Exhibit IV FSSS DryBlue042324_Plans.pdf
PDF 5 MB Posted
- Attached to
- 127EAX24R0021 – Dry Blue Creek UTV Trail
- Solicitation number
- 127EAX24R0021
About this file
This document appears to be a Request for Proposals (RFP) solicitation for the Dry Blue UTV Trail Improvements project on the Gila National Forest in New Mexico. The work consists of rerouting sections of Trail 61 along Dry Blue Creek to remove unnecessary crossings, stabilize low-water crossings, and develop new crossings to reduce bank instability and improve safe OHV travel. The project is estimated to be between $100,000 to $250,000 and is a 100% Small Business Set-Aside. Responses are due by July 31, 2024 at 1:00 PM MDT. The solicitation will be conducted using a Best Value Tradeoff process, with technical factors more important than price. A site visit is scheduled for July 16, 2024. Award will be made to the offeror whose proposal meets or exceeds the requirements.
View the file
Other files
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
FOREST LOCATION MAP
PROJECT LOCATION MAP
TRAVEL DIRECTIONS:
SHEET OF
United States Department of Agriculture
Forest Service
DRY BLUE OHV
FROM THE FOREST SERVICE LUNA WORK CENTER TRAVEL 0.3 MILES SOUTH TO FSRD 366. TURN
RIGHT ON FSRD 366 AND TRAVEL 0.7 MILES TO US-180E. TURN LEFT ON US-180E AND TRAVEL 1.5 MILES
TO DRY BLUE RD. TURN RIGHT ON DRY BLUE RD. AND TRAVEL 3.0 MILES TO THE END OF THE ROAD
WHERE THE OHV TRAIL BEGINS.
TRAIL IMPROVEMENTS
APPROVED BY:
RECREATION, HERITAGE, ENGINEERING, LANDS AND MINERALS
DISTRICT RANGER
DATE
DATE
FOREST SUPERVISOR
DATE
4/2 3/2
4 1 2:
A
SP
AG
NA
D
:\E
NT
ER
PR
IS
E\
PR
OJ
EC
TS
\D
RY
B
LU
E\
DE
SI
GN
MA
IN
.D W
G;
NEW MEXICO
CATRON COUNTY
(R03) SOUTHWESTERN REGION
GILA NATIONAL FOREST
QUEMADO RANGER DISTRICT
INDEX OF SHEETS
SHEET SHEET TITLE DATE
1 COVERSHEET
2 LAYOUT
3 ESTIMATE OF QUANTITIES & GENERAL NOTES
TRAIL 61 SITE 4.5, 5.0, 6.0
TRAIL 61 SITE 3.6 (STATION 6+84), 3.8, 4.0
TRAIL 61 SITE 3.4, 3.4A (STA 1+50)
TRAIL 61 SITE 3.0, 3.1 TRIB (STA 2+41), 3.2
TRAIL 61 SITE 3.1 TRIB (STA 3+41) PLAN & PROFILE
TRAIL 61 SITE 3.1 TRIB (STA 3+41) TYPICALS
TRAIL 61 SITE 2.0 - COLYER, 2.0A - COLYER
11 TRAIL 61 SITE 1.0
12 FORD TYPICAL
13 DETAIL SHEET
LUNA WORK CENTER
GILA NATIONAL FOREST
4 FOREST CIRCLE DRIVE
LUNA, NM 87824
END OF ROAD,
BEGINNING OF FS OHV TRAIL
FIRST SITE 3.0 MILES
STREAM CROSSING
BEGIN CUT/FILL
END CUT/FILLMATCH EXISTING GROUND
CUT
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
4/2 3/2
4 1 2:
A
SP
AG
NA
D
:\E
NT
ER
PR
IS
E\
PR
OJ
EC
TS
\D
RY
B
LU
E\
DE
SI
GN
MA
IN
.D W
G;
R3
SOUTHWESTERN REGION
DRY BLUE OHV
TRAIL
IMPROVEMENTS
GILA NATIONAL FOREST
QUEMADO RANGER DISTRICT
LAYOUT
02/23/2024
A. SPAGNA
A. SPAGNA
X.XXX
2 13
TRAIL 61 SITE 3.4, 3.4A (STA 1+50)
SHEET 6
TRAIL 61 SITE 3.0, 3.1 TRIB (STA 2+41), 3.2
SHEET 7-9
TRAIL 61 SITE 4.5, 5.0, 6.0
SHEET 4
TRAIL 61 SITE 3.6 (STA 6+84), 3.8, 4.0
SHEET 5
TRAIL 61 SITE
2.0-COLYER,
2.0A-COLYER
SHEET 10
TRAIL 61 SITE 1.0
SHEET 11
1000 2000 4000 8000
FEET
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
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
4/2 3/2
4 1 2:
A
SP
AG
NA
D
:\E
NT
ER
PR
IS
E\
PR
OJ
EC
TS
\D
RY
B
LU
E\
DE
SI
GN
MA
IN
.D W
G;
R3
SOUTHWESTERN REGION
DRY BLUE OHV
TRAIL
IMPROVEMENTS
GILA NATIONAL FOREST
QUEMADO RANGER DISTRICT
ESTIMATE OF QUANTITIES
GENERAL NOTES
02/23/2024
A. SPAGNA
A. SPAGNA
X.XXX
3 13
SPECIFICATIONS: CONSTRUCT THE PROJECT IN COMPLIANCE WITH THE CURRENT USDA FOREST SERVICE STANDARD TRAIL PLANS AND SPECIFICATIONS
FOR THE DESIGN, CONSTRUCTION, AND MAINTENANCE OF NATIONAL FOREST SYSTEM TRAILS AND TRAIL BRIDGES.
LIMITS OF DISTURBANCE: EXTENTS 10-FT BEYOND THE TRIAL PRISM. ONLY CLEAR AND DISTURB THAT WHICH IS NECESSARY TO PERFORM THE WORK OF
THIS CONTRACT. OBTAIN WRITTEN APPROVAL FROM THE CO PRIOR TO EXCEEDING THESE LIMITS.
DISPOSAL: ANY EXCESS MATERIAL WILL BE DISPOSED AT LOCATIONS DESIGNATED AND APPROVED BY THE CO. DISPOSED MATERIAL WILL BE CONTOURED
TO BLEND WITH EXISTING SURFACE TOPOGRAPHY
TEMPORARY TRAFFIC CONTROL: SUBMIT A TEMPORARY TRAFFIC CONTROL PLAN TO THE CONTRACTING OFFICER FOR APPROVAL AT LEAST 30 DAYS PRIOR
TO INTENDED USE.
EXISTING UTILITIES: THERE ARE NO KNOWN UTILITIES AT THE SITE.
ROCK ARMOR SHALL BE BLENDED INTO EXISTING GROUND SURFACE ALONG MARGINS. THIS SHALL ENTAIL REDUCTION OF ROUGHNESS THROUGH
ARRANGING OF STONE INTO A FLATTENED SURFACE AND PLACEMENT OF NATIVE SOILS OVER ROCK MAT TO FILL VOIDS. FACE OF ROCK MAT SHALL BE IN
THE SAME PLANE AS FACE OF EXISTING GROUND.
SEED MIX:
GENERAL NOTES
ESTIMATE OF QUANTITIES
SITE 6.0 (SHEET 4)
· BLUE LINE SHOWS FLOW DIRECTION OF DRY BLUE.
· YELLOW LINE OUTLINES THE APPROXIMATE BOUNDARIES
OF THE PRIMARY OR LOWER BANK HARDENING OF THE
TRAIL. PRIMARY LEFT BANK LENGTH, 28 FT. PRIMARY
RIGHT BANK LENGTH, 14 FT.
· RED LINE OUTLINES THE APPROXIMATE BOUNDARIES FOR
THE SECONDARY OR UPPER BANK HARDENING OF THE
TRAIL. SECONDARY LEFT BANK LENGTH, 8 FT.
SECONDARY RIGHT BANK LENGTH, 13 FT.
· PLEASE NOTE THAT THE CHANNEL SHOULD NOT BE
DISTURBED OR HARDENED.
SITE SPECIFIC CONSTRUCTION NOTES & PHOTO DESCRIPTIONS
SITE 4.0 (SHEET 5)
· BLUE LINE SHOWS FLOW DIRECTION OF DRY BLUE.
· YELLOW LINE OUTLINES THE EXISTING CROSSING, SITE
4.0.
· THE SOLID RED LINE DELINEATES THE EXISTING ROUTE
OF TRAIL 61.
· THE DASHED RED LINE DELINEATES THE PROPOSED NEW
ROUTE OF TRAIL 61 THAT WOULD ELIMINATE THE SITE 4.0
CROSSING.
· WHEN CROSSING IS ELIMINATED, BANKS WILL BE
RESTORED TO BLEND AND MATCH THE GEOMETRY OF
THE UPSTREAM AND DOWNSTREAM BANKS.
SITE 5.0 (SHEET 4)
· BLUE LINE SHOWS FLOW DIRECTION OF DRY BLUE.
· YELLOW LINE OUTLINES THE APPROXIMATE BOUNDARIES
OF THE PRIMARY OR LOWER BANK HARDENING OF THE
TRAIL. PRIMARY LEFT BANK LENGTH, 20 FT. PRIMARY
RIGHT BANK LENGTH, 12 FT.
· RED LINE OUTLINES THE APPROXIMATE BOUNDARIES FOR
THE SECONDARY OR UPPER BANK HARDENING OF THE
TRAIL. SECONDARY LEFT BANK LENGTH, NO TREATMENT
NECESSARY. SECONDARY RIGHT BANK LENGTH, 13 FT.
· PLEASE NOTE THAT THE CHANNEL SHOULD NOT BE
DISTURBED OR HARDENED.
SITE 4.5 SEEP (SHEET 4)
· BLUE LINE SHOWS FLOW DIRECTION OF DRY BLUE
SEEP/SIDE CHANNEL.
· YELLOW LINE OUTLINES THE APPROXIMATE BOUNDARIES
OF THE PRIMARY OR LOWER BANK HARDENING OF THE
TRAIL. PRIMARY LEFT BANK LENGTH, 20 FT. PRIMARY
RIGHT BANK LENGTH, 20 FT.
· THERE ARE NO SECONDARY TREATMENTS AT THIS
LOCATION.
· THE DASHED RED LINE OUTLINES THE APPROXIMATE
BOUNDARIES OF THE SEEP TO BE FILLED WITH POROUS
MATERIAL. TREATMENT LENGTH, 23 FT.
SITE 3.6 (STATION 6+84) (SHEET 5)
· BLUE LINE SHOWS FLOW DIRECTION OF DRY BLUE.
· YELLOW LINE OUTLINES THE APPROXIMATE BOUNDARIES
OF THE PRIMARY OR LOWER BANK HARDENING OF THE
TRAIL. PRIMARY LEFT BANK LENGTH, 12 FT. PRIMARY
RIGHT BANK LENGTH, 12 FT.
· RED LINE OUTLINES THE APPROXIMATE BOUNDARIES FOR
THE SECONDARY OR UPPER BANK HARDENING OF THE
TRAIL. SECONDARY LEFT BANK LENGTH, 11 FT.
SECONDARY RIGHT BANK LENGTH (NOT SHOWN), 11 FT.
· PLEASE NOTE THAT THE CHANNEL SHOULD NOT BE
DISTURBED OR HARDENED.
SITE 3.4A (STATION 1+50) (SHEET 6)
· BLUE LINE SHOWS FLOW DIRECTION OF DRY
BLUE.
· YELLOW LINE OUTLINES THE APPROXIMATE
BOUNDARIES OF THE PRIMARY OR LOWER
BANK HARDENING OF THE TRAIL. PRIMARY
LEFT BANK LENGTH, 15 FT. PRIMARY RIGHT
BANK LENGTH, 15 FT.
· RED LINE OUTLINES THE APPROXIMATE
BOUNDARIES FOR THE SECONDARY OR
UPPER BANK HARDENING OF THE TRAIL.
SECONDARY LEFT BANK LENGTH, 10 FT.
SECONDARY RIGHT BANK LENGTH, 10 FT.
· PLEASE NOTE THAT THE CHANNEL SHOULD
NOT BE DISTURBED OR HARDENED.
SITE 3.2, DB3.0 (SHEET 7)
· BLUE LINE SHOWS FLOW DIRECTION OF DRY
BLUE.
· YELLOW LINE OUTLINES THE EXISTING
CROSSINGS, SITE 3.2 AND SITE 3.0.
· THE SOLID RED LINE DELINEATES THE
EXISTING ROUTE OF TRAIL 61.
· THE DASHED RED LINE DELINEATES THE
PROPOSED NEW ROUTE OF TRAIL 61 THAT
WOULD ELIMINATE THE SITE 3.2 AND SITE 3.0
CROSSINGS.
SITE 3.1-TRIB (STATION 2+41) (SHEET 7)
· BLUE LINE SHOWS FLOW DIRECTION OF
TRIBUTARY.
· THE DASHED RED LINE DELINEATES THE NEW
ROUTE OF TRAIL 61 AND WHERE IT CROSSES
THE TRIBUTARY (SITE 3.1-TRIB). THE SLOPES
AT THE TRIBUTARY WILL NEED TO BE PULLED
BACK TO AN APPROPRIATE GRADE OF OHV
USE.
· REROUTING TRAIL 61 TO THIS LOCATION WILL
ELIMINATE TWO EXISTING CROSSINGS ON DRY
BLUE CREEK (SITE 3.2, SITE 3.0).
SITE 1.0 (SHEET 11)
· BLUE LINE SHOWS FLOW DIRECTION OF DRY
BLUE.
· YELLOW LINE OUTLINES THE APPROXIMATE
BOUNDARIES OF THE PRIMARY OR LOWER
BANK HARDENING OF THE TRAIL. PRIMARY
LEFT BANK LENGTH, 20 FT. PRIMARY RIGHT
BANK LENGTH, 20 FT.
· RED LINE OUTLINES THE APPROXIMATE
BOUNDARIES FOR THE SECONDARY OR
UPPER BANK HARDENING OF THE TRAIL.
SECONDARY LEFT BANK LENGTH, 21 FT.
SECONDARY RIGHT BANK LENGTH, 14 FT.
· PLEASE NOTE THAT THE CHANNEL SHOULD
NOT BE DISTURBED OR HARDENED.
SPECIES LATIN NAME SEEDS PER SQFT
Prairie junegrass Koelera macrantha
Muttongrass Poa fendleriana
Mountain brome Bromus marginatus
Pine dropseed Blepharoneuron tricholepis
Mountain muhly Muhlenbergia montana
TOTAL 30 SEEDS / SQFT
IN-STREAM WORK WINDOW: NO SCHEDULE RESTRICTIONS. WE NEED TO CHECK WITH THE FOREST IF THERE ANY TIME PERIODS WORK CANNOT OCCUR.
HOURS OF OPERATION : NO WORK TO BE PERFORMED ON FEDERAL HOLIDAYS OR WEEKENDS UNLESS APPROVED BY THE CO.
NOXIOUS WEED CONTROL: ALL CONSTRUCTION EQUIPMENT SHALL BE CLEANED AND POWER WASHED AND FREE OF DIRT & DEBRIS PRIOR TO ENTRY ON
NATIONAL FOREST LANDS.
ARCHEOLOGICAL SITES: SHOULD ARCHEOLOGICAL OR PALENTOLOGICAL REMAINS OR SPECIMENS BE DISCOVERED, SUSPEND OPERATIONS AT THE
DISCOVERY SITE AND NOTIFY THE CO.
CLEARING: CLEARING LIMITS ARE 10 FEET BEYOND THE EDGE OF IMPROVEMENTS SHOWN. THE CO WILL IDENTIFY AND MARK:
· TREES NOT TO BE DISTURBED
· ALL OTHER UNMARKED TREES AND BRUSH TO BE SCATTERED PER SPECIFICATION 201. USE TREES AND BRUSH TO BLOCK
LOW-WATER CROSSINGS TO BE ABANDONED AND RESTORED AND ALONG THE SURFACE OF TRAILS ABANDONED AND RESTORED.
STAGING AREAS: STAGING AREAS SHALL BE APPROVED BY THE CO.
DEWATERING AND EROSION AND SEDIMENT CONTROL PLAN: SUBMIT BOTH DEWATERING AND EROSION AND SEDIMENT CONTROL PLANS TO THE CO FOR
APPROVAL AT LEAST 30 DAYS PRIOR TO BEGINNING THE WORK. SEE SECTIONS 157 AND 648 OF THE SUPPLEMENTAL SPECIFICATIONS FOR DETAILS. DO
NOT PUMP WATER FROM EXCAVATIONS DIRECTLY INTO THE LIVE STREAM. EROSION CONTROL DEVICES: LOCATIONS OF EROSION CONTROL DEVICES AND
SEDIMENT BASINS SHALL BE APPROVED BY THE CO. REFER TO SUPPLEMENT SPECIFICATION SECTION 157.
CONSTRUCTION OF NEW TRAIL: THE EVENTUAL TRAIL SURFACE IS INTENDED TO BE TWO-TRACK WITH VEGETATION BETWEEN THE WHEEL PATHS. MINIMAL
LOCAL GRADING IS ANTICIPATED. CONSTRUCTION TRAFFIC WILL PRIMARILY ESTABLISH THE NEW ROUTE.
RESTORATION OF ABANDONED TRAIL: RESTORATION INCLUDES REMOVING OBVIOUS EVIDENCE OF THE TRAIL
PRISM (E.G. CUT SLOPES) SCARIFYING THE SURFACE FOR SEEDING, BLOCKING ACCESS POINTS WITH WOOD AND
DEBRIS, AND RESTORING STREAM CROSSINGS.
GENERAL NOTES (CONT.)
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
4/2 3/2
4 1 2:
A
SP
AG
NA
D
:\E
NT
ER
PR
IS
E\
PR
OJ
EC
TS
\D
RY
B
LU
E\
DE
SI
GN
MA
IN
.D W
G;
R3
SOUTHWESTERN REGION
DRY BLUE OHV
TRAIL
IMPROVEMENTS
GILA NATIONAL FOREST
QUEMADO RANGER DISTRICT
TRAIL 61
SITE 4.5, 5.0, 6.0
02/23/2024
A. SPAGNA
A.SPAGNA
X.XXX
4 13
EXISTING TRAIL CROSSING TRAIL 61 SITE 5.0
STABILIZE, CONTOUR, HARDEN BANK APPROACHES
SEE TYPICAL, SHEET 12
N: 1006942.96
E: 2368816.08
. SITE 4.5 EXISTING TRAIL SEEP
FILL WITH POROUS, COARSE ROCK
SEE TYPICAL, SHEET 12 & DETAIL SHEET 13
N: 1006841.63
E: 2368722.33
D
R
Y
B
L
U
C
E
E
K
EXISTING OHV TRAIL 61
0 10 20 40 80
T
R
A
I
EXISTING TRAIL CROSSING SITE 6.0
STABILIZE, CONTOUR, HARDEN BANK APPROACHES
SEE TYPICAL, SHEET 12
N: 1007378.71
E: 2369238.14
NOTE:
ADD WOOD ALONG DOWNSTREAM SITE TO
KEEP TRAFFIC OUT OF MEADOW.
SEE GENERAL NOTES (SHEET 3)
FOR PHOTO DESCRIPTION
SEE GENERAL NOTES (SHEET 3)
FOR PHOTO DESCRIPTION
SEE GENERAL NOTES (SHEET 3)
FOR PHOTO DESCRIPTION
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
B
P
P
P
T
P
C
P
T
P
P
T
P
C
P
P
P T
: 9
.3
E P
: 1
.0
S
W
S
W
S
W
S
W
S
W
S W
C
C
C
C
C
Curve Table: Alignments
Curve #
C1
C2
C3
C4
C5
Radius
300.00
300.00
300.00
100.00
100.00
Length
149.82
98.74
119.21
51.11
63.41
Chord Direction
S30° 35' 26.50"W
S25° 42' 46.13"W
S23° 45' 28.23"W
S27° 00' 56.23"W
S23° 29' 32.42"W
Start Point
(2368030.48,1006157.54)
(2367905.44,1005860.15)
(2367855.00,1005760.52)
(2367786.92,1005559.27)
(2367679.63,1005419.45)
End Point
(2367955.03,1006029.91)
(2367862.79,1005771.59)
(2367807.29,1005652.13)
(2367763.95,1005514.23)
(2367654.78,1005362.27)
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
4/2 3/2
4 1 2:
A
SP
AG
NA
D
:\E
NT
ER
PR
IS
E\
PR
OJ
EC
TS
\D
RY
B
LU
E\
DE
SI
GN
MA
IN
.D W
G;
R3
SOUTHWESTERN REGION
DRY BLUE OHV
TRAIL
IMPROVEMENTS
GILA NATIONAL FOREST
QUEMADO RANGER DISTRICT
TRAIL 61
SITE 3.6 (STATION 6+84),
3.8, 4.0
02/23/2024
A. SPAGNA
A. SPAGNA
X.XXX
5 13
EXISTING CROSSING TRAIL 61 SITE 4.0
REMOVE EXISTING CROSSING AND RESTORE BANKS
SEE DETAIL ON SHEET 13
N: 1006182.24
E: 2367969.81
EXISTING CROSSING TRAIL 61 SITE 3.8
REMOVE EXISTING CROSSING AND RESTORE BANKS
SEE DETAIL ON SHEET 13
N: 1005806.44
E: 2367639.28
PROPOSED CROSSING SITE 3.6 (STA 6+84)
HARDENED BANK APPROACHES
SEE DETAIL ON SHEET 12
N: 1005576.89
E: 2367790.78
D
E
E
K
T
R
I
B
U
T
A
R
Y
END NEW TRAIL ALIGNMENT
TIE TO EXISTING
END EXISTING TRAIL RESTORATION
N: 1005362.27
E: 2367654.78
BEGIN TRAIL REALIGNMENT
TIE TO EXISTING
BEGIN EXISTING TRAIL RESTORATION
STA: 0+00.00
N: 1006192.07
E: 2368064.88
EXISTING OHV TRAIL 61
TO BE RESTORED
0 50 100 200 400
PROPOSED TRAIL 61 REALIGNMENT
T
R
A
SEE GENERAL NOTES (SHEET 3)
FOR PHOTO DESCRIPTION
SEE GENERAL NOTES (SHEET 3)
FOR PHOTO DESCRIPTION
TREAD
WIDTH 8'
MAX
C
L
NOTES:
1) NEW TRAIL ROUTE SHOULD BE MARKED AND APPROVED BY THE
CO.
2) TREES TO BE CUT WILL BE MARKED AND APPROVED BY THE CO.
3) NEW TRAIL TO BE A 2-TRACK WITH VEGETATION IN BETWEEN
TREAD PATHS.
4) MINIMAL LOCAL GRADING ANTICIPATED. CONSTRUCTION
TRAFFIC WILL PRIMARILY ESTABLISH NEW ROUTE.
TYPICAL OHV SECTION
STA 0+00 TO 9+43
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
P
P T
.5
P C
.9
P
S
W
S E
S
W
C
C
Curve Table: Alignments
Curve #
C9
C8
Radius
50.00
75.00
Length
46.37
71.47
Chord Direction
S21° 30' 21.80"W
S22° 14' 20.32"W
Start Point
(2367441.54,1004549.83)
(2367463.05,1004664.69)
End Point
(2367425.15,1004508.21)
(2367437.01,1004601.01)
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
4/2 3/2
4 1 2:
A
SP
AG
NA
D
:\E
NT
ER
PR
IS
E\
PR
OJ
EC
TS
\D
RY
B
LU
E\
DE
SI
GN
MA
IN
.D W
G;
R3
SOUTHWESTERN REGION
DRY BLUE OHV
TRAIL
IMPROVEMENTS
GILA NATIONAL FOREST
QUEMADO RANGER DISTRICT
TRAIL 61
SITE 3.4, 3.4A (STA 1+50)
02/23/2024
A. SPAGNA
A. SPAGNA
X.XXX
6 13
REMOVE EXISTING CROSSING TRAIL 61 SITE 3.4
REMOVE EXISTING CROSSING AND RESTORE BANKS
SEE DETAIL SHEET 13
N: 1004551.28
E: 2367313.94
PROPOSED CROSSING SITE 3.4A (STA 1+50)
HARDENED BANK APPROACHES
SEE TYPICAL, SHEET 12
N: 1004588.60
E: 2367435.36
END PROPOSED TRAIL 61 ALIGNMENT
TIE TO EXISTING
END EXISTING TRAIL 61 RESTORATION STA: 4+13.00
N: 1004392.67
E: 2367293.39
BEGIN PROPOSED TRAIL 61 REALIGNMENT
TIE TO EXISTING
BEGIN EXISTING TRAIL 61 RESTORATION
STA: 0+58.00
N: 1004671.67
E: 2367470.39
PROPOSED TRAIL 61 REALIGNMENT
D
E
E
K
0 20 40 80 160
EXISTING OHV TRAIL 61
TRAIL RESTORATION
SEE SHEET 13
T
R
I
A
SEE GENERAL NOTES (SHEET 3)
FOR PHOTO DESCRIPTION
SEE GENERAL NOTES (SHEET 3)
FOR PHOTO DESCRIPTION
TREAD
WIDTH 8'
MAX
C
L
NOTES:
1) NEW TRAIL ROUTE SHOULD BE MARKED
AND APPROVED BY THE CO.
2) TREES TO BE CUT WILL BE MARKED
AND APPROVED BY THE CO.
3) NEW TRAIL TO BE A 2-TRACK WITH
VEGETATION IN BETWEEN TREAD
PATHS.
4) MINIMAL LOCAL GRADING ANTICIPATED.
CONSTRUCTION TRAFFIC WILL
PRIMARILY ESTABLISH NEW ROUTE.
TYPICAL OHV SECTION
STA 0+58 TO 4+13
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
L
L
L
C10
C
P
C
P
P
P
T
Curve Table: Alignments
Curve #
C11
C10
Radius
100.00
100.00
Length
102.42
56.09
Chord Direction
N42° 22' 43.64"E
N87° 47' 23.25"E
Start Point
(2366428.23,1003645.26)
(2366226.90,1003594.89)
End Point
(2366494.28,1003717.65)
(2366282.22,1003597.03)
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
4/2 3/2
4 1 2:
A
SP
AG
NA
D
:\E
NT
ER
PR
IS
E\
PR
OJ
EC
TS
\D
RY
B
LU
E\
DE
SI
GN
MA
IN
.D W
G;
R3
SOUTHWESTERN REGION
DRY BLUE OHV
TRAIL
IMPROVEMENTS
GILA NATIONAL FOREST
QUEMADO RANGER DISTRICT
TRAIL 61
SITE 3.0, 3.1 TRIB (STA
2+41), 3.2
02/23/2024
A. SPAGNA
A.SPAGNA
X.XXX
7 13
REMOVE EXISTING CROSSING TRAIL 61 SITE 3.0 & 3.2
REMOVE EXISTING CROSSING AND RESTORE BANKS
SEE DETAIL SHEET 13
N: 1003713.92
E: 2366250.70
PROPOSED CROSSING SITE 3.1 TRIB (STA 2+41)
HARDENED BANK APPROACHES
SEE SHEETS 8 & 9
N: 1003612.60
E: 2366329.43
BEGIN PROPOSED TRAIL 61 ALIGNMENT
TIE TO EXISTING
BEGIN EXISTING TRAIL 61 RESTORATION
STA: 0+00.00
N: 1003626.59
E: 2366094.25
END PROPOSED TRAIL 61 REALIGNMENT
TIE TO EXISTING
END EXISTING TRAIL 61 RESTORATION
STA: 5+00.00
N: 1003767.67
E: 2366505.86
PROPOSED TRAIL 61 REALIGNMENT
D
E
E
K
0 20 40 80 160
EXISTING OHV TRAIL 61
TRAIL RESTORATION
T
R
A
I L
SEE GENERAL NOTES (SHEET 3)
FOR PHOTO DESCRIPTION
SEE GENERAL NOTES (SHEET 3)
FOR PHOTO DESCRIPTION
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
L2
P T
E L E
V A
T I O
N
F
E E
T
E L E
V A
T I O
N
F
E E
T
STATION (FEET)
DB-X3.1 NEWREALIGN PROFILE
1+80 1+90 2+00 2+10 2+20 2+40 2+50 2+60 2+70 2+80 2+90 3+00
.4
.4
PVI STA: 2+41.95
PVI ELEV: 6688.30
K: 1.17
LVC: 24.40
V
S
A
E
V
A
E
V
LP STA: 2+43.10
LP ELEV: 6688.93
PVI STA: 2+71.87
PVI ELEV: 6691.13
K: 3.38
LVC: 13.41
A
E
V
A
E
V
PVI STA: 1+92.15
PVI ELEV: 6693.99
K: 2.26
LVC: 25.84
A
E
V
A
E
V
STREAM CROSSING
BEGIN CUT/FILL
END CUT/FILL
MATCH EXISTING GROUND
CUT
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
4/2 3/2
4 1 2:
A
SP
AG
NA
D
:\E
NT
ER
PR
IS
E\
PR
OJ
EC
TS
\D
RY
B
LU
E\
DE
SI
GN
MA
IN
.D W
G;
R3
SOUTHWESTERN REGION
DRY BLUE OHV
TRAIL
IMPROVEMENTS
GILA NATIONAL FOREST
QUEMADO RANGER DISTRICT
TRAIL 61
SITE 3.1 TRIB (STA 3+41)
PLAN & PROFILE
02/23/2024
A. SPAGNA
A.SPAGNA
X.XXX
8 13
0 2.5 5 10 20
T
R
I
B
U
T
A
F
O
W
PROPOSED OHV TRAIL
SITE 3.1 TRIB (STA 3+41) CROSSING PLAN
SITE 3.1 TRIB (STA 3+41) CROSSING PROFILE
SECONDARY LEFT
10'
PRIMARY RIGHT
15'
PRIMARY LEFT
15'
SECONDARY RIGHT
10'
SECONDARY
LEFT
10'
PRIMARY
RIGHT
15'
PRIMARY
RIGHT
15'
SECONDARY
LEFT
10'
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
4/2 3/2
4 1 2:
A
SP
AG
NA
D
:\E
NT
ER
PR
IS
E\
PR
OJ
EC
TS
\D
RY
B
LU
E\
DE
SI
GN
MA
IN
.D W
G;
R3
SOUTHWESTERN REGION
DRY BLUE OHV
TRAIL
IMPROVEMENTS
GILA NATIONAL FOREST
QUEMADO RANGER DISTRICT
TRAIL 61
SITE 3.1 TRIB (STA 3+41)
TYPICALS
02/23/2024
A. SPAGNA
A.SPAGNA
X.XXX
9 13
2+10 TO 2+33
8' MIN
C
L
2.00 %
M
X
X
MATCH EXISTING SLOPE
2+47 TO 2+57
C
L
X
MATCH EXISTING SLOPE
0+00 TO 2+10
MATCH EXISTING
3+00 TO 5+03
2+57 TO 3+00
X
MATCH EXISTING SLOPE
C
L
MATCH EXISTING SLOPE
2.00 %
SITE 3.1 TRIB (STA 3+41) NEW CROSSING TYPICALS
8' MIN
8' MIN
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
W
S87°1 3'5
8"W
129.4 6'
S
W
S
W
C
C
C
Curve Table: Alignments
Curve #
C12
C13
C14
Radius
400.00
50.00
300.00
Length
281.19
14.13
221.08
Chord Direction
S67° 05' 39.85"W
S79° 08' 13.76"W
S49° 55' 47.63"W
Start Point
(2360960.05,999897.60)
(2360577.02,999784.15)
(2360458.77,999745.62)
End Point
(2360706.34,999790.40)
(2360563.19,999781.49)
(2360293.39,999606.51)
P
P C
P
P T
P
P
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
4/2 3/2
4 1 2:
A
SP
AG
NA
D
:\E
NT
ER
PR
IS
E\
PR
OJ
EC
TS
\D
RY
B
LU
E\
DE
SI
GN
MA
IN
.D W
G;
R3
SOUTHWESTERN REGION
DRY BLUE OHV
TRAIL
IMPROVEMENTS
GILA NATIONAL FOREST
QUEMADO RANGER DISTRICT
TRAIL 61
SITE 2.0 - COLYER, 2.0A -
COLYER
02/23/2024
A.SPAGNA
A.SPAGNA
X.XXX
10 13
END PROPOSED TRAIL 61 ALIGNMENT
TIE TO EXISTING
END EXISTING TRAIL 61 RESTORATION STA: 9+00.00
N: 999567.48
E: 2360277.47
BEGIN PROPOSED TRAIL 61 REALIGNMENT
TIE TO EXISTING
BEGIN EXISTING TRAIL 61 RESTORATION STA: 0+00.00
N: 999896.58
E: 2360958.95
PROPOSED TRAIL 61 REALIGNMENT
D R
Y B
LU
E
C R
E E
K
0 30 60 120 240
EXISTING OHV TRAIL 61
TRAIL RESTORATION
REMOVE EXISTING CROSSING TRAIL 61 SITE 2.0 - COLYER
REMOVE EXISTING CROSSING AND RESTORE BANKS
SEE DETAIL SHEET 13
N: 999837.67
E: 2360493.59
T
R
A
PROPOSED CROSSING STA 5+20.00
SITE 2.0A-COLYER
HARDENED BANK APPROACHES
SEE DETAIL SHEET 12
N: 999784.133
E: 2360578.154
TREAD
WIDTH 8'
MAX
C
L
NOTES:
1) NEW TRAIL ROUTE SHOULD BE MARKED AND APPROVED BY
THE CO.
2) TREES TO BE CUT WILL BE MARKED AND APPROVED BY THE
CO.
3) NEW TRAIL TO BE A 2-TRACK WITH VEGETATION IN BETWEEN
TREAD PATHS.
4) MINIMAL LOCAL GRADING ANTICIPATED. CONSTRUCTION
TRAFFIC WILL PRIMARILY ESTABLISH NEW ROUTE.
TYPICAL OHV SECTION
STA 0+00 TO 9+00
NO WORK TO BE DONE
WITHIN HATCHED BOUNDARY.
AREA WILL BE FLAGGED BEFORE
CONSTRUCTION BEGINS
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
4/2 3/2
4 1 2:
A
SP
AG
NA
D
:\E
NT
ER
PR
IS
E\
PR
OJ
EC
TS
\D
RY
B
LU
E\
DE
SI
GN
MA
IN
.D W
G;
R3
SOUTHWESTERN REGION
DRY BLUE OHV
TRAIL
IMPROVEMENTS
GILA NATIONAL FOREST
QUEMADO RANGER DISTRICT
TRAIL 61
SITE 1.0
02/23/2024
A.SPAGNA
A.SPAGNA
X.XXX
11 13
EXISTING CROSSING TRAIL 61 SITE 1.0
HARDENED BANK APPROACHES
SEE TYPICAL, SHEET 12
N: 998085.15
E: 2359048.03
D
E
E
K
0 30 60 120 240
EXISTING OHV TRAIL 61
T
R
A
SEE GENERAL NOTES (SHEET 3)
FOR PHOTO DESCRIPTION
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
4/2 3/2
4 1 2:
A
SP
AG
NA
D
:\E
NT
ER
PR
IS
E\
PR
OJ
EC
TS
\D
RY
B
LU
E\
DE
SI
GN
MA
IN
.D W
G;
R3
SOUTHWESTERN REGION
DRY BLUE OHV
TRAIL
IMPROVEMENTS
GILA NATIONAL FOREST
QUEMADO RANGER DISTRICT
FORD TYPICAL
02/23/2024
A. SPAGNA
A.SPAGNA
X.XXX
12 13
F L O
W
A
A
C
L
STREAM
FORD
WIDTH
BACKFILL WITH
SUITABLE MATERIAL
SECTION A-A
SECONDARY
LEFT
PRIMARY
LEFT
STREAM CHANNEL
PRIMARY
RIGHT
SECONDARY
RIGHT
VIEW DOWNSTREAM
ROCK SIZE X
LAYER
THICKNESS Y
(TYP.)
PRIMARY
LEFT
SECONDARY
LEFT
PRIMARY
RIGHT
BEGIN/END
FORD WIDTH
TO DAYLIGHT
BEGIN/END
FORD WIDTH
TO DAYLIGHT
BANK ARMORING
AS SPECIFIED
FORD TYPICAL
BEGIN/END
FORD WIDTH
TO DAYLIGHT
BANK ARMORING
AS SPECIFIED
BURY SIDE RETAINER
PERPENDICULAR TO
TREAD SURFACE
BEGIN/END
FORD WIDTH
TO DAYLIGHT
RETAINER TYPE
AS SPECIFIED
BANK ARMORING
AS SPECIFIED
BOTTOM OF BANK
NO WORK TO BE DONE
IN CHANNEL. STREAM BOTTOM
TO REMAIN NATURAL
LOWER TRAIL SURFACE OF EXISTING
FORD OR THE EXCAVATION DEPTH OF
NEW FORD TO BE CONSTRUCTED
UNDISTURBED SURFACE ADJACENT
TO THE EXISTING FORD OR THE NEW
FORD TO BE CONSTRUCTED
CONSTRUCTION NOTES, EXISTING FORDS:
1. THE PRIMARY TREATMENT SECTION OF THE FORD SHOULD HAVE A SLOPE LESS THAT 20 PERCENT
(1V:5H). IF THE SLOPE IS GREATER THAN 20 PERCENT, THE SLOPE WILL NEED TO PULLED BACK UNTIL
THE SLOPE IS LESS THAN 20 PERCENT BEFORE CONSTRUCTING THE FORD.
2. PRIMARY TREATMENT ROCK SHOULD BE PLACED AT A MINIMUM DEPTH OF 1 FOOT ALONG THE TRAIL
COMPARED TO THE ADJACENT UNDISTURBED SURFACES. WHEN EXISTING TRAIL DEPTHS ARE LESS
THAN 1 FOOT, THE TRAIL SURFACE SHOULD BE LOWERED TO THE MINIMUM DEPTH OF 1 FOOT
WITHOUT DISTURBING OR IMPACTING THE ADJACENT VEGETATED SURFACES.
3. THE TOE OF THE PRIMARY TREATMENT SHOULD EXTEND TO THE BASE OF THE BANK BE IN ALIGNMENT
WITH THE UNDISTURBED TOE LINE OF THE CHANNEL BANKS UPSTREAM AND DOWNSTREAM OF THE
FORD.
4. PRIMARY TREATMENT ROCK MATERIAL SHOULD OVERLAP AND THE PLACED MATERIAL SHOULD BE
COMPACTED. THE VOIDS BETWEEN THE LARGER PARTICLES SHOULD BE FILLED WITH THE SMALLER
MATERIAL. PARTICLES AT THE TRAIL SURFACE SHOULD BE EMBEDDED SO THAT 70-80 PERCENT OF
THE PARTICLE IS BURIED.
5. THE SECONDARY TREATMENT ROCK SHOULD BE PLACED AT A MINIMUM DEPTH OF 4 INCHES ALONG
THE TRAIL COMPARED TO THE ADJACENT UNDISTURBED SURFACES. WHEN EXISTING TRAIL DEPTHS
ARE LESS THAN 4 INCHES, THE TRAIL SURFACE SHOULD BE LOWERED TO THE MINIMUM DEPTH OF 4
INCHES WITHOUT DISTURBING OR IMPACTING THE ADJACENT VEGETATED SURFACES.
6. THE SECONDARY TREATMENT ROCK MATERIAL SHOULD BE COMPACTED.
CONSTRUCTION NOTES, NEW FORDS:
7. THE CONSTRUCTION OF THE PRIMARY AND SECONDARY TREATMENTS FOR NEW FORDS ARE THE
SAME AS DESCRIBED IN STEPS 1-6 EXCEPT THAT THE NEW TRAIL WILL NEED TO BE EXCAVATED TO A
MINIMUM DEPTH OF 1 FOOT BELOW THE ADJACENT SURFACE FOR THE PRIMARY TREATMENT SECTION
AND A MINIMUM DEPTH OF 4 INCHES BELOW THE ADJACENT SURFACE FOR THE SECONDARY
TREATMENT SECTION.
8. MATERIAL EXCAVATED TO CONSTRUCT THE NEW FORDS SHOULD BE STOCKPILED AND USED TO
RESTORE THE SURFACES OF THE DECOMMISSIONED TRAILS AND FORDS.
9. TREES REMOVED TO CONSTRUCT THE NEW FORDS AND NEW TRAIL ROUTES SHOULD BE MARKED AND
APPROVED BY THE CO BEFORE REMOVAL. THE TREES SHOULD BE STOCKPILED AND USED TO
RESTORE THE SURFACES OF THE DECOMMISSIONED TRAILS AND FORDS.
TREATMENT TYPE, LOCATION, AND LENGTH
SITE NUMBER
SECONDAR
Y UPPER
LEFT BANK
LENGTH
(FT)
PRIMARY
LOWER LEFT
BANK
LENGTH (FT)
MAIN
CHANNEL
LENGTH (FT)
PRIMARY
LOWER
RIGHT BANK
LENGTH (FT)
SECONDARY
UPPER
RIGHT BANK
LENGTH (FT)
SITE 6.0 (EXISTING)
8 28 NO WORK 14 13
SITE 5.0 (EXISTING)
NO WORK 20 NO WORK 12 13
SITE 4.5 SEEP
(EXISTING)
NO WORK 20 23 20 NO WORK
SITE 3.6 (NEW)
11 12 NO WORK 12 11
SITE 3.4A (NEW)
10 15 NO WORK 10 10
SITE 3.1 TRIB (NEW)
10 15 NO WORK 15 10
SITE 2.0 COLYER
(NEW)
10 10 NO WORK 10 10
SITE 1.0 (EXISTING)
21 20 NO WORK 20 14
GRADATION SPECIFICATIONS, PRIMARY
TREATMENTS AND MAIN CHANNEL (SITE
4.5 SEEP ONLY)
PERCENT FINER
PARTICLE SIZE RANGE
MINIMUM(IN) MAXIMUM (IN)
D100
7.1 8.9
D84
5.8 6.8
D50
4.2 5.1
D16
2.7 3.9
GRADATION SPECIFICATIONS,
SECONDARY TREATMENTS
3-INCH MINUS
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
4/2 3/2
4 1 2:
A
SP
AG
NA
D
:\E
NT
ER
PR
IS
E\
PR
OJ
EC
TS
\D
RY
B
LU
E\
DE
SI
GN
MA
IN
.D W
G;
R3
SOUTHWESTERN REGION
DRY BLUE OHV
TRAIL
IMPROVEMENTS
GILA NATIONAL FOREST
QUEMADO RANGER DISTRICT
DETAIL SHEET
02/23/2024
A. SPAGNA
A.SPAGNA
X.XXX
13 13
C
L
SEEP
PONDING DUE TO SEEP
FILL LOW SPOT WITH 10" MAX DEPTH
OF CRUSHED AGGREGATE. MATCH TRAIL WIDTH.
EXISTING TRAIL SURFACE
20'
DETAILS SHEETDRY BLUE SITE 4.5 SEEP REPAIR DETAIL
ADD SLASH, LOGS, BOULDERS TO
BLOCK EXISTING CROSSING.
SEED EXISTING ROAD BED
PRIMARY TREATMENT
RIGHT BANK
PRIMARY TREATMENT
LEFT BANK
TRAIL OBLITERATION - TYPICAL
CUT
FILL
FINISHED GROUND
EXISTING GROUND
10' MAX EXISTING ROAD 10' MAX
BANK RESTORATION DETAIL FOR DECOMMISSIONED LOW-WATER CROSSING
NOTES:
1. THIS DETAIL APPLIES FOR TRAILS BEING DECOMMISSIONED THAT HAVE DEEP
RUTTING
2. OBLITERATE TRAIL WHERE INDICATED TO APPROXIMATE ORIGINAL GROUND
CONTOURS
3. SCARIFY EXISTING TRAIL SURFACE
4. SOIL AND MATERIAL GENERATED FROM THE CONSTRUCTION OF NEW
LOW-WATER CROSSINGS CAN BE USED TO FILL EXISTING TRAIL SURFACES.
5. SCATTER LOGS AND SLASH ON EXISTING TRAIL SURFACES.
6. BLOCK JUNCTIONS BETWEEN OLD AND NEW TRAILS WITH EXCESS LOGS, BRUSH,
AND SLASH.
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
| Sheets and Views |
| 1 COVER |
| OLE1 |
| 2 LAYOUT |
| OLE1 |
| 3 ESTIMATE OF QUANTITIES & GN |
| OLE1 |
| 4 DB-X5 |
| OLE1 |
| 5 DB-X4 |
| OLE1 |
| 6 DB-3.4 |
| OLE1 |
| 7 DB-3.1 |
| OLE1 |
| 8 DB-3.1 Plan Profile |
| OLE1 |
| 9 DB 3.1 TYPS |
| OLE1 |
| 10 DB-2.0 |
| OLE1 |
| 11 DB-1.0 |
| OLE1 |
| 12 FORD TYPICAL |
| OLE1 |
| 13 SEEP DETAIL |
| OLE1 |
File details come from the government source that posted it. Updated .