A1_AttachmentB_NFSR374_ConstructionDrawings_240822b.pdf
PDF 2 MB Posted
- Solicitation number
- 127EAX24Q0045
About this file
This document appears to be a set of construction drawings for the Southwestern NFSR 374 Improvements project in the Prescott National Forest Bradshaw Ranger District. The key details are:
The project involves full-depth reclamation, repaving, restriping, and drainage improvements to NFSR 374 (Granite Basin Road) and the adjacent Playa Day Use area and Wekuvde Picnic Site. It also includes construction of a new fee lane near the Cayuse Equestrian recreation site. The drawings provide detailed information on the proposed construction activities, including milling, paving, pavement markings, culvert installation, grading, and drainage. The project is located in Prescott, Arizona, and is being managed by the USDA Forest Service Southwestern Region. A site visit has been scheduled for August 14, 2024, and the solicitation deadline is September 12, 2024 at 1:00 pm PT. This is a small business set-aside project with a total estimated value between $1,000,000 and $5,000,000.
View the file
Other files
Show all 26
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
SIGN 1W
ACCESSIBLE PAVEMENT MARKING
MILL AND REPAVE PATH,
26 LF AT 5' WIDE
MILL AND REPAVE PATH,
63 LF AT 5' WIDE
EXISTING "DO NOT ENTER"
SIGN TO REMAIN
REMOVE ACCESSIBLE SIGNS
AND POSTS
ASPHALT SECTION
WITH SAFETY EDGE
C-17
C-17
STRIPED PULL-
THRU PARKING;
10' X 25' (TYP.)
TYPICAL PARKING
STALL, 10'X20'
PAINTED TRAFFIC
ARROW (TYP.)
C-17
C-17
C-17
BEGIN FDR, RESHAPING, REPAVING,
AND DOUBLE-YELLOW STRIPING
OF NFSR 374, MOVING EAST. INSTALL VALVE RISERS
SO THAT VALVE LIDS ARE
FLUSH WITH NEW
PAVEMENT GRADE
C-17
C-17
C-17
C-17
PAVEMENT MARKING;
PARKING, 4", WHITE (TYP.)
PAVEMENT MARKING,
AISLE, 4", YELLOW (TYP.)
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
6/6 /24
5:
R
IC
HA
RD
PO
LA
NC
O C:
\U
SE
RS
\R
IC
HA
RD
PO
LA
NC
O\
BO
X\
RA
MP
CH
AR
TE
RT
EA
M- W
OR
KI
NG
FO
LD
ER
S\
RA
MP
MS
ST
EA
M\
MS
S_
PR
OJ
EC
TS
UP
PO
RT
_W
OR
KI
NG
DO
CS
\P
RE
SC
OT
T\ W
OR
KI
NG
GR
AN
IT
E
BA
SI
N
MI
NG
US
M
OU
NT
AI
N
RO
AD
S\
CA
D
FI
LE
S\
_G
RA
NI
TE
BA
SI
N\ W
OR
KI
NG
_C
1- C1
0_
NF
SR
4_
DI
TC
HG
RA
DI
NG
.D
W G; R03
SOUTHWESTERN
NFSR 374
IMPROVEMENTS
PRESCOTT NATIONAL
FOREST
BRADSHAW RANGER DISTRICT
WEKUVDE PICNIC SITE
PLAN AND STRIPING
07/01/2024
R. POLANCO
R. POLANCO
T. WEBER
C-03 007 030
SHEET NOTES
1. FULL DEPTH RECLAMATION EXISTING PAVEMENT AS
SHOWN, PER SECT. 304. REGRADE AND RESHAPE FOR
POSITIVE DRAINAGE. COMPACT PER 304.07. PLACE
AGGREGATE BASE AND NEW ASPHALT PER SECT. 301
AND 403.
2. MILL AND REPAVE PATHS AS SHOWN, PER 413 AND 403.
3. PAVEMENT MARKINGS SHALL BE TYPE B,
WATERBORNE TRAFFIC PAINT WITH TYPE 1 GLASS
BEADS, PER SECT. 634.
4. REMOVE AND RE-INSTALL EXISTING COMPOSITE
WHEEL STOPS.
5. INSTALL NEW COMPOSITE WHEEL STOPS. MATCH
EXISTING TYPE, MATERIAL, AND DIMENSIONS.1
KEYED NOTES
1 RESHAPE AND FINAL GRADE
ACCESSIBLE WALKWAY PRIOR
TO PAVING TO MEET THE
FOLLOWING CRITERIA:
- RUNNING SLOPE OF 5%
OR LESS FOR ANY
DISTANCE.
- RUNNING SLOPE OF UP
TO 8.33% FOR 50'
SEGMENTS.
- CROSS SLOPE 2% OR
LESS FOR PAVED
SURFACES.
Feet 0 30 60
SHEET NOTES
1. **OPTION ITEM** ONE (1) ROLL OF TYPE 2 GEOGRID,
FURNISHED AND INSTALLED, 341 SQUARE YARD
INCREMENT (1 ROLL), TENSAR BX1200 OR EQUAL, FOR
SOFT AREAS OF THE NFSR 374 AS A RESULT OF
RECLAIMING.
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
R10'
R37'-4"
R
R10'
R3 5'
R5 1'
-2
R3 5'
R3 5'12
'-3
R51'-2"
R35'
46'-4"
' 31'-11"
40'-5"
SIGN 1F
SIGN 2F
SIGN 3F
SIGN 4F SIGN 5F
PAINTED TRAFFIC
ARROW (TYP.)
C-17
SIGN 6F
SIGN 7F
18" CULVERT, 30LF,
WITH RIPRAP OUTLET
PROTECTION
C-21
C-21
START FEE LANE
AT THE ROADSIDE
PONDEROSA. TREE
TO REMAIN IN PLACE
3" ASPHALT FEE LANE, 2' SHOULDERS,
DITCH (EAST SIDE)
C-18
C-18
C-18
NEW FEE STATION, CONC.
PAD, AND 6" BOLLARDS (2)
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 /24
0:
R
IC
HA
RD
PO
LA
NC
O C:
\U
SE
RS
\R
IC
HA
RD
PO
LA
NC
O\
BO
X\
RA
MP
CH
AR
TE
RT
EA
M- W
OR
KI
NG
FO
LD
ER
S\
RA
MP
MS
ST
EA
M\
MS
S_
PR
OJ
EC
TS
UP
PO
RT
_W
OR
KI
NG
DO
CS
\P
RE
SC
OT
T\ W
OR
KI
NG
GR
AN
IT
E
BA
SI
N
MI
NG
US
M
OU
NT
AI
N
RO
AD
S\
CA
D
FI
LE
S\
_G
RA
NI
TE
BA
SI
N\ W
OR
KI
NG
_C
1- C1
0_
NF
SR
4_
DI
TC
HG
RA
DI
NG
.D
W G; R03
SOUTHWESTERN
NFSR 374
IMPROVEMENTS
PRESCOTT NATIONAL
FOREST
BRADSHAW RANGER DISTRICT
FEE LANE
SITE AND SIGN PLAN
07/01/2024
R. POLANCO
R. POLANCO
T. WEBER
C-04 008 030
Feet 0 20 40
FEE LANE EARTHWORK
VOLUME LOCATION
TOTAL EXCAVATION
CUT (-)
(CY)
FILL (+)
(CY)
TOTAL
FILL / CUT
(CY)
ISLAND 25.84 8.14 (-) 17.70
DITCH GRADING EAST 53.09 24.01 (-) 29.09
FEE LANE TO SUBGRADE 64.77 20.75 (-) 44.02
TOTAL EXCESS FILL / CUT (+) 90.81
SHEET NOTES
1. SPREAD EXCESS FILL ONSITE,
FLATTENING DAYLIGHT SLOPES ON EAST
AND FILLING IN HOLES AS A RESULT OF
TREE REMOVALS.
2. EXCESS FILL MAY BE USED AT OTHER
LOCATIONS FOR NATIVE FILL (SUCH AS
PLAYA EROSION CONTROL, OR JERSEY
BARRIER REPAIRS).
3. PLACE 6" WHITE PAVEMENT MARKING
ON EAST AND WEST EDGE OF NEW FEE
LANE PAVEMENT.
KEYED NOTES
1 RELOCATE "HORSE TRAILER"
PARKING SIGN, TWO-POST
2 RELOCATE WARNING SIGN,
RIGHT TURN UPCOMING,
SINGLE POST
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
1+
2+00
2+23MATCH EXISTING
PAVE ~5742.83
PAVE = 5744.65
PRC / GB
PAVE = 5746.12
POC / GB
18" CULVERT
INVERT = 5744.50
18" CULVERT
INVERT = 5744.00
PAVE = 5747.23
PC / GB
PAVE = 5747.12
GB
PAVE = 5748.60
GB
PAVE = 5748.55
PC / GB
MATCH EXISTING
PAVE ~5744.80
PAVE = 5745.88
PC / GB
PAVE = 5746.88
PC / GB
PAVE = 5748.36
PC / GB
FEE STATION
CONC PAD AND
BOLLARDS
-1.0%
-2.0%
-2 .0
-2 .0
-0.0%
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 /24
0:
R
IC
HA
RD
PO
LA
NC
O C:
\U
SE
RS
\R
IC
HA
RD
PO
LA
NC
O\
BO
X\
RA
MP
CH
AR
TE
RT
EA
M- W
OR
KI
NG
FO
LD
ER
S\
RA
MP
MS
ST
EA
M\
MS
S_
PR
OJ
EC
TS
UP
PO
RT
_W
OR
KI
NG
DO
CS
\P
RE
SC
OT
T\ W
OR
KI
NG
GR
AN
IT
E
BA
SI
N
MI
NG
US
M
OU
NT
AI
N
RO
AD
S\
CA
D
FI
LE
S\
_G
RA
NI
TE
BA
SI
N\ W
OR
KI
NG
_C
1- C1
0_
NF
SR
4_
DI
TC
HG
RA
DI
NG
.D
W G; R03
SOUTHWESTERN
NFSR 374
IMPROVEMENTS
PRESCOTT NATIONAL
FOREST
BRADSHAW RANGER DISTRICT
FEE LANE
GRADING AND
DRAINAGE PLAN
07/01/2024
R. POLANCO
R. POLANCO
T. WEBER
C-05 009 030
Feet 0 10 20
SHEET NOTES
1. FEE STATION CONCRETE PAD ELEVATION TO MATCH
ADJACENT PAVEMENT ELEVATION. REFER TO SHEETS
C-23 TO C-26 FOR FEE STATION MANUFACTURER
DRAWINGS AND SPECIFICATIONS.
2. BOLLARDS (2) SHALL BE 6" DIAMETER. INSTALL 1' FROM
EAST CONCRETE PAD CORNERS, ON CENTER, AND PER
DETAIL 4, SHEET C-19.
3. FEE STATION WILL BE GOVERNMENT-FURNISHED AND
INSTALLED BY THE CONTRACTOR. IT WILL NOT NEED
HARD-WIRED UTILITIES. IT WILL INCLUDE THE SOLAR
HARDWARE AND CELL BOOSTER OPTIONS.
4. FINAL CULVERT LOCATION TO BE APPROVED BY
GOVERNMENT. STAKE INLET AND OUTLET TO AVOID
TREES TO THE MOST PRACTICABLE EXTENT. THE INLET
LOCATION REQUIRES RESHAPING AND REGRADING OF
THE AREA SUCH THAT ALL WATER IN THE ISLAND FLOWS
TO THE CULVERT.
KEYED NOTES
1 RESHAPE AND GRADE AREA
TO CULVERT INLET. PROTECT
TREES IN IMMEDIATE AREA.
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
0+
0+
1+
PAVE = 5748.60
GB
MATCH EXISTING
PAVE ~5747.25
PAVE = 5746.77
GB
PAVE = 5748.55
PC / GB
PAVE = 5748.10
POC / GB
PAVE = 5747.55
PRC / GB
PAVE = 5746.76
POC / GB
PAVE = 5746.74
PC / GB
MATCH EXISTING
PAVE ~5746.38 MATCH EXISTING
PAVE ~5747.00
MATCH EXISTING
PAVE ~5746.91
PAVE = 5746.71
PC / GB
PAVE = 5746.93
PC / GB
PAVE = 5747.03
PC / GB
PAVE = 5748.36
PC / GB
PAVE = 5748.10
PC / GB
PAVE = 5747.24
POC
PAVE = 5748.23
POC
-0 .7
-0.8%
-2 .4
-1 .2
574857475748
48 5749
57485747 57465747
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 /24
0:
R
IC
HA
RD
PO
LA
NC
O C:
\U
SE
RS
\R
IC
HA
RD
PO
LA
NC
O\
BO
X\
RA
MP
CH
AR
TE
RT
EA
M- W
OR
KI
NG
FO
LD
ER
S\
RA
MP
MS
ST
EA
M\
MS
S_
PR
OJ
EC
TS
UP
PO
RT
_W
OR
KI
NG
DO
CS
\P
RE
SC
OT
T\ W
OR
KI
NG
GR
AN
IT
E
BA
SI
N
MI
NG
US
M
OU
NT
AI
N
RO
AD
S\
CA
D
FI
LE
S\
_G
RA
NI
TE
BA
SI
N\ W
OR
KI
NG
_C
1- C1
0_
NF
SR
4_
DI
TC
HG
RA
DI
NG
.D
W G; R03
SOUTHWESTERN
NFSR 374
IMPROVEMENTS
PRESCOTT NATIONAL
FOREST
BRADSHAW RANGER DISTRICT
FEE LANE
GRADING AND
DRAINAGE PLAN
07/01/2024
R. POLANCO
R. POLANCO
T. WEBER
C-06 010 030
Feet 0 10 20
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
0+
0+
1+ 001+
2+00
2+23
1 14
POINT TABLE
POINT #
NORTHING
1312796.92
1312804.48
1312810.49
1312813.58
1312819.43
1312826.76
1312830.60
1312843.66
1312856.89
1312862.27
1312869.69
1312874.99
1312877.92
1312881.50
1312892.93
1312907.02
1312908.71
1312927.83
1312947.12
1312951.97
1312965.63
1312979.06
EASTING
513598.22
513603.23
513610.01
513614.56
513621.20
513626.15
513628.08
513634.32
513640.20
513643.08
513649.60
513657.94
513663.48
513668.62
513679.22
513685.88
513686.39
513691.64
513696.21
513697.24
513698.21
513695.52
ELEVATION
5747.25
5747.14
5747.03
5746.93
5746.82
5746.71
5746.77
5746.76
5746.74
5746.76
5747.16
5747.55
5747.83
5748.10
5748.32
5748.55
5748.60
5747.86
5747.12
5747.23
5746.68
5746.12
DESCRIPTION
MATCH PAVE
PAVE POC
PAVE PC/GB
PAVE PC/GB
PAVE POC
PAVE PC/GB
PAVE
PAVE POC
PAVE PC/GB
PAVE POC/GB
PAVE POC
PAVE PRC/GB
PAVE POC
PAVE POC/GB
PAVE POC
PAVE PC/GB
PAVE GB
PAVE
PAVE GB
PAVE PC/GB
PAVE POC
PAVE POC/GB
POINT TABLE
POINT #
NORTHING
1312990.74
1313000.58
1313013.50
1313029.10
1312971.28
1312979.36
1312974.07
1312962.16
1312930.80
1312912.09
1312906.23
1312900.88
1312896.22
1312892.39
1312890.86
1312892.96
1312897.93
1312903.96
1312869.27
1312835.93
EASTING
513689.74
513681.20
513672.09
513669.59
513662.30
513670.67
513681.02
513684.82
513680.02
513674.88
513672.56
513669.23
513665.00
513659.99
513654.16
513648.50
513645.09
513645.15
513632.38
513617.32
ELEVATION
5745.39
5744.65
5743.74
5742.83
5744.80
5745.34
5745.88
5746.38
5747.62
5748.36
5748.29
5748.23
5748.16
5748.10
5747.67
5747.24
5746.81
5746.38
5747.00
5746.91
DESCRIPTION
PAVE POC
PAVE PRC/GB
PAVE POC
MATCH PAVE
MATCH PAVE
PAVE POC
PAVE PC/GB
PAVE POC
PAVE
PAVE PC/GB
PAVE POC
PAVE POC
PAVE POC
PAVE PC/GB
PAVE POC
PAVE POC
PAVE POC
MATCH PAVE
MATCH PAVE
MATCH PAVE
POINT TABLE
POINT #
NORTHING
1313026.69
1312962.38
1312969.47
1312956.92
1312921.98
1312900.84
1312921.63
1312843.10
1312842.54
1312781.53
EASTING
513704.51
513647.11
513672.14
513647.88
513641.31
513654.65
513636.81
513672.37
513594.91
513629.65
ELEVATION
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
DESCRIPTION
35' RP
51'-2" RP
10' RP
37'-4" RP
35' RP
10' RP
51'-2" RP
35' RP
35' RP
35' RP
POINT TABLE
POINT #
NORTHING
1312959.71
1312955.14
EASTING
513680.03
513709.69
ELEVATION
5744.50
5744.00
DESCRIPTION
CULVERT INV.
CULVERT INV.
POINT TABLE
POINT #
NORTHING
1312816.59
1312821.98
1312829.47
1312844.25
1312859.25
1312871.80
1312880.45
1312891.91
1312908.73
1312930.84
1312953.19
1312980.80
1313000.19
EASTING
513607.85
513615.37
513620.80
513627.98
513634.69
513643.09
513655.46
513670.87
513680.13
513686.22
513691.37
513686.25
513665.95
ELEVATION
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
DESCRIPTION
BEG. ALIGNMENT
ALIGNMENT
ALIGNMENT
ALIGNMENT
ALIGNMENT
ALIGNMENT
ALIGNMENT
ALIGNMENT
ALIGNMENT
ALIGNMENT
ALIGNMENT
ALIGNMENT
END ALIGNMENT
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 /24
0:
R
IC
HA
RD
PO
LA
NC
O C:
\U
SE
RS
\R
IC
HA
RD
PO
LA
NC
O\
BO
X\
RA
MP
CH
AR
TE
RT
EA
M- W
OR
KI
NG
FO
LD
ER
S\
RA
MP
MS
ST
EA
M\
MS
S_
PR
OJ
EC
TS
UP
PO
RT
_W
OR
KI
NG
DO
CS
\P
RE
SC
OT
T\ W
OR
KI
NG
GR
AN
IT
E
BA
SI
N
MI
NG
US
M
OU
NT
AI
N
RO
AD
S\
CA
D
FI
LE
S\
_G
RA
NI
TE
BA
SI
N\ W
OR
KI
NG
_C
1- C1
0_
NF
SR
4_
DI
TC
HG
RA
DI
NG
.D
W G; R03
SOUTHWESTERN
NFSR 374
IMPROVEMENTS
PRESCOTT NATIONAL
FOREST
BRADSHAW RANGER DISTRICT
FEE LANE
POINT TABLE
07/01/2024
R. POLANCO
R. POLANCO
T. WEBER
C-07 011 030
Feet 0 20 40
SHEET NOTES
1. COORDINATE SYSTEM: NAD83 ARIZONA STATE
PLANE, CENTRAL ZONE, INTERNATIONAL FOOT.
2. COORDINATE SYSTEM IS NOT TIED TO LOCAL
CONTROL. WORK LOCATIONS AND STATIONING
ARE APPROXIMATE. FINAL WORK LOCATIONS
WILL BE STAKED ON THE GROUND BY THE
CONTRACTOR AND APPROVED BY THE
GOVERNMENT PRIOR TO THE COMMENCEMENT
OF WORK. POINT 110 SHALL BE THE START OF
THE PROJECT.
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
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
FEE LANE PROFILE
0+00 0+50 1+00 1+50 2+00 2+23
ST
A
0+
B
EG
IN
F
EE
L
AN
E
EL
7.
2'
ST
A
0+
.6
EL
7.
0'
ST
A
0+
.4
EL
6.
9'
ST
A
0+
.8
EL
6.
9'
ST
A
0+
.8
EL
6.
8'
ST
A
0+
.5
EL
6.
9'
ST
A
0+
.0
EL
6.
9'
ST
A
0+
.4
EL
6.
8'
ST
A
0+
.9
EL
6.
8'
ST
A
0+
.4
EL
6.
9'
ST
A
0+
.8
EL
6.
9'
ST
A
0+
.1
EL
7.
0'
ST
A
0+
.5
EL
7.
1'
ST
A
0+
.8
EL
7.
2'
ST
A
0+
.2
EL
7.
4'
ST
A
0+
.6
EL
7.
6'
ST
A
0+
.9
EL
7.
9'
ST
A
0+
.7
EL
8.
1'
ST
A
1+
.2
EL
8.
2'
ST
A
1+
.6
EL
8.
3'
ST
A
1+
.3
EL
8.
3'
ST
A
1+
.8
EL
8.
4'
ST
A
1+
.2
EL
8.
5'
ST
A
1+
.9
EL
8.
1'
ST
A
1+
.1
EL
7.
8'
ST
A
1+
.7
EL
7.
6'
ST
A
1+
.2
EL
7.
3'
ST
A
1+
.8
EL
7.
1'
ST
A
1+
.4
EL
7.
0'
ST
A
1+
.0
EL
6.
7'
ST
A
1+
.8
EL
6.
5'
ST
A
1+
.5
EL
6.
3'
ST
A
1+
.5
EL
6.
1'
ST
A
1+
.8
EL
5.
8'
ST
A
2+
.6
EL
5.
4'
ST
A
2+
.3
EL
5.
1'
ST
A
2+
.0
EL
4.
8'
ST
A
2+
.1
EL
4.
5'
ST
A
2+
.8
EL
4.
0'
ST
A.
+2 3.
E
N D
F
EE
L
AN
E
EL
.9
0+
0+
1+
1+
2+00
2+23
0+
.0
0+
.0
0+
.00
1+
.0
1+
.0
1+
.0 01+75.00
2+00.00
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 /24
0:
R
IC
HA
RD
PO
LA
NC
O C:
\U
SE
RS
\R
IC
HA
RD
PO
LA
NC
O\
BO
X\
RA
MP
CH
AR
TE
RT
EA
M- W
OR
KI
NG
FO
LD
ER
S\
RA
MP
MS
ST
EA
M\
MS
S_
PR
OJ
EC
TS
UP
PO
RT
_W
OR
KI
NG
DO
CS
\P
RE
SC
OT
T\ W
OR
KI
NG
GR
AN
IT
E
BA
SI
N
MI
NG
US
M
OU
NT
AI
N
RO
AD
S\
CA
D
FI
LE
S\
_G
RA
NI
TE
BA
SI
N\ W
OR
KI
NG
_C
1- C1
0_
NF
SR
4_
DI
TC
HG
RA
DI
NG
.D
W G; R03
SOUTHWESTERN
NFSR 374
IMPROVEMENTS
PRESCOTT NATIONAL
FOREST
BRADSHAW RANGER DISTRICT
FEE LANE
ALIGNMENT AND
PROFILE
07/01/2024
R. POLANCO
R. POLANCO
T. WEBER
C-08 012 030
Feet 0 20 40
SHEET NOTES
1. WHEN GRADING AND PAVING, TRANSITION AND
SMOOTH VERTICAL CURVES BEFORE AND AFTER ALL
GRADE BREAK LOCATIONS.
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
File details come from the government source that posted it. Updated .