Attachment B_Drawings_3.3.26_final draft_Cerro Pelado Road Reconstruction.pdf
PDF 3 MB Posted
- Attached to
- Solicitation is Restricted to the Current Region 3 FERM BPA Holders - USDA Forest Service
- Solicitation number
- 127EAX26Q0056
- Issued by
-
Department of Agriculture Forest Service
About this file
This file is a set of engineering drawings for the Cerro Pelado Road Reconstruction project located in the Jemez Ranger District of the Santa Fe National Forest in Sandoval County, New Mexico, within the R3 Southwestern Region of the U.S. Department of Agriculture Forest Service.
The project encompasses road reconditioning work on NFSR 10, NFSR 10Q, and NFSR 27Q, with lengths of 14.258 miles, 1.412 miles, and 6.579 miles respectively. The work includes typical section details for both native-surfaced and aggregate-surfaced roads with specific slope and crown requirements, installation of rolling dips and grade dips with minimum 4% flowline grades and defined freeboard tolerances, culvert replacement and installation in sidehill and fill sections with 16 GA galvanized corrugated steel pipe and 4" bedding material specifications, check dam construction using hand-placed riprap with Class 2 gradation and geotextile materials, and cattle guard installation with standardized steel frame assemblies. General construction notes require contractor identification of utilities before digging, compliance with the Santa Fe National Forest Fire Plan, immediate work stoppage and contracting officer notification upon discovery of archaeological resources, removal of material berms daily, equipment inspection prior to mobilization, and construction activity limited to 30 minutes after dawn through dusk Monday through Friday unless approved in writing. Road closure prior to completion requires written approval, and all project changes must be reviewed and approved beforehand by the contracting officer.
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Text version
FOREST LOCATION MAP
PROJECT LOCATION MAP
TRAVEL DIRECTIONS TO NFSR 10 FROM JEMEZ RANGER DISTRICT OFFICE:
Head toward NM-4 E. Turn right onto NM-4 E. Drive approximately 14.6 miles to NFSR 10 on your right.
Google maps can take you if you search directions from the Jemez Ranger District Office to Automotive & Moore.
SHEET OF
United States Department of Agriculture Forest Service
CERRO PELADO ROAD RECONSTRUCTION
RECOMMENDED BY:
APPROVED:
ENGINEERING STAFF OFFICER
DISTRICT RANGER DATE
DATE
DIRECTOR OF ENGINEERING DATE
FOREST SUPERVISOR DATE
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NEW MEXICO
SANDOVAL COUNTY
R3 SOUTHWESTERN REGION
SANTA FE NATIONAL FOREST
JEMEZ RANGER DISTRICT
INDEX OF SHEETS
SHEET TITLE
01 COVER SHEET
G-02 VICINITY MAP
G-03 GENERAL NOTES
C-01 TYPICAL SECTION DETAIL
C-02 DRAIN DIP DETAILS
C-03 CULVERT REPLACEMENT AND INSTALLATION
C-04 CHECK DAM DETAIL
C-05 CATTLEGUARD DETAIL
2/12/2026
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
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R3
SOUTHWESTERN REGION
CERRO PELADO
ROAD
RECONSTRUCTION
SANTA FE NATIONAL
FOREST
JEMEZ RANGER DISTRICT
VICINITY MAP
2/12/2026
M. DE LA CRUZ
C. HYATT
M. APODACA
G-02 02 08
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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
2/2 6/2
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R3
SOUTHWESTERN REGION
CERRO PELADO
ROAD
RECONSTRUCTION
SANTA FE NATIONAL
FOREST
JEMEZ RANGER DISTRICT
GENERAL NOTES
2/12/2026
M. DE LA CRUZ
C. HYATT
M. APODACA
G-03 03 08
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GENERAL NOTES
AutoCAD SHX Text G-01. THE CONTRACTING OFFICER (CO) AS REFERENCED HEREIN REFERS TO THE GOVERNMENT CO OVERSEEING THE CONTRACT. THE CONTRACTING OFFICER (CO) AS REFERENCED HEREIN REFERS TO THE GOVERNMENT CO OVERSEEING THE CONTRACT. G-02. THE CONTRACTOR AS REFERENCED HEREIN REFERS TO THE COMPANY OR PERSON PERFORMING ALL PROJECT ACTIVITIES. THE CONTRACTOR AS REFERENCED HEREIN REFERS TO THE COMPANY OR PERSON PERFORMING ALL PROJECT ACTIVITIES. G-03. STANDARD DETAILS SHALL APPLY TO ALL PROJECT ACTIVITIES. STANDARD DETAILS SHALL APPLY TO ALL PROJECT ACTIVITIES. G-04. CONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT, SUPERVISION, SIGNING, TRANSPORTATION, AND SUPPLIES NECESSARY CONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT, SUPERVISION, SIGNING, TRANSPORTATION, AND SUPPLIES NECESSARY TO PERFORM ALL PROJECT ACTIVITIES. G-05. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES BEFORE DIGGING. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES BEFORE DIGGING. G-06. CONTRACTOR SHALL CONFORM TO THE PROVIDED SANTA FE NATIONAL FOREST FIRE PLAN AT ALL TIMES. CONTRACTOR SHALL CONFORM TO THE PROVIDED SANTA FE NATIONAL FOREST FIRE PLAN AT ALL TIMES. G-07. IN THE EVENT OF INADVERTENT DISCOVERY OF POSSIBLE ARCHAEOLOGICAL RESOURCES, CONTRACTOR SHALL STOP WORK IN THE EVENT OF INADVERTENT DISCOVERY OF POSSIBLE ARCHAEOLOGICAL RESOURCES, CONTRACTOR SHALL STOP WORK IN THE IMMEDIATE VICINITY AND CONTACT THE CONTRACTING OFFICER'S REPRESENTATIVE. G-08. CONTRACTOR SHALL NOT PERFORM WORK IN OR DISCARD MATERIAL INTO WATER BODIES. CONTRACTOR SHALL NOT PERFORM WORK IN OR DISCARD MATERIAL INTO WATER BODIES. G-09. BERMS OF MATERIAL OF ANY KIND SHALL BE REMOVED PRIOR TO THE END OF EACH WORKING DAY. BERMS OF MATERIAL OF ANY KIND SHALL BE REMOVED PRIOR TO THE END OF EACH WORKING DAY. G-10. ALL VEHICLES AND EQUIPMENT SHALL BE CLEAN AND FREE OF WEEDS AND SUBJECT TO INSPECTION PRIOR TO ALL VEHICLES AND EQUIPMENT SHALL BE CLEAN AND FREE OF WEEDS AND SUBJECT TO INSPECTION PRIOR TO MOBILIZING ONTO FOREST LANDS. G-11. CONSTRUCTION ACTIVITY SHALL BE LIMITED TO THE HOURS OF THIRTY (30) MINUTES AFTER DAWN TO THIRTY (30) CONSTRUCTION ACTIVITY SHALL BE LIMITED TO THE HOURS OF THIRTY (30) MINUTES AFTER DAWN TO THIRTY (30) MINUTES BEFORE DUSK, MONDAY THROUGH FRIDAY, UNLESS OTHER HOURS ARE APPROVED IN WRITING BY THE CO. G-12. CONSTRUCTION ACTIVITY SHALL NOT OCCUR ON FEDERAL HOLIDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE CONSTRUCTION ACTIVITY SHALL NOT OCCUR ON FEDERAL HOLIDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE CO. G-13. ALL CHANGES TO PROJECT ACTIVITIES SHALL BE REVIEWED AND APPROVED BEFOREHAND BY THE CO. ALL CHANGES TO PROJECT ACTIVITIES SHALL BE REVIEWED AND APPROVED BEFOREHAND BY THE CO. G-14. PRIOR TO CLOSING A ROAD LONGER THAN 45 MINUTES, IT SHALL BE APPROVED, IN WRITING, BY THE CO.PRIOR TO CLOSING A ROAD LONGER THAN 45 MINUTES, IT SHALL BE APPROVED, IN WRITING, BY THE CO.
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ROAD BMP EMP LENGTH (MI)
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
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SOUTHWESTERN REGION
CERRO PELADO
ROAD
RECONSTRUCTION
SANTA FE NATIONAL
FOREST
JEMEZ RANGER DISTRICT
TYPICAL SECTION
DETAIL
2/12/2026
M. DE LA CRUZ
C. HYATT
M. APODACA
C-01 04 08
4"
4"
4"
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NFSR 10
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AutoCAD SHX Text 14.258
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NFSR 10Q
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AutoCAD SHX Text 1.412
AutoCAD SHX Text 1.412
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NFSR 270
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AutoCAD SHX Text 6.579
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AutoCAD SHX Text ROAD RECONDITIONING CONSTRUCTION NOTES 1. THE ROADWAY SURFACE SHALL BE CROWNED AS A RESULT OF THE ROADWAY SURFACE SHALL BE CROWNED AS A RESULT OF ROAD RECONDITIONING UNLESS OTHERWISE SPECIFIED AND STAKED AND/OR FLAGGED ACCORDINGLY ON SITE BY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR).
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TABLE 1. ROAD RECONDITIONING LOCATIONS
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OUTSLOPED:
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TYPICAL SECTIONS FOR NATIVE-SURFACED ROADS
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FILL SLOPE
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CUT SLOPE
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NATURAL GROUND
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CROWNED:
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FILL SLOPE
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CUT SLOPE
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NATURAL GROUND
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OUTSLOPED:
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FILL SLOPE
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CUT SLOPE
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NATURAL GROUND
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CROWNED:
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FILL SLOPE
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CUT SLOPE
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NATURAL GROUND
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INSLOPED:
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FILL SLOPE
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CUT SLOPE
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NATURAL GROUND
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TYPICAL SECTIONS FOR AGGREGATE-SURFACED ROADS
AutoCAD SHX Text AGGREGATE SURFACING CONSTRUCTION NOTES 2. ONE BASE ITEM FOR AGGREGATE SURFACING INCLUDES NFSR ONE BASE ITEM FOR AGGREGATE SURFACING INCLUDES NFSR 10 BETWEEN MP 0.000 AND MP 14.258. 3. ROAD RECONDITIONING IS REQUIRED PRIOR TO AGGREGATE ROAD RECONDITIONING IS REQUIRED PRIOR TO AGGREGATE PLACEMENT, WHICH INCLUDES APPROVAL, IN WRITING, BY THE CO. 4. THERE ARE SEVERAL AREAS IDENTIFIED IN THE ROAD LOGS THERE ARE SEVERAL AREAS IDENTIFIED IN THE ROAD LOGS THAT REQUIRE SPOT GRAVELING. 5. AGGREGATE SURFACING SHALL COVER 14 FEET OF AGGREGATE SURFACING SHALL COVER 14 FEET OF ROAD WIDTH AND BE COMPACTED TO 4". 6. IN AREAS WHERE TRAVELED WAY IS GREATER THAN 14', IN AREAS WHERE TRAVELED WAY IS GREATER THAN 14', SHOULDERS SHALL BE CONSTRUCTED, AT 1' ON EITHER SIDE. 7. AGGREGATE SURFACING LIFTS SHALL BE NO GREATER THAN AGGREGATE SURFACING LIFTS SHALL BE NO GREATER THAN EIGHT (8) INCHES IN HEIGHT. 8. AGGREGATE SURFACING LIFTS SHALL BE COMPACTED AGGREGATE SURFACING LIFTS SHALL BE COMPACTED ACCORDING TO FSSS 301.05(d), COMPACTION D.
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ORIGINAL GRADEFLOWLINE
CL
ROLLING DIP LOCATIONS
SHOWN ON ROAD LOGS
L L
T L T
GA G GA
GGD
0.5ft.
1 FT. DITCH (IF IN
DITCHED STANDARD
ROADWAY).
DITCH GRADE
GD-ADVERSE GRADE
GA-APPROACH GRADE
G -ORIGINAL ROAD GRADE
L -LENGTH OF VERTICAL
CURVE
T -LENGTH OF APPROACH
GRADE
1. GRADE ALONG THE FLOWLINE WILL BE A MINIMUM OF 4%.
IN SECTION 203.
3. WHERE FURROW DITCHES ARE SPECIFIED IN THE DESCRIPTION OF
WORK THE FURROW DITCH GRADE WILL BE A MINIMUM OF (G)
WHICH IS DESCRIBED IN THE PROFILE DRAWING ABOVE.
4. TOLERANCE CRITERIA
FREEBOARD: + or - 0.2 FT.
"L" : + or - 5 FT.
"T" : + or - 10 FT.
GRADE
G GA
L T 2% 4% 14' 42' 4% 6% 16' 55' 6% 8% 18' 71'
UPHILL
UPHILL
GRADE DIP LOCATIONS
SHOWN ON ROAD LOGS
ORIGINAL GRADE LINE
FLOWLINE
GRADE DIP ___________
15' 15'
30 30 30 30
PLAN VIEW_________
FLOWLINE
0 0
0 0
PROFILE VIEW____________
POINTS OF FULL OUTSLOPE
GRADE OF 4%
2. GRADE DIPS SHALL BE CONSTRUCTED BY THE METHOD REQUIRED
3. WHERE FURROW DITCHES ARE SPECIFIED IN THE DESCRIPTION
OF WORK THE FURROW DITCH GRADE WILL BE A MINIMUM OF
THE STEEPER GRADE (G1 OR G2) DRAINING INTO THE DIP.
DOWNGRADE
GRADE LINE (G 2)
GRADE LINE (G 1)
ROLLING DIP (0.5' FREEBOARD)
2. ROLLING DIPS SHALL BE CONSTRUCTED BY THE METHOD REQUIRED
1. GRADE ALONG FLOWLINE WILL BE A MINIMUM OF 4%.
GENERAL CONSTRUCTION NOTES:
If any archaeological site is found, work shall not resume in that area, and the COR shall immediately be notified.
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
2/2 6/2
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SOUTHWESTERN REGION
CERRO PELADO
ROAD
RECONSTRUCTION
SANTA FE NATIONAL
FOREST
JEMEZ RANGER DISTRICT
DRAIN DIP DETAILS
2/12/2026
M. DE LA CRUZ
C. HYATT
M. APODACA
C-02 05 08
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ARCHAEOLOGICAL RESTRICTIONS:
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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
2/2 6/2
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R3
SOUTHWESTERN REGION
CERRO PELADO
ROAD
RECONSTRUCTION
SANTA FE NATIONAL
FOREST
JEMEZ RANGER DISTRICT
CULVERT REPLACEMENT
AND INSTALLATION
2/12/2026
M. DE LA CRUZ
M. DE LA CRUZ
M. APODACA
C-03 06 08
AutoCAD SHX Text CULVERT INSTALLATION CONSTRUCTION NOTES 1. THE NEW CULVERT PIPE SHALL BE SUPPLIED THE NEW CULVERT PIPE SHALL BE SUPPLIED BY THE CONTRACTOR. 2. THE NEW CULVERT PIPE SHALL BE 16 GA THE NEW CULVERT PIPE SHALL BE 16 GA GALVANIZED CORRUGATED STEEL. 3. BEDDING MATERIAL SHALL ADHERE TO FP-24 BEDDING MATERIAL SHALL ADHERE TO FP-24 714.01(c). 4. 4" BEDDING MATERIAL SHALL NOT BE COMPACTED. 4" BEDDING MATERIAL SHALL NOT BE COMPACTED. 5. BACKFILL SHALL BE COMPACTED ACCORDING BACKFILL SHALL BE COMPACTED ACCORDING TO FSSS 204.11(d). 6. WHEN COMPACTING WITH ROLLERS IS NOT WHEN COMPACTING WITH ROLLERS IS NOT PRACTICAL, USE APPROVED MECHANICAL TAMPERS FOR A MIN. OF THREE PASSES. 7. EXCAVATION AND THE CULVERT FOUNDATION EXCAVATION AND THE CULVERT FOUNDATION SHALL BE APPROVED IN WRITING BY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) BEFORE THE PIPE IS PLACED AND BACKFILL IS CONDUCTED (FOR PIPES 48 IN. IN DIAMETER OR GREATER). 8. CULVERT LOCATIONS ARE LISTED ON ROAD LOGS. CULVERT LOCATIONS ARE LISTED ON ROAD LOGS. 9. FINAL LOCATIONS TO BE APPROVED BY COR.FINAL LOCATIONS TO BE APPROVED BY COR.
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SLOPE
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SLOPE
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1' MIN.
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CAMBER
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INVERT
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NATURAL GROUND
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DISCHARGE ONTO
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%%UTYPICAL INSTALLATION IN SIDEHILL SECTION
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CUT SLOPE AS STAKED
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1.5 DIA. OR 3 FT. MIN.
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1' MIN.
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%%UTYPICAL INSTALLATION IN FILL SECTION
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DISCHARGE ONTO
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NATURAL GROUND
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1' MIN.
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%%UTYPICAL INSTALLATION WITH OUTLET DITCH
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OUTLET DITCH GRADE
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AS STAKED
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1.5 DIA. OR 3 FT. MIN.
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%%UTYPICAL INSTALLATION FOR CAMBER
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CAMBER SHALL BE ON A CURVE
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WITH NO POINT ALONG THE
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CULVERT BEING HIGHER THAN
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THE INVERT AT THE INLET.
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1% OF CULVERT
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LENGTH
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DISCHARGE ONTO
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NATURAL GROUND
AutoCAD SHX Text *4" Bedding material required for culverts 48" D or greater.
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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
2/2 6/2
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SOUTHWESTERN REGION
CERRO PELADO
ROAD
RECONSTRUCTION
SANTA FE NATIONAL
FOREST
JEMEZ RANGER DISTRICT
CHECK DAM DETAIL
01/23/2026
M. DE LA CRUZ
C. HYATT
M. APODACA
C-04 07 08
AutoCAD SHX Text CHECK DAM CONSTRUCTION NOTES 1. RIPRAP MUST BE HAND-PLACED. RIPRAP MUST BE HAND-PLACED. 2. THE GRADATION OF RIPRAP SHALL BE OF CLASS 2 ACCORDING TO FP-24 705.02. THE GRADATION OF RIPRAP SHALL BE OF CLASS 2 ACCORDING TO FP-24 705.02. 3. CHECK DAMS SHALL BE CONSTRUCTED PERPENDICULAR TO THE FLOW OF WATER. CHECK DAMS SHALL BE CONSTRUCTED PERPENDICULAR TO THE FLOW OF WATER. 4. THE MAXIMUM SPACING BETWEEN CHECK DAMS SHALL BE SUCH THAT THE DOWNSTREAM TOE OF THE UPSTREAM THE MAXIMUM SPACING BETWEEN CHECK DAMS SHALL BE SUCH THAT THE DOWNSTREAM TOE OF THE UPSTREAM DAM IS AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM DAM. 5. RIPRAP SHALL BE KEYED INTO THE DITCH BANKS. RIPRAP SHALL BE KEYED INTO THE DITCH BANKS. 6. GEOTEXTILE SHALL BE NON-WOVEN TYPE 6 ACCORDING TO FP-24 TABLE 714-2. GEOTEXTILE SHALL BE NON-WOVEN TYPE 6 ACCORDING TO FP-24 TABLE 714-2. 7. CHECK DAM LOCATIONS IDENTIFIED ON ROAD LOGS.CHECK DAM LOCATIONS IDENTIFIED ON ROAD LOGS.
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PROFILE VIEW
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FINISH ROAD GRADE
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CUT SLOPE
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CROSS-SECTION VIEW
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FLOW
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FLOW
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RIPRAP KEYED INTO BANKS
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GEOTEXTILE
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CL
7' -5"
2' -0
C 10 X 15.3 " HOLES FOR "
MACHINE BOLTS
SEE FOUNDATION DRAWING
FOR DETAILS
5" X " PREFORMED
BITUMINOUS JOINT
FILLER FULL LENGTH
OF CATTLEGUARD
(CONCRETE BASE ONLY).
TYP3-8
6"X6" TIMBER POST
LENGTH AS REQUIRED
FOR 3' -0" BURIAL OR
APPROVED METAL SUBSTITUTE
L 2" X 2" X
PLATE
TYP
TYP
TWO STEEL WING ASSEMBLIES
REQUIRED FOR EACH
CATTLEGUARD.
L 1 " X 1 " X "
TYP
L 6" X 4" X "
X FULL LENGTH
0 1 2 4
SCALE IN FEET
3/8" = 1'( )
45°
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
2/2 6/2
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SOUTHWESTERN REGION
CERRO PELADO
ROAD
RECONSTRUCTION
SANTA FE NATIONAL
FOREST
JEMEZ RANGER DISTRICT
CATTLE GUARD DETAIL
2/12/2026
M. DE LA CRUZ
M. DE LA CRUZ
M. APODACA
C-05 08 08
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14 RAIL SECTIONS @ 7 1/8" + O/C
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GENERAL NOTES
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DESIGN LOADING: AASHTO HS2O-44 LOADING AND U.S.F.S. U80 LOADING.
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STRUCTURAL STEEL: ALL STRUCTURAL STEEL EXCEPT RAIL SECTIONS
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SHALL CONFORM TO AASHTO DESIGNATION M183-70 (ASTM A 36). RAIL
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SECTIONS SHALL BE EITHER FORMED SECTIONS MADE FROM HIGH STRENGTH
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STEEL CONFORMING TO ASTM A 570, GRADE 45 OR BETTER,OR
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RECTANGULAR STEEL TUBE SECTIONS CONFORMING TO ASTM DESIGNATION
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A500, GRADE B. BOLTS AND PINS SHALL CONFORM TO ASTM DESIGNATION
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A 307. WELDING AND FABRICATION SHALL BE DONE IN ACCORDANCE WITH
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SECTION 555 OF THE STANDARD SPECIFICATIONS OR SPECIAL PROJECT
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SPECIFICATIONS.
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PAINT: ALL METAL PARTS OF THE CATTLE GUARD EXCEPT THE ANCHOR
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PINS SHALL BE PAINTED IN ACCORDANCE WITH SECTIONS 555 AND 708 OF
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THE STANDARD SPECIFICATIONS. PAINT SYSTEM 1 OR 2 SHALL BE USED
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FOR COASTAL ENVIRONMENTS. PAINT SYSTEM 4 SHALL BE USED IN MILDER
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CLIMATES. THE COLOR OF THE FINAL COAT SHALL BE DETERMINED BY THE
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ENGINEER OR SHALL BE AS INDICATED IN OTHER CONTRACT DOCUMENTS.
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ANCHOR PINS: SHALL BE GALVANIZED IN ACCORDANCE WITH AASHTO DESIG-
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NATION M 111 (ASTM A 123).
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CHANNEL SPACING
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CATTLEGUARD
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WIDTH
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8 FEET
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10 FEET
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12 FEET
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14 FEET
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LOADING
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HS20
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HS20
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A (NUMBER)
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B (SPACING)
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NOTE: SINGLE LANE STRUCTURES SHALL BE
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MINIMUM 14' -0" WIDTH. OTHER WIDTHS ARE
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TO BE USED ONLY IN COMBINATION TO
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CONSTRUCT WIDER SINGLE LANE OR DOUBLE
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LANE STRUCTURES.
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1' -6" MIN.
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TYPE 3
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OBJECT MARKER
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TYPE 3 - 4X4 TREATED TIMBER OR GALVANIZED
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STEEL POST 1.1 LBS/FT
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VARIABLE
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5 X " X FULL LENGTH
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PREFORMED BITUMINOUS
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FILLER, WITH CONCRETE
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BASE ONLY.
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A-C10 X 15.3 CHANNELS @ B SPACING
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(SEE TABLE THIS SHEET)
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RAIL SECTION (SEE DETAILS ABOVE)
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" HOLES FOR
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MACHINE BOLTS
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TYP
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TYP
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PLATE 6 " X " X FULL LENGTH
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SPACING OF 1 " HOLES FOR 1" DIA. ANCHOR PINS.
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L 6" X 4" X " X FULL LENGTH
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1/2" MACHINE BOLT WITH
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LOCK WASHERS
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3 SP. @ 1' -2"
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FORMED SECTION
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STEEL TUBE SECTION
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CATTLE GUARD
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WIDTH
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SINGLE LANE ROAD
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DOUBLE LANE ROAD
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PLATE 6 " X " X FULL LENGTH
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PLAN
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ELEVATION
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SECTION A-A
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TYPICAL INSTALLATION DETAIL
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ALTERNATE RAIL SECTIONS
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(NOT TO SCALE)
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(NOT TO SCALE)
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BOLT SECTIONS TOGETHER TO INCREASE WIDTH.
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USE THREE " DIA. X 1 " MACHINE
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BOLTS EQUALLY SPACED WITH END BOLTS 9"
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FROM ENDS OF CHANNELS.
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COLD FORMED
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HIGH STRENGTH
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STEEL PLATE
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TS 3 X 2 X 0.1875
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3' MIN
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PLOT SCALE: 1=32
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TIMBER: SHALL BE ROUGHCUT NO. 1 DOUGLAS FIR, OR WESTERN LARCH
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AND SHALL BE TREATED IN ACCORDANCE WITH AWPA C-2 USING ONE OF
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THE FOLLOWING TREATMENTS: (1)PENTACHLOROPHENOL MEETING AWPA P-8
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USING AN AWPA P-9 TYPE A SOLVENT TO A RETENTION OF 0.4 PFC;
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(2) CREOSOTE MEETING AWPA P1/P13 TO A RETENTION OF 8 PCF.
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PENETRATION SHALL BE AS SPECIFIED IN AWPA C-2.
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ALTERNATING RETROREFLECTIVE BLACK & YELLOW STRIPES
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TYPE 3 OBJECT MARKERS AT RIGHT APPROACH CORNERS
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TYPE 3 OBJECT MARKERS AT RIGHT APPROACH CORNERS
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| Sheets and Views |
| Cerro_Pelado_Road_Reconst_2_26_26_final_draft-1_CoverSheet |
| Cerro_Pelado_Road_Reconst_2_26_26_final_draft-2_VicinityMap |
| Cerro_Pelado_Road_Reconst_2_26_26_final_draft-3_GeneralNotes |
| Cerro_Pelado_Road_Reconst_2_26_26_final_draft-4_TypicalSection |
| Cerro_Pelado_Road_Reconst_2_26_26_final_draft-5_DrainDip |
| Cerro_Pelado_Road_Reconst_2_26_26_final_draft-6_Culvert |
| Cerro_Pelado_Road_Reconst_2_26_26_final_draft-7_CheckDam |
| Cerro_Pelado_Road_Reconst_2_26_26_final_draft-8_Cattleguard |
File details come from the government source that posted it. Updated .