A1_AttachmentA_NFSR104_ConstructionDrawings_240821d.pdf
PDF 4 MB Posted
- Solicitation number
- 127EAX24Q0045
About this file
This document appears to be a set of construction drawings and details for repairs and improvements to National Forest Service Road (NFSR) 104 and NFSR 374 in the Prescott National Forest. The key details include:
The project on NFSR 104 ("Mingus Mountain Road") adds culverts, reconditioning and repairs to ditches, replacement of paved road edges, and installation of erosion protection measures along a 1.5-mile steep stretch of road. The work on NFSR 374 ("Granite Basin Road") includes slurry seal and restriping of the Playa Day Use area, full-depth asphalt reclamation and repaving of the Wekuvde Picnic Site, and full-depth asphalt reclamation, reshaping, aggregate base placement, repaving, and restriping of the main road. Additionally, a new fee lane will be constructed near the Cayuse Equestrian recreation site. The project also includes an option for repairs to two concrete drainage crossings. Both projects will require temporary traffic control.
The related federal contract opportunity is a Firm Fixed-Price construction contract solicitation (Request for Quote format, Lowest Price/Technically Acceptable basis for award) issued by the USDA Forest Service Region 3 - Southwestern Region. The magnitude of the project is between $1,000,000 and $5,000,000. It is a 100% Small Business Set-Aside with a site visit scheduled for August 14, 2024. The deadline for offer submissions is September 12, 2024 at 1:00pm PT.
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Text version
54+00
55+00
56+00
STA 55+75.00
OFF 11.00' L
ROAD REPAIR;
10'X6' PATCH
SITE D11
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
5/3 1/2
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_C 1-
C1 7_
NF
SR
4.D
W G;
R03
SOUTHWESTERN
NFSR 104
REPAIRS AND
DRAINAGE
IMPROVEMENTS
PRESCOTT NATIONAL
FOREST
VERDE RANGER DISTRICT
DITCH AND ROAD
REPAIRS
SITE D11
07/01/2024
R. POLANCO
R. POLANCO
T. WEBER
C-17 022 036
Feet 0 40 80
EXISTING EDGE DAMAGE PICTURE RIPRAP REPAIR LOCATION DONE BY USFS
PLAN VIEW
SHEET NOTES
1. REPAIR ASPHALT IN
ACCORDANCE WITH SECTION
418.04, FULL DEPTH PATCH, TYPE
2 (FDP-2).
2. INSTALL ASPHALT SECTION
AND SAFETY EDGE PER DETAILS 2
AND 4, SHEET C-18.
3. REPAIR, RECONDITION, AND
RIPRAP DITCHES PER DETAIL 3,
SHEET 18 AND SPEC. 303.03 AND
303.04.
4. USFS DITCH REPAIRS ARE
TEMPORARY. CLEAN OUT AND
PROVIDE REPAIRS AS SHOWN.
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C-18
ASPHALT SECTION (ROAD)
NOT TO SCALE
3" ASPHALT CONCRETE,
TYPE I, 1/2" ADOT 416, PG
64-22, 3" MAX. LIFT, PER
SECT. 403
6" ROAD BASE, GRADING D
(OR MAG EQUIVALENT),
PLACED AND COMPACTED
PER SECT. 301.
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 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-18
ASPHALT SAFETY EDGE (FHA)
NOT TO SCALE
3.5"
CONSTRUCT 30-DEG
PAVEMENT (SAFETY) EDGE
CL
C-18
ROADWAY TYPICAL SECTION
NOT TO SCALE
C-18
C-18
1' SHOULDER
WIDTH
DITCH WIDTH VARIES
(TYP.)
SHOULDER UP WITH
ROADWAY AGGREGATE
C-18
ROAD ASPHALT
AND ABC SECTION
LINE SLOPE WITH
PLACED CLASS 1
RIPRAP
C-18
DITCH REPAIR SECTION
NOT TO SCALE
DITCH REPAIR NOTES:
1. INSTALL RIPRAP TO PAVEMENT EDGE.
2. CLEAN, GRADE, AND RESHAPE DITCH
TO DESIGN SLOPES PRIOR TO PLACING
RIPRAP.
EXISTING
SLOPE1.5
WIDTH PER PLAN
H
EI
G H
T
PE
R P
LA
N
1.5
PLACE RIPRAP ACROSS
FULL FACE OF SLOPE AT
12" THICKNESS
BOTTOM OF
SLOPE
C-18
RIPRAP BANK PROTECTION
NOT TO SCALE
EXTEND 12" BEYOND
BOTTOM
CLASS 1 RIPRAP
TOP OF SLOPE
[OPTIONAL FABRIC
UNDER RIPRAP AREA
REGRADE AND SHAPE
EMBANKMENT FOR
SPECIFIED SLOPE
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
5/3 1/2
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SOUTHWESTERN
NFSR 104
REPAIRS AND
DRAINAGE
IMPROVEMENTS
PRESCOTT NATIONAL
FOREST
VERDE RANGER DISTRICT
ROAD SECTION AND
DITCH REPAIR DETAILS
07/01/2024
R. POLANCO
R. POLANCO
T. WEBER
C-18 023 036
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RIPRAP OUTLET
PROTECTION
C-1912
" M
IN
C
O
VE
R
PAVED [AGGREGATE]
SURFACE
C-19
C-19
CULVERT INSTALLATION, FILL SLOPE (TYP.)
NOT TO SCALE
CL
ROAD
CULVERT
TRAVELED WAY
SECTION VIEW
60 DEG.
C-19
SKEWED PIPE
NOT TO SCALE
PLAN VIEW
DITCH FLOW
PIPE
C-19
RIPRAP OUTLET PROTECTION
NOT TO SCALE
RIPRAP INSTALL NOTES:
1. PLACE RIPRAP BEFORE OR DURING CULVERT
INSTALLATION. RIPRAP SHALL BE IN PLACE
WHEN PIPE INSTALLATION IS COMPLETE.
2. SHAPE PAD TO BE FLAT / LEVEL FOR ITS
ENTIRE WIDTH TO DISPERSE SEDIMENT EVENLY.
SECTION VIEW
PLAN VIEW
MATCH CULVERT SLOPE
CULVERT
MACHINE-PLACED
CLASS 1 RIPRAP
6'
[VARIES PER PLAN]
1' 2X
C U
LV
ER
T D
IA
M
ET
ER
6' [VARIES PER PLAN]
6"
EXISTING GROUND
CULVERT
PIPE
O.D.
C-19
CULVERT SECTION
NOT TO SCALE
UNDISTURBED
EARTH MATERIAL
LOOSE PIPE BEDDING:
4" DEPTH FOR PIPE DIA. 12 TO 54"
6" DEPTH FOR PIPE DIA. > 54"
LEAN SLURRY BACKFILL,
SECT. 614. TO 2" ABOVE TOP
OF PIPE
SLOPE
VARIES
OVERTOP AT
DITCH BLOCK
CENTERLINE
TO
P
D
IT
C H
BL
O
C K
6" B
EL
O
W
ED
G E
O F
R O
AD
CL
DITCH
CULVERT
[EXISTING]
1:1 CUT
SLOPE
DITCH BLOCK WALL
WITH PLACED
CLASS 1 RIPRAP
C-19
TYPICAL DITCH BLOCK
NOT TO SCALE
18" 6"
PIPE
DIA.
1:1
PLACED
CLASS 1 RIPRAP
TOP DITCH
BLOCK
DITCH BLOCK
WALL
8' MIN. TO 25'
MAX.
GRADE AND SHAPE BACKSLOPE
TO DITCH CENTERLINE
CL
DITCH
CL
DITCH3:1
SECTION VIEW
PLAN VIEW
ROAD
BED
SLOPE BOTTOM
TO INLET; MATCH
CULVERT SLOPE
FLOW FLOW
FLOW
TRAVELED
WAY
FLO
W
[EXISTING SIDE SLOPE]
1:1 CUT SLOPE
ROAD
BED
ROAD
BED
TOP CUT SLOPE
1:1
1:1
3:1
3:1 ROADBED
1:1 3:1
1:1
C-19
TYPICAL DITCH RELIEF
NOT TO SCALE
PICTORIAL VIEW
DITCH
BLOCK 6" MIN.6" MIN.
DITCH BLOCK AND RELIEF NOTES:
1. USE EXCAVATED MATERIAL FROM
CULVERT INSTALLATION TO PLACE,
SHAPE, AND GRADE DITCH BLOCKS,
DITCH RELIEF GRADING, AND
TRANSITION SLOPES.
UNDISTURBED
EARTH MATERIAL
6" LOOSE PIPE BEDDING
BACKFILL MATERIAL:
3" MAX. PARTICLE SIZE,
A-1, A-2, OR A-3 SOIL
CLASSIFICATION
6" COMPACTED AGGREGATE
BASE6'
C-19
SITE 9 CULVERT SECTION
NOT TO SCALE
BACKFILL MATERIAL:
3" MAX. PARTICLE SIZE,
A-1, A-2, OR A-3 SOIL
CLASSIFICATION
12" MIN. COVER
OR D/2, WHICHEVER
IS GREATER
LEAN SLURRY BACKFILL,
SECT. 614. TO 2" ABOVE TOP
OF PIPE
12" MIN. COVER
OR D/2, WHICHEVER
IS GREATER 1
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
6/1 7/2
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SOUTHWESTERN
NFSR 104
REPAIRS AND
DRAINAGE
IMPROVEMENTS
PRESCOTT NATIONAL
FOREST
VERDE RANGER DISTRICT
CULVERT INSTALLATION
AND OUTLET DETAILS
08/21/2024
R. POLANCO
R. POLANCO
T. WEBER
C-19 024 036
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EDGE SHOULDER
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NORMAL DITCH LINE
AutoCAD SHX Text 2'
AutoCAD SHX Text 4'-6"
AutoCAD SHX Text 1'-6"
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8' MIN.-25' MAX.
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FLOW
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8' MIN.-25' MAX.
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DIMENSIONS OF END SECTION FOR ROUND METAL PIPE
2 1/4 : 1 2 1/2 : 1 2 1/2 : 1 2 1/2 : 1 2 1/2 : 1
APPROX.
SLOPE
2 1/2 : 13631610818 16
IN.
B
(MAX.)GA.SPAN
IN. IN.
A ± 1
IN.
L ± 1/2
IN.
H ± 1
IN.
W ± 2
IN.
SPAN
12 1/2 : 1362361071622 13
1272 44
771233
32 1/4 : 1
2 1/2 : 1
2 1/2 : 1 2 1/4 : 1
2 1/2 : 1
2 1/2 : 1 2 1/2 : 1
IN.
W ± 2
DIMENSIONS OF END SECTION FOR METAL PIPE ARCH
IN.
A ± 1RISESPAN
IN.
GA.
IN.
H ± 1
IN.
B
(MAX.)
IN.
L ± 1/2
IN.
APPROX.
SLOPE
SPAN
IN.
AWA
L
SPAN
FOR 30" & 36" ROUND
PIPE AND 11" X 18" THRU
58" X 36" ARCH PIPE.
THREADED
ROD
FOR 12" THRU 24" ONLY
CONNECTOR
LUG
PIPE CONNECTOR SECTION
FOR 42" THRU 84" ROUND
PIPE AND 65" X 40" THRU
85" X 54" ARCH PIPE.
ROD HOLDER
RIVETED OR
BOLTED
THREADED ROD
* 7" FOR UP TO 36"
DIAMETER, 12" FOR 36"
DIAMETER AND UP.
NOTE: COUPLING BAND CLAMP
SHALL CLEAR HORIZONTAL LINE
CLAMP
H
2"
CORNER PLATEHOLES ON 12" C/C MAX.
8"
SPANR
IS
E
B
B B B
CULVERT END SECTION GENERAL NOTES
1. PREFABRICATED END SECTIONS SHALL BE THE SAME MATERIAL AS THAT OF THE PIPE ON WHICH THEY
ARE INSTALLED.
2. CONNECTOR SECTIONS, CORNER PLATES, AND TOE PLATES SHALL BE THE SAME GAUGE AND MATERIAL
AS THE SKIRT, AND CONSIDERED INCIDENTAL FOR END SECTION BIDDING.
3. TOE PLATES WILL BE REQUIRED FOR ALL METAL END SECTIONS UNLESS SOLID ROCK IS ENCOUNTERED.
HOLE PUNCH TOE PLATES TO MATCH HOLES IN THE SKIRT LIP, INSTALLED WITH 3/8" BOLTS.
4. TOE PLATE LENGTHS FOR ROUND PIPE SECTION:
12" TO 30" DIAMETER PIPE: W + 10" ,
36" TO 48" DIAMETER PIPE: W + 22" FOR 36"
5. TOE PLATE LENGTH FOR ARCH PIPE END SECTION:
11" TO 27" RISE: W + 10"
31" TO 44" RISE: W + 18"
6. ANY STRUCTURAL EXCAVATION REQUIRED FOR INSTALLATION OF PREFABRICATED END SECTIONS IS
INCIDENTAL TO THE CONSTRUCTION AND INSTALLATION OF CULVERT SECTIONS.
C-20
METAL PIPE END SECTION
NOT TO SCALE
ARCH SECTION END VIEW
ROUND SECTION END VIEW
CORNER PLATE
H
2"
HOLES ON 12" C/C MAX.
8"
PLAN VIEW
STANDARD COUPLING
BAND FOR TYPE 3
TOE PLATE
L
EARTH SLOPE
PIPE LENGTH
COMPUTED TO HERE
SKIRT
SIDE VIEW
C-20
COUPLING BAND
NOT TO SCALE
C-20
END SECTION CONNECTION
NOT TO SCALE
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
5/3 1/2
4 1 1:
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R03
SOUTHWESTERN
NFSR 104
REPAIRS AND
DRAINAGE
IMPROVEMENTS
PRESCOTT NATIONAL
FOREST
VERDE RANGER DISTRICT
CULVERT COUPLING
AND END SECTION
DETAILS
07/01/2024
R. POLANCO
R. POLANCO
T. WEBER
C-20 025 036
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C-21
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-21
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-21
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-21
U-CHANNEL SIGN POST
NOT TO SCALE
TOP VIEW
C-21
U-CHANNEL BASE ASSEMBLY
NOT TO SCALE
SECTION A-A
DIRECTION OF TRAVEL
C-21
SIGN POST, BREAKAWAY
STEEL, U-CHANNEL
NOT TO SCALE RURAL ROADS
IN
ST
AL
LA
TI
O
N H
EI
G
H T
VA
R
IE
S
BA
SE
D O
N A
PP
LI
C
AT
IO
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
C-21
OBJECT MARKER, TYPE 2
NOT TO SCALE
1'
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PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/3 0/2
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R03
SOUTHWESTERN
NFSR 104
REPAIRS AND
DRAINAGE
IMPROVEMENTS
PRESCOTT NATIONAL
FOREST
VERDE RANGER DISTRICT
SIGN POST AND OBJECT
MARKER DETAILS
07/01/2024
R. POLANCO
R. POLANCO
T. WEBER
C-21 026 036
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File details come from the government source that posted it. Updated .