MS_State_Pavement_Repairs_Drawings_Final.pdf
PDF 2 MB Posted
- Attached to
- Pavement Repairs at MS State Federal contract opportunity
- Solicitation number
- 1232sd18Q0014
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| signed_Amendment_2,_MS_State_Paving,_1232SD18Q0014.pdf | ||
| SOLICITATION_1232SD18Q0014,_MS_STATE_PAVEMENT_REPAIRS.pdf | ||
| MS_State_Pavement_Repairs_Final_Specifications.pdf | ||
| Bid_Bond.pdf | ||
| ARS_371.pdf | ||
| ARS_372.pdf | ||
| Davis_Bacon_Wages,_Paving_Repairs_at_MS_State.pdf |
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MISSISSIPPI STATE, MISSISSIPPI
AGRICULTURE RESEARCH SERVICE
U.S. DEPARTMENT OF AGRICULTURE
PAVEMENT REPAIRS
USDA
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MISSISSIPPI STATE, MISSISSIPPI
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1 OF 5 2 OF 5 3 OF 5 4 OF 5 5 OF 5
AutoCAD SHX Text TITLE SHEET EXISTING SITE PLAN PR0POSED SITE IMPROVEMENTS CIVIL DETAILS GENERAL DETAILS
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P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
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ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
KEYED NOTES (ALTERNATE BID ITEM)
1 12
ALTERNATE BID ITEM IS INTENDED TO CORRECT MINOR
SETTLEMENT AND SIDEWALK DISPLACEMENT IN THE AREA NOTED.
ALL OTHER WORK SHALL BE CONSIDERED PART OF THE BASE BID.
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AutoCAD SHX Text SITE INVESTIGATION NOTES SITE MEASUREMENTS AND TAKEOFFS WERE PERFORMED ON OCTOBER 10, 2012. UTILITIES WERE LOCATED BY VISUAL OBSERVATION. PRIOR TO BEGINNING WORK ALL UTILITIES SHALL BE LOCATED BY THE CONTRACTOR.
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CONCRETE PAVEMENT
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MISSISSIPPI STATE, MISSISSIPPI
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USDA AGRICULTURAL RESEARCH SERVICE
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USDA, ARS, CROP SCIENCE RESEARCH LAB
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P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
AutoCAD SHX Text Johnson M Adams
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ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
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- REMOVE AND DISPOSE OF CONCRETE CURB AND GUTTER.
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- REMOVE AND DISPOSE OF CONCRETE SIDEWALK.
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- COMPACT SUB GRADE. PROVIDE APPROXIMATELY 6" OF FILL AND GRADE AWAY FROM THE BUILDING TO FACE OF CURB AND CURB INLET.
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- PROVIDE NEW CONCRETE CURB AND GUTTER.
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- PROVIDE NEW SIDEWALK ON STABLE COMPACTED SUBGRADE.
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AutoCAD SHX Text GENERAL NOTES GN-1 REVIEW ALL PROJECT DOCUMENTS PRIOR TO START OF CONSTRUCTION. REPORT ANY DISCREPANCIES TO REVIEW ALL PROJECT DOCUMENTS PRIOR TO START OF CONSTRUCTION. REPORT ANY DISCREPANCIES TO CONTRACTING OFFICER PRIOR TO PROCEEDING WITH WORK. DIMENSIONS RELATING TO EXISTING CONSTRUCTION ARE TO BE FIELD VERIFIED. GN-2 ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT EXCEPT WHERE A SEPARATE DETAIL IS SHOWN. GN-3 THE CONTRACTOR SHALL TAKE CARE, BY THE USE OF GRADING, DIVERSION AND DEWATERING, TO PREVENT THE CONTRACTOR SHALL TAKE CARE, BY THE USE OF GRADING, DIVERSION AND DEWATERING, TO PREVENT PONDING OF WATER ON SITE IN AREAS OF STRUCTURAL AND PAVEMENT SUBGADES. GN-4 PROTECT ASSETS AND FINISHES NOT SHOWN TO BE REMOVED. ANY DAMAGE CAUSED BY CONSTRUCTION PROTECT ASSETS AND FINISHES NOT SHOWN TO BE REMOVED. ANY DAMAGE CAUSED BY CONSTRUCTION OPERATIONS SHALL BE REPAIRED TO MATCH THE EXISTING CONDITIONS AT NO COST TO THE GOVERNMENT. . ALSO, PROTECT SURFACES FROM ASPHALT PRIME AND TACK OVER-SPRAY. ONLY OPEN EXCAVATIONS WHEN ONLY OPEN EXCAVATIONS WHEN WEATHER IS FORECAST TO BE FAVORABLE FOR THE ANTICIPATED WORK DURATION. GN-5 THE CONTRACTOR SHALL CONTROL THE SPREAD OF DUST AND IRRITANTS TO OTHER SPACES, ADJACENT THE CONTRACTOR SHALL CONTROL THE SPREAD OF DUST AND IRRITANTS TO OTHER SPACES, ADJACENT BUILDINGS AND OUTSIDE OF DESIGNATED WORK AREAS. GN-6 THE CONTRACTOR SHALL PROVIDE CLEAN, STRAIGHT, NEAT CUTS FOR DEMOLITION THAT MINIMIZE IMPACTS THE CONTRACTOR SHALL PROVIDE CLEAN, STRAIGHT, NEAT CUTS FOR DEMOLITION THAT MINIMIZE IMPACTS AND ADVERSE AFFECTS ON EXISTING FINISHES. COORDINATE THE LOCATION OF THE CUTS TO ACCOMMODATE FINAL FINISHES. GN-7 THE REPAIR IS DESIGNED TO BE VIABLE IN ITS FULLY CONSTRUCTED, FINAL CONFIGURATION. IT IS THE THE REPAIR IS DESIGNED TO BE VIABLE IN ITS FULLY CONSTRUCTED, FINAL CONFIGURATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THE SAFETY AND STABILITY OF ALL COMPONENTS DURING CONSTRUCTION.
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AutoCAD SHX Text KEYED NOTES 1. REMOVE FULL WIDTH OF ASPHALT ROADWAY AND SUBBASE. EXCAVATE REMOVE FULL WIDTH OF ASPHALT ROADWAY AND SUBBASE. EXCAVATE 18" OF SUBGRADE TO STABILE MATERIAL. BACKFILL WITH CRUSHED LIMESTONE AGGREGATE AND COMPACT TO 95% STANDARD PROCTOR DENSITY. PAVE WITH 6" OF CRUSHED AGGREGATE BASE, 4" OF ASPHALT BINDER (WEARING OR SURFACE COURSE (OPTIONAL)), AND 1-1/2" OF ASPHALT SURFACE. PERFORM EXCAVATION AND BACKFILL WHEN WEATHER FORECAST ARE FAVORABLE TO PREVENT DAMAGING ADDITIONAL SUBGRADE. MAINTAIN DRY EXCAVATION. SEE F/C3. 2. SAWCUT 4" MINIMUM DEPTH. SAWCUT 4" MINIMUM DEPTH. 3. NOTE ALL EXISTING PAVEMENT MARKING LOCATIONS. REPLACE NOTE ALL EXISTING PAVEMENT MARKING LOCATIONS. REPLACE LIKE-IN-KIND AFTER THE NEWLY CONSTRUCTED ASPHALT HAS CURED (MIN 30 DAYS). PROVIDE COLORS TO MATCH EXISTING. ADA MARKINGS SHALL BE BLUE. 4. MILL 2" OF ASPHALT SURFACING AND HAUL OFF SITE. MAINTAIN MILL 2" OF ASPHALT SURFACING AND HAUL OFF SITE. MAINTAIN EXISTING DRAINAGE PATTERNS. DISPOSE OF MATERIAL IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. 5. APPLY ASPHALT TACKIFER. APPLY ASPHALT TACKIFER. 6. PROVIDE 2" OF NEW ASPHALT WEARING SURFACE. PROVIDE 2" OF NEW ASPHALT WEARING SURFACE. 7. REPLACE ASPHALT SPEED BUMPS (LIKE-IN-KIND). REPLACE ASPHALT SPEED BUMPS (LIKE-IN-KIND). 8. REPLACE ASPHALT RAMP. REPLACE ASPHALT RAMP. 9. PROTECT ALL ADJOINING FINISHES TO PREVENT DAMAGE. PROTECT ALL ADJOINING FINISHES TO PREVENT DAMAGE. 10. PAINT TOP OF CURB AND FACE OF CURB (RED). STENCIL 'NO PARKING' PAINT TOP OF CURB AND FACE OF CURB (RED). STENCIL 'NO PARKING' IN 4" WHITE LETTER (30' CENTER TO CENTER). 11. PROVIDE WHITE ON BLUE HANDICAP PAVEMENT MARKING. 12. PROVIDE 'NO PARKING FIRE LANE' PAVEMENT MARKING. SEE DETAIL PROVIDE 'NO PARKING FIRE LANE' PAVEMENT MARKING. SEE DETAIL 1/C4. 13. NEAR THE COMPLETION OF THE CONTRACT, LIGHTLY GRADE AND NEAR THE COMPLETION OF THE CONTRACT, LIGHTLY GRADE AND PROVIDE 3" OF CRUSHED GRAVEL BASE OVER THE LENGTH OF THE GRAVEL DRIVE (ACCESS 2). APPROXIMATELY 15' WIDE BY 180' LONG. 14. PROVIDE 8" THICK CONCRETE DUMPSTER PAD. (20' X 30')PROVIDE 8" THICK CONCRETE DUMPSTER PAD. (20' X 30')
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AutoCAD SHX Text PHASING NOTES A. THE CONTRACTOR SHALL PROVIDE A WRITTEN WORK SCHEDULE TO THE CONTRACTING OFFICER FOR THE CONTRACTOR SHALL PROVIDE A WRITTEN WORK SCHEDULE TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL DESCRIBE THE INTENDED WORK DURATION, EQUIPMENT/PERSONNEL ALLOCATED AND CONSTRUCTION PHASING. B. THE PROJECT SHALL BE PHASED TO ALLOW THE USDA TO ACCESS APPROXIMATELY HALF OF THE THE PROJECT SHALL BE PHASED TO ALLOW THE USDA TO ACCESS APPROXIMATELY HALF OF THE PARKING SPACES AT ANY PHASE OF CONSTRUCTION. VEHICULAR ACCESS TO GOVERNMENT PARKING SHALL BE MADE CONTINUALLY AVAILABLE, BY THE CONTRACTOR, FROM ONE OF THE TWO ACCESS DRIVES (ACCESS 1 AND ACCESS 2). THE CONTRACTOR SHALL LIMIT INTERRUPTIONS TO NORMAL OPERATIONS. MILLING AND PAVING OPERATIONS SHALL BE AS CONTINUOUS AS PRACTICAL WITH MINIMAL INTERRUPTIONS DURING NORMAL GOVERNMENT WORKING HOURS. AT THE CONTRACTOR'S OPTION WITH THE APPROVAL OF THE USDA, ALL MILLING AND NEW PAVEMENT CONSTRUCTION MAY BE PERFORMED DURING NORMAL WORKING HOURS OVER TWO CONSECUTIVE WEEKENDS. C. TO ACCOMMODATE CONSTRUCTION, THE GOVERNMENT WILL BE RESPONSIBLE FOR MOVING PERSONAL TO ACCOMMODATE CONSTRUCTION, THE GOVERNMENT WILL BE RESPONSIBLE FOR MOVING PERSONAL VEHICLE, GOVERNMENT VEHICLE, EQUIPMENT AND NON FIXED OBSTRUCTIONS WITH A FOUR WORKING DAY WRITTEN NOTIFICATION. D. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL HAVE ALL FILL AND PAVEMENT MATERIAL TESTED TO PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL HAVE ALL FILL AND PAVEMENT MATERIAL TESTED TO DETERMINE THE PROCTOR DENSITY CURVE. COHESIVE MATERIAL SHALL BE COMPACTED TO 95 PERCENT ASTM D698 AND COHESIONLESS MATERIAL TO 100 PERCENT ASTM D698. AGGREGATE BASE SHALL BE COMPACTED TO 100 PERCENT ASTM D1556 AND PAVEMENT PLACED PER THE REQUIREMENTS OF THE MISSISSIPPI DEPARTMENT OF TRANSPORTATION. ALL TEST SHALL BE PERFORMED BY THE CONTRACTOR'S REPRESENTATIVE WHICH SHALL BE CERTIFIED BY THE MISSISSIPPI DEPARTMENT OF TRANSPORTATION. E. THE CONTRACTOR SHALL PREVENT DAMAGE TO MATERIAL INTENDED TO BE LEFT IN PLACE AND REPAIR THE CONTRACTOR SHALL PREVENT DAMAGE TO MATERIAL INTENDED TO BE LEFT IN PLACE AND REPAIR ANY DAMAGED MATERIAL TO MATCH EXISTING CONDITIONS. ANY GRASSED AREAS THAT ARE DISTURBED OR DAMAGED SHALL BE SHALL BE REPAIRED BY THE CONTRACTOR BY PROVIDING GRADING AND PLACING BERMUDA SOD. F. AT A MINIMUM, PROVIDE 4' TALL TEMPORARY ORANGE HIGH DENSITY POLYETHYLENE SAFETY FENCE TO AT A MINIMUM, PROVIDE 4' TALL TEMPORARY ORANGE HIGH DENSITY POLYETHYLENE SAFETY FENCE TO ISOLATE HAZARDS AND CONSTRUCTION FROM UNAUTHORIZED ACCESS. G. AT A MINIMUM, PROVIDE TEMPORARY TRAFFIC CONTROL AS REQUIRED TO FOR PHASING AND AT A MINIMUM, PROVIDE TEMPORARY TRAFFIC CONTROL AS REQUIRED TO FOR PHASING AND CONSTRUCTION. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
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ASPHALT ACCESS DRIVE
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ASPHALT ACCESS DRIVE (ACCESS 1)
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APPROXIMATE AREA OF PAVEMENT IMPROVEMENTS 61,000 SF
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3 TYPICAL
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3 TYPICAL
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3 BLUE
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GRAVEL ACCESS DRIVE (ACCESS 2)
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DESCRIPTION
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AEJ
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MAY 2018
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REAL PROPERTY
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SAFETY & HEALTH
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FEJ
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A-E FIRM
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USDA
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REVISIONS
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OF
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PAVEMENT REPAIR PLAN
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AG-32SD-D-12-0121
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PROPOSED SITE IMPROVEMENTS
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CIVIL
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MISSISSIPPI STATE, MISSISSIPPI
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USDA AGRICULTURAL RESEARCH SERVICE
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USDA, ARS, CROP SCIENCE RESEARCH LAB
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PAVEMENT REPAIRS
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ENGINEER
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FIRM
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THE
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P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
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MILL EXISTING ASPHALT PAVEMENT (APPROX. 2" THICK).
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MATCH ELEVATION OF EXISTING CONCRETE.
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PROVIDE NEW WEARING COURSE, 2" THICK.
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PROVIDE NEW TACK COAT. APPROX 0.07 GAL/SY.
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RETAIN EXISTING PRIME COAT.
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RETAIN EXISTING SOIL-CEMENT BASE COURSE, 8" THICK.
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EXIST. BLDG.
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FACE OF
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F.F. EL.
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EXISTING CONCRETE
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WALK
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SLOPE VARIES
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SLOPE VARIES
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WALK
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EXIST. CONC.
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FACE OF EXIST. BLDG.
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F.F. EL. 67.8%%P
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TYPICAL IMPROVEMENT
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TYP. SECTION @ WEST PARKING AREA
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SURFACE
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EXIST. GROUND
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F.F. EL. 67.0%%P
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SHED
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FACE OF EXIST.
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GRADE TO
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GUTTER
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NEW ASPHALT PVMT.
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SLOPE TO GUTTER, 1% MIN.
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TYP. SECTION @ SHED
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VARIES
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SURFACE, ELEVATION
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EXISTING GROUND
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1% MIN.
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SLOPE VARIES,
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TYP. SECTION @ FAC. ENTRANCE
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KEYED NOTES
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TYP. SECTION @ NORTH DRIVE
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TO REMAIN, TYP.
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EXISTING CURB AND GUTTER
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EXISTING GROUND SURFACE,
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TYP. SECTION @ EAST PARKING AREA
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EXISTING GROUND SURFACE,
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ELEV. VARIES
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EXIST. CURB AND GUTTER
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TO REMAIN
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(NEW ASPHALT PVMT.)
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EXISTING CURB AND GUTTER TO REMAIN
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EXISTING CONCRETE WALK TO REMAIN
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EXISTING GOUND SURFACE, ELEV. VARIES
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1% MIN.
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1% MIN.
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SLOPE VARIES,
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1% MIN.
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1% MIN.
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TYPICAL IMPROVEMENT
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TYPICAL IMPROVEMENT
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TYPICAL IMPROVEMENT
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SCALE: 1/4" = 1'-0"
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MAINTAIN EXISTING DRAINAGE PATTERNS
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MAINTAIN EXISTING DRAINAGE PATTERNS
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MAINTAIN EXISTING DRAINAGE PATTERNS
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MAINTAIN EXISTING DRAINAGE PATTERNS
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MAINTAIN EXISTING DRAINAGE PATTERNS
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SCALE: 1/4"=1'
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FULL SECTION REPAIR @ NORTH DRIVE
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TO REMAIN, TYP.
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EXISTING CURB AND GUTTER
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ELEV. VARIES
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EXISTING GROUND SURFACE,
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1% MIN.
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1% MIN.
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FULL DEPTH IMPROVEMENT
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MAINTAIN EXISTING DRAINAGE PATTERNS
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SCALE: 1/4"=1'
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AutoCAD SHX Text REMOVE 18" OF SOIL CEMENT BASE COURSE/SUBGRADE. STABILIZE AND COMPACT SUBGRADE, BACKFILL AND COMPACT (18") WITH CRUSHED LIMESTONE AGGREGATE BASE (6" LOOSE LIFTS). MAINTAIN A DRY EXCAVATION.
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RETAIN EXISTING LEVELING COURSE, APPROX. 3" THICK.
AutoCAD SHX Text PROVIDE LEVELING COURSE (WEARING COURSE MAY BE SUBSTITUTED AT THE CONTRATOR'S OPTION). 4" THICK.
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PROVIDE PRIME COAT. APPROX 0.5 GAL/SY.
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PROVIDE HOT POURED JOINT SEALANT AT JOINTS WHERE CONCRETE AND ASPHALT INTERFACE.
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DESCRIPTION
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AEJ
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SAFETY & HEALTH
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A-E FIRM
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OF
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AG-32SD-D-12-0121
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CIVIL DETAILS
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CIVIL
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MISSISSIPPI STATE, MISSISSIPPI
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USDA AGRICULTURAL RESEARCH SERVICE
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USDA, ARS, CROP SCIENCE RESEARCH LAB
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P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
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TYPICAL CONCRETE WALK DETAIL
EXPANSION JOINTS
CONTROL JOINTS
CONTROL JOINTS
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WHITE PAVEMENT MARKING, TYP.
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2' TYP.
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STRIPE
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4" BLUE
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HANDICAP PAVE. MARKING
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BLUE BACKGROUND
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STRIPE
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3" WHITE
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TYP.
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PAVEMENT MARKING
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STALL LAYOUT
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TYPICAL STALL
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PARALLEL LAYOUT
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CURB AND GUTTER
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4" WIDE PAVEMENT MARKING (MATCH EXISTING UNLESS NOTED OTHERWISE)
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4" WIDE PAVEMENT MARKING (MATCH EXISTING UNLESS NOTED OTHERWISE)
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ASPHALT SPEED BUMP
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LIMITS OF PAVEMENT MARKING
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(RED - WHERE NOTED)
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TACK COAT
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ASPHALT PAVEMENT
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FACE OF CURB
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FACE OF CURB
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(YELLOW)
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4" WIDE PAVEMENT MARKING (BLUE FOR HANDICAP STALL)
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OF
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AG-32SD-D-12-0121
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GENERAL DETAILS
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LETTERING DETAIL
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NONE
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NONE
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AND CURB MARKING
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CIVIL
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ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
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2%%% SLOPE, SEE
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GRADING PLAN
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5' MIN (SEE PLAN)
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TOOLED EDGES
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1/8" RADIUS EXPANSION JOINTS
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MATERIAL
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WITH JOINT SEALER
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NOT TO SCALE
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30'' OC (TYP)
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6' OC (TYP)
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TOP OF CURB, FINISHED GRADE, GRADED TO DRAIN
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1/2" EXPANSION MATERIAL
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DUMPSTER FACE
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3/4" CHAMFER
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#4 @ 16" OC, EW
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CONCRETE PAD
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4" OF COMPACTED GRAVEL
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COMPACTED SUBGRADE
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AutoCAD SHX Text
10' OC (TYP)
CONCRETE NOTES RC-1 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS AND SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF > > 3,500 PSI AT 28 DAYS (SLUMP 5" ± 1").RC-2 USE REGULAR WEIGHT CONCRETE. SUBMIT DESIGN MIX FOR REVIEW USE REGULAR WEIGHT CONCRETE. SUBMIT DESIGN MIX FOR REVIEW PRIOR TO PLACEMENT OF CONCRETE. ALL MIX DESIGNS MUST CLEARLY INDICATE INTENDED USE AND LOCATION. RC-3 CHAMFER ALL EDGES OF EXPOSED CONCRETE 3/4" UNLESS NOTED CHAMFER ALL EDGES OF EXPOSED CONCRETE 3/4" UNLESS NOTED OTHERWISE. RC-4 REINFORCING STEEL SHALL BE NEW DEFORMED BARS THAT ARE FREE REINFORCING STEEL SHALL BE NEW DEFORMED BARS THAT ARE FREE FROM RUST, SCALE AND OIL AND CONFORM TO ASTM A615, GRADE 60, WITH MINIMUM YIELD STRENGTH = 60,000 PSI. RC-5 SIDEWALK AND PAD CONTRACTION JOINTS SHALL BE PLACED ON A SIDEWALK AND PAD CONTRACTION JOINTS SHALL BE PLACED ON A MAXIMUM ASPECT RATIO OF < 1.25. ALTERNATE JOINT LAYOUTS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO BEGINNING CONSTRUCTION. SCORING OF JOINTS SAWCUT-SHALL BE MADE AS SOON AS CONCRETE HAS HARDENED SUFFICIENTLY TO PREVENT RAVELING OR SPAWLING AND PRIOR TO ANY RANDOM CRACKING. RC-6 PROVIDE 'BROOMED' FINISH ON ALL SURFACES EXPOSED TO FOOT PROVIDE 'BROOMED' FINISH ON ALL SURFACES EXPOSED TO FOOT TRAFFIC. RC-7 ALL WORK PERFORMED ON PADS SIDEWALKS, CURBS AND GUTTERS ALL WORK PERFORMED ON PADS SIDEWALKS, CURBS AND GUTTERS SHALL CONFORM WITH MISSISSIPPI'S DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR TOAD AND BRIDGE CONSTRUCTION (2017) DIVISIONS 501, 608, AND 609 AS APPLICABLE FOR MATERIALS AND CONSTRUCTION REQUIREMENTS.
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| USDA ROAD REPAIR C-3-Layout1 |
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