Cove Mountain Drawings.pdf
PDF 5 MB Posted
- Attached to
- UNITED STATES FOREST SERVICE, INTERMOUNTAIN REGION 4, ROAD AND BRIDGE CONSTRUCTION SERVICES MATOC
- Solicitation number
- 1240LU24R0012
- Issued by
-
Department of Agriculture Forest Service
About this file
This file contains detailed construction drawings and specifications for the Cove Mountain Reroutes and Maintenance project for the USDA Forest Service's Dixie National Forest in Utah. The project includes road reconditioning, rerouting, and maintenance work on several Forest Service roads including NFSR 30343 (Cove Mountain Road), NFSR 30010 (Holt Canyon), and NFSR 30011 (New Castle - Pine Valley Road).
The drawings specify road reconditioning work covering multiple segments: NFSR 30343 from stations 0+00 to 14+76 and 35+19 to 233+34, NFSR 30010 from 0+00 to 208+93, and NFSR 30011 from 150+85 to 494+98. Key requirements include installation of a 36-inch galvanized steel culvert, construction of rolling drainage dips, road decommissioning with 12-inch minimum ripping depth, and placement of 6 inches of crushed aggregate surface course in specified sections. The plans include detailed specifications for road geometry, drainage features, clearing limits, and typical cross-sections. All work must conform to FP-14 U.S. Customary Units specifications and Forest Service supplemental specifications.
View the file
Other files
Show all 38
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
CENTERLINE OFSPUR4
BOX ELDER
SALT LAKE
WEBER
CACHE
RICH
MORGAN
SUMMIT
TOOELE
UTAH
WASATCH
DUCHESNE
UINTAH
DAGGET
JUAB
MILLARD
BEAVER
IRON
WASHINGTON
KANE
GARFIELD
WAYNE
EMERY GRAND
SAN JUAN
SEVIER
SANPETE
CARBON
PIUTE
DAVIS
PINE VALLEY R.D.
CEDAR CITY R.D.
POWELL R.D.
ESCALANTE R.D.
© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS
© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS
© 2024 Microsoft Corporation Earthstar Geographics SIO © 2024 Microsoft Corporation Earthstar Geographics SIO © 2024 Microsoft Corporation Earthstar Geographics SIO © 2024 Microsoft Corporation Earthstar Geographics SIO © 2024 Microsoft Corporation Earthstar Geographics SIO © 2024 Microsoft Corporation Earthstar Geographics SIO © 2024 Microsoft Corporation Earthstar Geographics SIO
FOREST LOCATION MAP PROJECT LOCATION MAP
SHEET OF
United States Department of Agriculture Forest Service
COVE MOUNTAIN REROUTES AND MAINTENANCE
TRAVEL DIRECTIONS:
FROM THE THE SUPERVISOR OFFICE (820 N MAIN STREET, CEDAR CITY, UT 84721) HEAD SOUTH ON MAIN STREET FOR 0.7 MILES. TURN WEST ONTO W 200 N AND HWY 56 AND CONTINUE ON FOR 17.7 MILES. TURN SOUTH ON PINTO ROAD (NFSR 3009) AND CONTINUE ON FOR 10.2 MILES UNTIL PINTO, UT IS REACHED. TURN NORTH ON THE PINE VALLEY NEW CASTLE ROAD (NFSR 30011) AND CONTINUE ON FOR 1.3 MILES. TURN WEST ONTO THE COVE MOUNTAIN ROAD (NFSR ) AND THE PROJECT LOCATION WILL BE REACHED. (LATITUDE: 37.55470, LONGITUDE: -113.52722)
/6/
:5 4 S
ON
EI
L N:
\W
OR
KI
NG
\K . L
LO
YD
\D 1\C
OV
E
MO
UN
TA
IN
R
ER
OU
TE
S
AN
D
MA
IN
TE
NA
NC
E\
AU
TO
CA
D\
CO
VE
M
OU
NT
AI
N
RE
RO
UT
E
AN
D
RE
CO
NS
TR
UC
TI
ON
_1
1-
-2
4.D W
G;
UTAH
WASHINGTON COUNTY
INTERMOUNTAIN REGION 4
DIXIE NATIONAL FOREST
PINE VALLEY RANGER DISTRICT
INDEX OF SHEETS
SHEET SHEET TITLE DATE
G1 COVERSHEET 08/28/2024
G2 GENERAL NOTES AND SCHEDULE OF ITEMS 08/28/2024
C1 SITE PLAN OVERVIEW - COVE MOUNTAIN 08/28/2024
C2 SITE PLAN - NORTH REROUTE AND DECOMMISSIONING 08/28/2024
C3 SITE PLAN - SOUTH REROUTE AND DECOMMISSIONING 08/28/2024
C4 SITE PLAN OVERVIEW - HOLT CANYON (BASE BID ITEM #2) 08/28/2024
C5
SITE PLAN OVERVIEW - NEW CASTLE - PINE VALLEY (BASE BID ITEM
#3) 08/28/2024
D1 TYPICAL ROAD SECTIONS AND TERMS 08/28/2024
D2 CULVERT DETAILS 08/28/2024
D3 DECOMMISSION DETAILS 08/28/2024
D4 ROLLING DIP DETAILS 08/28/2024
S1 SUMMARY SHEET 08/28/2024
PROJECT LOCATION
(COVE MOUNTAIN ROAD (NFSR 30343))
W 200 N
PROJECT LOCATIONS
PINTO ROAD (NFSR 30009)
RECOMMENDED BY:
APPROVED:
FOREST ENGINEER
DISTRICT RANGER
DATE
DATE
FOREST SUPERVISOR DATE
SUPERVISORS OFFICE
CEDAR CITY, UT
MAIN STREET
HWY 56
PINTO, UT
COUNTY LINE
HOLT CANYON
(NFSR 30010)
NEW CASTLE, UT
NEW CASTLE -
PINE VALLEY
ROAD (NFSR
30011)
AutoCAD SHX Text
NF STANDARD MULTI LEADER STYLE
AutoCAD SHX Text
1. THIS IS A NOTES TITLE HEADER. THIS IS A NOTES TITLE HEADER. 2. "NOTES" AND THE LINES UNDER IT ARE A BLOCK BUT "NOTES" AND THE LINES UNDER IT ARE A BLOCK BUT THIS TEXT IS A STD. MTEXT. 3. THE INSERTION POINT OF THIS MTEXT MUST BE SET TO THE INSERTION POINT OF THIS MTEXT MUST BE SET TO "TOP LEFT". 4. PLACE IT ON THE END OF THE PINK HORIZONTAL LINE. PLACE IT ON THE END OF THE PINK HORIZONTAL LINE. 5. THE PINK LINE IS ON THE "VIEWPORT" LAYER AND WILL THE PINK LINE IS ON THE "VIEWPORT" LAYER AND WILL NOT PRINT.
AutoCAD SHX Text
OBJECT NAME 1
AutoCAD SHX Text
OBJECT NAME 2
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
PROJECT DESCRIPTION
AutoCAD SHX Text
SHEET NOTES
AutoCAD SHX Text
1. THIS IS A PROJECT LOCATION TITLE HEADER. THIS IS A PROJECT LOCATION TITLE HEADER. 2. "PROJECT LOCATION" AND THE LINES UNDER IT ARE A BLOCK BUT "PROJECT LOCATION" AND THE LINES UNDER IT ARE A BLOCK BUT THIS TEXT IS A STD. MTEXT. 3. THE INSERTION POINT OF THIS MTEXT MUST BE SET TO "TOP LEFT". THE INSERTION POINT OF THIS MTEXT MUST BE SET TO "TOP LEFT". 4. PLACE IT ON THE END OF THE PINK HORIZONTAL LINE. PLACE IT ON THE END OF THE PINK HORIZONTAL LINE. 5. THE PINK LINE IS ON THE "VIEWPORT" LAYER AND WILL NOT PRINT.THE PINK LINE IS ON THE "VIEWPORT" LAYER AND WILL NOT PRINT.
AutoCAD SHX Text
1. REMOVE AND DISPOSE OF EXISTING 84" CMP. REMOVE AND DISPOSE OF EXISTING 84" CMP. 2. EXCAVATE NEW STREAM CHANNEL. EXCAVATE NEW STREAM CHANNEL. 3. INSTALL PRECAST CONCRETE OPEN BOTTOM BOX CULVERT. (AMCOR OR APPROVED EQUAL) INSTALL PRECAST CONCRETE OPEN BOTTOM BOX CULVERT. (AMCOR OR APPROVED EQUAL) 4. PLACE STREAMBED SIMULATION ROCK PLACE STREAMBED SIMULATION ROCK 5. CONSTRUCT ROADWAY APPROACHES. CONSTRUCT ROADWAY APPROACHES. 6. INSTALL CRUSHED AGGREGATE ROAD SURFACING. INSTALL CRUSHED AGGREGATE ROAD SURFACING. 7. INSTALL 4-TYPE 3 OBJECT MARKERS ON TREATED TIMBER GUARD POSTS. INSTALL 4-TYPE 3 OBJECT MARKERS ON TREATED TIMBER GUARD POSTS. 8. CLEAN-UP, APPLY SEED MIX, AND INSTALL MULCH.CLEAN-UP, APPLY SEED MIX, AND INSTALL MULCH.
AutoCAD SHX Text
NF STANDARD MULTI LEADER STYLE
AutoCAD SHX Text
1. THIS IS A NOTES TITLE HEADER. THIS IS A NOTES TITLE HEADER. 2. "NOTES" AND THE LINES UNDER IT ARE A BLOCK BUT "NOTES" AND THE LINES UNDER IT ARE A BLOCK BUT THIS TEXT IS A STD. MTEXT. 3. THE INSERTION POINT OF THIS MTEXT MUST BE SET TO THE INSERTION POINT OF THIS MTEXT MUST BE SET TO "TOP LEFT". 4. PLACE IT ON THE END OF THE PINK HORIZONTAL LINE. PLACE IT ON THE END OF THE PINK HORIZONTAL LINE. 5. THE PINK LINE IS ON THE "VIEWPORT" LAYER AND WILL THE PINK LINE IS ON THE "VIEWPORT" LAYER AND WILL NOT PRINT.
AutoCAD SHX Text
OBJECT NAME 1
AutoCAD SHX Text
OBJECT NAME 2
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
PROJECT DESCRIPTION
AutoCAD SHX Text
SHEET NOTES
AutoCAD SHX Text
1. THIS IS A PROJECT LOCATION TITLE HEADER. THIS IS A PROJECT LOCATION TITLE HEADER. 2. "PROJECT LOCATION" AND THE LINES UNDER IT ARE A BLOCK BUT "PROJECT LOCATION" AND THE LINES UNDER IT ARE A BLOCK BUT THIS TEXT IS A STD. MTEXT. 3. THE INSERTION POINT OF THIS MTEXT MUST BE SET TO "TOP LEFT". THE INSERTION POINT OF THIS MTEXT MUST BE SET TO "TOP LEFT". 4. PLACE IT ON THE END OF THE PINK HORIZONTAL LINE. PLACE IT ON THE END OF THE PINK HORIZONTAL LINE. 5. THE PINK LINE IS ON THE "VIEWPORT" LAYER AND WILL NOT PRINT.THE PINK LINE IS ON THE "VIEWPORT" LAYER AND WILL NOT PRINT.
AutoCAD SHX Text
1. REMOVE AND DISPOSE OF EXISTING 84" CMP. REMOVE AND DISPOSE OF EXISTING 84" CMP. 2. EXCAVATE NEW STREAM CHANNEL. EXCAVATE NEW STREAM CHANNEL. 3. INSTALL PRECAST CONCRETE OPEN BOTTOM BOX INSTALL PRECAST CONCRETE OPEN BOTTOM BOX CULVERT. (AMCOR OR APPROVED EQUAL) 4. PLACE STREAMBED SIMULATION ROCK PLACE STREAMBED SIMULATION ROCK 5. CONSTRUCT ROADWAY APPROACHES. CONSTRUCT ROADWAY APPROACHES. 6. INSTALL CRUSHED AGGREGATE ROAD SURFACING. INSTALL CRUSHED AGGREGATE ROAD SURFACING. 7. INSTALL 4-TYPE 3 OBJECT MARKERS ON TREATED INSTALL 4-TYPE 3 OBJECT MARKERS ON TREATED TIMBER GUARD POSTS. 8. CLEAN-UP, APPLY SEED MIX, AND INSTALL MULCH.CLEAN-UP, APPLY SEED MIX, AND INSTALL MULCH.
AutoCAD SHX Text C-2
AutoCAD SHX Text W Y O M I N G
AutoCAD SHX Text C O L O R A D O
AutoCAD SHX Text A R I Z O N A
AutoCAD SHX Text N E V A D A
AutoCAD SHX Text I D A H O
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/6/
:5 4 S
ON
EI
L N:
\W
OR
KI
NG
\K . L
LO
YD
\D 1\C
OV
E
MO
UN
TA
IN
R
ER
OU
TE
S
AN
D
MA
IN
TE
NA
NC
E\
AU
TO
CA
D\
CO
VE
M
OU
NT
AI
N
RE
RO
UT
E
AN
D
RE
CO
NS
TR
UC
TI
ON
_1
1-
-2
4.D W
G;
REGION 4
INTERMOUNTAIN REGION
COVE MOUNTAIN
REROUTES AND
MAINTENANCE
DIXIE NATIONAL FOREST
PINE VALLEY RANGER DISTRICT
GENERAL NOTES AND
SCHEDULE OF ITEMS
08/28/2024
K. LLOYD
K. LLOYD
S. O'NEIL
G2 2 12
BASE BID ITEM #1 - NFSR 30343
ITEM NO. DESCRIPTION UNIT QUANTITY
15101-1 MOBILIZATION LS 1
20101-1 CLEARING AND GRUBBING LS 1
20401-1 EXCAVATION AND EMBANKMENT, PLACEMENT METHOD 2 LS 1
20401-2 DRAINAGE FEATURE, DRAINAGE DIPS EA 10
20901-1 STRUCTURE EXCAVATION AND BACKFILL LS 1
21101-1 ROADWAY OBLITERATION LS 1
30301-1 ROAD RECONDITIONING MILE 4.1
60201-1 INSTALLATION OF CULVERTS LF 40
SCHEDULE OF ITEMS
OPTION ITEM #1 - NFSR 30343
ITEM NO. DESCRIPTION UNIT QUANTITY
30201-1 MINOR CRUSHED AGGREGATES, GRADING F, METHOD 2,
COMPACTION B TON 1500
GENERAL:
1. MATERIALS, CONSTRUCTION, & WORKMANSHIP SHALL BE IN ACCORDANCE WITH
SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY
PROJECTS, FP-14 U.S. CUSTOMARY UNITS AND APPLICABLE FOREST SERVICE SUPPLEMENTAL
SPECIFICATIONS.
ROADWAY EMBANKMENT:
1. CONSTRUCT ROADWAY EMBANKMENTS ACCORDING TO FP-14 SECTION 204.
CULVERTS:
1. CULVERTS SHALL BE INSTALL IN ACCORDANCE WITH FP-14, SECTION 602.
2. ALL CULVERTS SHALL BE CORRUGATED STEEL PIPE WITH A MINIMUM THICKNESS OF 0.064
INCHES (16 GAUGE).
3. SEVERED SECTION OF CULVERT SHALL BE COATED WITH GALVANIZING PAINT.
4. STANDARD BAND CONNECTION CORRUGATIONS SHALL MATCH THAT OF THE PIPE SECTIONS
BEING JOINED OR THE ANNULAR REROLLED ENDS OF THOSE PIPE SECTIONS.
GENERAL NOTES
BASE BID ITEM #2 - NFSR 30010
ITEM NO. DESCRIPTION UNIT QUANTITY
20401-2 DRAINAGE FEATURES, DRAINAGE DIPS EA 5
30201-2 MINOR CRUSHED AGGREGATES, GRADING F, METHOD 2,
COMPACTION B TON 675
30301-2 ROAD RECONDITIONING MILE 4
BASE BID ITEM #3 - NFSR 30011
ITEM NO. DESCRIPTION UNIT QUANTITY
30201-3 MINOR CRUSHED AGGREGATES, GRADING F, METHOD 2,
COMPACTION B TON 1543
30301-3 ROAD RECONDITIONING MILE 6.6
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
E
© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS
© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS
© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS
0+
+0
+0
+0
040+00
50+00
+0
70+00
80+00
90+00
100+00
0+
120+00
130+00
140+00
150+00
160+00
170+00
180+00
0+
0+
210+00
220+00
230+00
238+11
480+00
494+98
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/6/
:5 4 S
ON
EI
L N:
\W
OR
KI
NG
\K . L
LO
YD
\D 1\C
OV
E
MO
UN
TA
IN
R
ER
OU
TE
S
AN
D
MA
IN
TE
NA
NC
E\
AU
TO
CA
D\
CO
VE
M
OU
NT
AI
N
RE
RO
UT
E
AN
D
RE
CO
NS
TR
UC
TI
ON
_1
1-
-2
4.D W
G;
REGION 4
INTERMOUNTAIN REGION
COVE MOUNTAIN
REROUTES AND
MAINTENANCE
DIXIE NATIONAL FOREST
PINE VALLEY RANGER DISTRICT
SITE PLAN OVERVIEW -
COVE MOUNTAIN
08/28/2024
K. LLOYD
K. LLOYD
S. O'NEIL
C1 3 12
SCALE IN FEET
SITE PLAN - SOUTH
REROUTE AND
DECOMMISSIONING
(SEE SHEET C3)
NOTES:
1. ROLLING DIP LOCATIONS WILL BE STAKED IN THE FIELD BY THE COR.
2. ROAD RECONDITIONING TO BE PREFORMED FROM STATION 0+00 TO 14+76 AND FROM 35+19 TO 233+34.
BEGIN LINEAR GRADING 0+00
END LINEAR GRADING 0+00BEGIN LINEAR GRADING 35+19
END LINEAR GRADING 233+34
NFSR 30009
N
FSR
30011
NFSR 30011
PINTO, UT
PINTO
CREEK
TO
N
EW
C
ASTLE, U
T
TO
PIN
E VALLEY, U
T
TO SR-18
COVE MOUNTAIN (NFSR 30343)
TO CEDAR CITY, UT
SITE PLAN - NORTH
REROUTE AND
DECOMMISSIONING
(SEE SHEET C2)
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
+0
+0
0+
1+00
2+00
3+00
4+00
5+
6+
7+
8+
9+
+0
11+00
12+00
+0
+0
+0
+0
+0
+0
19+00
20+00
+0
+0
+0
024+00
25+00
26+00
26+67
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/6/
:5 4 S
ON
EI
L N:
\W
OR
KI
NG
\K . L
LO
YD
\D 1\C
OV
E
MO
UN
TA
IN
R
ER
OU
TE
S
AN
D
MA
IN
TE
NA
NC
E\
AU
TO
CA
D\
CO
VE
M
OU
NT
AI
N
RE
RO
UT
E
AN
D
RE
CO
NS
TR
UC
TI
ON
_1
1-
-2
4.D W
G;
REGION 4
INTERMOUNTAIN REGION
COVE MOUNTAIN
REROUTES AND
MAINTENANCE
DIXIE NATIONAL FOREST
PINE VALLEY RANGER DISTRICT
SITE PLAN - NORTH
REROUTE AND
DECOMMISSIONING
08/28/2024
K. LLOYD
K. LLOYD
S. O'NEIL
C2 4 12
SCALE IN FEET
DECOMMISSION FROM STATION 14+76 TO 35+19
PROPOSED NORTH REROUTE
COVE MOUNTAIN ROAD (NFSR 30343)
NOTES:
1. MINIMUM VERTICAL ROAD GRADES TO BE BETWEEN 12% AND 2%
WITH A MINIMUM VERTICAL CURVATURE LENGTH OF 50'.
2. CROSS SLOPE OF THE ROAD TO BE BETWEEN 2% AND 4%.
3. THE PROPOSED REROUTE ALIGNMENT IS APPROXIMATE.
CENTERLINE TO BE STAKED BY COR.
4. MINIMUM HORIZONTAL RADIUS OF CURVATURE LENGTH 50'.
DECOMMISSION ROAD TO SPRING
SPRING
OPTION ITEM #1:
PLACE 6 INCHES OF SURFACE COURSE CRUSHED
AGGREGATE ON NEWLY CONSTRUCTED ROAD.
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
238+11
0+00
1+00
2+ 003+
4+
5+
6+
7+007+08
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/6/
:5 4 S
ON
EI
L N:
\W
OR
KI
NG
\K . L
LO
YD
\D 1\C
OV
E
MO
UN
TA
IN
R
ER
OU
TE
S
AN
D
MA
IN
TE
NA
NC
E\
AU
TO
CA
D\
CO
VE
M
OU
NT
AI
N
RE
RO
UT
E
AN
D
RE
CO
NS
TR
UC
TI
ON
_1
1-
-2
4.D W
G;
REGION 4
INTERMOUNTAIN REGION
COVE MOUNTAIN
REROUTES AND
MAINTENANCE
DIXIE NATIONAL FOREST
PINE VALLEY RANGER DISTRICT
SITE PLAN - SOUTH
REROUTE AND
DECOMMISSIONING
08/28/2024
K. LLOYD
K. LLOYD
S. O'NEIL
C3 5 12
SCALE IN FEET
NOTES:
1. MINIMUM VERTICAL ROAD GRADES TO BE BETWEEN 12% AND 2%
WITH A MINIMUM VERTICAL CURVATURE LENGTH OF 50'.
2. CROSS SLOPE OF THE ROAD TO BE BETWEEN 2% AND 4%.
3. THE PROPOSED REROUTE ALIGNMENT IS APPROXIMATE.
CENTERLINE TO BE STAKED BY COR.
4. MINIMUM HORIZONTAL RADIUS OF CURVATURE LENGTH 50'.
DECOMMISSION FROM STATION 233+34 TO 238+11
PROPOSED SOUTH REROUTE
COVE MOUNTAIN ROAD (NFSR 30343)
NFSR 30009
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
0+00
+00
20+00
+0
40+00
+00
60+00
70+00
+0
+0
100+00
110+00
120+00
130+00
140+00
0+
0+
0+
0+
0+
200+00
208+93
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/6/
:5 4 S
ON
EI
L N:
\W
OR
KI
NG
\K . L
LO
YD
\D 1\C
OV
E
MO
UN
TA
IN
R
ER
OU
TE
S
AN
D
MA
IN
TE
NA
NC
E\
AU
TO
CA
D\
CO
VE
M
OU
NT
AI
N
RE
RO
UT
E
AN
D
RE
CO
NS
TR
UC
TI
ON
_1
1-
-2
4.D W
G;
REGION 4
INTERMOUNTAIN REGION
COVE MOUNTAIN
REROUTES AND
MAINTENANCE
DIXIE NATIONAL FOREST
PINE VALLEY RANGER DISTRICT
SITE PLAN OVERVIEW -
HOLT CANYON (BASE
BID ITEM #2)
08/28/2024
K. LLOYD
K. LLOYD
S. O'NEIL
C4 6 12
SCALE IN FEET
NOTES:
1. ROAD RECONDITIONING TO BE PREFORMED FROM STATION 0+00
TO 208+93.
HOLT CANYON ROAD (NFSR 30010)
TO PINTO, UT
TO SR - 1
NFSR 30009
PLACE 6 INCHES OF SURFACE COURSE CRUSHED
AGGREGATE FROM STATION 70+00 TO 82+00.
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
100+00
120+00
140+00
160+00
180+00
200+00
0+
240+00
260+00
280+00
300+00
320+00
340+00
360+00
380+00
400+00
420+00
440+00
460+00
480+00
494+98
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/6/
:5 4 S
ON
EI
L N:
\W
OR
KI
NG
\K . L
LO
YD
\D 1\C
OV
E
MO
UN
TA
IN
R
ER
OU
TE
S
AN
D
MA
IN
TE
NA
NC
E\
AU
TO
CA
D\
CO
VE
M
OU
NT
AI
N
RE
RO
UT
E
AN
D
RE
CO
NS
TR
UC
TI
ON
_1
1-
-2
4.D W
G;
REGION 4
INTERMOUNTAIN REGION
COVE MOUNTAIN
REROUTES AND
MAINTENANCE
DIXIE NATIONAL FOREST
PINE VALLEY RANGER DISTRICT
SITE PLAN OVERVIEW -
NEW CASTLE - PINE
VALLEY (BASE BID ITEM
#3)
08/28/2024
K. LLOYD
K. LLOYD
S. O'NEIL
C5 7 12
SCALE IN FEET
NOTES:
1. ROAD RECONDITIONING TO BE PREFORMED FROM STATION 150+85
TO 494+98.
2. AGGREGATE SURFACING TO BE STAKED BY COR.
NEW CASTLE - PINE VALLEY ROAD (NFSR 30011)
TO
N
EW
C
AS
TL
E, U
T
NFSR 30009
PINTO, UT
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
DRAINAGE DITCH
BACK SLOPE
GROUND LINE
RIGHT - OF - WAY
ROADWAY ROADSIDEROADSIDE
SURFACE COURSE
BASE COURSE
SIDE SLOPE
OR FILL SLOPE
SH
O
U
LD
ER
SH
O
U
LD
ER
TRAVELED WAY
ROADBED
GROUND
LINE
CLEARING WIDTH
X X
SUBGRADE
ROAD STRUCTURE TERMS
NO SCALE
R
IG
H T
- O F
- W
AY
L
IN
E
R
IG
H T
- O F
- W
AY
L
IN
E
C
LE
AR
IN
G L
IM
IT
S, X
CLEARING
LIMITS
OUTSLOPE SECTION VIEW
NO SCALE
INSLOPED SECTION VIEW
NO SCALE
CROWNED SECTION VIEW
NO SCALE
FLAT BOTTOM DITCH
SIDE SLOPE OR FILL SLOPE
2:1 (H:V) MAX
3:1 (H:V) OR FLATTER
PREFERRED
-2 TO -4% 2 - 4% 2 - 4% 2 - 4%
NOTES:
1. SHAPES AND DIMENSIONS WILL VARY FOR LOCAL CONDITIONS.
2. CLEARING LIMITS (X) ARE TYPICALLY 2FT UNLESS OTHERWISE SPECIFIED.
3. THE CONTRACTOR SHALL ADHERE TO THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON
FEDERAL HIGHWAY PROJECTS AS WELL AS FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS.
4. IF LOCAL CONDITIONS REQUIRE A STEEPER SLOPE THAN OUTLINED IN THESE DRAWINGS CONSULT ENGINEER.
BACK SLOPE
2:1 (H:V) MAX
3:1 (H:V) OR FLATTER PREFERRED
FORESLOPE
FORESLOPE
2:1 (H:V) MAX
3:1 (H:V) OR FLATTER PREFERRED
FORESLOPE
2:1 (H:V) MAX
3:1 (H:V) OR FLATTER PREFERRED
BACK SLOPE
2:1 (H:V) MAX
3:1 (H:V) OR FLATTER
PREFERRED
BACK SLOPE
2:1 (H:V) MAX
3:1 (H:V) OR FLATTER PREFERRED
SIDE SLOPE OR FILL SLOPE
2:1 (H:V) MAX
3:1 (H:V) OR FLATTER
PREFERRED
SIDE SLOPE OR FILL SLOPE
2:1 (H:V) MAX
3:1 (H:V) OR FLATTER
PREFERRED
D
D
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/6/
:5 4 S
ON
EI
L N:
\W
OR
KI
NG
\K . L
LO
YD
\D 1\C
OV
E
MO
UN
TA
IN
R
ER
OU
TE
S
AN
D
MA
IN
TE
NA
NC
E\
AU
TO
CA
D\
CO
VE
M
OU
NT
AI
N
RE
RO
UT
E
AN
D
RE
CO
NS
TR
UC
TI
ON
_1
1-
-2
4.D W
G;
REGION 4
INTERMOUNTAIN REGION
COVE MOUNTAIN
REROUTES AND
MAINTENANCE
DIXIE NATIONAL FOREST
PINE VALLEY RANGER DISTRICT
TYPICAL ROAD
SECTIONS AND TERMS
08/28/2024
K. LLOYD
K. LLOYD
S. O'NEIL
D1 8 12
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/6/
:5 4 S
ON
EI
L N:
\W
OR
KI
NG
\K . L
LO
YD
\D 1\C
OV
E
MO
UN
TA
IN
R
ER
OU
TE
S
AN
D
MA
IN
TE
NA
NC
E\
AU
TO
CA
D\
CO
VE
M
OU
NT
AI
N
RE
RO
UT
E
AN
D
RE
CO
NS
TR
UC
TI
ON
_1
1-
-2
4.D W
G;
REGION 4
INTERMOUNTAIN REGION
COVE MOUNTAIN
REROUTES AND
MAINTENANCE
DIXIE NATIONAL FOREST
PINE VALLEY RANGER DISTRICT
CULVERT DETAILS
08/28/2024
K. LLOYD
K. LLOYD
S. O'NEIL
D2 9 12
TYPICAL CULVERT SHAPES
NO SCALE
PIPE ARCH
CIRCULAR
ELLIPTICAL
NOTES:
1. THE CONTRACTOR SHALL ADHERE TO THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND
BRIDGES ON FEDERAL HIGHWAY PROJECTS AS WELL AS FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS.
CULVERTS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 603.
CULVERT - PLAN VIEW
NO SCALE
SECTION VIEW A-A
NO SCALE
SECTION A-A
SECTION VIEW B-B
& TRENCH DETAILS
NOTE:
CONTRACTOR TO MEET
MINIMUM STANDARDS FOR
TRENCH AND EXCAVATION
CONSTRUCTION SAFETY SET
BY THE OCCUPATIONAL
SAFETY AND HEALTH
ADMINISTRATION (OSHA).
1 12 :1 MIN SLOPE1 12 : 1 MIN SLOPE
VERTICAL
LIMITS
BOTTOM OF TRENCH
NO SCALE
BEDDING MATERIAL
D
1' MIN. COVER
BACKFILL
SURFACE COURSE
BASE COURSE
SUBGRADE
ROAD SURFACE
HAUNCHS
BAND
NOTE:
1. CONTRACTOR COAT CUT SECTION OF CULVERT WITH GALVANIZED PAINT.
2. RIPRAP FOR THE EMBANKMENT SLOPES CAN BE GATHERED UP ALONG THE ROAD RIGHT-OF-WAY AS WELL AS
STOCKPILED DURING TRENCH EXCAVATION.
3. HUGGER BANDS SHALL BE USED JOIN TWO MANUFACTURED ENDS. DIMPLE BANDS SHALL BE USED ON SECTIONS OF
PIPE THAT HAVE BEEN CUT.
4. CONTRACTOR TO SET ASIDE ROCKS FOUND DURING CONSTRUCTION TO BE USED FOR RIPRAP ON UPSTREAM SIDE OF
CULVERT. DIAMETER OF ROCKS TO RANGE FROM 3-18 INCHES..
1' MIN. COVER
ROAD WAY
SHOULDERSHOULDER TRAVEL WAY
LOOSE ROCK
RIPRAP
SURFACE COURSE
BASE COURSE
SUBGRADE
BACKFILL
BEDDING MATERIAL
1.5' MIN.1.5' MIN.
2% MIN. SLOPE8% PREFERRED SLOPE
SIDE SLOPE OR FILL SLOPE
2:1 (H:V) MAX
3:1 (H:V) OR FLATTER
PREFERRED
6" 1'
COVER PROTRUDING
CULVERT (1' MIN. COVER)
SECTION B-B
FLOW
CULVERT
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
ROADWAY
SH
O
U
LD
ER
SH
O
U
LD
ERTRAVELED WAY
CLEARING WIDTH
X X
C
LE
AR
IN
G L
IM
IT
S, X
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/6/
:5 4 S
ON
EI
L N:
\W
OR
KI
NG
\K . L
LO
YD
\D 1\C
OV
E
MO
UN
TA
IN
R
ER
OU
TE
S
AN
D
MA
IN
TE
NA
NC
E\
AU
TO
CA
D\
CO
VE
M
OU
NT
AI
N
RE
RO
UT
E
AN
D
RE
CO
NS
TR
UC
TI
ON
_1
1-
-2
4.D W
G;
REGION 4
INTERMOUNTAIN REGION
COVE MOUNTAIN
REROUTES AND
MAINTENANCE
DIXIE NATIONAL FOREST
PINE VALLEY RANGER DISTRICT
DECOMMISSION DETAILS
08/28/2024
K. LLOYD
K. LLOYD
S. O'NEIL
D3 10 12
ROAD DECOMMISSION DETAILS
NO SCALE
NOTES:
1. RIP THE EXISTING ROADWAY TO A MINIMUM DEPTH OF 12".
2. REESTABLISH THE TOPOGRAPHY WITHIN THE CLEARING WIDTH TO MATCH EXISTING
CONDITIONS OUTSIDE OF THE CLEARING WIDTH.
3. PLACE A ROW OF BOULDERS AT THE BEGINNING AND ENDING OF THE DECOMMISSIONED
ROAD. BOULDERS TO BE A MINIMUM OF 36" IN DIAMETER AND SPACED NO FURTHER THAN
36" APART. COR TO FIELD LOCATE BOULDERS TO BE USED FOR BARRICADES. CONTRACTOR
TO SET ASIDE BOULDERS DURING CONSTRUCTION FOR COR APPROVAL.
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/6/
:5 4 S
ON
EI
L N:
\W
OR
KI
NG
\K . L
LO
YD
\D 1\C
OV
E
MO
UN
TA
IN
R
ER
OU
TE
S
AN
D
MA
IN
TE
NA
NC
E\
AU
TO
CA
D\
CO
VE
M
OU
NT
AI
N
RE
RO
UT
E
AN
D
RE
CO
NS
TR
UC
TI
ON
_1
1-
-2
4.D W
G;
REGION 4
INTERMOUNTAIN REGION
COVE MOUNTAIN
REROUTES AND
MAINTENANCE
DIXIE NATIONAL FOREST
PINE VALLEY RANGER DISTRICT
ROLLING DIP DETAILS
08/28/2024
K. LLOYD
K. LLOYD
S. O'NEIL
D4 11 12
PROFILE VIEW
NO SCALE
PERSPECTIVE VIEW
NO SCALE
GRADE
INSLOPE
OR
O
UTSLO
PE
0-25°
RIPRAP
ROLLING DIP
AVERAGE ROAD GRADE
ROLLING DIP
PROFILE VIEW DETAIL
NO SCALE
25-100 FT 20-40 FT 25-100 FT
AVERAGE ROAD GRADE 2-12%
REVERSE GRADE 3-6%
ARMOR DIP AND MOUND
SURFACE AS NEEDED WITH 2-6
INCHES OF AGGREGATE
RECOMMENDED MAXIMUM DISTANCE BETWEEN ROLLING DIP
CROSS DRAINS (FEET)
ROAD GRADE % LOW TO NONEROSIVE
SOILS EROSIVE SOILS
0 - 3 400 150 4 - 6 325 125 7 - 9 250 100
10 - 12 200 75 12+ 150 50
TYPE L (LOWBOY)
% GRADE
LENGTH (FT) DEPTH H (FT)
A B OUTSIDE
EDGE
INSIDE
EDGE
0 - 4 18 54 0.8 0.5 5 - 8 16 84 0.6 0.3
9 - 12 15 107 0.4 0.1 13+ 10 124 0.2 0.0
TYPE M (LOG TRUCK)
% GRADE
LENGTH (FT) DEPTH H (FT)
A B OUTSIDE
EDGE
INSIDE
EDGE
0 - 4 14 30 1.0 0.6 5 - 8 14 45 1.0 0.6
9 - 12 13 58 0.8 0.4 13+ 12 70 0.6 0.4
NOTES:
1. THE CROSS SLOPE OF THE ROADWAY SHALL BE MAINTAINED THROUGH THE DIP.
2. PLACE SURROUNDING ROCK ON OUTLET SLOPE (1FT DEEP MIN.).
3. FOR DIPS ON AGGREGATE SURFACE ROADS, REDUCE (H) DEPTH BY 0.2 FT.
4. ROLLING DIPS SHALL BE IN ACCORDANCE WITH SECTION 204.
5. ROLLING DIPS SHALL BE FIELD LOCATED BY THE COR.
FILLSLOPE
CUTSLOPE
BAAB
CREST DRAIN
LINE
H
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
MAINTENANCE SUMMARY
ROAD NUMBER ROAD NAME MAINTENANCE
TYPE
SPECIFICATION
SECTION
BEGINNING
STATION
ENDING
STATION
NUMBER OF
LANES
SURFACE
TYPE BASE TYPE SUBGRADE
TYPE
TRAVELED WAY
(FT) SHOULDER (FT) CLEARING
LIMITS (FT)
SECTION VIEW
(TYPE)
30343 COVE MOUNTAIN
ROAD
ROAD
RECONDITIONING 303 0+00 14+76 1 - SINGLE LANE NATIVE N/A N/A 12 1 2 VARIES
30343 COVE MOUNTAIN
ROAD
ROAD
RECONDITIONING 303 35+19 233+34 1 - SINGLE LANE NATIVE N/A N/A 12 1 2 VARIES
30010 HOLT CANYON
ROAD
ROAD
RECONDITIONING 303 0+00 208+93 2 - DOUBLE LANE NATIVE N/A N/A 12 1 2 VARIES
30011 NEW CASTLE - PINE
VALLEY ROAD
ROAD
RECONDITIONING 303 150+85 494+98 2 - DOUBLE LANE NATIVE N/A N/A 28 1 2 VARIES
CULVERT SUMMARY
ROAD NUMBER ROAD NAME STATION
CULVERT LENGTH
(FT) CULVERT SHAPE CULVERT
MATERIAL
CULVERT
SIZE/DIMENSIONS
(IN)
30343 COVE MOUNTAIN ROAD
NORTH REROUTE 1+00 40 ROUND GALVANIZED STEEL
PIPE 36
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/6/
:5 4 S
ON
EI
L N:
\W
OR
KI
NG
\K . L
LO
YD
\D 1\C
OV
E
MO
UN
TA
IN
R
ER
OU
TE
S
AN
D
MA
IN
TE
NA
NC
E\
AU
TO
CA
D\
CO
VE
M
OU
NT
AI
N
RE
RO
UT
E
AN
D
RE
CO
NS
TR
UC
TI
ON
_1
1-
-2
4.D W
G;
REGION 4
INTERMOUNTAIN REGION
COVE MOUNTAIN
REROUTES AND
MAINTENANCE
DIXIE NATIONAL FOREST
PINE VALLEY RANGER DISTRICT
SUMMARY SHEET
08/28/2024
K. LLOYD
K. LLOYD
S. O'NEIL
S1 12 12
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
| Cove Mountain Reroute and Reconstruction_11-06-2024-G1-COVERSHEET.pdf |
| Sheets and Views |
| G1-COVERSHEET |
| OLE1 |
| Sheet #2 |
| Sheets and Views |
| G2-GN & SOI |
| OLE1 |
| Sheet #3 |
| Sheets and Views |
| C1-Site Plan Overview - Cove Mountain |
| OLE1 |
| Sheet #4 |
| Sheets and Views |
| C2-Site Plan - North |
| OLE1 |
| Sheet #5 |
| Sheets and Views |
| C3-Site Plan - South |
| OLE1 |
| Sheet #6 |
| Sheets and Views |
| C4-Site Plan - Holt Canyon |
| OLE1 |
| Sheet #7 |
| Sheets and Views |
| C5-Site Plan Overview - New Castle - Pine Valley |
| OLE1 |
| Sheet #8 |
| Sheets and Views |
| D1- Typical Road Sections and Terms |
| OLE1 |
| Sheet #9 |
| Sheets and Views |
| D2 - Culvert Details |
| OLE1 |
| Sheet #10 |
| Sheets and Views |
| D3 - Decommission Details |
| OLE1 |
| Sheet #11 |
| Sheets and Views |
| D4-ROLLING DIP DETAILS |
| OLE1 |
| Sheet #12 |
| Sheets and Views |
| S1 - SUMMARY SHEET |
| OLE1 |
| 2024-11-06T09:06:57-0700 | |
| STEVEN ONEIL |
| 2024-11-06T09:12:28-0700 | |
| JOSEPH RECHSTEINER |
| 2024-11-08T09:41:28-0700 | |
| KEVIN WRIGHT |
File details come from the government source that posted it. Updated .