Part 1-Plans - Repair and Upgrade of Site Parking and Access - Kerrville VA Medical Center.pdf

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Attached to
Y1DA--Repair and Upgrade of Site Parking and Access Project No. 671A4-15-130
Solicitation number
36C25722B0004
Issued by

About this file

Written by GovTribe AI ·

This document provides details on a federal contract opportunity for repair and upgrade work at the Kerrville VA Medical Center in Texas. The Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 17 will award a firm-fixed-price construction contract with an estimated value between $2-5 million for demolition and replacement of street and parking lot pavements, concrete repairs, sidewalks, ADA ramps and curb and gutter. Additional requirements include all pavement markings and a project duration of 365 calendar days from the notice to proceed. The solicitation number is 36C25722B0004 and bids are due by November 8, 2021. This is a 100% set-aside opportunity for Service Disabled Veteran Owned Small Businesses under NAICS code 237310 for general construction.

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Other files

File Type Posted
Consolidated RFIs with Responses.pdf PDF
671A4-15-130 Final Plans.pdf PDF
36C25722B0004 0005.docx DOCX document
Pre-Bid Sign in Sheet.pdf PDF
36C25722B0004 0004.docx DOCX document
Pre Bid Notes-Repair and Upgrade Site Parking and Access.pdf PDF
36C25722B0004 0003.docx DOCX document
Amendment 0003- Revised Specifications 10-13-2021 - Repair and Upgrade of Site Parking and Access Kerrville VA Medical Center.pdf PDF
36C25722B0004 0002.docx DOCX document
Revised Oct-12-2021 - 100 Percent Repair and Upgrade Parking.pdf PDF
36C25722B0004 0001.docx DOCX document
Plans - Repair and Upgrade of Site Parking and Access - Kerrville VA Medical Center.pdf PDF
Part 3-Plans - Repair and Upgrade of Site Parking and Access - Kerrville VA Medical Center.pdf PDF
Geotech Report_Raba Kistner.pdf PDF
36C25722B0004_2.docx DOCX document
Revised-SOW 671A4-15-130_ Final.pdf PDF
Part 2-Plans - Repair and Upgrade of Site Parking and Access - Kerrville VA Medical Center.pdf PDF
Specifications - Repair and Upgrade of Site Parking and Access Kerrville VA Medical Center.pdf PDF
Part 4-Plans - Repair and Upgrade of Site Parking and Access - Kerrville VA Medical Center.pdf PDF
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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

CG101

VE

TE

RA

NS

H

IG

HW

AY

N.

L

OO

P

N

GRADING AND PAVING PLAN

SHEET B3

PARKING LOT A & B IMPROVEMENTS

1594 N

KEY NOTES:

LEGEND

NOTES:

PAVEMENT RECONSTRUCTION LEGEND

PARKING LOT B

PARKING LOT A

SOLAR PANEL NOTES:

NORTH ACCESS

DRIVE

SPECIAL CONCRETE

CONSTRUCTION NOTES

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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 GRADING AND PAVING MATCHLINE - REFER TO GRADING AND PAVING SHEET C3 FOR CONTINUATION

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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 REMAIN ALL LANDSCAPING AND TREES ARE TO REMAIN

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EXISTING COVERED AWNINGS/SOLAR PANELS (TO REMAIN - SEE SOLAR PANEL NOTES)

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AutoCAD SHX Text CAUTION!!! EXISTING LIGHT POLE (CONTRACTOR SHALL PROTECT THROUGHOUT DURATION OF CONSTRUCTION)

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1. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL EXCAVATE AND VERIFY VERTICAL AND HORIZONTAL LOCATION OF THE SOLAR ARRAY POWER LINES AND NOTIFY THE HFS PROJECT MANAGER AND OWNER'S PROJECT REPRESENTATIVE OF ANY CONFLICTS WITH PAVEMENT RECONSTRUCTION. 2. ALL WORK UNDER THE EXISTING COVERED AWNINGS AND SOLAR PANELS WILL BE CONDUCTED WITH WALK BEHIND EQUIPMENT UNLESS APPROVED BY THE VA PROJECT MANAGER AND PROJECT REPRESENTATIVE. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT THE COVERED AWNINGS AND SOLAR PANELS FROM DAMAGE AT ALL TIMES FOR THE DURATION OF CONSTRUCTION.

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EXISTING HMAC DRIVE (TO REMAIN)

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SAWCUT

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EXISTING COLUMN (TO REMAIN)

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EXISTING HMAC PAVEMENT SECTION (TO REMAIN)

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EXISTING SIGN (TO REMAIN)

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SAWCUT

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NEW HMAC ACCESS DRIVE

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EXISTING ROCK WALL (TO REMAIN)

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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 HMAC PAVEMENT SECTION

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NEW CONCRETE PAVEMENT SECTION

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NEW RECLAIMED HMAC PAVEMENT SECTION

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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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TOP OF WALL

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NEW REINFORCED CONCRETE SIDEWALK (PER PROJECT DETAILS)

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NEW RECLAIMED HMAC PAVEMENT SECTION

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NEW RUBBER SPEED BUMPS (PER VA AND MANUFACTURER'S REQUIREMENTS SPECIFICATIONS)

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1. IN ADDITION TO THE SPECIFIC AREAS DETAILED ON THE PLANS, THE CONTRACTOR WILL BE RESPONSIBLE FOR UP TO 7500 SQUARE FEET OF ADDITIONAL MISCELLANEOUS CONCRETE REPAIRS, TO INCLUDE SIDEWALK, ADA RAMPS, AND CURB AND GUTTER, LOCATED AT THE COR DIRECTION. THIS WORK IS INCIDENTAL TO THE CONTRACT WORK AND NO ADDITIONAL SEPARATE PAYMENT WILL BE MADE THEREFORE.

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

CG102

GRADING AND PAVING PLAN

SHEET B4

NEW ACCESS DRIVE IMPROVEMENTS

1594 N

NORTH ACCESS

DRIVE

NORTH ACCESS

DRIVE

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KEY NOTES:

LEGEND

NOTES:

PAVEMENT RECONSTRUCTION LEGEND

SPECIAL CONCRETE

CONSTRUCTION NOTES

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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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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

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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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TOP OF WALL

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SPOT GRADE (FINAL GRADE AFTER LANDSCAPING)

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FINISHED FLOOR

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SPOT GRADE LOCATION

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DIRECTIONAL FLOW ARROWS

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FINISHED GRADE

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NEW REINFORCED CONCRETE PAVEMENT (PER PROJECT DETAILS)

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TOP OF CURB

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NEW PRECAST CONCRETE WHEELSTOP (PER DETAIL 8 SHEET C502)

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PROPOSED CONTOUR

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EXISTING CONTOUR

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(SEE NOTES)

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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)

1. IN ADDITION TO THE SPECIFIC AREAS DETAILED ON THE PLANS, THE CONTRACTOR WILL BE RESPONSIBLE FOR UP TO 7500 SQUARE FEET OF ADDITIONAL MISCELLANEOUS CONCRETE REPAIRS, TO INCLUDE SIDEWALK, ADA RAMPS, AND CURB AND GUTTER, LOCATED AT THE COR DIRECTION. THIS WORK IS INCIDENTAL TO THE CONTRACT WORK AND NO ADDITIONAL SEPARATE PAYMENT WILL BE MADE THEREFORE.

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

CG103

GRADING AND PAVING PLAN

SHEET C3

PARKING LOT A & B IMPROVEMENTS

BUILDING INDEX:

PARKING LOT A

PARKING LOT A

KEY NOTES:

LEGEND

NOTES:

PAVEMENT RECONSTRUCTION LEGEND

SOLAR PANEL NOTES:

SPECIAL CONCRETE

CONSTRUCTION NOTES

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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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EXISTING SIDEWALK

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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FEET

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CAUTION!!! EXISTING MANHOLE (TO REMAIN)

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DEMOLISH AND REMOVE EXISTING SIDEWALK

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CAUTION!!! EXISTING OAK TREE AND LANDSCAPING (TO REMAIN)

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TC=1637.50

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NEW SIDEWALK

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DEMOLISH, REMOVE, AND REPLACE EXISTING REINFORCED CONCRETE PAVEMENT SECTION

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CAUTION!!! EXISTING SIDEWALK (TO REMAIN)

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NEW HMAC PAVEMENT SECTION

AutoCAD SHX Text CAUTION!!! EXISTING LIGHT POLE (CONTRACTOR SHALL PROTECT THROUGHOUT DURATION OF CONSTRUCTION)

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NEW HMAC ACCESS DRIVE

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NEW HMAC ACCESS DRIVE

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REMOVE AND RELOCATE EXISTING PARKING LIGHTING

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EXISTING COVERED AWNINGS/SOLAR PANELS (TO REMAIN - SEE SOLAR PANEL NOTES)

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EXISTING COVERED AWNINGS/SOLAR PANELS (TO REMAIN - SEE SOLAR PANEL NOTES)

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SAWCUT

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SAWCUT

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EXISTING HANDICAP CURB RAMP (TO REMAIN)

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EXISTING FIRE HYDRANT (TO REMAIN)

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CAUTION!!! EXISTING SIDEWALK (TO REMAIN)

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AutoCAD SHX Text FURNISH AND INSTALL 4 L.F. NEW SAWTOOTH CURB OPENING (THE CONTRACTOR SHALL PROVIDE GRADING, WITHIN GRASSED AREAS, AS REQUIRED TO PROMOTE POSITIVE DRAINAGE AND ALLEVIATE PONDING IN PAVEMENT AREAS)

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CAUTION!!! EXISTING MANHOLE (TO REMAIN)

AutoCAD SHX Text CAUTION!!! EXISTING WATER VALVES (ADJUST VALVE BOXES AS REQUIRED TO MATCH NEW GRADING ELEVATIONS)

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TC=1637.91

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EXISTING HMAC ACCESS DRIVE (TO REMAIN)

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CAUTION!!! EXISTING MANHOLE (TO REMAIN)

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NEW CONCRETE PAVEMENT SECTION

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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

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1. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL EXCAVATE AND VERIFY VERTICAL AND HORIZONTAL LOCATION OF THE SOLAR ARRAY POWER LINES AND NOTIFY THE HFS PROJECT MANAGER AND OWNER'S PROJECT REPRESENTATIVE OF ANY CONFLICTS WITH PAVEMENT RECONSTRUCTION. 2. ALL WORK UNDER THE EXISTING COVERED AWNINGS AND SOLAR PANELS WILL BE CONDUCTED WITH WALK BEHIND EQUIPMENT UNLESS APPROVED BY THE VA PROJECT MANAGER AND PROJECT REPRESENTATIVE. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT THE COVERED AWNINGS AND SOLAR PANELS FROM DAMAGE AT ALL TIMES FOR THE DURATION OF CONSTRUCTION.

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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TOP OF WALL

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SPOT GRADE (FINAL GRADE AFTER LANDSCAPING)

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FINISHED FLOOR

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SPOT GRADE LOCATION

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DIRECTIONAL FLOW ARROWS

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FINISHED GRADE

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NEW REINFORCED CONCRETE PAVEMENT (PER PROJECT DETAILS)

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TOP OF CURB

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NEW PRECAST CONCRETE WHEELSTOP (PER DETAIL 8 SHEET C502)

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PROPOSED CONTOUR

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EXISTING CONTOUR

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(SEE NOTES)

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NEW REINFORCED CONCRETE SIDEWALK (PER PROJECT DETAILS)

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NEW MOTORCYCLE PARKING AREA

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EXISTING SIDEWALK

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AutoCAD SHX Text FURNISH AND INSTALL 1-CONNECTION TO EXISTING CONCRETE SIDEWALK (SAWCUT AND MATCH EXISTING)

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FURNISH AND INSTALL 2' WHITE THERMOPLASTIC CROSS WALK STRIPING

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TOP OF PAVEMENT TO MATCH TOP OF SIDEWALK

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NEW RUBBER SPEED BUMPS (PER VA AND MANUFACTURER'S REQUIREMENTS SPECIFICATIONS)

1. IN ADDITION TO THE SPECIFIC AREAS DETAILED ON THE PLANS, THE CONTRACTOR WILL BE RESPONSIBLE FOR UP TO 7500 SQUARE FEET OF ADDITIONAL MISCELLANEOUS CONCRETE REPAIRS, TO INCLUDE SIDEWALK, ADA RAMPS, AND CURB AND GUTTER, LOCATED AT THE COR DIRECTION. THIS WORK IS INCIDENTAL TO THE CONTRACT WORK AND NO ADDITIONAL SEPARATE PAYMENT WILL BE MADE THEREFORE.

Drawing Number

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Location

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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

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SHEET C4

PARKING LOT D IMPROVEMENTS

99 97 91

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BUILDING INDEX:

KEY NOTES:

LEGEND

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PAVEMENT RECONSTRUCTION LEGEND

SPECIAL CONCRETE

CONSTRUCTION NOTES

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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 HMAC PAVEMENT SECTION

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NEW HMAC PAVEMENT SECTION

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EXISTING SIDEWALK

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EXISTING SIDEWALK

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FEET

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CAUTION!!! EXISTING SIDEWALK (TO REMAIN)

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CAUTION!!! EXISTING SIDEWALK (TO REMAIN)

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CAUTION!!! EXISTING MANHOLE (TO REMAIN)

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CAUTION!!! EXISTING CONCRETE PAVEMENT SECTION (TO REMAIN)

AutoCAD SHX Text FURNISH AND INSTALL 1-CONNECTION TO EXISTING CONCRETE SIDEWALK (SAWCUT AND MATCH EXISTING)

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EXISTING SIDEWALK

AutoCAD SHX Text GRADING AND PAVING MATCHLINE - REFER TO GRADING AND PAVING SHEET B4 FOR CONTINUATION

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EXISTING SIDEWALK

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CAUTION!!! EXISTING VAULT (TO REMAIN)

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CAUTION!!! EXISTING VAULT (TO REMAIN)

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CAUTION!!! EXISTING VAULT (TO REMAIN)

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CAUTION!!! EXISTING MANHOLE (TO REMAIN)

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NEW HMAC PAVEMENT SECTION

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EXISTING SIDEWALK (TO REMAIN)

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CAUTION!!! EXISTING VAULT (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

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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 CANOPY (TO REMAIN)

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CAUTION!!! EXISTING WALL (TO REMAIN)

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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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TOP OF WALL

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FINISHED GRADE

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NEW REINFORCED CONCRETE PAVEMENT (PER PROJECT DETAILS)

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TOP OF CURB

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NEW PRECAST CONCRETE WHEELSTOP (PER DETAIL 8 SHEET C502)

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PROPOSED CONTOUR

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EXISTING CONTOUR

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(SEE NOTES)

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NEW REINFORCED CONCRETE SIDEWALK (PER PROJECT DETAILS)

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CAUTION!!! EXISTING MANHOLE (TO REMAIN)

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NEW CONCRETE PAVEMENT SECTION

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NEW CONCRETE PAVEMENT SECTION

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NEW CONCRETE PAVEMENT SECTION

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NEW RUBBER SPEED BUMPS (PER VA AND MANUFACTURER'S REQUIREMENTS SPECIFICATIONS)

1. IN ADDITION TO THE SPECIFIC AREAS DETAILED ON THE PLANS, THE CONTRACTOR WILL BE RESPONSIBLE FOR UP TO 7500 SQUARE FEET OF ADDITIONAL MISCELLANEOUS CONCRETE REPAIRS, TO INCLUDE SIDEWALK, ADA RAMPS, AND CURB AND GUTTER, LOCATED AT THE COR DIRECTION. THIS WORK IS INCIDENTAL TO THE CONTRACT WORK AND NO ADDITIONAL SEPARATE PAYMENT WILL BE MADE THEREFORE.

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

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PhasePROJECT MANAGEMENT STAMPCONSULTANT

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Revisions: Date:

100% DRAWINGS

FOR CONSTRUCTION

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CG105

GRADING AND PAVING PLAN

SHEET C5

PARKING LOT J IMPROVEMENTS

N

1307 N

LOT I

PARKING LOT J

EAST ACCESS DRIVE

1594 N

BUILDING INDEX:

KEY NOTES:

LEGEND

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PAVEMENT RECONSTRUCTION LEGEND

SPECIAL CONCRETE

CONSTRUCTION NOTES

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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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MLC

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ECB

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NEW HMAC PAVEMENT SECTION

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EXISTING HMAC PAVEMENT SECTION (TO REMAIN)

AutoCAD SHX Text GRADING AND PAVING MATCHLINE - REFER TO GRADING AND PAVING SHEET D5 FOR CONTINUATION

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NEW HMAC PAVEMENT SECTION

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EXISTING FIRE HYDRANT (TO REMAIN)

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FEET

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CAUTION!!! EXISTING SIDEWALK (TO REMAIN)

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EXISTING CURB INLET (TO REMAIN)

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SAWCUT

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CAUTION!!! EXISTING CONCRETE PAVEMENT (TO REMAIN)

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EXISTING BUILDING (TO REMAIN)

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EXISTING SIDEWALK

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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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NEW CONCRETE CURB AND GUTTER (PER PROJECT DETAILS)

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NEW CONCRETE EDGING (PER PROJECT DETAILS)

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TOP OF WALL

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NEW REINFORCED CONCRETE PAVEMENT (PER PROJECT DETAILS)

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TOP OF CURB

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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 REMAIN ALL LANDSCAPING AND TREES ARE TO REMAIN

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NEW PRECAST CONCRETE WHEELSTOP (PER DETAIL 8 SHEET C502)

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(SEE NOTES)

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NEW REINFORCED CONCRETE SIDEWALK (PER PROJECT DETAILS)

AutoCAD SHX Text TRADITIONALLY FORMED JOINTED PLAIN CONCRETE PAVEMENT (REFER TO…

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