36C24619B0018-0001001.pdf

PDF 2 MB Posted Jun 19, 2019

Attached to: 659-19-114-Pave Gravel Parking Lots
Solicitation number: 36C24619B0018
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 6

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36C24619B0018 0001 P02-659-19-114 Combined Drawings.pdf

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36C24619B0018-0001000.docx	DOCX document	Jun 19, 2019
36C24619B0018-0001002.pdf	PDF	Jun 19, 2019
36C24619B0018-001.docx	DOCX document	Jun 10, 2019
36C24619B0018-000.docx	DOCX document	May 14, 2019

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D e p a r t m e n t o f

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GENERAL NOTES DRAWING INDEX

SALISBURY, NC

W.G. (BILL) HEFNER VAMC,CAMPUS

PAVE GRAVEL PARKING LOTS

SPECIAL CONCERNS

PROJECT DESCRIPTION

LOCATION MAP

KEY PLAN

Statement of work

The contractor shall pave gravel parking lots identified in the drawings. Parking lots will be surveyed and graded to insure the runoff water will flow to the proper drainage system. The contractor will remove the existing ABC stone and save for reuse.

The contractor can remove up to 24 inches of soil plus the topcoat and binder depth to mitigate the effects of bad soil conditions. Install Geo Matting and ABC stone and compact until

95% compaction is achieved. All utility manholes and vaults in the construction area shall be raised and modified to meet the new grade. If curb drains are removed the existing vaults will need to be modified to graded drains. All work, including final cleanup and completion of any punch list items shall be performed within ninety (90) days after the receipt of notice to proceed.

LOT 18: CONTRACTOR TO SURVEY AND LAY OUT PARKING LOT, REMOVE

EXISTING TIRE STOPS, GRADE AREAS TO MATCH EXISTING ASPHALT.

APPLY ASPHALT BINDER, LAY OUT PARKING ARRANGEMENT AND PAINT LINES

PER DRAWING. INSTALL TIRE STOPS PER MANUFACTURES RECOMMENDATIONS.

New Lot By 42: CONTRACTOR TO SURVEY AND LAY OUT PARKING LOT, REMOVE THE CURRENT AGGREGATE (THIS IS TO BE REUSED) UP TO 24"

DEPENDING ON SOIL CONDITIONS, GRADE AREAS TO MATCH EXISTING

ASPHALT. INSTALL GEO MAT, AGGREGATES BASE (TEST FOR 95%

COMPACTION), APPLY ASPHALT BINDER, LAY OUT PARKING ARRANGEMENT

AND PAINT LINES PER DRAWING. INSTALL TIRE STOPS PER MANUFACTURES

RECOMMENDATIONS.

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STREET

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HEDRICK

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AVENUE

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BRENNER

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AutoCAD SHX Text %%uW.G.(Bill) HEFNER MEDICAL CENTER

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SALISBURY, NORTH CAROLINA

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STREET

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DR. "Z"

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AVE.

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STATESVILLE AVE.

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DRIVE "F"

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DRIVE "N"

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DRIVE "P"

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HEDRICK

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AVE.

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ACKERT

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AVE.

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S. LINK

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S. MERRITT

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AVE.

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FAIRSON

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OVERMAN

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NATIONAL CEMETERY OFFICES

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NATIONAL CEMETERY

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AVE.

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MAY 11, 2015

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%%U PARKING GARAGE

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LINCOLN LANE

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MEMORIAL DRIVE

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REVEILLE ROADROAD

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VETERANS D R.

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VETERANS D R.

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MILITARY AVE.

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FREEDOM DRIVE

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WASHINGTON WAY

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PATRIOT CIRCLE

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MEMORIAL DRIVE

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REVEILLE ROADROAD

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VET

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DR.

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POW POINT

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BUILDINGS

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1. ADMINISTRATION BUILDING

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2. G. M. & S BUILDING

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3. OUTPATIENT CLINICS

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4. PATIENT TREATMENT(MENTAL HEALTH)

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5. MAIN KITCHEN

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6. RECREATION BUILDING

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7. R.M.S & CORE CLINIC BUILDING

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10. N.C. VETERANS HOME

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12. POLICE HEADQUARTERS

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13. STUDENT LODGING

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14. E&W DUPLEX QUARTERS

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15. VISIN

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16. LAUNDRY

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17A. WAREHOUSE

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18. BOILER PLANT

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19. CHAPEL

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21. ENDOSCOPE, PODIATRY, ONCOLOGY, SLEEP CLINIC

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22. FLAG POLE

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24. R.M.&S STORAGE

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25. R.M.&S. STORAGE

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28. ENGINEERING PAINT SHOP

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29. R.M.&S. STORAGE

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30. GREENHOUSE

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31. CHILLER PLANT

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32. GENERATOR BUILDING

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33. SWITCHGEAR BUILDING

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34. GENERATOR BUILDING

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35. GENERATOR BUILDING

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36. GENERATOR BUILDING

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37. GENERATOR BUILDING

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38. GENERATOR BUILDING

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39. PICNIC SHELTER

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40. GROUNDS STORAGE SHELTER

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42. GERO-PSYCHIATRIC BUILDING

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11. MENTAL HEALTH OFFICES

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43. HOSPICES BUILDING

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8. PATIENT TREATMENT(MENTAL HEALTH)

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21A. FEE BASICS

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21B. ENGINEERING

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11A. MENTAL HEALTH OFFICES

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11B. MENTAL HEALTH OFFICES

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11C. MENTAL HEALTH OFFICES

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17. WAREHOUSE

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17B. EM WAREHOUSE

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17C. GSA VEHICLES

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9. PARKING GARAGE

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20. LABORATORY BUILDING

AutoCAD SHX Text Salisbury NC 28144

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MEDICAL CENTER DIRECTOR

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RECOMMEND APPROVAL

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ASSOC. DIR. PATIENT CARE SVC.

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APPROVAL BY:

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CHIEF OF SERVICE

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CHIEF OF STAFF

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AutoCAD SHX Text 17 Apr 2019

AutoCAD SHX Text 659-19-114

AutoCAD SHX Text G-001

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BUILDING # 42

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GENERAL G001 COVER SHEET

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1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CONTRACT DOCUMENTS & REQUIREMENTS 2. THE CONTRACTOR SHALL CHECK ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, AND DIMENSIONS FOR ACCURACY AS SHOWN BEFORE PROCEEDING WITH THE CONSTRUCTION. IF THERE ARE ANY QUESTIONS, THE CONTRACTOR SHALL OBTAIN A CLARIFICATION FROM THE GOVERNMENT BEFORE PROCEEDING WITH THE WORK IN QUESTION OR RELATED WORK. 3. DRAWINGS SHALL NOT BE SCALED. WRITTEN DIMENSIONS SHALL ALWAYS GOVERN. CONTRACTOR REQUIRING DIMENSIONS NOT NOTED, SHALL CONTACT THE GOVERNMENT FOR SUCH INFORMATION PRIOR TO PROCEEDING WITH WORK RELATED TO THOSE DIMENSIONS. 4. CONTRACTOR SHALL NOTIFY GOVERNMENT OF CONFLICTS BETWEEN DRAWINGS DETAILS AND SPECIFICATION IN WRITING, PRIOR TO PROCEEDING WITH THE WORK IN QUESTION. 5. "TYPICAL" OR "TYP." MEANS THAT THE CONDITION IS REPRESENTATIVE FOR ALL SIMILAR CONDITIONS, UNLESS OTHERWISE NOTED. "SIMILAR" OR "SIM" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED. VERIFY DIMENSIONS AND ORIENTATION ON PLANS AND ELEVATIONS. "ALIGN" AS USED IN THESE DOCUMENTS MEANS TO ACCURATELY LOCATE FINISHES IN THE SAME PLACE. 6. "AS REQUIRED" MEANS AS REQUIRED BY REGULATORY REQUIREMENTS, BY REFERENCED STANDARDS, BY EXISTING CONDITIONS, BY GENERALLY ACCEPTED ACCEPTED CONSTRUCTION PRACTICE OR BY THE CONTRACT DOCUMENTS. 7. CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING HANGERS OR OTHER SUPPORTS OF ALL FIXTURES, EQUIPMENT, FURNISHINGS, AND ALL OTHER ITEMS REQUIRING SAME. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING FOR PROPER INSTALLATION OF MATERIAL AND EQUIPMENT. 9. ALL PENETRATIONS THROUGH MASONRY AND CONCRETE STRUCTURES SHALL BE SEALED TO PROTECT AGAINST FIRE WITH ENVIRONMENTAL CONDITIONS THAT EXIST. 10 CONTRACTOR TO SUBMIT MOBILIZATION PLAN TO GOVERNMENT FOR APPROVAL BEFORE MOBILIZATION OF THE JOB CAN TAKE PLACE. 11 CONTRACTOR NOT TO PARK IN PATIENT PARKING LOTS OR EMPLOYEE PARKING ONLY ON DESIGNATED BY COR. CONTRACTOR TO COORDINATE WITH COR FOR PARKING AREAS AND PROPER ACCESS TO CONSTRUCTION AREA. 12 BEFORE STARTING WORK IN A NEW AREA OR MOVEMENT OF EQUIPMENT ONE AREA TO ANOTHER, COORDINATION WITH THE FACILITY AND GOVERNMENT IS REQUIRED TO ENSURE PATIENT SAFETY. 13 IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE THE PROPER COORDINATION IN ADVANCE FOR MAJOR INTERRUPTIONS (15 CALENDAR DAYS) AND ANY DELAY OF WORK DUE TO IMPROPER NOTICE WILL BE RESPONSIBILITY OF THE CONTRACTOR NOT THE GOVERNMENT. 14 AT ANY TIME IMPROPER PROCEDURES ARE OBSERVED THAT PUT PATIENT SAFETY , STAFF, OR CONTRACTOR WORKERS SAFETY AT RISK, THE WORK WILL BE STOPPED UNTIL CORRECTIONS ARE MADE AND AND APPROVED BY THE GOVERNMENT AND THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DELAY DUE TO IMPROPER ADHERENCE TO THE CONTRACT/DOCUMENTS AND/OR SAFETY REGULATIONS. 15 BEFORE ANY NEW ELECTRICAL, MECHANICAL, AND/OR SITE MODIFICATIONS THE CONTRACTOR MUST NOTIFY THE GOVERNMENT 72 HOURS IN ADVANCE FOR PROPER COORDINATION TO ENSURE PATIENT, STAFF, AND CONTRACTOR WORKERS SAFETY. 16 CONTRACTOR TO REMOVE ALL DEBRIS FROM CONSTRUCTION AREA THAT MIGHT EFFECT GOVERNMENT OPERATIONS AND EACH DAY PERFORM HOUSE KEEPING OPERATIONS TO ENSURE CLEAN WORK AREA.

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PROJECT ADDRESS

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W.G. (BILL) HEFNER VA MEDICAL CENTER 1601 BRENNER AVE. SALISBURY, NC 28144

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1. DUE TO WORK BEING DONE IN AN ACTIVE HOSPITAL SPECIAL PRECAUTIONS AND COORDINATION MUST BE TAKEN BEFORE ANY WORK CAN BE DONE. 2. MOBILIZATION PLAN MUST BE SUBMITTED TO THE GOVERNMENT AND APPROVED. MOBILIZATION PLAN MUST ADDRESS DUST CONTROL MEASURE, MOVEMENT OF MATERIALS, CONTROL METHODS DURING CONSTRUCTION, TRAFFIC CONTROL, AND DEMOBILIZATION OUTLINE.. 3. ALL WORK SHALL BE DONE IN A PROFESSIONAL MANNER AND AT ALL TIMES WORKERS WILL CONDUCT THEMSELVES IN A WAY AS NOT TO DISTURB NORMAL HOSPITAL OPERATIONS. 4. THE GOVERNMENT RESERVED THE RIGHT TO REMOVE ANY PERSONNEL FROM THE JOB SITE FOR ANY FAILURE TO ADHERE TO THE CONTRACT/DOCUMENTS AND/OR SAFETY REGULATIONS AND WILL BE AT THE COST OF THE CONTRACTOR DUE TO FAILURE TO ADHERE TO CONTRACT/DOCUMENTS AND/OR SAFETY REGULATIONS. 5. AT ALL TIMES CONTRACTORS SHALL WEAR ID BADGES AND PROPER PPE. 6. CONTRACTOR WORKERS MUST COMPLETE 2 DVD INFECTION CONTROL INFORMATION SESSION BEFORE ANY WORK CAN BEGIN.

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PROJECT DATA

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COVER SHEET

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CIVIL C001 DETAILS DETAILS C002 LOT 18 LOT 18 C003 NEW LOT BY 42NEW LOT BY 42

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PAVE GRAVEL PARKING LOTS

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XXX

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ARH

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1. 2. 3.

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ACCESSIBILITY SIGNS

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WALK

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AutoCAD SHX Text SEE SITE AND ENGINEERING DESIGN MANUAL FOR PARKING BAY WIDTHS. SEE VA BARRIER FREE DESIGN HANDBOOK H-08-13 FOR ACCESSIBLE SPACE QUANTITIES AND SIGNAGE. ACCESSIBLE SPACE FOR VANS MUST BE 11' [3300mm] WIDE WITH 5' [1524mm] ACCESS AISLES AND BE DESIGNATED FOR VANS ONLY.

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NOTE:

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PARKING STALL LAYOUT

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NTS

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COMBINATION CURB & GUTTER/WHEEL STOP PER DETAIL 02577-2

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ACCESSIBILITY SYMBOL

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REGULAR SPACES

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ACCESSIBLE SPACES

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CONCRETE SIDEWALK

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. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT LOCATIONS AND SHALL EXTEND THE FULL DEPTH OF THE CONCRETE. 3. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' OR AT 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' OR AT A SPACING THAT MATCHES THE ADJACENT CURB. 4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" RADIUS. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" RADIUS. 5. SCORED JOINTS SHALL BE 1/4" DEEP AND PLACED AT THE SPACING INDICATED FOR THE WIDTH SCORED JOINTS SHALL BE 1/4" DEEP AND PLACED AT THE SPACING INDICATED FOR THE WIDTH OF SIDEWALK OR MATCH SCORED JOINTS OF ADJACENT CURB. 6. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH A FINE BRUSH IN A TRANSVERSE DIRECTION. 7. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' OR EQUAL TO SIDEWALK WIDTH.1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' OR EQUAL TO SIDEWALK WIDTH.

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1" SCORED OR SAWCUT CONTRACTION JOINT.

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TOP OF CURB

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1/4" R. (TYP.) FORMED JOINTS ONLY

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CLASS "B" CONCRETE

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EXPANSION JOINT WITH 1/4" BITUMINOUS JOINT FILLER

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1% MIN. 2% MAX.

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1% MIN. 2% MAX.

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10.5' MAX.

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TYPICAL SECTION

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EXPANSION AND SCORED JOINT DETAIL

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EXPANSION JOINT TO EXPANSION JOINT

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EXPANSION JOINT TO EXPANSION JOINT

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(TYP)

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PLANS

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PLANS

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PLAN

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T = 4" STANDARD

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MEDICAL CENTER DIRECTOR

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ASSOC. DIR. PATIENT CARE SVC.

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APPROVAL BY:

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ARH

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CAMPUS

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AutoCAD SHX Text 659-19-114

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PAVE GRAVEL PARKING LOTS

AutoCAD SHX Text KEY NOTES: ALL EXISTING ASPHALT TO BE CUT WITH A SAW. ALL CUTS SHALL BE STRAIGHT AND AS PER DETAILS OR RECOMMENDATION OF COR. ANY ASPHALT CUT NOT USING A SAW SUCH AS THE USE OF HEAVY EQUIPMENT SHALL BE REJECTED AND ADDITIONAL CUT SHALL BE MADE TO ENSURE THAT A SOLID CONNECTION IS MADE BETWEEN NEW AND OLD ASPHALT AT NO COST TO THE GOVERNMENT. ALL ELEVATIONS TO BE VERIFY BY LAND SURVEYOR SUCH AS M.H., VALVE COVERS, CROWN OF ROAD, AND STORM DRAINAGE TO ENSURE PAVING AS PER DETAILS. CONTRACTOR TO PERFORM UTILITY DETECTION DUE TO THE POSSIBILITY THAT UTILITIES CROSS UNDER AT DEPTHS WHICH ASPHALT APPLICATION COULD DISRUPT THIS UTILITIES. CONTRACTOR TO SUBMIT AN AS-MADE OF MILLED AREAS AND DESIGN PAVING OPERATION TO MATCH EXISTING CURB FOR DRAINAGE TO EXISTING STORM DRAINAGE SYSTEM. SHOWING M.H., WATER VALVES, AND ANY PENETRATION IN RELATION TO FINAL COURSE RUN PRIOR TO PAVING. STORM DRAINAGE ELEMENTS THAT DON'T MATCH TO EXISTING CURB AND HAVE SUNK OR RAISED IN ELEVATION ARE TO BE ALTER TO MATCH SURROUNDING CURB AND STORM DRAINAGE DESIGN. CONTRACTOR TO SUBMIT A WORK PLAN SHOWING ORDER OF OPERATION FOR ENSURING WORK AS PER DETAILS AND COORDINATION WITH VAMC SALISBURY AS TO MINIMISE DISRUPTION OF HOSPITAL OPERATIONS. ALL AS-BUILTS OF PAVED AREAS SHALL BE SUBMITTED TO GOVERNMENT IN DIGITAL FORMAT (DWG) COMPATIBLE WITH AUTOCAD AND HARD COPY.

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1.5" ASPHALT SURFACE (NCDOT S 9.5B)

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3" ASPHALT BINDER (NCDOT I 19.0B)

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24" COMPACTED AGGREGATE BASE (NCDOT TYPE ABC)

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SUB-GRADE UNDISTURBED

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%%UASPHALT PAVEMENT SECTION

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14"/FT

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1 " RADIUS14" RADIUS

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12"/FT

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CONCRETE CURB AND GUTTER - TYPE II

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14"/FT

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1 " RADIUS14" RADIUS

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12"/FT

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CONCRETE CURB AND GUTTER - TYPE I

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GEO MATT

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DETAILS

C-001 p a r t m e n t o f

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LOT 18: CONTRACTOR TO SURVEY AND LAY OUT PARKING

LOT, REMOVE EXISTING TIRE STOPS, GRADE AREAS TO

MATCH EXISTING ASPHALT. APPLY ASPHALT BINDER,

LAY OUT PARKING ARRANGEMENT AND PAINT LINES PER

DRAWING. INSTALL TIRE STOPS PER MANUFACTURES

RECOMMENDATIONS.

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WASHINGTON WAY

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MEDICAL CENTER DIRECTOR

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RECOMMEND APPROVAL

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ASSOC. DIR. PATIENT CARE SVC.

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APPROVAL BY:

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CHIEF OF SERVICE

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ARH

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CAMPUS

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SCALE: 1/16" = 1'-0"

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PAVE GRAVEL ROAD

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ARH

AutoCAD SHX Text 17 Apr 2019

AutoCAD SHX Text 659-19-114

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PAVE GRAVEL PARKING LOTS

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LOT 18

AutoCAD SHX Text C-002

3 4 p a r t m e n t o f

V e t e r a n s

A f f a i r s

New Lot By 42: CONTRACTOR TO SURVEY AND LAY OUT PARKING LOT, REMOVE THE CURRENT AGGREGATE (THIS IS TO BE REUSED) UP TO 24"

DEPENDING ON SOIL CONDITIONS, GRADE AREAS TO MATCH EXISTING

ASPHALT. INSTALL GEO MAT, AGGREGATES BASE (TEST FOR 95%

COMPACTION), APPLY ASPHALT BINDER, LAY OUT PARKING ARRANGEMENT

AND PAINT LINES PER DRAWING. INSTALL TIRE STOPS PER MANUFACTURES

RECOMMENDATIONS.

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MEMORIAL DRIVE

AutoCAD SHX Text Salisbury NC 28144

AutoCAD SHX Text W.G.(Bill) Hefner Medical Center

AutoCAD SHX Text 1601 Brenner Ave.

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MEDICAL CENTER DIRECTOR

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RECOMMEND APPROVAL

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ASSOC. DIR. PATIENT CARE SVC.

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APPROVAL BY:

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CHIEF OF SERVICE

AutoCAD SHX Text ASSOC. DIR. for OPERATIONS

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CHIEF OF STAFF

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DWG. OF

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ARH

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CAMPUS

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SCALE: 1/16" = 1'-0"

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ARH

AutoCAD SHX Text 17 Apr 2019

AutoCAD SHX Text 659-19-114

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PAVE GRAVEL PARKING LOTS

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NEW LOT BY 42

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4 4

659-19-114 Cover Sheet

Sheets and Views

659-19-114 Pave Gravel Parking Lots-Cover sheet

659-19-114 Details

Sheets and Views

659-19-114 Pave Gravel Parking Lots-Details

659-19-114 Lot 18

Sheets and Views

659-19-114 Pave Gravel Parking Lots-Lot 18

659-19-114 New Lot By 42

Sheets and Views

659-19-114 Pave Gravel Parking Lots-New Lot By 42

File details come from the government source that posted it.