A1_AttachmentB_NFSR374_ConstructionDrawings_240822d.pdf
PDF 1 MB Posted
- Solicitation number
- 127EAX24Q0045
About this file
This document is a set of construction drawings and details related to a federal contract opportunity for road and infrastructure improvements on National Forest Service Road (NFSR) 374 and NFSR 104 in the Prescott National Forest, Arizona.
The key details are:
- The project includes repairs and drainage improvements to NFSR 104, as well as repairs, repaving, and new construction on NFSR 374 and the surrounding recreation areas. Work includes asphalt reclamation, aggregate base placement, repaving, restriping, curb repair, erosion control, and construction of a new fee lane.
- This is a Firm Fixed-Price construction contract solicitation, Request for Quote (RFQ) format, using the Lowest Price Technically Acceptable (LPTA) award basis.
- The solicitation number is 127EAX24Q0045 and the contracting agency is the USDA Forest Service, Region 3 - Southwestern Region.
- The project is a 100% Small Business Set-Aside with a magnitude between $1,000,000 and $5,000,000. Davis-Bacon wages apply and payment/performance bonds are required.
- The site visit is scheduled for August 14, 2024 and offers are due September 12, 2024 at 1:00 PM PT. All documents will be made available through SAM.gov.
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PLAYA DAY USE SIGN SCHEDULE
LOCATI
ON ID DESCRIPTION SIGN # MAT'L QUANT
ITY SIZE FAC
ING COLOR POST TYPE BREAK
AWAY
MOUNT
HEIGHT NOTES
SIGN 1P REGULATORY - "ONE-WAY" RIGHT ARROW R6-2R ALUM. 1 18"X24" SW BLACK ON WHITE SQUARE X 5'-0"
SIGN 2P
ACCESSIBLE - "RESERVED PARKING" R7-8 ALUM. 1 18"X12" NW BROWN ON WHITE GALVANIZED
POLE 5'-0"
ACCESSIBLE PLAQUE - "VAN ACCESSIBLE" R7-8aP ALUM. 1 6"X12" NW BROWN ON WHITE
SIGN 3P "PARK IN MARKED SPACES ONLY" N/A ALUM. 1 18"X24" S BLACK ON WHITE SQUARE X 5'-0" SIGN 4P REGULATORY - "ONE-WAY" RIGHT ARROW R6-2R ALUM. 1 18"X24" N BLACK ON WHITE SQUARE X 5'-0"
WEKUVDE PICNIC SITE SIGN SCHEDULE
LOCATI
ON ID DESCRIPTION SIGN # MAT'L QUANT
ITY SIZE FAC
ING COLOR POST TYPE BREAK
AWAY
MOUNT
HEIGHT NOTES
SIGN 1W
ACCESSIBLE - "RESERVED PARKING" R7-8 ALUM. 1 18"X12" NW BROWN ON WHITE
USE EXISTING 7'-0"
ACCESSIBLE PLAQUE - "VAN ACCESSIBLE" R7-8aP ALUM. 1 6"X12" NW BROWN ON WHITE
FEE LANE SIGN SCHEDULE
LOCATI
ON ID DESCRIPTION SIGN # MAT'L QUANT
ITY SIZE FAC
ING COLOR POST TYPE BREAK
AWAY
MOUNT
HEIGHT NOTES
SIGN 1F
REGULATORY - "STOP" R5-1 ALUM. 1 30"X30" SE RED ON WHITE
SQUARE X 5'-0"
REGULATORY - "DO NOT ENTER" R5-1 ALUM. 1 30"X30" NW RED ON WHITE
SIGN 2F REGULATORY - "DO NOT ENTER" R5-1 ALUM. 1 30"X30" NW RED ON WHITE SQUARE X 5'-0" SIGN 3F REGULATORY - "ONE-WAY" LEFT ARROW R6-2L ALUM. 1 18"X24" E BLACK ON WHITE SQUARE X 5'-0" SIGN 4F REGULATORY - "DO NOT ENTER" R5-1 ALUM. 1 30"X30" SE RED ON WHITE SQUARE X 5'-0"
SIGN 5F REGULATORY - "STOP" R5-1 ALUM. 1 30"X30" NW RED ON WHITE SQUARE X 5'-0"
SIGN 6F OBJECT MARKER, TYPE 2 OM2-2V ALUM. 2 6"X12" S YELLOW U-CHANNEL X 4'-0"
SIGN 7F OBJECT MARKER, TYPE 2 OM2-2V ALUM. 2 6"X12" S YELLOW U-CHANNEL X 4'-0"
SUPPLEMENTAL PLAQUES AND STACKED SIGN NOTES:
1. SUPPLEMENTAL PLAQUES OR SIGNS MAY BE 1 FOOT LOWER THAN THE MINIMUM MOUNTING
HEIGHT FOR THE PRIMARY SIGN.
2. ALLOW A 1-INCH GAP BETWEEN STACKED SIGNS SO THEY CAN EXPAND AND CONTRACT.
SIGN POST NOTES:
1. STEEL POSTS SHALL BE SINGLE AND TELESCOPING PERFORATED POSTS, SQUARE TUBED
OR U-CHANNEL, FABRICATED FROM GALVANIZED SHEET STEEL CONFORMING TO ASTM A
653, SQ GRADE 40 OR SQ GRADE 60. THICKNESS SHALL BE 0.105 INCHES (12 GAUGE) OR
0.135 INCHES (10 GAUGE). THE POSTS SHALL HAVE 7/16-INCH +/- 1/64-INCH HOLES DRILLED
OR PUNCHED, BEFORE GALVANIZING, ALONG THE CENTERLINE OF THE WEB. THE PUNCH
OR DRILLING SHOULD BEGIN 1 INCH FROM THE TOP OF THE POST, AND 2-INCH CENTERS
FOR THE UPPER 5 FEET OF THE POST.
1. SIGN PANELS SHALL BE OF ONE-PIECE CONSTRUCTION.
2. ALL SIGNS SHALL HAVE 100% HEAT ACTIVATED RETRO-REFLECTIVE SHEETING MATERIAL THAT
CONFORMS WITH AASHTO M 268 AND ASTM D4956,
3. SHEETING SHALL BE HIGH INTENSITY TYPE III OR TYPE IV.
4. FURNISH SIGNS WITH PRE-DRILLED HOLES FOR INSTALLATION.
SIGN MANUFACTURING NOTES:
1. USE DRY PRE-PORTIONED, BLENDED, MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000PSI
BAG IX, OR EQUAL.
2. INSTALL IN ACCORDANCE WITH THE MANUFACTURER INSTRUCTIONS.
3. DOME TOP OF SIGN BASE FOR DRAINAGE.
SIGN FOOTING NOTES:
1. USE TYPE 2 OR TYPE 3 OBJECT MARKERS TO MARK OBSTRUCTIONS ADJACENT TO THE
ROADWAY.
2. INSTALL SUCH THAT THE EDGE OF THE OBJECT MARKER THAT IS CLOSEST TO THE
ROAD BE IN LINE WITH THE CLOSEST EDGE OF THE OBSTRUCTION.
3. FOR TYPE 3 MARKERS, INSTALL WITH STRIPES SLOPING DOWNWARD AT AN ANGLE OF
45 DEGREES TOWARD THE SIDE OF THE OBSTRUCTION ON WHICH TRAFFIC IS TO PASS.
TYPE 2 / TYPE 3 OBJECT MARKER NOTES:
1. FOR MARKING OBSTRUCTIONS WITHIN THE ROADWAY OR OBSTRUCTIONS THAT ARE 8' OR
LESS FROM THE SHOULDER OR CURB, THE MINIMUM MOUNTING HEIGHT (MEASURED FROM
THE BOTTOM OF THE OBJECT MARKER TO THE ELEVATION OF THE NEAR EDGE OF THE
TRAVELED WAY), SHALL BE 4'.
2. FOR MARKING OBSTRUCTIONS MORE THAN 8' FROM THE SHOULDER OR CURB, THE
CLEARANCE FROM THE GROUND TO THE BOTTOM OF THE OBJECT MARKER SHOULD BE AT
LEAST 4'
GENERAL OBJECT MARKER NOTES:
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
6/4 /24
7:
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SOUTHWESTERN
NFSR 374
IMPROVEMENTS
PRESCOTT NATIONAL
FOREST
BRADSHAW RANGER DISTRICT
SIGN SCHEDULE AND
GENERAL NOTES
07/01/2024
R. POLANCO
R. POLANCO
T. WEBER
C-15 019 030
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C-16
TREE PROTECTION
NOT TO SCALE
FILL MATERIAL
HAND PLACE 4" TO 8" ROCK
COBBLES PRIOR TO FILL
EXISTING TREE
TO REMAIN (TYP.)
EXISTING GRADE
TREE PROTECTION NOTES
1. USE WHERE FILL IS NOT GREATER THAN 3'-0".
2. HARVEST ROCKS AND COBBLES ONSITE.
3. CONSULT WITH USFS PRIOR TO CONSTRUCTING
COBBLE PROTECTION FOR ALL TREES THAT FALL WITHIN
EARTHWORK IMPACT ZONES.
1. ALL VERTICAL SURFACES TO BE FORMED.
2. VERTICAL SURFACES DOWN FROM 2" BELOW UNDISTURBED
SOIL MAY BE PLACED AGAINST NEAT CUT IF APPROVED BY THE
ENGINEERING AND CONCRETE WILL NOT EXTEND MORE THAN
1" BEYOND THEORETICAL FACE.
3. ALL EXPOSED SURFACES TO BE STRIPPED GREEN AND
TROWEL FINISHED.
4. CONCRETE CURBS CONFORM TO MAG SECT. 340.
5. MAXIMUM SPACING OF CONTRACTION JOINTS IS 10'.
6. CONCRETE TO BE CLASS "B" PER MAG SECT. 725.
7. WHEN PAVEMENT AND BASE COURSE EQUALS OR EXCEEDS
10" IN DEPTH, THE ENTIRE ROADWAY SIDE OF THE CURB SHALL
BE FORMED. THE TOTAL CURB HEIGHT REMAINS 18" UNLESS
NOTED OTHERWISE.
NOTES: (MAG TYPE A AND B)
2"
C-16
SINGLE CURB (MAG)
1" = 1'-0" TYPE B
6" 2"12
" M
IN
6"
FO
R
M
ED
H
EI
G H
T
2"
FO
R
M
ED
PAVEMENT
BASE
COURSE
1" R 1" R
6"
PAVEMENT
BASE
COURSE
PLACED RIPRAP, CLASS 1, BANK
PROTECTION OVER
COMPACTED BACKFILL
SLOPE
REINFORCEMENT
EXTENTS PER PLAN
SAWCUT 6" MIN.
PAST DAMAGED
SECTION (TYP.)
REPLACE ASPHALT WITH
FULL DEPTH PATCH, TYPE 1
(FDP-1)
C-16
PLAYA CURB / ASPHALT REPAIR AND EROSION CONTROL
NOT TO SCALE
PLAN VIEW
SECTION VIEW
PLACED RIPRAP, CLASS 1
NATURAL GROUND
COMPACTED SELECT
BORROW MATERIAL;
SLOPE AT 3:1 TO
NATURAL GRADE
SINGLE CURB; MAG TYPE B.
SINGLE CURB; MAG
TYPE B.
3/4" R2'-6"
6"
PAVEMENT OR
SIDEWALK
3/4" R
2'-6"
6"
6"
C-16
TYPICAL CURB TERMINATION (MAG)
1" = 1'-0"
SECTION VIEW
PERSPECTIVE VIEW
C-16
C-16
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
6/4 /24
7:
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SOUTHWESTERN
NFSR 374
IMPROVEMENTS
PRESCOTT NATIONAL
FOREST
BRADSHAW RANGER DISTRICT
TREE PROTECTION AND
CURB (REPAIR) DETAILS
07/01/2024
R. POLANCO
R. POLANCO
T. WEBER
C-16 020 030
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C-17
ASPHALT SECTION (PARKING)
NOT TO SCALE
3" ASPHALT CONCRETE,
TYPE I, 1/2" ADOT 416, PG 64-22,
3" MAX. LIFT
COMPACTED RECLAIMED
ASPHALT, 6"
2% SLOPE
22'
NORMAL EDGE OF PAVEMENT
10' LANE WIDTH
TRAVELED WAY
10' LANE WIDTH
TRAVELED WAY
1' SHOULDER
WIDTH
1' SHOULDER
WIDTH
SE
E
AS
PH
AL
T
SE
C
TI
O
N
DITCH WIDTH VARIES
(TYP.)
FILL OR CUT TO
EXISTING NATURAL
GROUND (TYP.)
ASPHALT SAFETY EDGE (TYP.)
2% SLOPE
SHOULDER UP WITH ROADWAY
AGGREGATE OR NATIVE FILL
AFTER ASPHALT PLACEMENT.
SHAPE AND COMPACT AS
NECESSARY FOR
DRAINAGE AND APPEARANCE.
5°
SA
FE
TY
E
D G
E
TO
F U
LL
D
EP
TH
O F
AS
PH
AL
T
C-17
ASPHALT SAFETY EDGE (ROAD)
NOT TO SCALE
3.5"
CONSTRUCT 30-DEG
PAVEMENT (SAFETY) EDGE
CL
C-17
NFSR 374 ROADWAY TYPICAL
NOT TO SCALE
C-17
C-17
ACCESSIBLE PAVEMENT MARKING
1" = 1'-0"
4'
3" BORDER
6" 2'
-1 0"
6"
2'-6" 6" 3" STRIPING; WHITE
BORDER AND SYMBOL
ON BLUE BLACKGROUND
C-17
TRAFFIC DIRECTION ARROW
1" = 1'-0"
2' -6
2'
-6
1'
3'
WHITE PAINT,
REFLECTIVE
C-17
ASPHALT SECTION (FOOT PATHS)
NOT TO SCALE
3" ASPHALT CONCRETE,
TYPE I, 1/2" ADOT 416, PG 64-22,
3" MAX. LIFT
COMPACTED ASPHALT MILLINGS
EXISTING SUBGRADE
C-17
C-17
ASPHALT SECTION (ROAD)
NOT TO SCALE
3" ASPHALT CONCRETE,
TYPE I, 3/4" ADOT 416, PG 64-22,
3" MAX. LIFT
4" ROAD BASE, GRADING D
(OR MAG EQUIVALENT), PLACED
AND COMPACTED PER SECT. 301
COMPACTED RECLAIMED
ASPHALT, 6"
SUBJECT TO VEHICULAR
TRAFFIC COMPACT
TO 95%
C-17
MAG SAFETY EDGE (PARKING)
NOT TO SCALE
1'
8"
4" ROAD BASE, GRADING D
(OR MAG EQUIVALENT), PLACED
AND COMPACTED PER SECT. 301
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
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SOUTHWESTERN
NFSR 374
IMPROVEMENTS
PRESCOTT NATIONAL
FOREST
BRADSHAW RANGER DISTRICT
ROAD AND TRAFFIC
MARKING DETAILS
07/01/2024
R. POLANCO
R. POLANCO
T. WEBER
C-17 021 030
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2% SLOPE
TRAVELED WAY
WIDTH VARIES
2' COMPACTED
SHOULDER
SE
E
AS
PH
AL
T
SE
C
TI
O
N
1.5
CL
C-18
FEE LANE TYPICAL SECTION - OUTSLOPE
NOT TO SCALE
C-18
C-18
ASPHALT SECTION (FEE LANE)
NOT TO SCALE
3" ASPHALT CONCRETE,
TYPE I, 3/4" ADOT 416, PG 64-22,
3" MAX. LIFT
COMPACTED SUBGRADE
6" ROAD BASE, GRADING D
(OR MAG EQUIVALENT), PLACED
AND COMPACTED PER SECT. 301
2%
FILL OR CUT TO
EXISTING GROUND
AT 1.5:1 SLOPE (TYP.)3
FILL OR CUT TO
EXISTING GROUND
AT 3:1 SLOPE (TYP.)
2' COMPACTED
SHOULDER
2' COMPACTED
SHOULDER
1.5
C-18
FEE LANE TYPICAL SECTION - INSLOPE
NOT TO SCALE
2%
FILL OR CUT TO
EXISTING GROUND
AT 1.5:1 SLOPE (TYP.)
2%
FILL OR CUT TO
EXISTING GROUND
AT 3:1 SLOPE (TYP.)
2' COMPACTED
SHOULDER
TRAVELED WAY
WIDTH VARIES
CL
2% SLOPE
SE
E
AS
PH
AL
T
SE
C
TI
O
N
C-18
WEST SIDE
2%
EAST SIDE
EAST SIDE
WEST SIDE
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
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SOUTHWESTERN
NFSR 374
IMPROVEMENTS
PRESCOTT NATIONAL
FOREST
BRADSHAW RANGER DISTRICT
FEE LANE DETAILS
07/01/2024
R. POLANCO
R. POLANCO
T. WEBER
C-18 022 030
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EXISTING GRADE
(TYP.)
FILL WITH GROUT
AND CROWN TOP
6" RETROREFLECTIVE
TAPE (3M HIGH DENSITY
YELLOW PRESSURE
SENSITIVE TAPE OR
EQUAL)
6" DIA. STEEL
PIPE, SCH. 40, GALVANIZED
C-19
BOLLARD, TYPE 1, PERMANENT (M.A.G.)
NOT TO SCALE
6" 1"
6"
CONCRETE FOOTING,
3000 PSI SACK MIX
1"
3" MIN.
BOLLARD NOTES (M.A.G.):
1. BOLLARDS SHALL HAVE A HEIGHT OF 3 FEET OR BE
EQUAL TO THE HEIGHT OF THE BACK SCREEN WALL OF
BIN ENCLOSURES. POSTS SHALL BE PLACED A MINIMUM
OF 4" FROM THE WALL.
2. REMOVABLE POSTS SHALL HAVE 1" DIA. HOLES
DRILLED THROUGH AT A DISTANCE OF 1/3 THE OVERALL
POST LENGTH FROM TOP.
3. REMOVAL POST - GRIND SMOOTH ALL SHARP EDGES
PRIOR TO GALVANIZATION. GALVANIZE PER ASTM A123
AFTER FABRICATION.
4. PAINT BOLLARD ONE COAT PRIMER AND ONE FINISH
COAT. FINISH COAT COLOR SHALL BE YELLOW.
EXISTING GRADE
(TYP.)
12"
UNDISTURBED SUBGRADE
OR COMPACTED 95%
" M
IN
[O R
SECTION VIEW
SE
E
SI
G
N
IN
ST
AL
LA
TI
O N
D
ET
AI
LS
3' -6
6"
TUBULAR STEEL
SIGN POST, 2-1/2" X 2-1/2"
ANCHOR POST, 3" X 3"
CONCRETE FOOTING,
12" DIA.
23 4 "
1' -1
3 4"
FINISHED GROUND
1" (T
YP
SIGN
FACE
7/16" X 4" ROUND
HEAD, SQUARE
NECK CARRIAGE
BOLT
HEX NUT WITH FIBER
INSERT, FLAT WASHER
THROUGH SIGN & POST
TUBULAR STEEL
SIGN POST, 2-1/2"
X 2-1/2"
7/16" Ø HOLE (TYP.)
(4) 7/16" Ø HOLES ON
EACH SIDE OF
ANCHOR POST
ANCHOR
POST,
3" X 3"
1" ON-CENTER
(TYP.)
C-19
SIGN AND BREAKAWAY POST MOUNT
NOT TO SCALE
PICTORIAL VIEW
SECTION VIEW
ANCHOR POST,
3" X 3"
CONCRETE
FOOTING, 12" DIA.
3000 PSI SACK MIX
C-19
SIGN POST, BREAKAWAY
STEEL, SQUARE
NOT TO SCALE RURAL ROADS
5' M
IN
IM
U M
AB
O
VE
R
O
AD
S U
R
FA
C E
1' -1
3 4" 6"
3' -6
TUBULER STEEL
SIGN POST, 2-1/2" X
2-1/2", PERFORATED
1"
ROUTE, GUIDE, DESTINATION,
WARNING, OR REGULATORY
SIGN; SIGN WIDTH AND HEIGHT
VARIES
23 4"
1' -9
3"
3"
1'
2-1/2" DIA.
GALVANIZED
STEEL POLE
7' M
IN
R O
AD
S
U R
FA
C
E
12" DIA. CONCRETE
FOOTING, FAST
SETTING CONCRETE
C-19
PRIMARY SIGN (PEDESTRIAN)
NOT TO SCALE
PRIMARY
SIGN PER
PLAN
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
6/4 /24
7:
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SQUARE SIGN POST AND
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07/01/2024
R. POLANCO
R. POLANCO
T. WEBER
C-19 023 030
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C-20
U-CHANNEL POST BASE
NOT TO SCALE
3' -2
4"
3' -6
GROUND
LINE
1" T
O P
AN
D
BO
TT
O M
1"
BASE POST
GROUND
LINE
4" A
BO
VE
G R
O U
N D
L
IN
E
TOP OF BASE
POST
4"
DRIVEN INTO
NATIVE SOILS
1"
C-20
U-CHANNEL INSTALLATION PICTORAL
NOT TO SCALE
SIGN PANEL
GALVANIZED OR CADMIUM
PLATED SQUARE SPACER
U-CHANNEL BASE POST
16" DIA. X 11
2" UNC THREAD
GRADE 9, CADMIUM PLATED
HEX. HEAD BOLT WITH FLAT
WASHER, LOCK WASHER, AND
HEX. NUT
U-CHANNEL SIGN POST
SEE BASE ASSEMBLY
DETAIL
C-20
U-CHANNEL SIGN POST
NOT TO SCALE
1" 1"
VA
R
IE
S
TO
2' -0
1"
IN
" I
N C
R
EM
EN
TS
4"
17 8"
U-CHANNEL
BASE POST
SIGN PANEL
FACE
U-CHANNEL
SIGN POST
4" X 34" X 38" LONG
GALVANIZED OR CADMIUM
PLATED SQUARE SPACER
THREADED FOR 5
16" INC
THREAD BOLT
16" DIA. X 11
2" UNC THREAD
GRADE 9, CADMIUM PLATED
HEX. HEAD BOLT WITH FLAT
WASHER, LOCK WASHER, AND
HEX. NUT
C-20
U-CHANNEL SIGN POST
NOT TO SCALE
TOP VIEW
C-20
U-CHANNEL BASE ASSEMBLY
NOT TO SCALE
SECTION VIEW
DIRECTION OF TRAVEL
C-20
SIGN POST, BREAKAWAY
STEEL, U-CHANNEL
NOT TO SCALE RURAL ROADS
IN
ST
AL
LA
TI
O
N H
EI
G
H T
VA
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BA
SE
D O
N A
PP
LI
C
AT
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N
3' -2
U-CHANNEL POST, STEEL,
3/8" DIA. HOLES 1" O.C.
1"
ROUTE, GUIDE, DESTINATION,
WARNING, OR REGULATORY
SIGN; SIGN WIDTH AND HEIGHT
VARIES
4"
2" - 3" TAPER
DRIVEN INTO
NATIVE SOILS
GROUND LINE
SEE BASE ASSEMBLY
DETAIL
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
6/4 /24
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BRADSHAW RANGER DISTRICT
U-CHANNEL SIGN POST
DETAILS
07/01/2024
R. POLANCO
R. POLANCO
T. WEBER
C-20 024 030
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File details come from the government source that posted it. Updated .