A1_AttachmentA_NFSR104_ConstructionDrawings_240821b.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 104 Repairs and Drainage Improvements project in the Prescott National Forest, Verde Ranger District. The project aims to address damage to culverts, ditches, and road edging along a 1.5-mile steep stretch of NFSR 104 (Mingus Mountain Road) due to heavy spring runoff events in 2022 and 2023. The work will include adding culverts, reconditioning and repairing ditches, replacing paved road edges, and installing erosion protection measures.
The related federal contract opportunity, solicitation number 127EAX24Q0045, is for the NFSR 104 Repairs and Drainage Improvements, as well as repairs and improvements to NFSR 374 (Granite Basin Road) and the Granite Basin Recreation Area. The contract will be awarded as a firm fixed-price construction contract using the lowest price technically acceptable (LPTA) award method. The project is a 100% small business set-aside with a magnitude between $1,000,000 and $5,000,000. The deadline for submitting offers is September 12, 2024 at 1:00 pm PT.
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29+00
-6.2%
-6.6%
29+00.00
72257230
557260
ALIGNMENT: NFSR104
STA: 28+80.42
OFF: 33.92' R
NORTHING: 1347350.38
EASTING: 631728.99
ALIGNMENT: NFSR104
STA: 29+12.88
OFF: 22.31' L
NORTHING: 1347400.90
EASTING: 631769.78
64.93' of 24" Corrugated Steel @ 4.62%
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
29+00.00
0 10 20 30 400-10-20-30
-4.6%
65'
OFF: -25.77
ELEV: 7236.00
OFF: 39.16
ELEV: 7232.99
EXISTING
GROUND
EXISTING
GROUND
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 2:
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_C 1-
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NF
SR
4.D
W G;
R03
SOUTHWESTERN
NFSR 104
REPAIRS AND
DRAINAGE
IMPROVEMENTS
PRESCOTT NATIONAL
FOREST
VERDE RANGER DISTRICT
SITE 6.1, STA. 29+00
24" CULVERT
07/01/2024
R. POLANCO
R. POLANCO
T. WEBER
C-03 008 036
Feet
0 10 20PLAN VIEW
PROFILE VIEW
EXCAVATE INLET
AS SHOWN. INSTALL
DITCH BLOCK
AND DITCH RELIEF
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35+00
-7.9%
-8.8%
35+25.00 72507255
607265
907295
5072557260
72757280
907295
007305
157320
ALIGNMENT: NFSR104
STA: 35+12.04
OFF: 22.18' R
NORTHING: 1347410.94
EASTING: 632340.72
ALIGNMENT: NFSR104
STA: 35+32.02
OFF: 12.42' L
NORTHING: 1347449.12
EASTING: 632328.96
39.95' of 24" Corrugated Steel @ 5.08%
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
35+25.00
0 10 20 300-10-20
-5.1%
40'
OFF: -14.26
ELEV: 7279.00
OFF: 25.69
ELEV: 7276.96
EXISTING
GROUND
EXISTING
GROUND
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 2:
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_C 1-
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NF
SR
4.D
W G;
R03
SOUTHWESTERN
NFSR 104
REPAIRS AND
DRAINAGE
IMPROVEMENTS
PRESCOTT NATIONAL
FOREST
VERDE RANGER DISTRICT
SITE 7.1, STA. 35+25
24" CULVERT
07/01/2024
R. POLANCO
R. POLANCO
T. WEBER
C-04 009 036
Feet
0 10 20PLAN VIEW
PROFILE VIEW
EXCAVATE INLET
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AND DITCH RELIEF
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PROTECTION; EXCAVATE
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44+00
-4.8%
-4.3%
44+00.11
307335
732073257330733573407345
736073657370737573807385
ALIGNMENT: NFSR104
STA: 43+86.70
OFF: 22.61' R
NORTHING: 1348068.90
EASTING: 632910.74
ALIGNMENT: NFSR104
STA: 44+06.95
OFF: 11.85' L
NORTHING: 1348105.13
EASTING: 632894.13
39.86' of 24" Corrugated Steel @ 8.23%
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
44+00.11
0 10 20 300-10
-8.2%
40'
OFF: -13.68
ELEV: 7344.98 OFF: 26.18
ELEV: 7341.70
EXISTING
GROUND
EXISTING
GROUND
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 2:
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NF
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W G;
R03
SOUTHWESTERN
NFSR 104
REPAIRS AND
DRAINAGE
IMPROVEMENTS
PRESCOTT NATIONAL
FOREST
VERDE RANGER DISTRICT
SITE 8.1, STA. 44+00
24" CULVERT
07/01/2024
R. POLANCO
R. POLANCO
T. WEBER
C-05 010 036
Feet
0 10 20PLAN VIEW
PROFILE VIEW
EXCAVATE INLET
AS SHOWN. INSTALL
DITCH BLOCK
AND DITCH RELIEF
C-19
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C-19
RIPRAP OUTLET
PROTECTION; EXCAVATE
OUTLET TO BE FLUSH WITH
INVERT
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-7.2%
-6 .3
-8.7%
46+54.23
ALIGNMENT: NFSR104
STA: 46+46.28
OFF: 31.22' R
NORTHING: 1348238.57
EASTING: 633055.62
ALIGNMENT: NFSR104
STA: 46+58.26
OFF: 27.54' L
NORTHING: 1348293.74
EASTING: 633079.85
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
46+54.23
0 10 20 300-10-20-30-40
OFF: -28.36
ELEV: 7355.29
OFF: 31.34
ELEV: 7349.32
-10.0%
60'
EXISTING
GROUND
EXISTING
GROUND
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 8/2
4 1 5:
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_C 1-
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NF
SR
4.D
W G;
R03
SOUTHWESTERN
NFSR 104
REPAIRS AND
DRAINAGE
IMPROVEMENTS
PRESCOTT NATIONAL
FOREST
VERDE RANGER DISTRICT
**OPTION** SITE 9, STA.
46+54
ARCH CULVERT
07/01/2024
R. POLANCO
R. POLANCO
T. WEBER
C-06 011 036
Feet 0 10 20
EXISTING CHANNEL WORK
1. RESHAPE AND REGRADE CHANNEL TO
FLOW INTO NEW CULVERT LOCATION.
2. TIE INTO EXISTING TOP OF BANKS TO
THE EXTENTS SHOWN.
3. GRADE CHANNEL BOTTOM TO BE
FLUSH WITH CULVERT INVERT.
PLAN VIEW
PROFILE VIEW
SHEET NOTES
1. PRE-FABRICATED ARCH CULVERT, BY
CONTECH (OR EQUAL):
- 14'-5" SPAN, 3'-3" RISE
- 63'-3" LENGTH
- HL-93 LOADING
- FULL METAL INVERT WITH CUTOFF
WALLS
- METAL INLET AND OUTLET
HEADWALLS
- FOUNDATION: AS SHOWN ON
MANUFACTURER SHOP
DRAWINGS.
2. ASSUMED SOIL ALLOWABLE BEARING
CAPACITY IS 4000 PSF. NO FOOTINGS
ARE REQUIRED. CONTRACTOR SHALL
VERIFY BEARING CAPACITY PRIOR TO
THE START OF THE WORK.
3. MANUFACTURER SPECIFICATIONS
SUPERCEDE ANY REFERENCED
SPECIFICATIONS HEREIN. SEE
STATEMENT OF WORK FOR SPECS.
4. COORDINATE WITH THE
MANUFACTURER AND SUBMIT FINAL
ARCH CULVERT DRAWINGS FOR
APPROVAL.
1.5H:1V EMBANKMENT WITH RIPRAP
SLOPE PROTECTION (TYP.)
SUGGESTED CULVERT VENDOR AND CONTACT:
CONTECH ENGINEERED SOULTIONS, LLC.
TARA FITZGERALD
480-371-5944
TARA.FITZGERALD@CONTECHES.COM
C-18
EXCAVATE INLET
AS SHOWN. INSTALL
DITCH BLOCK
AND DITCH RELIEF
C-19
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RIPRAP OUTLET
PROTECTION; EXCAVATE
OUTLET TO BE FLUSH WITH
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-8.0%
-14.8%
52+62.54
52+67.57
739073957400
74107415
ALIGNMENT: NFSR104
STA: 52+74.65
OFF: 33.18' L
NORTHING: 1347688.99
EASTING: 633215.90
ALIGNMENT: NFSR104
STA: 52+77.13
OFF: 32.21' L
NORTHING: 1347685.20
EASTING: 633215.54
ALIGNMENT: NFSR104
STA: 52+42.82
OFF: 25.30' R
NORTHING: 1347697.61
EASTING: 633146.64
ALIGNMENT: NFSR104
STA: 52+45.98
OFF: 27.76' R
NORTHING: 1347693.64
EASTING: 633146.15
69.90' of 36" Corrugated Steel @ 5.31%
69.90' of 36" Corrugated Steel @ 5.31%
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
52+62.54
0 10 20 300-10-20-30-40
-5.3%OFF: -37.82
ELEV: 7404.01
OFF: 32.08
ELEV: 7400.30
70'
EXISTING
GROUND
EXISTING
GROUND
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 2:
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NF
SR
4.D
W G;
R03
SOUTHWESTERN
NFSR 104
REPAIRS AND
DRAINAGE
IMPROVEMENTS
PRESCOTT NATIONAL
FOREST
VERDE RANGER DISTRICT
SITE 11, STA. 52+62
36" CULVERTS
07/01/2024
R. POLANCO
R. POLANCO
T. WEBER
C-07 012 036
Feet
0 10 20PLAN VIEW
PROFILE VIEW
EXCAVATE INLET
AS SHOWN. INSTALL
DITCH BLOCK
AND DITCH RELIEF
C-19
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RIPRAP OUTLET
PROTECTION; EXCAVATE
OUTLET TO BE FLUSH WITH
INVERT
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57+00
-8.3%
-10.2%
56+95.33
107415
742574
745074
746074
73857390
7400740574107415
ALIGNMENT: NFSR104
STA: 57+09.93
OFF: 22.50' L
NORTHING: 1347333.69
EASTING: 632981.27
ALIGNMENT: NFSR104
STA: 56+83.14
OFF: 23.99' R
NORTHING: 1347370.07
EASTING: 632940.12
54.93' of 24" Corrugated Steel @ 5.09%
EL
EV
AT
IO
N
(F
EE
T)
OFFSET (FEET)
56+95.33
0 10 20 300-10-20-30
OFF: -26.82
ELEV: 7438.30
OFF: 28.10
ELEV: 7435.50-5.1%
55'
EXISTING
GROUND
EXISTING
GROUND
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 2:
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NF
SR
4.D
W G;
R03
SOUTHWESTERN
NFSR 104
REPAIRS AND
DRAINAGE
IMPROVEMENTS
PRESCOTT NATIONAL
FOREST
VERDE RANGER DISTRICT
SITE 12, STA. 56+95
24" CULVERT
07/01/2024
R. POLANCO
R. POLANCO
T. WEBER
C-08 013 036
Feet
0 10 20PLAN VIEW
PROFILE VIEW
EXCAVATE INLET
AS SHOWN. INSTALL
DITCH BLOCK
AND DITCH RELIEF
C-19
C-19
C-19
RIPRAP OUTLET
PROTECTION; EXCAVATE
OUTLET TO BE FLUSH WITH
INVERT
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+0
-8.6%
-8.7%
59+74.61
743574407445
745074557460
747074757480
743574407445
ALIGNMENT: NFSR104
STA: 59+92.52
OFF: 17.90' L
NORTHING: 1347060.87
EASTING: 632979.50 ALIGNMENT: NFSR104
STA: 59+55.09
OFF: 26.69' R
NORTHING: 1347090.64
EASTING: 632927.60
59.83' of 30" Corrugated Steel @ 7.50%
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
59+74.61
0 10 20 300-10-20-30
-7.5%OFF: -25.32
ELEV: 7463.26
OFF: 34.51
ELEV: 7458.77
60'
EXISTING
GROUND
EXISTING
GROUND
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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NF
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SOUTHWESTERN
NFSR 104
REPAIRS AND
DRAINAGE
IMPROVEMENTS
PRESCOTT NATIONAL
FOREST
VERDE RANGER DISTRICT
SITE 12.1, STA. 59+74
30" CULVERT
07/01/2024
R. POLANCO
R. POLANCO
T. WEBER
C-09 014 036
Feet
0 10 20PLAN VIEW
PROFILE VIEW
EXCAVATE INLET
AS SHOWN. INSTALL
DITCH BLOCK
AND DITCH RELIEF
C-19
C-19
C-19
RIPRAP OUTLET
PROTECTION; EXCAVATE
OUTLET TO BE FLUSH WITH
INVERT
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File details come from the government source that posted it. Updated .