40005-FY27-013-1.pdf
PDF 2 MB Posted
- Attached to
- New CDL Backing Training Pad - Backing pad plans
- Solicitation number
- 40005-FY27-013
- Issued by
- Allen Parish, Louisiana
About this file
This document is a set of construction plans prepared by Bradford Engineering and Services, LLC for River Parish Community College's Reserve Campus, detailing the design and specifications for a new Commercial Driver's License (CDL) backing training pad. The project encompasses site preparation including degrassing and dirt removal, placement of 10 inches of limestone aggregate with geogrid base, drainage infrastructure with a 36-inch corrugated metal pipe (CMP), and designated areas for equipment staging and training operations. The plans indicate quantities of 3,350 cubic yards of limestone for the CDL training area and 60 linear feet of 36-inch CMP removal and replacement. The construction plans are dated October 2, 2026, and were designed by Edward C. Bradford (PE Reg. No. 29709) with peer review and checking completed. Additional work items include mobilization, removal of structures and obstructions, and erosion control measures, all identified as lump-sum contract line items.
The general notes establish comprehensive contractor responsibilities including utility coordination with "LA One Call" at least 48 hours prior to construction, traffic management compliance with Manual of Uniform Traffic Control Devices requiring written approval from either Louisiana DOTD for state highways or Iberville Parish for other public streets, and utility relocation at no additional cost to the owner. Contractors are held solely responsible for jobsite safety, working conditions, property damage, and maintaining access to affected properties. The project requires contractors to submit record drawings showing all changes from original plans prior to final acceptance and maintain safe distances from energized power lines in accordance with OSHA and NEC requirements. Material specifications include 610 limestone for maintenance gravel placement on existing driveways and roads.
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Text version
NEW CDL PAD
TITLE SHEET AND GENERAL NOTES
RIVER PARISH COMMUNITY COLLEGE - RESERVE CAMPUSBRADFORD
ENGINEERING AND SERVICES, LLC
P. O. Box 181 Phone: (225) 776-3129
Brusly, LA 70719 ecourtbradford@gmail.com
BRADFORD
ENGINEERING AND SERVICES, LLC
P. O. Box 181 Phone: (225) 776-3129
Brusly, LA 70719 ecourtbradford@gmail.com
10/2/2026
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CONSTRUCTION PLANS FOR NEW CDL PAD RIVER PARISH COMMUNITY COLLEGE RESERVE CAMPUS
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TITLE SHEET AND GENERAL NOTES
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INDEX TO SHEETS
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SITE PLAN
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EXISITING TOPOGRAPHIC SURVEY
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DETAILS
AutoCAD SHX Text GENERAL NOTES: A. THE LOCATION OF ALL EXISTING PIPES, CONDUITS, OR UNDERGROUND STRUCTURES IS NOT WARRANTED TO BE EXACT, NOR IS IT WARRANTED THAT ALL UNDERGROUND PIPES, CONDUITS, OR STRUCTURES ARE SHOWN. CONTRACTOR SHALL CONTACT "LA ONE CALL" OR OTHER APPROPRIATE UTILITY COMPANY FOR LOCATION OF THEIR UNDERGROUND SERVICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE OR DISRUPTION OF UTILITY SERVICE DURING CONSTRUCTION. THE CONTRACTOR SHALL ALSO COORDINATE WITH UTILITIES TO PROVIDE SUPPORT TO EXPOSE FACILITIES DURING EXCAVATION TO MAINTAIN SERVICE AND THE INTEGRITY OF UTILITY. B. CONTRACTOR SHALL MAINTAIN UTILITY SERVICES TO ALL RESIDENTS AFFECTED BY HIS WORK. C. UTILITY INFORMATION HAS BEEN PROVIDED BY "LA ONE CALL", INDIVIDUAL UTILITY COMPANIES, AND PREVIOUS CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES PRIOR TO THE INSTALLATION OF THE PROPOSED IMPROVEMENTS. D. ANY UTILITIES THAT WILL NEED TO BE RELOCATED SHALL BE DONE SO AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL COORDINATE WITH EACH UTILITY COMPANY TO HAVE THESE UTILITIES RELOCATED. E. CONTRACTOR SHALL NOT IMPEDE TRAFFIC ON ANY PUBLIC STREETS WITHOUT WRITTEN APPROVAL FROM EITHER THE LA. DOTD FOR STATE HIGHWAYS OR IBERVILLE PARISH FOR OTHER PUBLIC STREETS. CONTRACTOR SHALL INSTALL AND MAINTAIN ADEQUATE CONSTRUCTION SIGNAGE AND BARRICADES IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC C0NTROL DEVICES. ANY EXISTING ROAD SIGNAGE REMOVED FOR CONSTRUCTION SHALL BE REPLACED BY THE END OF THE WORKING DAY. TEMPORARY STOP SIGNS SHALL BE ERECTED PRIOR TO THE REMOVAL OF PERMANENT SIGNS. F. THE CONTRACTOR SHALL PROVIDE ACCESS TO UTILITY COMPANIES TO THEIR FACILITIES FOR MAINTENANCE AND WORK. G. SURVEY MONUMENTS DISTURBED BY THE CONTRACTOR SHALL BE RESET AS DIRECTED BY THE OWNER. PRIOR TO DISTURBANCE, CONTACT THE OWNER TO TIE IN THE MONUMENT. H. THE CONTRACTOR SHALL VERIFY WORK IN THE FIELD AND SHALL SATISFY HIMSELF AS TO THE ACCURACY BETWEEN WORK SET FORTH ON THESE PLANS AND THE WORK REQUIRED IN THE FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE START OF WORK. I. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PROPERTIES DURING CONSTRUCTION. J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE PROJECT SITE RESULTING FROM THE CONTRACTORS CONSTRUCTION ACTIVITIES. K. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR WORKING CONDITIONS ON THE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, DURING PERFORMANCE OF WORK. L. THE CONTRACTOR SHALL COORDINATE THE BRACING OF ALL POLES ADJACENT TO THE EXCAVATION WITH THE UTILITY OWNER, AND BRACING SHALL REMAIN IN PLACE AFTER BACKFILLING UNTIL COMPACTION REQUIREMENTS FOR BACKFILL ARE MET. ALL WORK ADJACENT TO POLES SHALL BE COMPLETED PROMPTLY. M. PRIOR TO FINAL ACCEPTANCE, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A COMPLETE SET OF RECORD DRAWINGS SHOWING CHANGES FROM THE ORIGINAL DRAWINGS. N. THE CONTRACTOR SHALL MAINTAIN A SAFE DISTANCE FROM ALL ENERGIZED POWER LINES IN ACCORDANCE WITH OSHA AND NEC REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE MAXIMUM HEIGHT AND REACH ATTAINABLE BY ANY PART OF ANY PIECE OF EQUIPMENT. AFTER COORDINATING WITH THE POWER ENTITY TO DETERMINE HEIGHT LOCATION OF THE POWER LINE, THE CONTRACTOR SHALL DETERMINE THE SAFE CLARENCE WHICH SHALL NOT BE VIOLATED. IF THE SAFE CLARENCE WILL BE VIOLATED, PRIOR TO BEGINNING ANY OPERATIONS IN THE AREA, THE CONTRACTOR SHALL ESTABLISH A COORDINATION PROCEDURE WITH THE POWER ENTITY TO ENSURE THAT THE CONTRACTOR SHALL HAVE SUFFICIENT NOTICE TO ALLOW REMOVAL OF ALL EQUIPMENT WHICH MAY VIOLATE THE SAFE CLARENCE FROM THE AREA PRIOR TO THE LINE BERING RE-ENERGIZED. O. 610 LIMESTONE USED FOR MAINTENANCE GRAVEL, SHALL BE PLACED ATOP ALL EXISTING GRAVEL OR EARTHEN DRIVEWAYS AND ROADS.. 610 LIMESTONE USED FOR MAINTENANCE GRAVEL, SHALL BE PLACED ATOP ALL EXISTING GRAVEL OR EARTHEN DRIVEWAYS AND ROADS.
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IN
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PROFESSIONAL ENGINEER
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AutoCAD SHX Text REG. No. 29709
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EDWARD C. BRADFORD
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SUMMARY OF QUANTITIES
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DESCRIPTION
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QUANTITIES
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AS BID
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MOBILIZATION
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REMOVAL OF STRUCTURES AND OBSTRUCTIONS
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LIMESTONE CDL TRAINING AREA
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REMOVE AND REPLACE 36" CMP
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CONSTRUCTION PLANS FOR NEW CDL PAD RIVER PARISH COMMUNITY COLLEGE RESERVE CAMPUS
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TITLE SHEET AND GENERAL NOTES
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%%UDESCRIPTION
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EXISITING TOPOGRAPHIC SURVEY
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AutoCAD SHX Text GENERAL NOTES: A. THE LOCATION OF ALL EXISTING PIPES, CONDUITS, OR UNDERGROUND STRUCTURES IS NOT WARRANTED TO BE EXACT, NOR IS IT WARRANTED THAT ALL UNDERGROUND PIPES, CONDUITS, OR STRUCTURES ARE SHOWN. CONTRACTOR SHALL CONTACT "LA ONE CALL" OR OTHER APPROPRIATE UTILITY COMPANY FOR LOCATION OF THEIR UNDERGROUND SERVICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE OR DISRUPTION OF UTILITY SERVICE DURING CONSTRUCTION. THE CONTRACTOR SHALL ALSO COORDINATE WITH UTILITIES TO PROVIDE SUPPORT TO EXPOSE FACILITIES DURING EXCAVATION TO MAINTAIN SERVICE AND THE INTEGRITY OF UTILITY. B. CONTRACTOR SHALL MAINTAIN UTILITY SERVICES TO ALL RESIDENTS AFFECTED BY HIS WORK. C. UTILITY INFORMATION HAS BEEN PROVIDED BY "LA ONE CALL", INDIVIDUAL UTILITY COMPANIES, AND PREVIOUS CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES PRIOR TO THE INSTALLATION OF THE PROPOSED IMPROVEMENTS. D. ANY UTILITIES THAT WILL NEED TO BE RELOCATED SHALL BE DONE SO AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL COORDINATE WITH EACH UTILITY COMPANY TO HAVE THESE UTILITIES RELOCATED. E. CONTRACTOR SHALL NOT IMPEDE TRAFFIC ON ANY PUBLIC STREETS WITHOUT WRITTEN APPROVAL FROM EITHER THE LA. DOTD FOR STATE HIGHWAYS OR IBERVILLE PARISH FOR OTHER PUBLIC STREETS. CONTRACTOR SHALL INSTALL AND MAINTAIN ADEQUATE CONSTRUCTION SIGNAGE AND BARRICADES IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC C0NTROL DEVICES. ANY EXISTING ROAD SIGNAGE REMOVED FOR CONSTRUCTION SHALL BE REPLACED BY THE END OF THE WORKING DAY. TEMPORARY STOP SIGNS SHALL BE ERECTED PRIOR TO THE REMOVAL OF PERMANENT SIGNS. F. THE CONTRACTOR SHALL PROVIDE ACCESS TO UTILITY COMPANIES TO THEIR FACILITIES FOR MAINTENANCE AND WORK. G. SURVEY MONUMENTS DISTURBED BY THE CONTRACTOR SHALL BE RESET AS DIRECTED BY THE OWNER. PRIOR TO DISTURBANCE, CONTACT THE OWNER TO TIE IN THE MONUMENT. H. THE CONTRACTOR SHALL VERIFY WORK IN THE FIELD AND SHALL SATISFY HIMSELF AS TO THE ACCURACY BETWEEN WORK SET FORTH ON THESE PLANS AND THE WORK REQUIRED IN THE FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE START OF WORK. I. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PROPERTIES DURING CONSTRUCTION. J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE PROJECT SITE RESULTING FROM THE CONTRACTORS CONSTRUCTION ACTIVITIES. K. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR WORKING CONDITIONS ON THE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, DURING PERFORMANCE OF WORK. L. THE CONTRACTOR SHALL COORDINATE THE BRACING OF ALL POLES ADJACENT TO THE EXCAVATION WITH THE UTILITY OWNER, AND BRACING SHALL REMAIN IN PLACE AFTER BACKFILLING UNTIL COMPACTION REQUIREMENTS FOR BACKFILL ARE MET. ALL WORK ADJACENT TO POLES SHALL BE COMPLETED PROMPTLY. M. PRIOR TO FINAL ACCEPTANCE, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A COMPLETE SET OF RECORD DRAWINGS SHOWING CHANGES FROM THE ORIGINAL DRAWINGS. N. THE CONTRACTOR SHALL MAINTAIN A SAFE DISTANCE FROM ALL ENERGIZED POWER LINES IN ACCORDANCE WITH OSHA AND NEC REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE MAXIMUM HEIGHT AND REACH ATTAINABLE BY ANY PART OF ANY PIECE OF EQUIPMENT. AFTER COORDINATING WITH THE POWER ENTITY TO DETERMINE HEIGHT LOCATION OF THE POWER LINE, THE CONTRACTOR SHALL DETERMINE THE SAFE CLARENCE WHICH SHALL NOT BE VIOLATED. IF THE SAFE CLARENCE WILL BE VIOLATED, PRIOR TO BEGINNING ANY OPERATIONS IN THE AREA, THE CONTRACTOR SHALL ESTABLISH A COORDINATION PROCEDURE WITH THE POWER ENTITY TO ENSURE THAT THE CONTRACTOR SHALL HAVE SUFFICIENT NOTICE TO ALLOW REMOVAL OF ALL EQUIPMENT WHICH MAY VIOLATE THE SAFE CLARENCE FROM THE AREA PRIOR TO THE LINE BERING RE-ENERGIZED. O. 610 LIMESTONE USED FOR MAINTENANCE GRAVEL, SHALL BE PLACED ATOP ALL EXISTING GRAVEL OR EARTHEN DRIVEWAYS AND ROADS.. 610 LIMESTONE USED FOR MAINTENANCE GRAVEL, SHALL BE PLACED ATOP ALL EXISTING GRAVEL OR EARTHEN DRIVEWAYS AND ROADS.
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PROFESSIONAL ENGINEER
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AutoCAD SHX Text REG. No. 29709
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EDWARD C. BRADFORD
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SUMMARY OF QUANTITIES
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DESCRIPTION
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UNIT
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QUANTITIES
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AS BID
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AS BUILT
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MOBILIZATION
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LUMP SUM
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REMOVAL OF STRUCTURES AND OBSTRUCTIONS
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LUMP SUM
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EROSION CONTROL
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LIMESTONE CDL TRAINING AREA
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REMOVE AND REPLACE 36" CMP
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EXISTING TOPOGRAPHIC SURVEY
RIVER PARISH COMMUNITY COLLEGE - RESERVE CAMPUS
C-1
BRADFORD
ENGINEERING AND SERVICES, LLC
P. O. Box 181 Phone: (225) 776-3129
Brusly, LA 70719 ecourtbradford@gmail.com
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AutoCAD SHX Text REG. No. 29709
EDWARD C. BRADFORD
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RIVER PARISH COMMUNITY COLLEGE - RESERVE CAMPUS
C-2
BRADFORD
ENGINEERING AND SERVICES, LLC
P. O. Box 181 Phone: (225) 776-3129
Brusly, LA 70719 ecourtbradford@gmail.com
N
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10/2/2026
AutoCAD SHX Text 350.0'
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EXISTING CONCRETE PARKING LOT
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GRASS
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GRASS
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RAGALA PARK DRIVE
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W. 10TH STREET
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EXCAVATOR OPERATIONS CAT 310 EXCAVATOR (FUTURE)
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BACKHOE TRENCHING CAT 420XE BACKHOE (FUTURE)
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DOZER/CTL GRADING D1 DOZER, CAT 255 CTL (FUTURE)
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STAGING / PARKING AREA FRO EQUIPMENT (LIMESTONE) (FUTURE)
AutoCAD SHX Text DEGRASS AND REMOVE DIRT FOR PLACEMENT OF 10" OF LIMESTONE SEE DETAIL 1, SHEET C-3
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IN
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PROFESSIONAL ENGINEER
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AutoCAD SHX Text REG. No. 29709
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EDWARD C. BRADFORD
LEGEND FLOW DIRECTION LIMESTONE CONCRETE DRAINAGE PIPE CENTERLINE OF DITCH HIGHPOINT PROPERTY LINE
DETAILS
RIVER PARISH COMMUNITY COLLEGE - RESERVE CAMPUS
C-3
BRADFORD
ENGINEERING AND SERVICES, LLC
P. O. Box 181 Phone: (225) 776-3129
Brusly, LA 70719 ecourtbradford@gmail.com
10/2/2026
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DESCRIPTION OF REVISION
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DATE
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%%UREFERENCE DRAWINGS
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DESIGNED:
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DATE:
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CHECKED:
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PROJECT:
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ECB
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OEW
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ECB
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DRAWING:
AutoCAD SHX Text RPCC RESERVE REV1.DWG - DETAILS - Friday, October 2, 2026 1:09:14 PM
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TYPICAL LIMESTONE AGGREGATE DRIVE
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SCALE: N.T.S.
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GEOGRID
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10" LIMESTONE
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HIGHPOINT
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IN
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PROFESSIONAL ENGINEER
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AutoCAD SHX Text REG. No. 29709
EDWARD C. BRADFORD
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