
G\
FR
OM
K
\IN
FR
A\
PR
OJ
EC
TS
\23
_R
EC
RE
AT
IO
N\
_P
RO
JE
CT
S\
UW
HA
RR
IE
\20
_D
IC
KY
BE
LL
TR
AI
L&
KO
DA
KC
LO
SU
RE
\1_
DE
VE
LO
PM
EN
T\
DE
SI
GN
\D W
G\ C-
-D
B-
CL
OS
UR
E.
DW
G;
UWHARRIE NATIONAL
FOREST
UWHARRIE RANGER
DISTRICT
12/21/2023
C. DAVIS
C. DAVIS
DRAWN
DESIGNER
DRAWING SCALE
H: 1:20 V: 1:101:80 V: 1:10N/A
STA 0+00 - STA 5+50
SLASH IN TRAIL
INTALL 12 CHECK DAMS ON STEEP
SECTIONS PER COR DIRECTION
STA 10+00 - STA 11+50
SLASH IN TRAIL
INTALL 10 CHECK DAMS ON STEEP
SECTIONS PER COR DIRECTION
DO NOT OBSTRUCT CROSSING
PEDESTRIAN TRAIL
STA 13+00 - STA 15+50
SLASH IN TRAIL
INTALL 10 CHECK DAMS ON STEEP
SECTIONS PER COR DIRECTION
STA 16+50 - STA 18+00
SLASH IN TRAIL
INTALL 8 CHECK DAMS ON STEEP
SECTIONS PER COR DIRECTION
STA 20+00 - STA 20+50
INSTALL 50 LF POST AND CABLE
GUIDERAIL AROSS ENTRANCE
SLASH IN TRAIL
STA 0+00
INSTALL 50 LF POST AND CABLE
GUIDERAIL ACROSS ENTRANCE
DICKY BELL
TRAIL CLOSURE
SECTION
C-04
Feet
0 160 32080
1"=80'
ENTRENCHED SECTION - OPTION B
OUTSLOPED SECTION - OPTION A
FILL WITH IMPORTED
EXCAVATION MATERIAL
GEOTEXTILE KEYED INTO E.G.
GEOTEXTILE KEYED INTO E.G.
COIR 700 MATTING (2)
SEED AND MULCH PER SPEC (1)
SLASH (3)
CLEAR VEGETATION
VARIES
0' - 8'
SLASH ONLY - OPTION C
NO EXCAVATION BELOW
EXISTING GROUND
SLASH
KODAK ROCK
TRAIL CLOSURE
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
DATE
DATENO.
DRAWING SHEET NO.
REVISION / ISSUE
OF
(R08)
SHEET
SOUTHERN REGION
United States Department of Agriculture Forest Service
/21
/23
:3 6 C
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UWHARRIE NATIONAL
FOREST
UWHARRIE RANGER
DISTRICT
12/21/2023
M. ROURK
C. DAVIS
DRAWN
DESIGNER
DRAWING SCALE
H: V:
TIE INTO EXISTING CONTOUR
STABILIZE WITH ROCK &
HEAVY TIMBER FROM
DISTURBED TRAIL CORRIDOR
1.00'
FLOW DIRECTION
TRAIL WIDTH VARIES
DESIGN GROUND (FILL)
PLACE COIR MATTING AND
SEED PER SPECIFICATIONS
STABILIZE WITH ROCK
& HEAVY TIMBER FROM
DISTURBED TRAIL
CORRIDOR
DT-04
KODAK ROCK TYPICAL
SECTIONS AND
DETAILS
DESIGN GROUND (FILL)
F
L
W
R
E
C
T
I
O
N
STRAW WATTLE
1" x 1" x 2' STAKE
FLOW DIRECTION
WIDTH VARIES
TIE INTO
EXISTING
CONTOUR
STAKE
MINIMUM OF 6" BELOW GROUND
12" SPACING
F
L
W
R
E
C
T
I
O
N
CHECK DAM SECTION
CHECK DAM DETAIL
STRAW WATTLE DETAIL
STRAW WATTLE SECTION
COIR MATTING NOTES:
1. FASTEN COIR MATTING IN PLACE USING HARDWOOD OR PINE
STAKES, 1" SQUARE AND 2 FT TALL, INSTALLED NO LESS THAN 1'
DEEP.
2. PLACE MATTING UPON FINAL GRADING, FOLLOWING SEED AND
MULCH APPLICATION.
COIR 700 MATTING (2)
SEED AND MULCH PER SPEC (1)
SLASH (3)
9"
CLEAR VEGETATION
G
R
A
D
R
A
I
N
FILL WITH IMPORTED
EXCAVATION MATERIAL
NO EXCAVATION BELOW
EXISTING GROUND
G R
A D
E T
O
D R
A
IN
N/A N/A
1+00
KODAK ROCK
TRAIL CLOSURE
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
DATE
DATENO.
DRAWING SHEET NO.
REVISION / ISSUE
OF
(R08)
SHEET
SOUTHERN REGION
United States Department of Agriculture Forest Service
/21
/23
:4 2 C
AL
EB
DA
VI
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DA
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IN
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KO
DA
KC
LO
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LO
PM
EN
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\D W
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G;
UWHARRIE NATIONAL
FOREST
UWHARRIE RANGER
DISTRICT
12/21/2023
M. ROURK
C. DAVIS
DRAWN
DESIGNER
DRAWING SCALE
H: V:
C-05
TRL-CL 1
SECTION C: 5+00 TO 6+25
TRL-CL 1
SECTION A: 3+25 TO 4+25
TRL-CL 1
SECTION C: 1+75 TO 3+25
TRL-CL 1
SECTION A: 0+00 TO 1+75
TRL-CL 1
SECTION B: 4+25 TO 5+00
TRL-CL 2
SECTION C: 0+00 TO 1+86
TRL-CL 1
SECTION B: 6+25 TO 7+50
TRL-CL 1
SECTION A: 7+50 TO 9+25
TRL-CL 1
SECTION C: 9+25 TO 13+00
TRL-CL 3
SECTION A: 0+00 TO 2+00
TRL-CL 1
SECTION A: 13+00 TO 13+75
TRL-CL 1
SECTION C: 13+75 TO 14+60
TRL-CL 4
SECTION C: ENTIRE TRAIL
R
O
C
Y
M
A
I
L
HATCHED AREA SHALL BE STABILIZED BY ADDING
12"-18" OF FILL MATERIAL OVER ALL UNVEGETATED
AREAS, SEEDED AND MULCHED, OVERLAID WITH
COIR 700 MATTING, AND SLASHED.
(APPROX. 1/2 ACRE)
T
R
L
R
L
R
L
R
L
R
L
R
L
R
L C
L
T
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L C
L
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L C
L
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R
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A
M
S
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A
M
KODAK ROCK
COSURE LAYOUT
1:50 N/A
| C-01-TITLE-PLOT |
| Sheets and Views |
| PLOT |
| C-02-NOTES_DB-PLOT |
| Sheets and Views |
| PLOT |
| OLE1 |
| C-03-05-DB_DETAILS-DT-01 |
| C-03-05-DB_DETAILS-DT-02 |
| Sheets and Views |
| DT-02 |
| OLE1 |
| C-03-05-DB_DETAILS-DT-03 (P&C) |
| C-06-12-PP1-PP12 |
| C-18-DB-BARRIDADES-PLOT |
| Sheets and Views |
| PLOT |
| OLE1 |
| C-19-DB-CLOSURE-PLOT |
| Sheets and Views |
| PLOT |
| OLE1 |
| C-20-KODAK-DETAILS-PLOT |
| Sheets and Views |
| PLOT |
| OLE1 |
| C-21-KODAK_CLOSURE-PLAN VIEW |
| Sheets and Views |
| PLAN VIEW |
File details come from the government source that posted it. Updated .