36C24619Q0771-003.pdf

PDF 2 MB Posted Jul 8, 2019

Attached to: Proj# 659-19-116 Provide New Campus Sidewalks and Repair Existing Sidewalks (VA-19-00056752) This Presolicitation notices replaces original notice 36C24619B0030 posted on 06/20/2019
Solicitation number: 36C24619Q0771
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 6

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36C24619Q0771 P09 - 659-19-116 - Combined Drawings.pdf

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36C24619Q0771-000.docx	DOCX document	Jul 3, 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

AND REPAIR EXISTING SIDEWALKS

SPECIAL CONCERNS

PROJECT DESCRIPTION

LOCATION MAP

KEY PLAN

Statement of work

The contractor shall place new sidewalks and repair existing sidewalks identified in the drawings. Work shall include but not limited to preparation of new site, new sidewalks, repair of existing sidewalks, replacing old sidewalks and other items as noted. All work, including final cleanup and completion of any punch list items shall be performed within sixty (60) days after the receipt of notice to proceed.

PROVIDE NEW CAMPUS SIDEWALKS

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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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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

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.

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DRAWING NO.

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REQUESTER

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AutoCAD SHX Text 25 Apr 2019

AutoCAD SHX Text 659-19-116

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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 Bldg. 4,19,15Bldg. 4,19,15

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PROVIDE NEW CAMPUS SIDEWALKS AND REPAIR EXISTING SIDEWALKS

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ARH

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AutoCAD SHX Text NOTES: 1. EXPANSION JOINTS SHALL BE LOCATED WHERE ABUTS CONCRETE DRIVEWAYS, SIDEWALKS, CURBS, OR EXPANSION JOINTS SHALL BE LOCATED WHERE ABUTS CONCRETE DRIVEWAYS, SIDEWALKS, CURBS, OR OTHER ADJACENT STRUCTURES. 2. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT LOCATIONS AND 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 15' [4572mm] OR AT A SPACING 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF 15' [4572mm] OR AT A SPACING THAT MATCHES THE ADJACENT CURB OR SIDEWALK. 4. SAW JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE SPACING INDICATED FOR THE WIDTH SAW JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE SPACING INDICATED FOR THE WIDTH OF SIDEWALK . 5. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH A CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH A FINE BRUSH IN A TRANSVERSE DIRECTION.

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TOP OF CURB

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CLASS "B" CONCRETE

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(TYP)

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PLANS

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PLANS

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PLAN

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SIDEWALK DETAIL

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12:1 (MAX)

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1:50 (MAX)

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TRUNCATED DOMES DETECTIBLE WARNING STRIP

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CHORD

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TYPE S

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SURFACE ASPHALT

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TYPE I

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INTERMEDIATE COURSE

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AGGREGATE

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COMPACTED SUBGRADE

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BASE COURSE

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EXPANSION AND SCORED JOINT DETAIL

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ASPHALT DETAIL

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ADA-SIDEWALK

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RADIUS

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PER PLANS

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SIDEWALK RAMP

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CONTROL POINT

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SEE PLANS

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SIDEWALK

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ROADWAY WIDTH

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VARIES

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SIDEWALK WIDTH PER PLANS

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LIMITS OF RAMP

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AutoCAD SHX Text NOTE: 1. TOP OF CURB (TC) AND TOP OF RAMP ELEVATIONS SHOWN ARE IN TOP OF CURB (TC) AND TOP OF RAMP ELEVATIONS SHOWN ARE IN RELATION TO THE GUTTER AND ARE LOCATED RADIALLY. GUTTER = 0" 2. SEE STANDARD VA DETAIL 32 05 23-18 "CONCRETE SIDEWALK" FOR SEE STANDARD VA DETAIL 32 05 23-18 "CONCRETE SIDEWALK" FOR JOINT REQUIREMENTS. 3. WHEN CURB HEIGHTS OF GREATER THAN 7" [180mm] ARE SHOWN ON WHEN CURB HEIGHTS OF GREATER THAN 7" [180mm] ARE SHOWN ON PLANS, SEE PLANS AND ADA REQUIREMENTS. 4. LANDING RAMP AREA TO BE STANDARD ON ALL PROJECTS. TYPE 2 CURB LANDING RAMP AREA TO BE STANDARD ON ALL PROJECTS. TYPE 2 CURB WITH 6" [152mm] REVEAL OR BARRICADE RAILING REQUIRED ONLY WHEN NOTED ON THE PLANS IN ORDER TO RESTRICT VEHICULAR TRAFFIC.

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CROSS SLOPE

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(1% (TYP.))

AutoCAD SHX Text TYPE 2 CURB, H=6" [152mm] PER STANDARD VA DETAIL 32 05 23-17 "CONCRETE VERTICLE CURB AND TERMINAT SECTION" OR BARRICADE RAILING PER STD. DETAIL 32 05 23-04 "CONCRETE POST BARRICADE" REQUIRED ONLY WHEN NOTED ON THE PLANS IN ORDER TO RESTRICT VEHICULAR TRAFFIC.

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MAXIMUM SLOPE = 2%

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CURB AND GUTTER

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PER PLANS

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ROADWAY WIDTH

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AutoCAD SHX Text TOP OF RAMP= 3 1/2" [90mm]

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AutoCAD SHX Text TRANSITION TO MATCH EXIST. CURB AND GUTTER AND SIDEWALK. EXISTING DIMENSIONS MAY VARY SEE PLANS

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TRUNCATED DOME DETECTABLE WARNING STRIP

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SECTION A-A

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PLAN

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CURB ACCESS RAMP

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NTS

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RAMP CURB HEIGHT TO MATCH ADJACENT BACK OF SIDEWALK ELEVATION

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ROUGH BROOM FINISH USE RIPPLE PATTERN

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RAMP CURB

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SIDEWALK RAMP

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GUTTER

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MATCH GUTTER FLOW LINE TC=0"

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TRUNCATED DOME (TYP) DETECTABLE WARNING STRIP

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TRUNCATED DOME DETAIL

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ELEVATION DEPRESSED CURB AT SIDEWALK RAMP

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PERSPECTIVE

AutoCAD SHX Text Salisbury NC 28144

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

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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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DETAILS

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AutoCAD SHX Text 25 Apr 2019

AutoCAD SHX Text 659-19-116

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CAMPUS

PROVIDE NEW CAMPUS SIDEWALKS AND REPAIR EXISTING SIDEWALKS

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

A:CONTRACTOR TO SURVEY AND LAY OUT SIDEWALKS,

PREPARE SITE, EXCAVATE AREA, FORM AND POUR

CONCRETE FOR ALL NEW SIDEWALKS.

B:CONTRACTOR TO REPAIR AND REPLACE UP TO 5000 LF

OF EXISTING SIDEWALKS CAMPUS WIDE.

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STREET

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HEDRICK

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DRIVE "F"

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FREEDOM DRIVE

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FREEDOM DRIVE

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VET

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POW POINT

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POW POINT

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POW POINT

AutoCAD SHX Text M A I N

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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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AutoCAD SHX Text Approved:Chief of Facilities Management Svr.

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DWG. OF

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REQUESTER

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ARH

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

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ARH

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BLDG. 4, 15, 194, 15, 19

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AutoCAD SHX Text 3 3

AutoCAD SHX Text 25 Apr 2019

AutoCAD SHX Text 659-19-116

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CAMPUS

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PROVIDE NEW CAMPUS SIDEWALKS AND REPAIR EXISTING SIDEWALKS

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NEW SIDEWALK

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NEW SIDEWALK

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NEW SIDEWALK

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NEW SIDEWALK

659-19-115 Cover Sheet

Sheets and Views

659-19-116 Provide New Campus Sidewalks and Repair Existing Sidewalks-Cover sheet

659-19-116 Details

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659-19-116 Provide New Campus Sidewalks and Repair Existing Sidewalks-Details

659-19-116 Bldg.4, 15, 19

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659-19-116 Provide New Campus Sidewalks and Repair Existing Sidewalks-Bldg. 4 15 19

File details come from the government source that posted it.