504-23-101 Drawings.pdf

PDF 5 MB Posted Sep 13, 2023

Attached to: Y1LB--Repair Site Roads and Parking Lots Thomas E. Creek VAMC
Solicitation number: 36C25723B0046
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 17

About this file

Written by GovTribe AI · Dec 21, 2023

This package includes construction drawings and specifications for repairing site roads and parking lots at the Thomas E. Creek VA Medical Center in Amarillo, Texas. The project involves repairing asphalt and concrete surfaces, installing new asphalt and concrete, re-striping parking lots, and includes bid alternates for additional repair and re-striping work. Construction notes specify requirements for compaction, grading, drainage, signage and traffic control during work. Drawings show demolition and new construction plans for multiple areas, standard details, and a site plan identifying buildings and areas. The pre-solicitation opportunity is for contract 504-23-101 to complete this work for the Veterans Affairs Veterans Health Administration in accordance with the drawings and specifications provided.

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Other files

File	Type	Posted
36C25723B0046 0003_1.pdf	PDF	Sep 13, 2023
504-23-101 Specifications.pdf	PDF	Sep 13, 2023
36C25723B0046 0002_1.pdf	PDF	Sep 13, 2023
36C25723B0046 0004_1.docx	DOCX document	Sep 13, 2023
36C25723B0046 A0001 Solicitation Amendment.pdf	PDF	Aug 21, 2023
36C25723B0046 0001_1.docx	DOCX document	Aug 21, 2023
36C25723B0046.docx	DOCX document	Jul 11, 2023

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1. CONTRACTOR SHALL COMPLY WITH OSHA REGULATIONS AND STATE OF TEXAS LAW CONCERNING EXCAVATION, TRENCHING AS SPECIFIED IN DEPARTMENT OF VETERAN'S AFFAIRS, TYPE I/II TRENCH PATCH.

2. CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONTROL AS PER THE GUIDELINES SET FORTH IN THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, SHALL BE OBSERVED DURING

CONSTRUCTION.

3. A FLAGGER(S) IS REQUIRED TO DIRECT TRAFFIC WHEN ANY LANE IS BLOCKED.

4. CONTRACTOR MUST NOTIFY ENGINEERING BEFORE CLOSING ANY LANE OR SIDEWALK. THE REQUEST MUST BE MADE AT LEAST TEN (10) BUSINESS DAYS PRIOR TO THE DATE FOR WHICH THE CLOSURE IS

SOUGHT.

5. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL COMPARE THE DIMENSIONS SHOWN ON THE CONSTRUCTION PLANS WITH THOSE MEASURED IN THE FIELD. ANY DISCREPANCIES SHALL BE BROUGHT

TO THE ATTENTION OF THE COR IMMEDIATELY.

6. CONTRACTOR SHALL PROVIDE SILT BARRIER FENCE ON ALL CURB INLETS AND NON-CURB INLETS WHICH

WILL REMAIN IN PLACE UNTIL EXCAVATION WORK IS COMPLETE.

7. ADEQUATE DRAINAGE SHALL BE MAINTAINED ALWAYS DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO SATISFACTION OF THE

OWNING AUTHORITY.

8. CONTRACTOR TO TAKE NECESSARY PRECAUTIONS TO PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS AND

TREES ALONG AREAS OF EXCAVATION.

9. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING UNDERGROUND UTILITIES WHICH MIGHT BE OCCASIONED BY THE FAILURE TO EXACTLY LOCATED AND PRESERVE THEM. THE EXISTING UNDERGROUND FACILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORD DRAWINGS. THEIR LOCATION MUST BE CONSIDERED APPROXIMATE ONLY. VERIFICATION OF EACH UTILITY SHOWN OR NOT SHOWN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. PRIOR TO COMMENCING CONSTRUCTION, AT LEAST 48 HOURS, CALL UTILITY COORDINATION COMMITTEE OR DIG-TEST (1-800-344-8377). ALL DAMAGES WILL BE REPAIRED IN ACCORDANCE WITH THE U.S.

DEPARTMENT OF VETERANS AFFAIRS, AT NO COST TO THE U.S. DEPARTMENT OF VETERANS.

10. THE PRESENCES OF ABSENCE OF UNDERGROUND CONDUIT FACILITIES OR BURIED CABLE FACILITIES SHOWN ON THESE PLANS DOES NOT MEAN THAT THERE ARE NO DIRECT BURIED CABLES OR OTHER

CABLES IN CONDUIT IN THE AREA.

11. ANY POWER POLES, LIGHT POLES, SIGNS, ETC. LOCATED IN AN AREA DESIGNATED FOR CONSTRUCTION SHALL BE REMOVED OR RELOCATED AS DIRECTED BY AGENCY HAVING JURISDICTION OVER SUCH ITEMS.

NO ADDITIONAL COST.

12. EXISTING PAVEMENTS, CURBS, DRIVEWAYS, AND SIDEWALKS DAMAGED OR REMOVED DURING CONSTRUCTION SHALL BE REPLACED TO THE U.S. DEPARTMENT OF VETERANS AFFAIRS, OFFICE OF

CONSTRUCTION AND FACILITIES MANAGEMENT'S REQUIREMENT.

13. WHEEL CHAIR RAMPS SHALL BE INSTALLED IN ACCORDANCE WITH U.S. DEPARTMENT OF VETERANS AFFAIRS, OFFICE OF CONSTRUCTION AND FACILITIES MANAGEMENT STANDARDS AT ALL INTERSECTIONS WHERE SIDEWALKS EXIST AND THE EXISTING CURB OR SIDEWALK IS DAMAGED OR REMOVED DURING

CONSTRUCTION.

14. SUITABLE ROADWAY EXCAVATION SHALL BE PLACED IN FILL AREAS DESIGNATED BY THE OWNER AND

COMPACTED IN MAXIMUM 8-INCH LAYERS TO 95% STANDARD PROCTOR DENSITY AT OPTIMUM

MOISTURE CONTENT OR DISPOSED OF AS DIRECTED BY OWNER. CONTRACTOR SHALL REMOVE MUCK AND UNSUITABLE MATERIAL FROM FILL AREAS PRIOR TO PLACING FILL. SURPLUS EXCAVATED MATERIAL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF AS DIRECTED BY OWNER. ROADWAY FILL SHALL BE SUITABLE MATERIAL PLACED AND COMPACTED IN ACCORDANCE WITH THE SPECS AND DRAWINGS.

MATERIAL WHICH CAN NOT BE COMPACTED TO THE REQUIRED DENSITY SHALL BE REMOVED AND

REPLACED WITH ACCEPTABLE MATERIAL THAT WILL MEET THE SPECIFIED REQUIREMENTS.

GENERAL NOTES

NOT TO SCALE

E C104

Sheet # Drawing Title G-100 Site Plan & General Notes

C-100

C-101

C-102

C-103

C-104

C-105

C-106

C-107

C-108

Area A Demo and Construction Plans

Area B Demo and Construction Plans

Area C Demo and Construction Plans

Area D Demo and Construction Plans

Area E Demo and Construction Plans

Area F Demo and Construction Plans

Area G Demo and Construction Plans

Area H Demo and Construction Plans

Parking Areas Demo and Construction Plans / Details

Repair Site Roads and Parking Lots

A C100

B C101

C C102

D C103

H C107

G C106

F C105

C-109 Parking Areas Demo and Construction Plans BID ALTERNATE 2

BID ALTERNATE 3

1. Add alternate #1 of the project will be for the road on the northwest side of Building 8, and will include all labor, material, equipment, and supervision to perform the required work on this project. This work will be for the roads and parking lots labeled “BID ALTERNATE 1” on the project drawings. This work will include but not limited to the removal of the existing asphalt material, reworking, and compacting the base material, the installation of a 2” asphalt parking lot, and other work as shown on the drawings and specifications.

2. Add alternate #2 of the project will include all labor, material, equipment, and supervision to perform the required work on this project. This work will be for the roads and parking lots labeled “BID ALTERNATE 2” on the project drawings. This work will include but not limited to pressure washing, and clean out all cracks of debris and weeds, fill and patch all potholes, crack seal, and seal coat the entire main loop road of the Amarillo campus. All other work as shown on the drawings and specifications.

3. Add alternate #3 of the project will include all labor, material, equipment, and supervision to perform the required work on this project. This work will be for the roads and parking lots labeled “BID ALTERNATE 3” on the project drawings. This work will include but not limited to re-striping the entire main loop road of the Amarillo campus. All other work as shown on the drawings and specifications.

ADD ALTERNATES:

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N. EDMAN

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NEW CLC

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AMARILLO

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AVAMC ENGINEERING

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AutoCAD SHX Text 504-23-101

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AMARILLO

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AJW

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AVAMC ENGINEERING

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%%UCONSTRUCTION NOTES

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SCALE: 1" = 20'

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EXISTING SITE & DEMO PLAN AREA "A"

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NEW CONSTRUCTION AREA "A"

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%%UDEMOLITION NOTES

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KEY SITE PLAN

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1. THE CONTRACTOR WILL USE CONES AND/OR BARRICADES TO BLOCK OFF PARKING LOT THE CONTRACTOR WILL USE CONES AND/OR BARRICADES TO BLOCK OFF PARKING LOT A WHILE WORK IS BEING PREFORMED. PROVIDE TRAFFIC CONTROL (FLAGGER) AS NEEDED. CONES, BARRICADES, AND SIGNS WILL BE PROVIDE BY THE CONTRACTOR. 2. THE CONTRACTOR TO REMOVE ALL ASPHALT MATERIAL, AND/OR REWORK EXISTING THE CONTRACTOR TO REMOVE ALL ASPHALT MATERIAL, AND/OR REWORK EXISTING BASE MATERIAL IN PREPARATION FOR NEW ASPHALT PARKING LOT. 3. THE BASE MATERIAL TO BE COMPACTED TO 100% OF STANDARD PROCTOR (ASTM THE BASE MATERIAL TO BE COMPACTED TO 100% OF STANDARD PROCTOR (ASTM D698) AT ±2% OF OPTIMUM MOISTURE.

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%%ULEGEND

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HERNDON STREET SEE CONSTRUCTION NOTES 5 & 6

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%%UPROJECT NOTE:

1. THIS PART OF THE PROJECT IS PART OF THE BASE BID.THIS PART OF THE PROJECT IS PART OF THE BASE BID.

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AMARILLO

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AJW

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%%UCONSTRUCTION NOTES

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EXISTING SITE & DEMO PLAN AREA "B"

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NEW CONSTRUCTION AREA "B"

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KEY SITE PLAN

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%%UPROJECT NOTE:

1. THIS PART OF THE PROJECT IS PART OF THE BASE BID.THIS PART OF THE PROJECT IS PART OF THE BASE BID.

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AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text F

AutoCAD SHX Text B

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text of

AutoCAD SHX Text Thomas E. Creek VA Medical Center Amarillo Texas

AutoCAD SHX Text 504-23-101

AutoCAD SHX Text Site

AutoCAD SHX Text

AMARILLO

AutoCAD SHX Text

AutoCAD SHX Text Repair Site Roads

AutoCAD SHX Text and Parking Lots

AutoCAD SHX Text Area C Demo and

AutoCAD SHX Text Construction Plans

AutoCAD SHX Text C-102

AutoCAD SHX Text

AJW

AutoCAD SHX Text

AutoCAD SHX Text 10/13/2022

AutoCAD SHX Text

AVAMC ENGINEERING

AutoCAD SHX Text

%%UCONSTRUCTION NOTES

AutoCAD SHX Text

SCALE: 1" = 20'

AutoCAD SHX Text

EXISTING SITE & DEMO PLAN AREA "C"

AutoCAD SHX Text

SCALE: 1" = 20'

AutoCAD SHX Text

NEW CONSTRUCTION AREA "C"

AutoCAD SHX Text

%%UDEMOLITION NOTES

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

KEY SITE PLAN

AutoCAD SHX Text

%%ULEGEND

AutoCAD SHX Text

WORK LIMITS FOR THIS AREA

AutoCAD SHX Text

%%ULEGEND

AutoCAD SHX Text

WORK LIMITS FOR THIS AREA

AutoCAD SHX Text

1. FINAL GRADE OF THE PARKING LOT TO MATCH THE EXISTING GRADE. FINAL GRADE OF THE PARKING LOT TO MATCH THE EXISTING GRADE. 2. APPLY A PRIMER COAT TO THE BASE MATERIAL AT 0.25 GAL/SY BEFORE LAYING THE APPLY A PRIMER COAT TO THE BASE MATERIAL AT 0.25 GAL/SY BEFORE LAYING THE ASPHALT. 3. THE CONTRACTOR TO INSTALL A NEW 2" HMAC TXDOT 340 TYPE D ASPHALT WITH THE CONTRACTOR TO INSTALL A NEW 2" HMAC TXDOT 340 TYPE D ASPHALT WITH TACK COAT AS NEEDED. 4. CONTRACTOR TO STRIPE NEW ASPHALT PARKING LOT TO A LAYOUT SIMILAR TO THE CONTRACTOR TO STRIPE NEW ASPHALT PARKING LOT TO A LAYOUT SIMILAR TO THE PREVIOUS LAYOUT. 5. THIS PARKING AREA WILL NEED TO BE CLEANED, CRACKS SEALED, POT HOLES THIS PARKING AREA WILL NEED TO BE CLEANED, CRACKS SEALED, POT HOLES PATCHED, SEAL COAT THE ENTIRE PARKING LOT, AND RESTRIPED THE ENTIRE PARKING LOT. 6. CURB AND GUTTER WILL NEED TO BE REPAIR TO ALLOW FOR PROPER CURB AND GUTTER WILL NEED TO BE REPAIR TO ALLOW FOR PROPER DRAINAGE. 7. CONTRACTOR TO STRIPE NEW ASPHALT PARKING LOT TO A LAYOUT SIMILAR TO THE CONTRACTOR TO STRIPE NEW ASPHALT PARKING LOT TO A LAYOUT SIMILAR TO THE PREVIOUS LAYOUT. 8. BID ALTERNATE #2 - PRESSURE WASH, AND CLEAN OUT ALL CRACKS OF DEBRIS AND BID ALTERNATE #2 - PRESSURE WASH, AND CLEAN OUT ALL CRACKS OF DEBRIS AND - PRESSURE WASH, AND CLEAN OUT ALL CRACKS OF DEBRIS AND WEEDS, FILL AND PATCH ALL POTHOLES, CRACK SEAL, AND SEAL COAT THE ENTIRE MAIN LOOP ROAD OF THE AMARILLO CAMPUS, APPROXIMATELY 75,250 SQUARE FEET. 9. BID ALTERNATE #3 - RE-STRIPE THE ENTIRE MAIN LOOP ROAD OF THE AMARILLO BID ALTERNATE #3 - RE-STRIPE THE ENTIRE MAIN LOOP ROAD OF THE AMARILLO - RE-STRIPE THE ENTIRE MAIN LOOP ROAD OF THE AMARILLO CAMPUS, APPROXIMATELY 3,100 LINEAR FEET.

AutoCAD SHX Text LOT C Sheet C-109

AutoCAD SHX Text AREA F Sheet C-105

AutoCAD SHX Text

N. EDMAN STREET SEE CONSTRUCTION NOTES 8 & 9

AutoCAD SHX Text

N. EDMAN STREET SEE CONSTRUCTION NOTES 8 & 9

AutoCAD SHX Text

SEE DEMO NOTE 4

AutoCAD SHX Text

EXISTING CONCRETE REMAIN

AutoCAD SHX Text

SEE CONSTRUCTION NOTE 6

AutoCAD SHX Text

%%UPROJECT NOTE:

1. THIS PART OF THE PROJECT IS PART OF THE BASE BID.THIS PART OF THE PROJECT IS PART OF THE BASE BID.

N O

TRUE N

ORTH

TRUE N

ORTH

AutoCAD SHX Text

SWITCH

AutoCAD SHX Text

SITE PLAN

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

S.W. 9TH AVENUE

AutoCAD SHX Text

SERVICES

AutoCAD SHX Text

OI&T

AutoCAD SHX Text

SHOPS

AutoCAD SHX Text

BOILER

AutoCAD SHX Text

WARE-

AutoCAD SHX Text

HOUSE

AutoCAD SHX Text

GNDS

AutoCAD SHX Text

U.S. HIGHWAY 66

AutoCAD SHX Text

CLC

AutoCAD SHX Text

WAREHOUSE

AutoCAD SHX Text

MEDICAL ARTS

AutoCAD SHX Text

HBPC

AutoCAD SHX Text

HERNDON

AutoCAD SHX Text

E. WALKER

AutoCAD SHX Text

N. EDMAN

AutoCAD SHX Text

W. EDMAN

AutoCAD SHX Text

LODGE

AutoCAD SHX Text

AutoCAD SHX Text Tank

AutoCAD SHX Text

HAS

AutoCAD SHX Text

PRIMARY CARE

AutoCAD SHX Text

FUEL TANKS

AutoCAD SHX Text

S. EDMAN

AutoCAD SHX Text

WAREHOUSE

AutoCAD SHX Text

HAZ

AutoCAD SHX Text

FISCAL/

AutoCAD SHX Text

(AMARILLO BLVD.)

AutoCAD SHX Text

CHILLER

AutoCAD SHX Text

AutoCAD SHX Text RECOVERY and

AutoCAD SHX Text

THERAPY

AutoCAD SHX Text

CLC

AutoCAD SHX Text

REHAB & PROSTHETICS

AutoCAD SHX Text

SPECIALTY CLINIC

AutoCAD SHX Text CENTER for

AutoCAD SHX Text

HOSPITAL (ORIG.)

AutoCAD SHX Text

AutoCAD SHX Text Main Hospital

AutoCAD SHX Text

HOSPITAL (ORIG.)

AutoCAD SHX Text

HOSPITAL (ORIG.)

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg.

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text F

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text F

AutoCAD SHX Text B

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text of

AutoCAD SHX Text Thomas E. Creek VA Medical Center Amarillo Texas

AutoCAD SHX Text 504-23-101

AutoCAD SHX Text Site

AutoCAD SHX Text

AMARILLO

AutoCAD SHX Text

AutoCAD SHX Text Repair Site Roads

AutoCAD SHX Text and Parking Lots

AutoCAD SHX Text Area D Demo and

AutoCAD SHX Text Construction Plans

AutoCAD SHX Text C-103

AutoCAD SHX Text

AJW

AutoCAD SHX Text

AutoCAD SHX Text 10/13/2022

AutoCAD SHX Text

AVAMC ENGINEERING

AutoCAD SHX Text

%%UCONSTRUCTION NOTES

AutoCAD SHX Text

SCALE: 1" = 20'

AutoCAD SHX Text

EXISTING SITE & DEMO PLAN AREA "D"

AutoCAD SHX Text

SCALE: 1" = 20'

AutoCAD SHX Text

NEW CONSTRUCTION AREA "D"

AutoCAD SHX Text

%%UDEMOLITION NOTES

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

KEY SITE PLAN

AutoCAD SHX Text

%%ULEGEND

AutoCAD SHX Text

WORK LIMITS FOR THIS AREA

AutoCAD SHX Text AREA B Sheet C-101

AutoCAD SHX Text

%%ULEGEND

AutoCAD SHX Text

WORK LIMITS FOR THIS AREA

AutoCAD SHX Text AREA B Sheet C-101

AutoCAD SHX Text AREA E Sheet C-104

AutoCAD SHX Text

N. EDMAN STREET SEE CONSTRUCTION NOTES 6 & 7

AutoCAD SHX Text LOT D Sheet C-109

AutoCAD SHX Text AREA E Sheet C-104

AutoCAD SHX Text

N. EDMAN STREET SEE CONSTRUCTION NOTES 6 & 7

AutoCAD SHX Text LOT D Sheet C-109

AutoCAD SHX Text

1. THE CONTRACTOR WILL USE CONES AND/OR BARRICADES TO BLOCK OFF PARKING LOT A THE CONTRACTOR WILL USE CONES AND/OR BARRICADES TO BLOCK OFF PARKING LOT A WHILE WORK IS BEING PREFORMED. PROVIDE TRAFFIC CONTROL (FLAGGER) AS NEEDED. CONES, BARRICADES, AND SIGNS WILL BE PROVIDE BY THE CONTRACTOR. 2. THE CONTRACTOR TO REMOVE ALL ASPHALT MATERIAL AND CONCRETE MATERIAL, AND/OR THE CONTRACTOR TO REMOVE ALL ASPHALT MATERIAL AND CONCRETE MATERIAL, AND/OR REWORK EXISTING BASE MATERIAL IN PREPARATION FOR NEW 6" CONCRETE DRIVE. 3. THE BASE MATERIAL TO BE COMPACTED TO 100% OF STANDARD PROCTOR (ASTM D698) THE BASE MATERIAL TO BE COMPACTED TO 100% OF STANDARD PROCTOR (ASTM D698) AT ±2% OF OPTIMUM MOISTURE.

AutoCAD SHX Text

1. FINAL GRADE OF THE PARKING LOT TO MATCH THE EXISTING GRADE. FINAL GRADE OF THE PARKING LOT TO MATCH THE EXISTING GRADE. 2. APPLY A PRIMER COAT TO THE BASE MATERIAL AT 0.25 GAL/SY BEFORE LAYING THE APPLY A PRIMER COAT TO THE BASE MATERIAL AT 0.25 GAL/SY BEFORE LAYING THE ASPHALT. 3. THE CONTRACTOR TO INSTALL A NEW 6" CONCRETE DRIVE. THE CONTRACTOR TO INSTALL A NEW 6" CONCRETE DRIVE. 4. CONTROL JOINTS WILL BE PLACED EVERY 10 FEET, AND EXPANSION JOINTS WILL BE CONTROL JOINTS WILL BE PLACED EVERY 10 FEET, AND EXPANSION JOINTS WILL BE PLACED EVERY 30 FEET. 5. THIS AREA ALONG WITH THE CURB AND GUTTER WILL NEED TO BE REPAIR TO THIS AREA ALONG WITH THE CURB AND GUTTER WILL NEED TO BE REPAIR TO ALLOW FOR PROPER DRAINAGE. 6. BID ALTERNATE #2 - PRESSURE WASH, AND CLEAN OUT ALL CRACKS OF DEBRIS AND BID ALTERNATE #2 - PRESSURE WASH, AND CLEAN OUT ALL CRACKS OF DEBRIS AND - PRESSURE WASH, AND CLEAN OUT ALL CRACKS OF DEBRIS AND WEEDS, FILL AND PATCH ALL POTHOLES, CRACK SEAL, AND SEAL COAT THE ENTIRE MAIN LOOP ROAD OF THE AMARILLO CAMPUS, APPROXIMATELY 75,250 SQUARE FEET. 7. BID ALTERNATE #3 - RE-STRIPE THE ENTIRE MAIN LOOP ROAD OF THE AMARILLO BID ALTERNATE #3 - RE-STRIPE THE ENTIRE MAIN LOOP ROAD OF THE AMARILLO - RE-STRIPE THE ENTIRE MAIN LOOP ROAD OF THE AMARILLO CAMPUS, APPROXIMATELY 3,100 LINEAR FEET.

AutoCAD SHX Text

SEE CONSTRUCTION NOTE 5

AutoCAD SHX Text

SEE CONSTRUCTION NOTE 3

AutoCAD SHX Text

%%UPROJECT NOTE:

1. THIS PART OF THE PROJECT IS PART OF THE BASE BID.THIS PART OF THE PROJECT IS PART OF THE BASE BID.

N O

TRUE N

ORTH

TRUE N

ORTH

AutoCAD SHX Text

SWITCH

AutoCAD SHX Text

SITE PLAN

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

S.W. 9TH AVENUE

AutoCAD SHX Text

SERVICES

AutoCAD SHX Text

OI&T

AutoCAD SHX Text

SHOPS

AutoCAD SHX Text

BOILER

AutoCAD SHX Text

WARE-

AutoCAD SHX Text

HOUSE

AutoCAD SHX Text

GNDS

AutoCAD SHX Text

U.S. HIGHWAY 66

AutoCAD SHX Text

CLC

AutoCAD SHX Text

WAREHOUSE

AutoCAD SHX Text

MEDICAL ARTS

AutoCAD SHX Text

HBPC

AutoCAD SHX Text

HERNDON

AutoCAD SHX Text

E. WALKER

AutoCAD SHX Text

N. EDMAN

AutoCAD SHX Text

W. EDMAN

AutoCAD SHX Text

LODGE

AutoCAD SHX Text

AutoCAD SHX Text Tank

AutoCAD SHX Text

HAS

AutoCAD SHX Text

PRIMARY CARE

AutoCAD SHX Text

FUEL TANKS

AutoCAD SHX Text

S. EDMAN

AutoCAD SHX Text

WAREHOUSE

AutoCAD SHX Text

HAZ

AutoCAD SHX Text

FISCAL/

AutoCAD SHX Text

(AMARILLO BLVD.)

AutoCAD SHX Text

CHILLER

AutoCAD SHX Text

AutoCAD SHX Text RECOVERY and

AutoCAD SHX Text

THERAPY

AutoCAD SHX Text

CLC

AutoCAD SHX Text

REHAB & PROSTHETICS

AutoCAD SHX Text

SPECIALTY CLINIC

AutoCAD SHX Text CENTER for

AutoCAD SHX Text

HOSPITAL (ORIG.)

AutoCAD SHX Text

AutoCAD SHX Text Main Hospital

AutoCAD SHX Text

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg.

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text F

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text F

AutoCAD SHX Text B

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text of

AutoCAD SHX Text Thomas E. Creek VA Medical Center Amarillo Texas

AutoCAD SHX Text 504-23-101

AutoCAD SHX Text Site

AutoCAD SHX Text

AMARILLO

AutoCAD SHX Text

AutoCAD SHX Text Repair Site Roads

AutoCAD SHX Text and Parking Lots

AutoCAD SHX Text Area E Demo and

AutoCAD SHX Text Construction Plans

AutoCAD SHX Text C-104

AutoCAD SHX Text

AJW

AutoCAD SHX Text

AutoCAD SHX Text 10/13/2022

AutoCAD SHX Text

AVAMC ENGINEERING

AutoCAD SHX Text

%%UCONSTRUCTION NOTES

AutoCAD SHX Text

SCALE: 1" = 20'

AutoCAD SHX Text

EXISTING SITE & DEMO PLAN AREA "E"

AutoCAD SHX Text

SCALE: 1" = 20'

AutoCAD SHX Text

NEW CONSTRUCTION AREA "E"

AutoCAD SHX Text

%%UDEMOLITION NOTES

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

KEY SITE PLAN

AutoCAD SHX Text

%%ULEGEND

AutoCAD SHX Text

WORK LIMITS FOR THIS AREA

AutoCAD SHX Text

%%ULEGEND

AutoCAD SHX Text

WORK LIMITS FOR THIS AREA

AutoCAD SHX Text

N. EDMAN STREET SEE CONSTRUCTION NOTES 4 & 5

AutoCAD SHX Text AREA F Sheet C-105

AutoCAD SHX Text LOT D Sheet C-109

AutoCAD SHX Text

N. EDMAN STREET SEE CONSTRUCTION NOTES 4 & 5

AutoCAD SHX Text AREA F Sheet C-105

AutoCAD SHX Text LOT D Sheet C-109

AutoCAD SHX Text

%%UPROJECT NOTE:

1. THIS PART OF THE PROJECT IS BID ALTERNATE 1.THIS PART OF THE PROJECT IS BID ALTERNATE 1.

N O

E N

O R

N O

E N

O R

AutoCAD SHX Text

SWITCH

AutoCAD SHX Text

SITE PLAN

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

S.W. 9TH AVENUE

AutoCAD SHX Text

SERVICES

AutoCAD SHX Text

OI&T

AutoCAD SHX Text

SHOPS

AutoCAD SHX Text

BOILER

AutoCAD SHX Text

WARE-

AutoCAD SHX Text

HOUSE

AutoCAD SHX Text

GNDS

AutoCAD SHX Text

U.S. HIGHWAY 66

AutoCAD SHX Text

CLC

AutoCAD SHX Text

WAREHOUSE

AutoCAD SHX Text

MEDICAL ARTS

AutoCAD SHX Text

HBPC

AutoCAD SHX Text

HERNDON

AutoCAD SHX Text

E. WALKER

AutoCAD SHX Text

N. EDMAN

AutoCAD SHX Text

W. EDMAN

AutoCAD SHX Text

LODGE

AutoCAD SHX Text

AutoCAD SHX Text Tank

AutoCAD SHX Text

HAS

AutoCAD SHX Text

PRIMARY CARE

AutoCAD SHX Text

FUEL TANKS

AutoCAD SHX Text

S. EDMAN

AutoCAD SHX Text

WAREHOUSE

AutoCAD SHX Text

HAZ

AutoCAD SHX Text

FISCAL/

AutoCAD SHX Text

(AMARILLO BLVD.)

AutoCAD SHX Text

CHILLER

AutoCAD SHX Text

AutoCAD SHX Text RECOVERY and

AutoCAD SHX Text

THERAPY

AutoCAD SHX Text

CLC

AutoCAD SHX Text

REHAB & PROSTHETICS

AutoCAD SHX Text

SPECIALTY CLINIC

AutoCAD SHX Text CENTER for

AutoCAD SHX Text

HOSPITAL (ORIG.)

AutoCAD SHX Text

AutoCAD SHX Text Main Hospital

AutoCAD SHX Text

SWITCH

AutoCAD SHX Text

LODGE

AutoCAD SHX Text

HAS

AutoCAD SHX Text

SWITCH

AutoCAD SHX Text

LODGE

AutoCAD SHX Text

HAS

AutoCAD SHX Text

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg.

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text F

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text F

AutoCAD SHX Text B

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text of

AutoCAD SHX Text Thomas E. Creek VA Medical Center Amarillo Texas

AutoCAD SHX Text 504-23-101

AutoCAD SHX Text Site

AutoCAD SHX Text

AMARILLO

AutoCAD SHX Text

AutoCAD SHX Text Repair Site Roads

AutoCAD SHX Text and Parking Lots

AutoCAD SHX Text Area F Demo and

AutoCAD SHX Text Construction Plans

AutoCAD SHX Text C-105

AutoCAD SHX Text

AJW

AutoCAD SHX Text

AutoCAD SHX Text 10/13/2022

AutoCAD SHX Text

AVAMC ENGINEERING

AutoCAD SHX Text

%%UCONSTRUCTION NOTES

AutoCAD SHX Text

SCALE: 1" = 30'

AutoCAD SHX Text

EXISTING SITE & DEMO PLAN AREA "F"

AutoCAD SHX Text

SCALE: 1" = 30'

AutoCAD SHX Text

NEW CONSTRUCTION AREA "F"

AutoCAD SHX Text

%%UDEMOLITION NOTES

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

KEY SITE PLAN

AutoCAD SHX Text

%%ULEGEND

AutoCAD SHX Text

WORK LIMITS FOR THIS AREA

AutoCAD SHX Text

%%ULEGEND

AutoCAD SHX Text

WORK LIMITS FOR THIS AREA

AutoCAD SHX Text

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Sep 13, 2023.