36C24619B0029-003.pdf

PDF 2 MB Posted Jul 2, 2019

Attached to: Repair and Repave Station Roads Project# 659-19-115
Solicitation number: 36C24619B0029
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 6

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36C24619B0029 P09 - 659-19-115 Combined Drawings.pdf

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36C24619B0029-0001000.docx	DOCX document	Jul 25, 2019
36C24619B0029-001.docx	DOCX document	Jul 2, 2019
36C24619B0029-002.pdf	PDF	Jul 2, 2019
36C24619B0029-000.docx	DOCX document	Jun 20, 2019

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D e 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

GENERAL NOTES DRAWING INDEX

SALISBURY, NC

W.G. (BILL) HEFNER VAMC,CAMPUS

REPAIR AND PAVE STATION ROADS

SPECIAL CONCERNS

PROJECT DESCRIPTION

LOCATION MAP

KEY PLAN

Statement of work

The contractor shall repair and pave station roads identified in the drawings. Roads will be surveyed and graded to insure the runoff water will flow to the proper drainage system. Work shall include but not limited to removal of existing asphalt, new asphalt, pavement markings and other items as noted. All work, including final cleanup and completion of any punch list items shall be performed within one hundred twenty (120) days after the receipt of notice to proceed.

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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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MEMORIAL DRIVE

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MEMORIAL DRIVE

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REVEILLE ROADROAD

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REVEILLE ROADROAD

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PATRIOT CIRCLE

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FREEDOM DRIVE

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POW POINT

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WASHINGTON WAY

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MILITARY AVE.

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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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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

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CHIEF OF STAFF

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AutoCAD SHX Text 25 Apr 2019

AutoCAD SHX Text 659-19-115

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CAMPUS

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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

AutoCAD SHX Text CIVIL C001 DETAILS DETAILS C002 MAIN STREET/VETERANS DRIVEMAIN STREET/VETERANS DRIVE

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REPAIR AND PAVE STATION ROADS

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ARH

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NOTES:

1. THE VALVE BOX FRAME SHALL BE SET TO GRADE AND

CONCRETE BASE POURED AHEAD OF RESURFACING

OPERATIONS.

2. CONCRETE BASE SHALL BE H.E.S. CONCRETE.

3. THE WORK SHALL BE PROTECTED BY BARRICADES AND

LIGHTS, ETC... AND SHALL NOT BE REMOVED FOR A

PERIOD OF 72 HOURS AFTER THE POUR IS MADE.

ADJUSTMENT OF VALVE BOX

TO GRADE

PLAN VIEW OF VALVE BOX

M i n

1 1/2"

Min.

FORM OR POUR TO

EXCAVATION LIMITS

ASPHALT OVERLAYFINISHED SURFACE

PLAN VIEW OF MANHOLE

NOTE:

1. THE MANHOLE FRAME SHALL BE SET TO GRADE AND CONCRETE

BASE POURED AHEAD OF RESURFACING OPERATIONS.

2. CONCRETE BASE SHALL BE H.E.S. CONCRETE.

3. THE WORK SHALL BE PROTECTED BY BARRIERS AND LIGHTS,

ECT.. AND SHALL NOT BE REMOVED FOR A PERIOD OF 72 HOURS

AFTER THE POUR IS MADE.

ADJUSTMENT OF MANHOLE TO GRADE

8" 8"

GROUT BETWEEN M.H.

FRAMEWORK & BRICKWORK

FORM OR

POUR TO

EXCAVATION

LIMITS

FINISHED SURFACE

ASPHALT OVERLAY

1 1/2" MIN

REMOVE EXISTING DAMAGED PAVEMENT SECTION AND REPLACE

A MIN 18" CLSM WITH MAX 2" OF ASPHALT SURFACE COURSE.

NOTE: CONTRACTOR CAN USED DIFFERENT METHOD OF ASPHALT

REPAIR IF SUBMITTED TO THE GOVT. FOR APPROVAL.

PAVEMENT REPAIR DETAILS

ASPHALT CONCRETE PAVING

SAW CUT MAX 2" SURFACE

COURSE ASPHALT

CLSM CONCRETE

TACK COAT

COMPACT SUBGRADE TO 95%

STANDARD PROCTOR DENSITY

AREAS OF UNSUITABLE SOIL:

1. SAW CUT AREA OF ASPHALT TO BE REPAIRED

2. REMOVE ASPHALT AREA

3. DIG AN EXTRA 50cm BELOW ORIGINAL BASE

4. PLACE CLSM AS PAVEMENT BASE.

5. REPLACE ASPHALT LAYERS AS PER SPECIFICATION.

DURING SITE VISIT CONTRACTOR TO VERIFY AREAS THAT

ASPHALT IS SINKING AND ASSUME THAT IT IS DUE TO UNSUITABLE

SOIL CONIDTIONS .

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2% SLOPE

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2% SLOPE

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TYPICAL CROSS SECTION DETAIL

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TACK COAT AS REQUIRED

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MILL ASPHALT

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SURFACE ASPHALT

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INTERMEDIATE ASPHALT

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PRIME COAT

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COMPACTED SUB-GRADE MIN 12" R-VALUE >50. 95% MIN COMPACTION

AutoCAD SHX Text AGGREGATE BASE COURSE SHALL BE MOISTURE CONTROLLED AT COMPACTION MOISTURE RANGE. 99% MIN COMPACTION

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ASPHALT MILLING/PAVING DETAIL

AutoCAD SHX Text CONTRACTOR CANNOT OBTAIN THE DESIRE COMPACTION TO DUE TO EXISTING CONDITIONS THEN CLSM CAN BE USED AS A BACKFILL WITH NO ADDITIONAL COST TO THE GOVERNMENT DUE TO ASPHALT REPAIR DETAIL CALLS FOR THE USE OF CLSM IF THE CONTRACTOR USES A DIFFERENT METHOD OF ASPHALT REPAIR.

AutoCAD SHX Text CONTRACTOR TO ASSUME UNSUITABLE SOIL TO A DEPTH OF 36 INCHES FOR ALL ASPHALT AND CONCRETE WORKS

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MILLING DEPTH AS REQUIRED

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TACK COAT

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OLD/NEW ASPHALT CONNECTION DETAIL

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OLD ASPAHLT

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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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REQUESTER

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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 EXISTING ROAD (S) 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 CURVE 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 CURVE AND HAVE SUCK OR RISE IN ELEVATION ARE TO BE ALTERED 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 MIN. DISRUPTION OF HOSPITAL OPERATIONS. A FINAL AS-BUILT OF ALL PAVED AREAS SHALL BE SUBMITTED TO GOVERNMENT.

AutoCAD SHX Text 25 Apr 2019

AutoCAD SHX Text 659-19-115

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CAMPUS

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REPAIR AND PAVE STATION ROADS

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ARH

DETAILS

D e 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

CONTRACTOR TO MILL EXISTING TOP COAT UP TO

2",FIX ANY AREAS THAT HAVE FAILED, SURVEY TO

ACHIEVE CORRECT SLOPE, REPAVE ASPHALT ROADS,

RE-STRIPE ROADWAY AND PARKING STALLS.

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STREET

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HEDRICK

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AVENUE

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BRENNER

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HEDRICK

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S. LINK

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S. MERRITT

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FAIRSON

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OVERMAN

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%%U PARKING GARAGE

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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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PATRIOT CIRCLE

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FREEDOM DRIVE

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POW POINT

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MILITARY AVE.

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VET

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DR.

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POW POINT

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POW POINT

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POW POINT

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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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21A. FEE BASICS

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21B. ENGINEERING

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20. LABORATORY BUILDING

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

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CHIEF OF STAFF

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AutoCAD SHX Text Approved:Chief of Facilities Management Svr.

AutoCAD SHX Text Approved: Safety Manager/M&O Supervisor

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DWG. OF

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REQUESTER

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ARH

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SCALE: 1/64" = 1'-0"

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PAVE GRAVEL ROAD

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MAIN STREET

AutoCAD SHX Text 25 Apr 2019

AutoCAD SHX Text 659-19-115

AutoCAD SHX Text C-002

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CAMPUS

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REPAIR AND PAVE STATION ROADS

ARH

659-19-115 Cover Sheet

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659-19-115 Repair And Repave Station Roads-Cover sheet

659-19-115 Details

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C-101- ASPHALT-PAVING DETAILS-C-101

659-19-115 Main Street

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659-19-115 Repair And Repave Station Roads-Main Street

File details come from the government source that posted it.