659-25-510_DWGs_20241104.pdf

LOCATION: B3

CKT 26, 30

B

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Elev

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GENERAL NOTES DRAWING INDEX

SALISBURY, NC

HEFNER VAMC,CAMPUS

B11 Chilled Water Pumps & Condensate Pumps

SPECIAL CONCERNS

PROJECT DESCRIPTIONLOCATION MAP KEY PLAN

SCOPE OF WORK:

The Contractor shall provide, but not limited to all equipment, personnel, and services to complete replacement of existing Chilled Water Pumps and Condensate Pumps on the Ground Floor of B11 as indicated within contract documents. In these two pump rooms (G18 & G10), the contractor will remove all MEP material (pipes, ductwork, conduit, etc.) that are not in use back to their source. The walls in both rooms will be prepped, sealed, and painted. Floors in both rooms will be refinished with epoxy coating. The chilled water pump room will get a sump well installed in the floor.

Contractor needs to provide temporary services while the pumps are down. Bldg. 11 runs 24-7 and the occupants cannot be impeded during shutdowns. All work, including final cleanup and completion of any punch list items, shall be performed within one hundred and twenty (120) calendar days of receipt of the Notice to Proceed.

B11 Chilled Water Pumps & Condensate Pumps

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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 "P"

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HEDRICK

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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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20 SPACES

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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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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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RA

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NS

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POW POINT

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POW POINT

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POW POINT

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

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SALISBURY, NORTH CAROLINA

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EXISTING

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BUILDING

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LOT 42

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LOT 6

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STATESVILLE GATE.

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GATE

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MAIN GATE

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GATE

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HEDRICK GATE

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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

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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

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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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DRAWING NO.

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REQUESTER

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AutoCAD SHX Text 04 November 2024

AutoCAD SHX Text 659-25-510

AutoCAD SHX Text G-101

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JMW

AutoCAD SHX Text Bldg. 11

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GENERAL G-101 COVER SHEETCOVER SHEET

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MEP WORKS MEP-101 PLAN VIEW PLAN VIEW MEP-102 DETAILSDETAILS

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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 COTR. CONTRACTOR TO COORDINATE WITH COTR 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

6 8 10 9 1110 12

-1312 14 -16 - 1614 17 2219 23

2725 28 30

201814 16128 1064 532 2 1/21 1/21 1 1/4< 3/4 7 7

7 98

SIDE VIEW TRAPEZE HANGER FOR UP

TO 1000 LB. UNIFORM LOAD

ADJUSTABLE CLEVIS HANGER

TYPE 1 - SEE SPECIFICATIONS

ADJUSTABLE CLEVIS HANGER

TYPE 43 - SEE SPECIFICATIONS

MAXIMUM PIPE/TUBING SUPPORT SPACING

NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE ON TRAPEZE.

IN.

FT.

FT.

1" M

AX

PROVIDE INSULATION

SHIELD & INSERT FOR ALL

PIPING (8" MIN.)

BAND

1-5/8" 12 GAGE CHANNEL

OR 2"x2"x1/4" ANGLE

WELD

SADDLE

INSULATION SHIELD AT

HANGER

PROVIDE HIGH COMPRESSIVE

STRENGTH INSULATION (9 PSF

MIN. DENSITY) UNDER

INSULATION SHIELD

INSULATION (VAPOR

BARRIER TYPE IS

REQUIRED FOR LOW

TEMPERATURE PIPE)

HANGER ROD

NOTES:

SEE SPECIFIER FOR

DETAILEDHANGER

REQUIREMENTS

1/2" Ø HANGER RODS WITH

36" MAX. SPACING ON EACH

CHANNEL

B11 Chilled Water Pumps & Condensate Pumps

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ELEV.

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UP

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SOIL LINEN

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CORRIDOR

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MECH. EQUIP.

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CH

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CHR

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CH

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CHR

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CH

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1" FUTURE

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4" CH & CHR UP

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8"X6" UP

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* " DN34" DN

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* " DN34" DN

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REROUTE CHILLED WATER LINES TRY TO ROUTE ABOVE STEAM LINES

AutoCAD SHX Text ROOM G18 - REMOVE EXISTING CW PUMPS AND CORRESPONDING PIPES REMOVE EXISTING CW PUMPS AND CORRESPONDING PIPES - REMOVE ALL UNUSED MEP MATERIALS (PIPES, DUCTWORK, ETC.) BACK TO REMOVE ALL UNUSED MEP MATERIALS (PIPES, DUCTWORK, ETC.) BACK TO THEIR SOURCE - ADD SUMP PIT IN FLOOR ADD SUMP PIT IN FLOOR - PREP FLOOR AND INSTALL EPOXY FLOORING PREP FLOOR AND INSTALL EPOXY FLOORING - SEAL AND PAINT WALLS SEAL AND PAINT WALLS - INSTALL NEW CW PUMPS INSTALL NEW CW PUMPS - REROUTE CW LINESREROUTE CW LINES

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CONDENSATE PIT

AutoCAD SHX Text ROOM G10 - REMOVE EXISTING CONDENSATE PUMPS AND CORRESPONDING PIPES REMOVE EXISTING CONDENSATE PUMPS AND CORRESPONDING PIPES - REMOVE ALL UNUSED MEP MATERIALS (PIPES, DUCTWORK, ETC.) BACK TO REMOVE ALL UNUSED MEP MATERIALS (PIPES, DUCTWORK, ETC.) BACK TO THEIR SOURCE - SURVEY EXISTING CONDENSATE PIT CONDITIONS SURVEY EXISTING CONDENSATE PIT CONDITIONS - PREP FLOOR AND INSTALL NEW EPOXY FLOORING PREP FLOOR AND INSTALL NEW EPOXY FLOORING - SEAL AND PAINT WALLS SEAL AND PAINT WALLS - INSTALL NEW CONDENSATE PUMPSINSTALL NEW CONDENSATE PUMPS

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TAKE BACK EXISTING LINES TO THIS POINT

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SCALE:

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NONE

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PIPE HANGERS

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CHR

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CH

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PIPE CONNECTION

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NEW MECHANICAL CW PIPE 4"

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EXISTING DUCT

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EXISTING MECHANICAL CW PIPE

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CHILLED WATER SUPPLY

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CHILLED WATER RETURN

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LEGEND:

AutoCAD SHX Text NOTE: EXISTING INSULATION TO BE TESTED AND ABATED AS REQUIRED ON CW PIPING BEING REPLACE.

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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PLAN VIEW

AutoCAD SHX Text 04 November 2024

AutoCAD SHX Text 659-25-510

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MEP-101

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JMW

Bldg. 11

VHASBYWheelJ1 Ellipse

VHASBYWheelJ1 Callout 360 Camera Views

B11 Chilled Water Pumps & Condensate Pumps

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4" - 6" MINIMUM OR THICKNESS OF EXISTING SIDEWALK WHICHEVER IS GREATER.

AutoCAD SHX Text BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY FOR LONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6' [1829mm].

AutoCAD SHX Text 4" [100mm] MINIMUM ABC OR THICKNESS OF EXISTING GRANULAR BASE COURSE MATERIALS (E.G. ABC & SELECT MATERIAL) WHICHEVER IS GREATER.

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TYPE 1 UTILITY TRENCH PATCH

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NTS

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4'-0" MAX.

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1'-0" MAX.

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1'-0" MAX.

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TRENCH BACKFILL

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ABC 100% MIN. COMPACTION

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SIDEWALK

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SAW CUT EXISTING. SIDEWALK FULL DEPTH BOTH SIDES

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EXISTING SIDEWALK

AutoCAD SHX Text 2" [50mm] MINIMUM OR THICKNESS OF EXISTING PAVEMENT WHICHEVER IS GREATER.

AutoCAD SHX Text BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY FOR LONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6' [1829mm].

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TYPE 3 UTILITY TRENCH PATCH

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NTS

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AutoCAD SHX Text REFER TO NOTE 13 ON VA STANDARD DETAIL 32 12 16-04 "UTILITY TRENCH PAVEMENT PATCH NOTES".

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4'-0" MAX.

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1'-0" MAX.

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TRENCH BACKFILL

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ASPHALTIC CONCRETE

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SAW CUT EXISTING. ASPHALT FULL DEPTH BOTH SIDES

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TACK COAT (TYP.)

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EXISTING PAVEMENT (TYP)

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VARIES

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EXISTING ASPHALT CONCRETE PAVEMENT (TYP)

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1'-0" MAX.

AutoCAD SHX Text [305mm]

AutoCAD SHX Text

1'-0" MAX.

AutoCAD SHX Text [305mm]

AutoCAD SHX Text

1'-0" MAX.

AutoCAD SHX Text [305mm]

AutoCAD SHX Text

1'-0" MAX.

AutoCAD SHX Text [305mm]

AutoCAD SHX Text 6"-14" [150-355mm]

AutoCAD SHX Text LOAD TRANSFER DOWELS. REFER TO VA STANDARD DETAIL 32 12 16-04 FOR PLACEMENT DETAILS

AutoCAD SHX Text %%uGENERAL NOTES

AutoCAD SHX Text

1. MATERIAL AND COMPACTION REQUIREMENTS FOR PIPE BEDDING/SHADING SHALL BE IN MATERIAL AND COMPACTION REQUIREMENTS FOR PIPE BEDDING/SHADING SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS FOR THE APPLICABLE UTILITY PIPE. 2. TRENCH BACKFILL SHALL COMMENCE 1 FOOT [305mm] ABOVE THE TOP OF PIPE AND TRENCH BACKFILL SHALL COMMENCE 1 FOOT [305mm] ABOVE THE TOP OF PIPE AND SHALL BE PER SECTION XXX. 3. BACKFILL COMPACTION REQUIREMENTS SHALL BE PER DIVISION 031. BACKFILL COMPACTION REQUIREMENTS SHALL BE PER DIVISION 031. 4. THE 1 FOOT [305mm] TRENCH "SHOULDER" AREAS SHALL BE DELETED FOR TYPE 2 THE 1 FOOT [305mm] TRENCH "SHOULDER" AREAS SHALL BE DELETED FOR TYPE 2 TRENCHES. 5. ABC SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION XXX. ABC SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION XXX. 6. PORTLAND CEMENT CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF PORTLAND CEMENT CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION XXX. 7. ASPHALTIC TACK MATERIAL SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF ASPHALTIC TACK MATERIAL SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION XXX. 8. ASPHALTIC CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION ASPHALTIC CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION XXX FOR THE TYPE SPECIFIED. 9. BITUMINOUS SURFACE TREATMENT (CHIP SEAL) SHALL BE IN ACCORDANCE WITH THE BITUMINOUS SURFACE TREATMENT (CHIP SEAL) SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION XXX FOR THE TYPE SPECIFIED. 10. LOAD TRANSFER DOWELS FOR JOINTS TRANSVERSE TO THE ROADWAY CENTERLINE SHALL LOAD TRANSFER DOWELS FOR JOINTS TRANSVERSE TO THE ROADWAY CENTERLINE SHALL BE SMOOTH STEEL DOWELS IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION XXX. DOWELS SHALL BE SIZED AND SPACED AS FOLLOWS: PCCP THICKNESS DOWEL SIZE DOWEL LENGTH DOWEL SPACING THICKNESS DOWEL SIZE DOWEL LENGTH DOWEL SPACING DOWEL SIZE DOWEL LENGTH DOWEL SPACING DOWEL LENGTH DOWEL SPACING DOWEL SPACING 6" [150mm] #5 [No. 16] 12" [305mm] 18" [455mm] #5 [No. 16] 12" [305mm] 18" [455mm] 12" [305mm] 18" [455mm] 18" [455mm] 7" [180mm] #6 [No. 19] 15" [380mm] 15" [380mm] #6 [No. 19] 15" [380mm] 15" [380mm] 15" [380mm] 15" [380mm] 15" [380mm] 8" [180mm] #8 [No. 19] 15" [380mm] 12" [305mm] #8 [No. 19] 15" [380mm] 12" [305mm] 15" [380mm] 12" [305mm] 12" [305mm] 10" [180mm] #10 [No. 19] 15" [380mm] 12" [305mm] #10 [No. 19] 15" [380mm] 12" [305mm] 15" [380mm] 12" [305mm] 12" [305mm] 11. DEFORMED TIE BARS SHALL BE USED IN TRENCH PATCHES LONGITUDINAL TO THE DEFORMED TIE BARS SHALL BE USED IN TRENCH PATCHES LONGITUDINAL TO THE ROADWAY CENTERLINE WHEN THE TRENCH LENGTH IS GREATER THAN 50 FEET [15240mm]. TIE BARS SHALL BE 24 INCHES [610mm] LONG. DEFORMED #4 [No. 13] BARS FOR PCCP LESS THAN 8 INCHES [205mm] THICK AND #5 [No. 16] BARS IF 8 INCHES [205mm] THICK OR MORE. TIE BARS SHALL BE PLACED 30 INCHES [760mm] CENTER-TO-CENTER. 12. HOLES SHALL BE DRILLED 1 FOOT [305mm] INTO THE EXISTING SLAB FOR TIE BARS AND HOLES SHALL BE DRILLED 1 FOOT [305mm] INTO THE EXISTING SLAB FOR TIE BARS AND 7 INCHES [180mm] FOR DOWELS. HOLES SHALL BE OF A DIAMETER SUFFICIENT TO ACCOMMODATE THE TIE BAR ANCHORAGE OR DOWEL CAP. TIE BARS SHALL BE ANCHORED WITH AN APPROVED HIGH VISCOSITY EPOXY. 13. IF THE CONCRETE SLAB REMAINING NEXT TO A LONGITUDINAL OR TRANSVERSE JOINT IS IF THE CONCRETE SLAB REMAINING NEXT TO A LONGITUDINAL OR TRANSVERSE JOINT IS LESS THAN 6 FEET [1829mm] AT ITS NARROWEST WIDTH, REMOVE AND REPLACE THE EXISTING CONCRETE TO THE JOINT.

AutoCAD SHX Text

MINIMUM DEPTH 30"-DOMESTIC WATER 60"-CHILLED WATER

AutoCAD SHX Text

PVC TAPPING SADDLE

AutoCAD SHX Text

VALVE BOX FLUSH W/GRADE W/REMOVABLE ACESS COVER

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12" BALL VALVE WITH CAP & CHAIN FOR AIR VENTING

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12" COPPER TYPE K

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PROVIDE MINIMUM 4" GRAVEL IN VALVE BOX

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DUCTILE IRON FITTINGS

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FLOW EITHER DIRECTION

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NOTE: PROVIDE AIR VENT AT THE HIGH POINT OF ALL VERTICLE OFFSETS.

AutoCAD SHX Text

DR18 PVC RJ C900 PIPE

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GRADE

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ELEVATION - PIPE OFFSET WITH HIGH POINT AIR VENT

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NTS

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PVC RESTRAINED JOINT

AutoCAD SHX Text THREADED LUG TYPE GATE VALVE SUITABLE FOR DIRECT BURY APPLICATIONS. PROVIDE WITH STEM EXTENSION TO LOCATE 2" SQUARE NUT OPERATOR 24" BELOW GRADE.

AutoCAD SHX Text

PLAN VIEW TYPICAL RESTRAINED JOINT(RJ) PVC PIPING INSTALLATION

AutoCAD SHX Text

DR 18 PVC/RJ C900 PIPE (TYP.)

AutoCAD SHX Text

DR 18 PVC/RJ C900 PIPE

AutoCAD SHX Text NOTE: ALL PIPING TOP BE DR 18 PVC C900 WITH RESTRAINED JOINTS. THRUST BLOCKS ARE NOT ALLOWED.

AutoCAD SHX Text

DUCTILE IRON FLANGE FITTINGS

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MECHANICAL JOINT RESTRAINT GLAND FOR USE WITH AWWA 900 PVC PIPE (TYP.)

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AutoCAD SHX Text

%%UPLAN VIEW

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PRESSURE MAIN

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PAVED AREAS

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NON PAVED AREAS

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16" MAIN

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51 TURNS TO

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OPEN - C CW

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DARLING CO

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NUMBER OF TURNS TO OPEN

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DIRECTION TO TURN TO OPEN

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VALVE MANUFACTURER

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YEAR VALVE INSTALLED

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FINISHED GRADE

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VARIES

AutoCAD SHX Text TWO PIECE CAST IRON VALVE BOX WITH DR 18 PVC PIPE EXTENSION IF NEEDED (C-900 DR 14 PVC PIPE IN PAVED AREAS). VALVE BOX OR PIPE SHALL NOT BEAR ON VALVE OR PRESSURE MAIN

AutoCAD SHX Text

PROVIDE A 3" DIAMETER BRASS DISC ANCHORED IN CONCRETE COLLAR

AutoCAD SHX Text 18" x 18" x 6" CONCRETE COLLAR (2) #4 BARS CONTINUOUS AND (4) #4 BARS DIAGONAL

AutoCAD SHX Text

FINISHED PAVEMENT

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PROVIDE A 3" DIAMETER BRASS DISC ANCHORED IN CONCRETE COLLAR

AutoCAD SHX Text SPECIFY LETTERING AS "IRR", "SEWER", OR "WATER", DEPENDING ON USE. THE CAP TO BE OF CAST IRON

AutoCAD SHX Text 18" x 18" x 6" CONCRETE COLLAR

AutoCAD SHX Text

(2) #4 BARS CONTINUOUS AND (4) #4 BARS DIAGONAL (2" MINIMUM COVER FOR REINFORCING STEEL)

AutoCAD SHX Text

SIZE OF MAIN OR BYPASS

AutoCAD SHX Text ALL VALVES USED IN WATER DISTRIBUTION SYSTEMS SHALL BE OF THE RESILIENT SEAT TYPE IN ACCORDANCE WITH AWWA C-509

AutoCAD SHX Text

TYPICAL VALVE SETTING DETAIL

AutoCAD SHX Text

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

AutoCAD SHX Text

RECOMMEND APPROVAL

AutoCAD SHX Text

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.

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

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AutoCAD SHX Text Building Number

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DWG. OF

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DRAWING NO.

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AutoCAD SHX Text Drawn

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AutoCAD SHX Text Department of

AutoCAD SHX Text Veterans Affairs

AutoCAD SHX Text Revision

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REQUESTER

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DETAILS

AutoCAD SHX Text 04 November 2024

AutoCAD SHX Text 659-25-510

AutoCAD SHX Text

MEP-102

AutoCAD SHX Text 3 3

AutoCAD SHX Text

JMW

Bldg. 11