Part 3-Plans - Repair and Upgrade of Site Parking and Access - Kerrville VA Medical Center.pdf
PDF 6 MB Posted
- Solicitation number
- 36C25722B0004
About this file
This document provides details for a federal construction contract opportunity. The contract will be awarded through an invitation for bid process to repair and upgrade site parking and access at the Kerrville VA Medical Center in Kerrville, Texas. Work includes demolishing and replacing existing street and parking lot pavements, curb and gutter, and up to 7,500 square feet of additional concrete work. The contractor must also perform all required pavement markings. The performance period is 365 calendar days with an estimated contract value between $2-5 million. This requirement is set aside 100% for Service-Disabled Veteran Owned Small Businesses. The solicitation number is 36C25722B0004 and is anticipated to be issued on October 8, 2021 with bids due by November 8, 2021. The Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 17 is the contracting agency.
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Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhasePROJECT MANAGEMENT STAMPCONSULTANT
321 4 5 6 7 8 9 10
Revisions: Date:
100% DRAWINGS
FOR CONSTRUCTION
COR
CP109
DIMENSION PLAN
SHEET D6
PARKING LOT K IMPROVEMENTS
N
LOT K:
PARKING COUNT
PA
RK
IN
G
L
OT
K
N
1311 N
BUILDING INDEX:
KEY NOTES:
LEGEND
NOTES:
PAVEMENT RECONSTRUCTION LEGEND
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REPAIR AND UPGRADE OF SITE PARKING AND ACCESS
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KERRIVLLE VA MEDICAL CENTER
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KERRVILLE, TX
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15 OCT 2019
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MONTY L. CLARK
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MLC
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DIMENSION MATCHLINE - REFER TO DIMENSION SHEET D5 FOR CONTINUATION
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DIMENSION MATCHLINE - REFER TO DIMENSION SHEET C6 FOR CONTINUATION
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EXISTING FIRE HYDRANT (TO REMAIN)
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FEET
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28 PARKING SPACES PARKING SPACES 0 HANDICAP SPACESHANDICAP SPACES
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EXISTING HMAC PAVEMENT SECTION (TO REMAIN)
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EXISTING HMAC PAVEMENT SECTION (TO REMAIN)
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FURNISH AND INSTALL 41 L.F. NEW CURB OPENING
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AutoCAD SHX Text 1 EDUCATION/AUDITORIUM EDUCATION/AUDITORIUM 2 LOGISTICS/MAIL ROOM LOGISTICS/MAIL ROOM 11 MAIN HOSPITAL MAIN HOSPITAL 18 LAUNDRY LAUNDRY 19 BOILER PLANT BOILER PLANT 20 DIRECTOR'S QUARTERS DIRECTOR'S QUARTERS 22 PAINT SHOP PAINT SHOP 29 ENGINEERING ENGINEERING 38 CONCRETE WATER TOWER CONCRETE WATER TOWER 40 SUPPLY STORAGE SUPPLY STORAGE 41 STORAGE STORAGE 44 LAUNDRY MAINTENANCE SHOP LAUNDRY MAINTENANCE SHOP 46 STATION GARAGE STATION GARAGE 47 EMS/LAUNDRY STORAGE EMS/LAUNDRY STORAGE 48 PANDEMIC FLU STORAGE PANDEMIC FLU STORAGE 49 PERSONNEL QUARTERS PERSONNEL QUARTERS 50 PERSONNEL QUARTERS PERSONNEL QUARTERS 51 PERSONNEL QUARTERS PERSONNEL QUARTERS 62 TRANSFORMER VAULT TRANSFORMER VAULT 83 STEEL WATER TOWER STEEL WATER TOWER 84 WATER TREATMENT PLANT WATER TREATMENT PLANT 86 BOILER PLANT STORAGE/WAREHOUSE BOILER PLANT STORAGE/WAREHOUSE 90 GENERATOR BUILDING GENERATOR BUILDING 91 COOLING TOWERS COOLING TOWERS 92 HELIPORT CONTROL BUILDING HELIPORT CONTROL BUILDING 93 HELIPORT PAD HELIPORT PAD 96 NURSING HOME CARE UNIT NURSING HOME CARE UNIT 97 CHILLER PLANT CHILLER PLANT 98a LOGISTICS STORAGE LOGISTICS STORAGE 98b EMS/LAUNDRY STORAGE EMS/LAUNDRY STORAGE 99 ACID SHACK ACID SHACK 114 ENGINEERING STORAGE ENGINEERING STORAGE 116 GARDENER SHOP GARDENER SHOP 119 COMMAND CENTERCOMMAND CENTER
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1. CAUTION!!! EXISTING POWER POLE/LIGHT POLE CAUTION!!! EXISTING POWER POLE/LIGHT POLE 2. CAUTION!!! OVERHEAD/UNDERGROUND ELECTRIC CAUTION!!! OVERHEAD/UNDERGROUND ELECTRIC 3. CAUTION!!! EXISTING GAS MAIN/METER CAUTION!!! EXISTING GAS MAIN/METER 4. CAUTION!!! EXISTING TELEPHONE/FIBER OPTIC CAUTION!!! EXISTING TELEPHONE/FIBER OPTIC 5. EXISTING FENCE EXISTING FENCE 6. EXISTING WATER MAIN/METER EXISTING WATER MAIN/METER 7. EXISTING SANITARY SEWER EXISTING SANITARY SEWER 8. EXISTING STORM SEWER EXISTING STORM SEWER 9. FURNISH AND INSTALL FURNISH AND INSTALL 1-HANDICAP SIDEWALK RAMP (PER TAS STANDARDS) 10. FURNISH AND INSTALL 1-DOWELED CONNECTION TO EXISTING CURB AND GUTTER 11. NEW CONCRETE EDGING NEW CONCRETE EDGING (PER DETAIL 9 SHEET C-501) 12. NEW CURB AND GUTTER NEW CURB AND GUTTER (PER DETAIL 4 SHEET C-501) 13. FURNISH AND INSTALL FURNISH AND INSTALL NEW CONNECTION TO EXISTING PAVEMENT SECTION (SAWCUT AND MATCH EXISTING) 14. TRANSITION CURB AND GUTTER TO MATCH NEW PAVEMENT AND FLATWORK ELEVATIONS 15. EXISTING CURB AND GUTTER (TO REMAIN) 16. CAUTION!!! CAUTION!!! EXISTING VAULT/MANHOLE ADJUST RIM TO MATCH NEW PAVEMENT ELEVATIONS 17. EXISTING CANOPY COLUMN EXISTING CANOPY COLUMN (TO REMAIN) 18. CAUTION!!! CAUTION!!! EXISTING UNDERGROUND UTILITY (SEE NOTE 4)
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1. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE DEMOLITION OF EXISTING STRUCTURES, PAVEMENT SECTIONS, VEGETATION, ETC. WITH OWNER. ALL COSTS ASSOCIATED FOR WORK SHALL BE BORNE BY CONTRACTOR. 2. EXISTING UTILITIES WERE LOCATED BY FIELD RESEARCH/OBSERVATION. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL LOCATE UTILITIES AND SHALL PROVIDE REMOVAL, RELOCATION, AND/OR REPLACEMENT AT HIS COST. 3. PRIOR TO REMOVING EXISTING CURBS, THE CONTRACTOR SHALL COORDINATE WITH OWNER'S PROJECT REPRESENTATIVE. 4. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE AND VERIFY LOCATION OF EXISTING UNDERGROUND UTILITIES. 5. ALL LANDSCAPING AND TREES ARE TO REMAINALL LANDSCAPING AND TREES ARE TO REMAIN
AutoCAD SHX Text TRADITIONALLY FORMED JOINTED PLAIN CONCRETE PAVEMENT (REFER TO GEOTECHNICAL REPORT SHEET C-701) 3,047 SQ. YDS. NEW PAVEMENT EXISTING COVERED AWNINGS/SOLAR PANELS
AutoCAD SHX Text FULL DEPTH RECLAMATION PAVEMENT - LIGHT DUTY (REFER TO GEOTECHNICAL REPORT SHEET C-701) 9,247 SQ. YDS. NEW PAVEMENT LOTS B, D, G, H, J
AutoCAD SHX Text DEMOLISH, REMOVE, AND RECONSTRUCT EXISTING PAVEMENT FURNISH AND INSTALL NEW HOT MIX ASPHALT PAVEMENT SECTION - HEAVY DUTY (REFER TO GEOTECHNICAL REPORT SHEET C-701) 34,069 SQ. YDS. NEW PAVEMENT LOTS A, B, E, F, K AND ACCESS DRIVES
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EXISTING GRAVEL DRIVE (TO REMAIN)
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EXISTING GRAVEL DRIVE (TO REMAIN)
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NEW CONCRETE CURB AND GUTTER (PER PROJECT DETAILS)
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NEW REINFORCED CONCRETE PAVEMENT (PER PROJECT DETAILS)
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NEW PRECAST CONCRETE WHEELSTOP (PER DETAIL 8 SHEET C502)
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NEW REINFORCED CONCRETE SIDEWALK (PER PROJECT DETAILS)
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NEW RUBBER SPEED BUMPS (PER VA AND MANUFACTURER'S REQUIREMENTS SPECIFICATIONS)
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
21 4 5 6 7 8 9 10
PhasePROJECT MANAGEMENT STAMPCONSULTANT
321 4 5 6 7 8 9 10
Revisions: Date:
100% DRAWINGS
FOR CONSTRUCTION
COR
CP110
DIMENSION PLAN
SHEET E4
NEW SIDEWALK & PARKING LOT G IMPROVEMENTS
LOT G:
PARKING COUNT
N
PARKING LOT G
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NOTES:
BUILDING INDEX:
KEY NOTES:
PAVEMENT RECONSTRUCTION LEGEND
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REPAIR AND UPGRADE OF SITE PARKING AND ACCESS
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KERRIVLLE VA MEDICAL CENTER
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KERRVILLE, TX
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NEW SIDEWALK
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75 PARKING SPACES PARKING SPACES 0 HANDICAP SPACESHANDICAP SPACES
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REMOVE AND REPLACE GUARD RAIL (AS REQUIRED)
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AutoCAD SHX Text 1 EDUCATION/AUDITORIUM EDUCATION/AUDITORIUM 2 LOGISTICS/MAIL ROOM LOGISTICS/MAIL ROOM 11 MAIN HOSPITAL MAIN HOSPITAL 18 LAUNDRY LAUNDRY 19 BOILER PLANT BOILER PLANT 20 DIRECTOR'S QUARTERS DIRECTOR'S QUARTERS 22 PAINT SHOP PAINT SHOP 29 ENGINEERING ENGINEERING 38 CONCRETE WATER TOWER CONCRETE WATER TOWER 40 SUPPLY STORAGE SUPPLY STORAGE 41 STORAGE STORAGE 44 LAUNDRY MAINTENANCE SHOP LAUNDRY MAINTENANCE SHOP 46 STATION GARAGE STATION GARAGE 47 EMS/LAUNDRY STORAGE EMS/LAUNDRY STORAGE 48 PANDEMIC FLU STORAGE PANDEMIC FLU STORAGE 49 PERSONNEL QUARTERS PERSONNEL QUARTERS 50 PERSONNEL QUARTERS PERSONNEL QUARTERS 51 PERSONNEL QUARTERS PERSONNEL QUARTERS 62 TRANSFORMER VAULT TRANSFORMER VAULT 83 STEEL WATER TOWER STEEL WATER TOWER 84 WATER TREATMENT PLANT WATER TREATMENT PLANT 86 BOILER PLANT STORAGE/WAREHOUSE BOILER PLANT STORAGE/WAREHOUSE 90 GENERATOR BUILDING GENERATOR BUILDING 91 COOLING TOWERS COOLING TOWERS 92 HELIPORT CONTROL BUILDING HELIPORT CONTROL BUILDING 93 HELIPORT PAD HELIPORT PAD 96 NURSING HOME CARE UNIT NURSING HOME CARE UNIT 97 CHILLER PLANT CHILLER PLANT 98a LOGISTICS STORAGE LOGISTICS STORAGE 98b EMS/LAUNDRY STORAGE EMS/LAUNDRY STORAGE 99 ACID SHACK ACID SHACK 114 ENGINEERING STORAGE ENGINEERING STORAGE 116 GARDENER SHOP GARDENER SHOP 119 COMMAND CENTERCOMMAND CENTER
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1. CAUTION!!! EXISTING POWER POLE/LIGHT POLE CAUTION!!! EXISTING POWER POLE/LIGHT POLE 2. CAUTION!!! OVERHEAD/UNDERGROUND ELECTRIC CAUTION!!! OVERHEAD/UNDERGROUND ELECTRIC 3. CAUTION!!! EXISTING GAS MAIN/METER CAUTION!!! EXISTING GAS MAIN/METER 4. CAUTION!!! EXISTING TELEPHONE/FIBER OPTIC CAUTION!!! EXISTING TELEPHONE/FIBER OPTIC 5. EXISTING FENCE EXISTING FENCE 6. EXISTING WATER MAIN/METER EXISTING WATER MAIN/METER 7. EXISTING SANITARY SEWER EXISTING SANITARY SEWER 8. EXISTING STORM SEWER EXISTING STORM SEWER 9. FURNISH AND INSTALL FURNISH AND INSTALL 1-HANDICAP SIDEWALK RAMP (PER TAS STANDARDS) 10. FURNISH AND INSTALL 1-DOWELED CONNECTION TO EXISTING CURB AND GUTTER 11. NEW CONCRETE EDGING NEW CONCRETE EDGING (PER DETAIL 9 SHEET C-501) 12. NEW CURB AND GUTTER NEW CURB AND GUTTER (PER DETAIL 4 SHEET C-501) 13. FURNISH AND INSTALL FURNISH AND INSTALL NEW CONNECTION TO EXISTING PAVEMENT SECTION (SAWCUT AND MATCH EXISTING) 14. TRANSITION CURB AND GUTTER TO MATCH NEW PAVEMENT AND FLATWORK ELEVATIONS 15. EXISTING CURB AND GUTTER (TO REMAIN) 16. CAUTION!!! CAUTION!!! EXISTING VAULT/MANHOLE ADJUST RIM TO MATCH NEW PAVEMENT ELEVATIONS 17. EXISTING CANOPY COLUMN EXISTING CANOPY COLUMN (TO REMAIN) 18. CAUTION!!! CAUTION!!! EXISTING UNDERGROUND UTILITY (SEE NOTE 4)
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1. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE DEMOLITION OF EXISTING STRUCTURES, PAVEMENT SECTIONS, VEGETATION, ETC. WITH OWNER. ALL COSTS ASSOCIATED FOR WORK SHALL BE BORNE BY CONTRACTOR. 2. EXISTING UTILITIES WERE LOCATED BY FIELD RESEARCH/OBSERVATION. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL LOCATE UTILITIES AND SHALL PROVIDE REMOVAL, RELOCATION, AND/OR REPLACEMENT AT HIS COST. 3. PRIOR TO REMOVING EXISTING CURBS, THE CONTRACTOR SHALL COORDINATE WITH OWNER'S PROJECT REPRESENTATIVE. 4. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE AND VERIFY LOCATION OF EXISTING UNDERGROUND UTILITIES. 5. ALL LANDSCAPING AND TREES ARE TO REMAINALL LANDSCAPING AND TREES ARE TO REMAIN
AutoCAD SHX Text TRADITIONALLY FORMED JOINTED PLAIN CONCRETE PAVEMENT (REFER TO GEOTECHNICAL REPORT SHEET C-701) 3,047 SQ. YDS. NEW PAVEMENT EXISTING COVERED AWNINGS/SOLAR PANELS
AutoCAD SHX Text FULL DEPTH RECLAMATION PAVEMENT - LIGHT DUTY (REFER TO GEOTECHNICAL REPORT SHEET C-701) 9,247 SQ. YDS. NEW PAVEMENT LOTS B, D, G, H, J
AutoCAD SHX Text DEMOLISH, REMOVE, AND RECONSTRUCT EXISTING PAVEMENT FURNISH AND INSTALL NEW HOT MIX ASPHALT PAVEMENT SECTION - HEAVY DUTY (REFER TO GEOTECHNICAL REPORT SHEET C-701) 34,069 SQ. YDS. NEW PAVEMENT LOTS A, B, E, F, K AND ACCESS DRIVES
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NEW CONCRETE CURB AND GUTTER (PER PROJECT DETAILS)
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Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
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C
D
E
F
21 4 5 6 7 8 9 10
PhasePROJECT MANAGEMENT STAMPCONSULTANT
321 4 5 6 7 8 9 10
Revisions: Date:
100% DRAWINGS
FOR CONSTRUCTION
COR
CP111
DIMENSION PLAN
SHEET F4
NEW ACCESS DRIVE IMPROVEMENTS
1548 N
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KERRIVLLE VA MEDICAL CENTER
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DIMENSION MATCHLINE - REFER TO DIMENSION SHEET E4 FOR CONTINUATION
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FEET
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EXISTING HMAC PAVEMENT SECTION (TO REMAIN)
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NEW 4" WHITE CONTINUOUS THERMOPLASTIC PAVEMENT STRIPING
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EXISTING CONCRETE WALL AND LANDSCAPING (TO REMAIN)
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EXISTING CONCRETE WALL AND LANDSCAPING (TO REMAIN)
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EXISTING SECURITY GATE (TO REMAIN)
AutoCAD SHX Text SAWCUT, REMOVE, AND REPLACE EXISTING CONCRETE PAVEMENT AND GATE TRACK (PRIOR TO BEGINNING CONSTRUCTION, COORDINATE SECURITY GATE DOWN TIMES WITH PROJECT ADMINISTRATOR)
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EXISTING CONCRETE DRAINAGE FLUME (TO REMAIN)
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EXISTING MONUMENT SIGN (TO REMAIN)
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EXISTING SIDEWALK (TO REMAIN)
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NEW HMAC PAVEMENT SECTION
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EXISTING SECURITY GATE (TO REMAIN)
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EXISTING SIDEWALK
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EXISTING SIDEWALK AND HANDICAP RAMP (TO REMAIN)
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EXISTING SIDEWALK AND HANDICAP RAMP (TO REMAIN)
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NEW 2' WHITE THERMOPLASTIC STOP BAR
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CAUTION!!! EXISTING CURB AND SIDEWALK (TO REMAIN)
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AutoCAD SHX Text 1 EDUCATION/AUDITORIUM EDUCATION/AUDITORIUM 2 LOGISTICS/MAIL ROOM LOGISTICS/MAIL ROOM 11 MAIN HOSPITAL MAIN HOSPITAL 18 LAUNDRY LAUNDRY 19 BOILER PLANT BOILER PLANT 20 DIRECTOR'S QUARTERS DIRECTOR'S QUARTERS 22 PAINT SHOP PAINT SHOP 29 ENGINEERING ENGINEERING 38 CONCRETE WATER TOWER CONCRETE WATER TOWER 40 SUPPLY STORAGE SUPPLY STORAGE 41 STORAGE STORAGE 44 LAUNDRY MAINTENANCE SHOP LAUNDRY MAINTENANCE SHOP 46 STATION GARAGE STATION GARAGE 47 EMS/LAUNDRY STORAGE EMS/LAUNDRY STORAGE 48 PANDEMIC FLU STORAGE PANDEMIC FLU STORAGE 49 PERSONNEL QUARTERS PERSONNEL QUARTERS 50 PERSONNEL QUARTERS PERSONNEL QUARTERS 51 PERSONNEL QUARTERS PERSONNEL QUARTERS 62 TRANSFORMER VAULT TRANSFORMER VAULT 83 STEEL WATER TOWER STEEL WATER TOWER 84 WATER TREATMENT PLANT WATER TREATMENT PLANT 86 BOILER PLANT STORAGE/WAREHOUSE BOILER PLANT STORAGE/WAREHOUSE 90 GENERATOR BUILDING GENERATOR BUILDING 91 COOLING TOWERS COOLING TOWERS 92 HELIPORT CONTROL BUILDING HELIPORT CONTROL BUILDING 93 HELIPORT PAD HELIPORT PAD 96 NURSING HOME CARE UNIT NURSING HOME CARE UNIT 97 CHILLER PLANT CHILLER PLANT 98a LOGISTICS STORAGE LOGISTICS STORAGE 98b EMS/LAUNDRY STORAGE EMS/LAUNDRY STORAGE 99 ACID SHACK ACID SHACK 114 ENGINEERING STORAGE ENGINEERING STORAGE 116 GARDENER SHOP GARDENER SHOP 119 COMMAND CENTERCOMMAND CENTER
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1. CAUTION!!! EXISTING POWER POLE/LIGHT POLE CAUTION!!! EXISTING POWER POLE/LIGHT POLE 2. CAUTION!!! OVERHEAD/UNDERGROUND ELECTRIC CAUTION!!! OVERHEAD/UNDERGROUND ELECTRIC 3. CAUTION!!! EXISTING GAS MAIN/METER CAUTION!!! EXISTING GAS MAIN/METER 4. CAUTION!!! EXISTING TELEPHONE/FIBER OPTIC CAUTION!!! EXISTING TELEPHONE/FIBER OPTIC 5. EXISTING FENCE EXISTING FENCE 6. EXISTING WATER MAIN/METER EXISTING WATER MAIN/METER 7. EXISTING SANITARY SEWER EXISTING SANITARY SEWER 8. EXISTING STORM SEWER EXISTING STORM SEWER 9. FURNISH AND INSTALL FURNISH AND INSTALL 1-HANDICAP SIDEWALK RAMP (PER TAS STANDARDS) 10. FURNISH AND INSTALL 1-DOWELED CONNECTION TO EXISTING CURB AND GUTTER 11. NEW CONCRETE EDGING NEW CONCRETE EDGING (PER DETAIL 9 SHEET C-501) 12. NEW CURB AND GUTTER NEW CURB AND GUTTER (PER DETAIL 4 SHEET C-501) 13. FURNISH AND INSTALL FURNISH AND INSTALL NEW CONNECTION TO EXISTING PAVEMENT SECTION (SAWCUT AND MATCH EXISTING) 14. TRANSITION CURB AND GUTTER TO MATCH NEW PAVEMENT AND FLATWORK ELEVATIONS 15. EXISTING CURB AND GUTTER (TO REMAIN) 16. CAUTION!!! CAUTION!!! EXISTING VAULT/MANHOLE ADJUST RIM TO MATCH NEW PAVEMENT ELEVATIONS 17. EXISTING CANOPY COLUMN EXISTING CANOPY COLUMN (TO REMAIN) 18. CAUTION!!! CAUTION!!! EXISTING UNDERGROUND UTILITY (SEE NOTE 4)
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1. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE DEMOLITION OF EXISTING STRUCTURES, PAVEMENT SECTIONS, VEGETATION, ETC. WITH OWNER. ALL COSTS ASSOCIATED FOR WORK SHALL BE BORNE BY CONTRACTOR. 2. EXISTING UTILITIES WERE LOCATED BY FIELD RESEARCH/OBSERVATION. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL LOCATE UTILITIES AND SHALL PROVIDE REMOVAL, RELOCATION, AND/OR REPLACEMENT AT HIS COST. 3. PRIOR TO REMOVING EXISTING CURBS, THE CONTRACTOR SHALL COORDINATE WITH OWNER'S PROJECT REPRESENTATIVE. 4. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE AND VERIFY LOCATION OF EXISTING UNDERGROUND UTILITIES. 5. ALL LANDSCAPING AND TREES ARE TO REMAINALL LANDSCAPING AND TREES ARE TO REMAIN
AutoCAD SHX Text TRADITIONALLY FORMED JOINTED PLAIN CONCRETE PAVEMENT (REFER TO GEOTECHNICAL REPORT SHEET C-701) 3,047 SQ. YDS. NEW PAVEMENT EXISTING COVERED AWNINGS/SOLAR PANELS
AutoCAD SHX Text FULL DEPTH RECLAMATION PAVEMENT - LIGHT DUTY (REFER TO GEOTECHNICAL REPORT SHEET C-701) 9,247 SQ. YDS. NEW PAVEMENT LOTS B, D, G, H, J
AutoCAD SHX Text DEMOLISH, REMOVE, AND RECONSTRUCT EXISTING PAVEMENT FURNISH AND INSTALL NEW HOT MIX ASPHALT PAVEMENT SECTION - HEAVY DUTY (REFER TO GEOTECHNICAL REPORT SHEET C-701) 34,069 SQ. YDS. NEW PAVEMENT LOTS A, B, E, F, K AND ACCESS DRIVES
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NEW CONCRETE CURB AND GUTTER (PER PROJECT DETAILS)
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NEW CONCRETE EDGING (PER PROJECT DETAILS)
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NEW REINFORCED CONCRETE PAVEMENT (PER PROJECT DETAILS)
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NEW PRECAST CONCRETE WHEELSTOP (PER DETAIL 8 SHEET C502)
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NEW REINFORCED CONCRETE SIDEWALK (PER PROJECT DETAILS)
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NEW RUBBER SPEED BUMPS (PER VA AND MANUFACTURER'S REQUIREMENTS SPECIFICATIONS)
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FURNISH AND INSTALL (2)-4" YELLOW CONTINUOUS THERMOPLASTIC PAVEMENT STRIPING
FURNISH AND INSTALL (2)-4" YELLOW CONTINUOUS THERMOPLASTIC PAVEMENT STRIPING
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
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Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
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PhasePROJECT MANAGEMENT STAMPCONSULTANT
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Revisions: Date:
100% DRAWINGS
FOR CONSTRUCTION
COR
C-501
MISCELLANEOUS DETAILS -SHEET 1
ATTACHING TWO SILT FENCES ANCHOR TRENCH DETAIL
SILT FENCE BARRIERS FOR AREA INLETS
SILT FENCE DITCH CHECKS
ELEVATION
CROSS SECTION
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REPAIR AND UPGRADE OF SITE PARKING AND ACCESS
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KERRIVLLE VA MEDICAL CENTER
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KERRVILLE, TX
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15 OCT 2019
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MONTY L. CLARK
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AutoCAD SHX Text MATERIAL SPECIFICATION: SILT FENCE FABRIC SHOULD CONFORM TO THE AASHTO M288 96 SILT FENCE SPECIFICATION. ATTACH THE 2" X 4" 12 GAUGE WELDED WIRE MESH TO THE T-POST WITH 11 1/2 GAUGE GALVANIZED T-POST CLIPS. THE TOP OF THE WIRE TO BE 24" ABOVE GROUND LEVEL. THE WELDED WIRE MESH TO BE OVERLAPPED 6" AND TIED AT LEAST 6 TIMES WITH HOG RINGS. DRIVE THE HEAVY DUTY T-POST AT LEAST 12 INCHES INTO THE GROUND AND AT A SLIGHT ANGLE TOWARDS THE FLOW. PLACEMENT: PLACE SILT FENCE IN DITCHES WHERE IT IS UNLIKELY THAT IT WILL BE OVERTOPPED. WATER SHOULD FLOW THROUGH A SILT FENCE DITCH CHECK, NOT OVER IT. SILT FENCE DITCH CHECKS OFTEN FAIL WHEN OVERTOPPED. SILT FENCE DITCH CHECKS SHOULD BE PLACED PERPENDICULAR TO THE FLOWLINE OF THE DITCH. THE SILT FENCE SHOULD EXTEND FAR ENOUGH SO THAT THE GROUND LEVEL AT THE ENDS OF THE FENCE IS HIGHER THAN THE TOP OF THE LOW POINT OF THE FENCE. THIS PREVENTS WATER FROM FLOWING AROUND THE CHECK. SILT FENCE DITCH CHECKS SHOULD NOT BE PLACED IN DITCHES WHERE HIGH FLOWS ARE EXPECTED. ROCK CHECKS SHOULD BE USED INSTEAD. SILT FENCE SHOULD BE PLACED IN DITCHES WITH SLOPES OF 6% OR LESS. FOR SLOPES STEEPER THAN 6%, ROCK CHECKS SHOULD BE USED. THE FOLLOWING TABLE PROVIDES CHECK SPACING FOR A GIVEN DITCH GRADE: DITCH CHECK SPACING GRADE SPACING GRADE SPACING SPACING (%) (FEET) (FEET) 0.5 200 200 1.0 200 200 2.0 100 100 3.0 65 65 4.0 50 50 5.0 40 40 6.0 30 30 PROPER INSTALLATION METHOD: EXCAVATE A TRENCH PERPENDICULAR TO THE DITCH FLOWLINE THAT IS AT LEAST 12" DEEP BY 6" WIDE EXTEND THE TRENCH IN A STRAIGHT LINE ALONG THE ENTIRE LENGTH OF THE PROPOSED DITCH CHECK. PLACE THE SOIL ON THE UPSTREAM SIDE OF THE TRENCH FOR LATER USE. ROLL OUT A CONTINUOUS LENGTH OF SILT FENCE FABRIC ON THE DOWNSTREAM SIDE OF THE TRENCH. PLACE THE EDGE OF THE FABRIC IN THE TRENCH STARTING AT THE TOP UPSTREAM EDGE OF THE TRENCH. LINE TWO SIDES OF THE TRENCH WITH THE FABRIC AS SHOWN ON DETAIL. BACKFILL OVER THE FABRIC IN THE TRENCH WITH THE EXCAVATED SOIL AND COMPACT. AFTER FILLING THE TRENCH, APPROXIMATELY 24" TO 36" OF SILT FENCE FABRIC SHOULD REMAIN EXPOSED. LAY THE EXPOSED SILT FENCE ON THE UPSTREAM SIDE OF THE TRENCH TO CLEAR AN AREA FOR DRIVING IN THE POSTS. JUST DOWNSTREAM OF THE TRENCH, DRIVE POSTS INTO THE GROUND TO A DEPTH OF AT LEAST 24". PLACE POSTS NO MORE THAN 4' APART. ATTACH THE SILT FENCE TO THE ANCHORED POST WITH STAPLES, WIRE, ZIP TIES, OR NAILS. INSPECTION AND MAINTENANCE: SILT FENCE DITCH CHECKS SHOULD BE INSPECTED EVERY 7 DAYS AND WITHIN 24 HOURS OF A RAINFALL OF 1/2" OR MORE. THE FOLLOWING IS A LIST OF QUESTIONS THAT SHOULD BE ADDRESSED DURING EACH INSPECTION: DOES WATER FLOW AROUND THE DITCH CHECK? DOES WATER FLOW UNDER THE DITCH CHECK? DOES THE SILT FENCE SAG EXCESSIVELY? HAS THE SILT FENCE TORN OR BECOME DETACHED FROM THE POSTS? DOES SEDIMENT NEED TO BE REMOVED FROM BEHIND THE DITCH CHECK?
AutoCAD SHX Text MATERIAL SPECIFICATION: SILT FENCE FABRIC SHOULD CONFORM TO THE AASHTO M288 96 SILT FENCE SPECIFICATION. ATTACH THE 2" X 4" 12 GAUGE WELDED WIRE MESH TO THE T-POST WITH 11 1/2 GAUGE GALVANIZED T-POST CLIPS. THE TOP OF THE WIRE TO BE 24" ABOVE GROUND LEVEL. THE WELDED WIRE MESH TO BE OVERLAPPED 6" AND TIED AT LEAST 6 TIMES WITH HOG RINGS. DRIVE THE HEAVY DUTY T-POST AT LEAST 12 INCHES INTO THE GROUND AND AT A SLIGHT ANGLE TOWARDS THE FLOW. PLACEMENT: A SLOPE BARRIER SHOULD BE USED AT THE TOE OF A SLOPE WHEN A DITCH DOES NOT EXIST. THE SLOPE BARRIER SHOULD BE PLACED ON NEARLY LEVEL GROUNDS' TO 10: AWAY FROM THE TOE OF A SLOPE. THE BARRIER IS PLACED AWAY FROM THE TOE OF THE SLOPE TO PROVIDE ADEQUATE STORAGE FOR SETTLING OUT SEDIMENT. WHEN PRACTICABLE, SILT FENCE SLOPE BARRIERS SHOULD BE PLACED ALONG CONTOURS TO AVOID A CONCENTRATION OF FLOW. SILT FENCE SLOPE BARRIERS CAN ALSO BE PLACED ALONG RIGHT-OF-WAY FENCE LINES TO KEEP SEDIMENT FROM CROSSING ONTO ADJACENT PROPERTY. WHEN PLACED IN THIS MANNER, THE SLOPE BARRIER WILL NOT LIKELY FOLLOW CONTOURS. PROPER INSTALLATION METHOD: EXCAVATE A TRENCH THE LENGTH OF THE PLANNED SLOPE BARRIER THAT IS 6" DEEP BY 4" WIDE. MAKE SURE THAT THE TRENCH IS EXCAVATED ALONG A SINGLE CONTOUR. WHEN PRACTICABLE, SLOPE BARRIERS SHOULD BE PLACED ALONG CONTOURS TO AVOID A CONCENTRATION OF FLOW. PLACE THE SOIL ON THE UPSLOPE SIDE OF THE TRENCH FOR LATER USE. ROLL OUT A CONTINUOUS LENGTH OF SILT FENCE FABRIC ON THE DO WNSLOPE SIDE OF THE TRENCH. PLACE THE EDGE OF THE FABRIC IN THE TRENCH STARTING AT THE TOP UPSLOPE EDGE. LINE ALL THREE SIDES OF THE TRENCH W1TH THE FABRIC. BACKFILL OVER THE FABRIC IN THE TRENCH WITH THE EXCAVATED SOIL AND COMPACT. AFTER FILLING THE TRENCH, APPROXIMATELY 24" TO 36" OF SILT-FENCE FABRIC SHOULD REMAIN EXPOSED. LAY THE EXPOSED SILT FENCE UPSLOPE OF THE TRENCH TO CLEAR AN AREA FOR DRIVING IN THE POSTS. JUST DOWNSLOPE OF THE TRENCH, DRIVE POSTS INTO THE GROUND TO A DEPTH OF AT LEAST 18". PLACE POSTS NO MORE THAN 4: APART. ATTACH THE SILT FENCE TO THE ANCHORED POST WITH STAPLES, WIRE, ZIP TIES, OR NAILS. LIST OF COMMON PLACEMENT/INSTALLATION MISTAKES TO AVOID: WHEN PRACTICABLE, DO NOT PLACE SILT FENCE SLOPE BARRIERS ACROSS CONTOURS. SLOPE BARRIERS SHOULD BE PLACED ALONG CONTOURS TO AVOID A CONCENTRATION OF FLOW. WHEN THE FLOW CONCENTRATES, IT OVERTOPS THE BARRIER AND THE SILT FENCE SLOPE BARRIER QUICKLY DETERIORATES. DO NOT PLACE SILT-FENCE POSTS ON THE UPSLOPE SIDE OF THE SILT FENCE FABRIC. IN THIS CONFIGURATION, THE FORCE OF THE WATER IS NOT RESTRICTED BY THE POSTS, BUT ONLY BY THE STAPLES (WIRE, ZIP TIES, NAILS, ETC.). THE SILT FENCE WILL RIP AND FAIL. DO NOT PLACE SILT FENCE SLOPE BARRIERS IN AREAS WITH SHALLOW SOILS UNDERLAIN BY ROCK. IF THE BARRIER IS NOT SUFFICIENTLY ANCHORED, IT WILL WASH OUT. SILT FENCE SLOPE BARRIERS MUST BE DUG INTO THE GROUND-SILT FENCE AT GROUND LEVEL DOES NOT WORK BECAUSE WATER WILL FLOW UNDERNEATH. INSPECTION AND MAINTENANCE: SILT FENCE SLOPE BARRIERS SHOULD BE INSPECTED EVERY 7 DAYS AND WITHIN 24 HOURS OF A RAINFALL OF 1/2" OR MORE. THE FOLLOWING IS A LIST OF QUESTIONS THAT SHOULD BE ADDRESSED DURING EACH INSPECTION: ARE THERE ANY POINTS ALONG THE SLOPE BARRIER WHERE WATER IS CONCENTRATING? DOES WATER FLOW UNDER THE SLOPE BARRIER? DO THE SILT FENCES SAG EXCESSIVELY? HAS THE SILT FENCE TORN OR BECOME DETACHED FROM THE POSTS? DOES SEDIMENT NEED TO BE REMOVED FROM BEHIND THE SLOPE BARRIER?
AutoCAD SHX Text MATERIAL SPECIFICATI0N: SILT FENCE FABRIC SHOULD CONFORM TO THE AASHTO M288 96 SILT FENCE SPECIFICATION. THE WIRE OR POLYMERIC MESH BACKING USED TO HELP SUPPORT THE SILT FENCE FABRIC SHOULD CONFORM TO THE AASHTO M288 96 SILT FENCE SPECIFICATION. THE POSTS USED TO SUPPORT THE SILT FENCE FABRIC SHOULD BE A HARDWOOD AND/OR METAL T-POST MATERIAL WITH THE FOLLOWING MINIMUM DIMENSIONS: 2" SQUARE (NOMINAL) BY 4' LONG. THE MATERIAL USED TO FRAME THE TOPS OF THE POSTS SHOULD BE in BY 4" BOARDS. SILT FENCE FABRIC AND SUPPORT BACKING SHOULD BE ATTACHED TO THE WOODEN POSTS AND FRAME WITH STAPLES, WIRE, ZIP TIES, OR NAILS. PLACEMENT: PLACE A SILT FENCE DROP INLET BARRIER IN A LOCATION WHERE IT IS UNLIKELY TO BE OVERTOPPED. WATER SHOULD FLOW THROUGH SILT FENCE, NOT OVER IT. SILT FENCE BARRIERS FOR ARM INLETS OFTEN FAIL WHEN REPEATEDLY OVERTOPPED. WHEN USED AS A BARRIER FOR AREA INLETS, SILT FENCE FABRIC AND POSTS MUST BE SUPPORTED AT THE TOP BY A WOODEN FRAME. WHEN A SILT FENCE BARRIER FOR AREA INLETS IS LOCATED NEAR AN INLET THAT HAS STEEP APPROACH SLOPES, THE STORAGE CAPACITY BEHIND THE BARRIER IS DRASTICALLY REDUCED. TIMELY REMOVAL OF SEDIMENT MUST OCCUR FOR A BARRIER TO OPERATE PROPERLY IN THIS LOCATION. PROPER INSTALLATION METHOD: EXCAVATE A TRENCH AROUND THE PERIMETER OF THE AREA INLET THAT IS AT LEAST 8" DEEP BY 8" WIDE. DRIVE POSTS TO A DEPTH OF AT LEAST 18" AROUND THE PERIMETER OF THE AREA INLET. THE DISTANCE BETWEEN POSTS SHOULD BE 4' OR LESS. IF THE DISTANCE BETWEEN TWO ADJACENT CORNER POSTS IS MORE THAN 4, ADD ANOTHER POST(S) BETWEEN THEM. CONNECT THE TOPS OF ALL THE POSTS WITH A WOODEN FRAME MADE OF 1" BY 4" BOARDS. USE NAILS OR SCREWS FOR FASTENING. ATTACH THE WIRE OR POLYMERIC-MESH BACKING TO THE OUTSIDE OF THE POST/FRAME STRUCTURE WITH STAPLES, WIRE, ZIP TIES, OR NAILS. ROLL OUT A CONTINUOUS LENGTH OF SILT FENCE FABRIC LONG ENOUGH TO WRAP AROUND THE PERIMETER OF THE AREA INLET. ADD MORE LENGTH FOR OVERLAPPING THE FABRIC JOINT. PLACE THE EDGE OF THE FABRIC IN THE TRENCH, STARTING AT THE OUTSIDE EDGE OF THE TRENCH. LINE ALL THREE SIDES OF THE TRENCH WITH THE FABRIC BACKFILL OVER THE FABRIC IN THE TRENCH WITH THE EXCAVATED SOIL AND COMPACT. AFTER FILLING THE TRENCH, APPROXIMATELY 24" TO 36" OF SILT FENCE FABRIC SHOULD REMAIN EXPOSED. ATTACH THE SILT FENCE TO THE OUTSIDE OF THE POST/FRAME STRUCTURE WITH STAPLES, WIRE, ZIP TIES, OR NAILS. THE JOINT SHOULD BE OVERLAPPED TO THE NEXT POST. NOTE: WHEN A SILT FENCE BARRIER FOR AREA INLET IS PLACED IN A SHALLOW MEDIAN DITCH, MAKE SURE THAT THE TOP OF THE BARRIER IS NOT HIGHER THAN THE PAVED ROAD. IN THIS CONFIGURATION, WATER MAY SPREAD ONTO THE ROADWAY CAUSING A HAZARDOUS CONDITION. LIST OF COMMON PLACEMENT/INSTALLATION MISTAKES TO AVOID: WATER SHOULD FLOW THROUGH A SILT FENCE BARRIER FOR AREA INLET-NOT OVER IT. PLACE A SILT FENCE BARRIER FOR AREA INLET IN A LOCATION WHERE IT IS UNLIKELY TO BE OVERTOPPED. SILT FENCE BARRIER FOR AREA INLETS OFTEN FAIL WHEN REPEATEDLY OVERTOPPED. DO NOT PLACE POSTS ON THE OUTSIDE OF THE SILT FENCE BARRIER FOR AREA INLET. IN THIS CONFIGURATION, THE FORCE OF THE WATER IS NOT RESISTED BY THE POSTS, BUT ONLY BY THE STAPLES (WIRE, ZIP TIES, NAILS, ETC.). THE SILT FENCE WILL RIP AND FAIL. DO NOT INSTALL SILT FENCE BARRIER FOR AREA INLETS WITHOUT FRAMING THE TOP OF THE POSTS. THE CORNER POSTS AROUND AREA INLETS ARE STRESSED IN TWO DIRECTIONS WHEREAS A NORMAL SILT FENCE IS ONLY STRESSED IN ONE DIRECTION. THIS ADDED STRESS REQUIRES MORE SUPPORT. INSPECTION AND MAINTENANCE: SILT FENCE BARRIER FOR AREA INLETS SHOULD BE INSPECTED EVERY 7 DAYS AND WITHIN 24 HOURS OF A RAINFALL OF 1/2" OR MORE. THE FOLLOWING IS A LIST OF QUESTIONS THAT SHOULD BE ADDRESSED DURING EACH INSPECTION: DOES WATER FLOW UNDER THE SILT FENCE? DOES THE SILT FENCE SAG EXCESSIVELY? HAS THE SILT FENCE TORN OR BECOME DETACHED FROM THE POSTS? DOES SEDIMENT NEED TO BE REMOVED FROM BEHIND THE AREA INLET BARRIER?
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SILT FENCE FABRIC
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T-POSTS
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PLACE THE END POST OF THE SECOND FENCE INSIDE THE END POST OF THE FIRST FENCE
AutoCAD SHX Text ROTATE BOTH POSTS AT LEAST 180 DEGREES IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL
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DRIVE BOTH POSTS ABOUT 24 INCHES INTO THE GROUND AND BURY FLAP
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(NOT TO SCALE)
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(NOT TO SCALE)
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WOOD POSTS OR METAL T-POSTS
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AREA INLET WITH GRATE
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1"X4" CROSS BRACE
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CHICKEN WIRE BACKING
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FILTER FABRIC
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BACKFILL WITH SOIL OR GRAVEL
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RUNOFF WATER WITH SEDIMENT
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STAKES
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FILTERED WATER
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(INLET PROTECTION)
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(NOT TO SCALE)
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18" MIN.
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AREA INLET
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BACKFILL
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FILTER FABRIC
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1"X4" CROSS BRACE
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FLOW
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FLOW
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FILTER FABRIC
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WOVEN WIRE FENCE FABRIC
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4"X6" BACKFILL W/ SOIL AND COMPACT OR BACKFILL WITH CRUSHED ROCK
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POST
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FILTER FABRIC
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DIRECTION OF RUNOFF WATERS
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SCALE: N.T.S.
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EROSION CONTROL SILT FENCING
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TRENCH
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FLOW
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EXTENSION OF FABRIC INTO TRENCH
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48" MIN. HEAVY WEIGHT T-POST
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24" TALL MIN., 2" X 4" 12 GAUGE
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GALVANIZED WIRE MESH
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4 OZ. MIN. NON-WOVEN GEOTEXTILE
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FILTER FABRIC 36" WIDE
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SOIL LEVEL
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T-POST
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8'-0" MAXIMUM
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GEOTEXTILE
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WOVEN WIRESUPPORT
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2" X 4" WIRE MESH
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FLOW
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FILL
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SCALE: N.T.S.
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STABILIZED CONSTRUCTION EXIT
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1. STONE SIZE: 3-5'' CRUSHED ROCK. 2. LENGTH: AS EFFECTIVE BUT NOT LESS THAN 100'. 3. THICKNESS: NOT LESS THAN 8''. 4. WIDTH: AT LEAST 20'. 5. WASHING: WHEN NECESSARY, VEHICLE WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC ROADWAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE AND DRAINS INTO AN APPROVED TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE USING APPROVED METHODS. 6. MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND, AS WELL AS REPAIR AND CLEAN OUT OF ANY MEASURE DEVICES USED TO TRAP SEDIMENT. ALL SEDIMENTS THAT IS SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. 7. DRAINAGE: ENTRANCE MUST BE PROPERLY GRADED OR INCORPORATE A DRAINAGE SWALE TO PREVENT RUNOFF FROM LEAVING THE CONSTRUCTION SITE.
AutoCAD SHX Text PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF-WAY
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GRADE TO PREVENT RUNOFF FROM LEAVING SITE
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50' MIN.
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8'' MIN.
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50' MIN.
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PROFILE
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PLAN VIEW
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ROADWAY
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EXISTING GRADE
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NOTES:
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END AREA
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1.56 SQ. FT.
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(TYP.)
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#3 BAR
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STANDARD 24" CURB AND GUTTER
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SCALE: N.T.S.
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ADAPT GUTTER TO ALLOW DRAINAGE TO FLOW IN ACCORDANCE TO GRADING CONTOURS.
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CURB
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AND GUTTER
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STANDARD
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TRANSITION RATE: 1"/FT.
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SCALE: N.T.S.
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CURB TRANSITION
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COMPACTED PUG BASE
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NEW CONCRETE PAVEMENT SEE PLAN AND SECTIONS FOR ADDITIONAL INFORMATION
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PATCH EXISTING ASPHALTIC PAVEMENT AS REQUIRED
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# 4 CONTINUOUS
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SAWCUT EXISTING ASPHALT PAVEMENT
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PROVIDE BONDING MATERIAL
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EXISTING ASPHALT
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NEW CONCRETE TO ASPHALT
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SCALE: N.T.S.
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#4 @12" O.C. EACH WAY (TYP.)
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6" PUG BASE
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CONCRETE PAVEMENT WITHOUT CURB
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SCALE: N.T.S.
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COMPACTED SUBGRADE 95% STANDARD PROCTOR ASTM D698
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6" REINFORCED CONCRETE PAVEMENT.
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REINFORCED CONCRETE PAVEMENT SECTION
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SCALE: N.T.S.
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COMPACTED SUBGRADE PER GEOTECHNICAL REPORT
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CRUSHED LIMESTONE BASE MATERIAL PER GEOTECHNICAL REPORT
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#4 BAR @ 12" O.C.E.W. (OR PER GEOTECHNICAL REPORT WHICHEVER IS MORE STRINGENT)
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REINFORCED CONCRETE PAVEMENT PER GEOTECHNICAL REPORT
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WIDTH VARIES
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SEE SITE PLAN
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SLOPE PER GRADING PLAN
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STANDARD 24" CURB & GUTTER (TO BE POURED MONOLITHIC WITH PAVEMENT)
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SEE PLANS FOR EXTENTS OF NEW PAVING
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#3 BAR
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95% STANDARD PROCTOR ASTM D698
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COMPACTED SUBGRADE
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(TYP.)
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SLOPE PER PLANS
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HMAC PAVEMENT WITH CONCRETE EDGING
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SCALE: N.T.S.
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CRUSHED LIMESTONE BASE MATERIAL (PER GEOTECHNICAL REPORT)
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HMAC (PER GEOTECHNICAL REPORT)
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COORDINATE LOCATION AS SHOWN ON PLANS
AutoCAD SHX Text NOTE: CONTRACTOR SHALL PROVIDE CONCRETE EDGING ON ALL ASPHALT EDGES ABUTTING EARTHWORK. ELIMINATE CONCRETE EDGING AT CURB AND GUTTER AND FLATWORK.
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4" MIN.
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24" OR PER GEOTECHNICAL REPORT, WHICHEVER IS MORE STRINGENT
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COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT)
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SEE PLANS FOR STREET WIDTH
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SLOPE PER PLANS
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HMAC (PER GEOTECHNICAL REPORT)
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CRUSHED LIMESTONE BASE MATERIAL (PER GEOTECHNICAL REPORT)
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PAVEMENT SECTION DETAIL
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SCALE: N.T.S.
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhasePROJECT MANAGEMENT STAMPCONSULTANT
321 4 5 6 7 8 9 10
Revisions: Date:
100% DRAWINGS
FOR CONSTRUCTION
COR
C-502
MISCELLANEOUS DETAILS -SHEET 2
PROJECTNAME
P R
O J E
C T
N A
M E
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REPAIR AND UPGRADE OF SITE PARKING AND ACCESS
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KERRIVLLE VA MEDICAL CENTER
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KERRVILLE, TX
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15 OCT 2019
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MONTY L. CLARK
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MONTY L. CLARK
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AutoCAD SHX Text 10-15-19
AutoCAD SHX Text 671A-15-130
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MLC
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ECB
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JOINTS
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AT OPTION OF CONTRACTOR 1/8" METAL PLATES OR TEMPLATES
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(REMOVED AFTER FINISHING) MAY BE USED IN LEIU OF
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CONTRACTION JOINT, TOOLING AS SHOWN.
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1/4" RADIUS ON CORNERS OF
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CONTRACTION & EXPANSION
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TYPICAL CONTRACTION JOINT
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SCALE: N.T.S.
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1/4" WIDTH
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FORMED GROOVE
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EXTEND REINFORCEMENT FROM FIRST POUR THROUGH FORMS A MIN. OF 30 BAR DIA. S
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LAP BARS 30 DIA. S AND TIE
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TYPICAL CONSTRUCTION JOINT
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SCALE: N.T.S.
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JOINT SEALANT SEE DETAIL
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BACKER ROD AS PER MANUFACTURERS RECOMMENDATIONS
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2ND POUR
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16" DOWEL COATING
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3/4" X 24" SMOOTH DOWEL AT 12" CENTERS
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DOWEL SLEEVE TO FIT DOWEL & BE SECURED. CLOSED END.
AutoCAD SHX Text *PERFORMED EXPANSION JOINT FILLER, ASTM D-1715 OR REDWOOD BOARD. EXPANSION JOINT FILLER MUST EXTEND TO SUBGRADE.
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JOINT SEALANT SEE DETAIL
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TYPICAL EXPANSION JOINT
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SCALE: N.T.S.
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NOTE: DOWEL SUPPORT SHALL BE OF A METHOD APPROVED BY ENGINEER.
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FOR REINFORCEMENT SEE TYP. PAVEMENT SECTIONS
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VERTICAL SAWCUT 1/4" WIDE
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TYPICAL SAWED JOINT
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SCALE: N.T.S.
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JOINT SEALANT SEE DETAIL
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BACKER ROD AS PER MANUFACTURERS RECOMMENDATIONS
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DOWEL SPACED SAME AS NEW PAVEMENT SECTIONS REINFORCEMENTS
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VERTICAL SAWCUT 1/4" WIDE
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TYPICAL BUTT JOINT
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SCALE: N.T.S.
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JOINT SEALANT SEE DETAIL
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BACKER ROD AS PER MANUFACTURERS RECOMMENDATIONS
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EXISTING PAVEMENT
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1' MIN.
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24" NO. 4 DOWEL BAR
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NEW PAVEMENT
AutoCAD SHX Text 1" [25mm] SCORED OR SAWCUT CONTRACTION JOINT.
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TOP OF CURB
AutoCAD SHX Text 1/4" [6mm] DEEP SCORED JOINTS
AutoCAD SHX Text 1/4" [6mm] R. (TYP.) FORMED JOINTS ONLY
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CLASS "B" CONCRETE
AutoCAD SHX Text EXPANSION JOINT WITH 1/4" [6mm] BITUMINOUS JOINT FILLER
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1% MIN. 2% MAX.
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1% MIN. 2% MAX.
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AutoCAD SHX Text 10.5' MAX. [3200mm]
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TYPICAL SECTION
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EXPANSION AND SCORED JOINT DETAIL
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AutoCAD SHX Text [102mm]
AutoCAD SHX Text [18288mm] EXPANSION JOINT TO EXPANSION JOINT
AutoCAD SHX Text [18288mm] EXPANSION JOINT TO EXPANSION JOINT
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(TYP)
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PLANS
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PLANS
AutoCAD SHX Text NOTES: 1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB OR OTHER ADJACENT STRUCTURES. 2.
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