Attachment 2 - Drawings.pdf
PDF 4 MB Posted
- Attached to
- 1120116 - Luna Fire Recovery Road Work Federal contract opportunity
- Solicitation number
- 127EAX24R0012
- Issued by
- Department of Agriculture Forest Service
About this file
This document appears to be a set of drawings related to a federal contract opportunity for the Luna Fire Recovery Road Work project. The project involves construction and maintenance activities on four National Forest Service System Roads (NFSRs) in the Carson National Forest, including road grading, drainage dip construction, culvert removal/replacement, new culvert installation, new gate installation, cattleguard maintenance and replacement, and other related work. The drawings provide details on the project location, general notes, a contract map, drain dip details, typical road details, gate details, and culvert installation specifications. The related federal contract opportunity is a pre-solicitation with solicitation number 127EAX24R0012, involving a base contract and two option items. Key details of the opportunity, such as pricing terms, set asides, or award dates, are not provided in this document.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Attachment 5 - BioPreferred.pdf | ||
| Attachment 4 - Environmental Assessment.pdf | ||
| Attachment 3 - FIRE PLAN.pdf | ||
| Attachment 1 - SOW Luna Fire Recovery Road Work.docx | DOCX document | |
| Attachment 6 - WD NM20240037.pdf |
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Text version
FOREST LOCATION MAP
PROJECT LOCATION MAP
SHEET OF
United States Department of Agriculture
Forest Service
Luna Restoration Project
RECOMMENDED BY:
APPROVED:
FOREST ENGINEER
DISTRICT RANGER DATE
DATE
DIRECTOR OF ENGINEERING DATE
FOREST SUPERVISOR DATE
NORTHERN NEW MEXICO ENGINEERING ZONE LEAD ENGINEER DATE
/26
/23
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New Mexico
Taos County
(R03) Southwestern Region
Carson National Forest
Camino Real Ranger District
INDEX OF SHEETS
SHEET SHEET TITLE DATE
01 COVERSHEET
02 GENERAL NOTES
03 CONTRACT MAP
04 DRAIN DIP DETAILS
05 TYPICAL ROAD DETAILS
06 GATE DETAILS
07 CULVERT INSTALL
Taos
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
/26
/23
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(R03) Southwestern Region
Luna Restoration Project
Carson National Forest
Camino Real Ranger District
General Notes
08/10/2023
L. Numair
L.N.
L.A.
02 07
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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
/26
/23
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(R03) Southwestern Region
Canon Largo Restoration
Project
Carson National Forest
El Rito Ranger District
Contract Map
08/10/2023
L. Numair
L.N.
L.A.
03 07
NFSR 17 MP 4
NFSR 17 MP 0
NFSR 440 MP 0
NFSR 440 MP
10.55
NFSR 440M MP 0
NFSR 440M MP
1.94
NFSR 76 MP 0
NFSR 76 MP 29.7
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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
/26
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(R03) Southwestern Region
Luna Restoration
Project
Carson National Forest
Camino Real Ranger District
Drain Dip Details
08/10/2023
L. Numair
L.N.
L.A.
04 07
SECTION VIEW
OUTSLOPE 5%
B-C
A-B
B
A
C-D
C
D
NOT TO SCALE
NOT TO SCALE
12'
HIGH POINT LOW POINT
E
X
I S
T
I N
G
A
V
E
R
A
G
R
A
D
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ROLLING DIP
PROFILE VIEW
STATION OR
MILEPOST LOCATION
AT LOW POINT
BLEND SPECIFIED CUBIC YARDS OF PIT RUN, 6-INCH MINUS,
COMPACTION ACCORDING TO 204.11(B), FULL WIDTH ON ROLLING
DIP TRAVELED WAY. EVENLY DISTRIBUTE BOTH AHEAD AND BACK
FROM THE LOW POINT OF ROLLING DIP AT LOCATION "C". PIT RUN
WILL MATCH SURFACE ELEVATION WITHIN ROLLING DIP.
6" - 10" ELEV.
DIFFERENCE
1" SPECIFIED ROCK
(IF ANY)
CONSTRUCTION TOLERANCE D.
CRITICAL VEHICLE: LOG TRUCK ROUNDING THROUGHOUT DIP
% ROAD
GRADE
MINIMUM
DIST. A-B
MINIMUM
DIST. B-C
MINIMUM
DIST. C-D
CHORD
LENGTH
MAX. CHANGE PER
CHORD LENGTH
0-5 26' 16' 26' 13' 8%
6-7 36' 16' 26' 13' 8%
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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
/26
/23
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(R03) Southwestern Region
Luna Restoration
Project
Carson National Forest
Camino Real Ranger District
Typical Road Details
05/01/2023
L. Numair
L.N.
L.A.
05 07
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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
/26
/23
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(R03) Southwestern Region
Luna Restoration
Project
Carson National Forest
Camino Real Ranger District
Gate Details
08/10/2023
L. Numair
L.N.
L.A.
06 07
25' MIN.
25' MIN.
ALL GATE MEMBERS SHALL BE
GALVANIZED STEEL SQUARE TUBE.
ASTM A500 SQUARE STRUCTURAL
TUBING MINIMUM GRADE B.
ALL CONCRETE FOOTINGS
DESIGNED BY CONTRACTOR,
APPROVED BY CO.
ALL CONCRETE FOOTINGS DESIGNED BY
CONTRACTOR, APPROVED BY CO
ALL CONCRETE FOOTINGS DESIGNED BY
CONTRACTOR, APPROVED BY CO.
EXISTING GROUND
MINIMUM 6" BETWEEN
BASE OF GATE AND
EXISTING ASPHALT
NOTES:
1. CONTRACTOR SHALL ENSURE GATE IS
STRUCTURALLY SOUND, SHALL NOT SAG, AND
NO MEMBER SHALL DEFORM.
2. ALL METAL COMPONENTS OF THE GATE AND
COLUMNS SHALL BE CONSTRUCTED WITH HOT
DIPPED GALVANIZED STEEL, FACTORY WELDED
AND GROUND SMOOTH, AND FREE OF RUST. NO
FIELD WELDING ALLOWED.
3. ALL METAL COMPONENTS SHALL BE FACTORY
APPLIED POWDER COATING OF ZINC-RICH EPOXY
PRIMER AND POLYESTER TOPCOAT TO A DRY
FILM THICKNESS OF 2 MIL.
4. THE CONTRACTOR SHALL INSTALL SUPPORT
POST AND CONCRETE FOUNDATIONS AS
SPECIFIED BY MANUFACTURER'S INSTRUCTIONS .
CONCRETE MIX SHALL BE 3,000 PSI MINIMUM
STRENGTH.
5. CONCRETE SHALL EXTEND 1" MINIMUM ABOVE
FINISHED GRADE, BROOM FINISH, SLOPE TOP TO
DRAIN AWAY FROM POSTS.
6. COLOR OF GATE SHALL BE SUBMITTED AND
APPROVED BY CO.
7. CONTRACTOR SHALL INSTALL TYPE 2OM-2V
REFLECTIVE SIGNS ON BOTH SIDES OF EACH
POST ON BOTH GATES.
8. THE CONTRACTOR SHALL INSTALL BM-L AND
BM-R OBJECT MARKERS ON BOTH SIDES OF
GATES.
9. FIELD VERIFY POST DEPTHS AND CONCRETE
FOUNDATIONS.
10. ATTACH ALL SIGNS WITH VANDAL-PROOF
BRACKETS TO BE APPROVED BY THE CO.
FORMED
CONCRETE BASE
MINIMUM 8"
THICKNESS OVER
3" COMPACTED
BASE ROCK
BATTERY BOX
SOLAR PANEL AND
MOUNTING POST
ALL GATE MEMBERS SHALL BE GALVANIZED
STEEL SQUARE TUBE. ASTM A500 SQUARE
STRUCTURAL TUBING MINIMUM GRADE B.
OPTIONAL ITEM 1
GATE 1, CANTILEVER AUTOMATIC SOLAR SYSTEM
OPTIONAL ITEM 2
GATE 2, SINGLE SWING SYSTEM
3" Ø
SCH. 40
MIN.
M
I N
4"Ø SCH 80 STEEL MIN.
FILL WITH CONCRETE,
ROUND TOP (TYP)
PROFILE VIEW
PLAN VIEW
PROFILE VIEW
PLAN VIEW
T Y
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T S
C O
N C
R E
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Ø
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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
/26
/23
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(R03) Southwestern Region
Luna Restoration
Project
Carson National Forest
Camino Real Ranger District
Culvert Installation
08/10/2023
L. Numair
L.N.
L.A.
07 07
1.5'
MIN.
1.5'
MIN.
SECTION VIEW
PROFILE VIEW
D 2 x D3 x D
D 2 x D3 x D
H
W
12"
MIN.
2.0'
GOVERNMENT PROVIDED
SURFACE AGGREGATE;
6" DEPTH - COMPACTED
ACCORDING TO SECTION 209.
BACKFILL WITH SUITABLE ROADWAY
EXCAVATION OR GOVERNMENT PROVIDED
UNCLASSIFIED BORROW AS NEEDED.
COMPACTED ACCORDING TO SECTION 209.
USE SUITABLE BEDDING MATERIAL PER
SECTION 704.02. PLACE BEDDING PER
SECTION 209.09(b) AND BACKFILL PER
SECTION 209.10(b)(1)
SECTION VIEW
TYPICAL CULVERT TRENCH DETAIL
TYPICAL STONE HEADWALL DETAILTYPICAL CATCH BASIN DETAIL
NOT TO SCALE
NOT TO SCALE
ELEVATION VIEW
SECTION VIEW
PLAN VIEW
TYPICAL ENERGY DISSIPATOR DETAIL
NOT TO SCALE
PIPE OUTLET
KEYED RIPRAP CLASS 3
NATURAL GROUND
CULVERT
PIPE OUTLET
KEYED RIPRAP CLASS 3
T
O
P
F
C
U
T
CONSTRUCT DITCH STOP
V
H
V
H
V
H
V
H
V
H
V
H
F
L
O
W
E
D
F
A
D
V
H
BRIDGING STONE
LARGE STONE
BASE LAYER
CONSTRUCT LONG SIDE OF
HEADWALL ALONG DITCH STOP
(SEE DETAIL 3).
CLASS 3 RIPRAP
FLOW
PIPE
INLET
USE THE MOST SUITABLE STONE
AVAILABLE OVER THE TOP OF PIPE TO
BRIDGE TWO HALVES OF THE WALL
TOGETHER AND PROTECT THE PIPE.
USE CLASS 3 RIPRAP TO
CONSTRUCT HEADWALL TO
NEEDED HEIGHT.
SELECT LARGER STONES TO
CONSTRUCT BASE LAYER.
EXCAVATE UNDER PIPE BY
HAND AND PLACE STONE TO
FIT SNUGLY UNDER INLET.
PIPE INLET
NOTE:
W = H
WIDTH OF BASE LAYER
MUST BE EQUAL TO HEIGHT
OF HEADWALL ALONG FULL
LENGTH OF WALL.
BACKFILL WITH SUITABLE
MATERIAL AND COMPACT
IN MAXIMUM 6" LIFTS.
CLASS 3 RIPRAP
LARGE STONE
BASE LAYER
PIPE INLET
V
H
A
S
A
K
E
D
NOT TO SCALE
ENERGY DISSIPATION PAD
CULVERT DIA. RIPRAP CLASS APRON DIMENSIONS DEPTH OF APRON RIPRAP QUANTITY
24" 3 8' X 4' 2' 3 CY
36" 3 12' X 6' 2' 5 CY
A
P
R
N
L
N
G
D
I A x
2" min.
2 x DIA.
DIA.
DIA.
M
I N
M
I N
D
A
M
I N
H E
I G
A
N
E E
D E
D
T
A
N
A
D
S
L O
P E
NOTE:
MILE POSTS (MPs) FOR
CULVERT SERVICE AREAS
ARE AS FOLLOWS:
NFSR 76, NEW INSTALL AT
MP 4.16 AND 12.75
NFSR 17, NEW INSTALL AT
MP5.54
NFSR 440, REPLACEMENT
AT MP 0.92 AND 1.89
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6'-10'
| Sheets and Views |
| LUNA FIRE Drawing1-Cover Sheet |
| OLE1 |
| LUNA FIRE Drawing1-General Notes |
| OLE1 |
| LUNA FIRE Drawing1-Map |
| OLE1 |
| LUNA FIRE Drawing1-Dip Details |
| OLE1 |
| LUNA FIRE Drawing1-Typical Road Details |
| OLE1 |
| LUNA FIRE Drawing1-Gate Details |
| OLE1 |
| LUNA FIRE Drawing1-Culvert Install |
| OLE1 |
File details come from the government source that posted it. Updated .