Attachment 2 Drawings.pdf

JAMES H. QUILLEN VA MEDICAL CENTER

REPLACE SITE UG CHW PIPING

#621-22-108

DEPARTMENT OF VETERANS AFFAIRS

LAMONT AND VETERANS WAY,

MOUNTAIN HOME, TENNESSEE 37684

A. THE CONTRACT DRAWINGS AND PROJECT MANUAL (INDICATED BY THE SAME PROJECT NUMBER) ARE COMPLEMENTARY. THE CONTRACTOR SHALL NOTIFY THE C.O.R. OF ANY DISCREPACIES FOUND DURING BIDDING AND THROUGH CONSTRUCTION.

B. DO NOT SCALE DRAWINGS; DIMENSIONS SHALL GOVERN.

C. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND FIELD CONDITIONS PRIOR TO DEMOLITION AND CONSTRUCTION. IF PROVIDED, THE GENERAL CONTRACTOR SHALL EXAMINE EXISTING BUILDING DOCUMENTS. THE CONTRACTOR SHALL BRING ANY DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE CONTRACTING OFFICER

REPRESENTATIVE.

D. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTING ITEMS TO REMAIN DURING DEMOLITION

AND CONSTRUCTION.

E. THE CONTRACTOR SHALL MAINTAIN ACCESSIBLE EGRESS FOR THE DURATION OF THE PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL CONSTRUCTION ROUTES BEYOND THE AREAS OF WORK AND THE ROUTES MUST

BE RETURNED TO THEIR ORIGINAL CONDITION AT THE END OF THE PROJECT.

F. IF CONSTRUCTION NOISE IS ANTICIPATED, SUBMIT A WRITTEN REQUEST TO THE C.O.R. FOR THE SCHEDULED TIME OF CONSTRUCTION ACTIVITIES. THE CONTRACTING OFFICER REPRESENTATIVE RESERVES THE RIGHT TO DISCONTINUE NOISY CONSTRUCTION AT ANY TIME. NO RADIOS SHALL BE PERMITTED AT ANY TIME IN WORK AREAS ADJACENT TO OCCUPIED

SPACES.

G. PENETRATIONS THROUGH EXISTING FIRE RATED CONSTRUCTION MUST BE PROPERLY CLOSED AND FIRE SAFE’D TO ACHIEVE

THE REQUIRED FIRE RATING BY THE END OF CONSTRUCTION OPERATIONS FOR EACH DAY.

H. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE CODES AND FEDERAL AUTHORITIES, RULES AND

REGULATIONS.

I. THESE DOCUMENTS SHOW DESIGN INTENT WITH MINIMUM CONSTRUCTION REQUIREMENTS AND MINIMUM QUALITY OF WORK EXPECTED. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS, METHODS AND TECHNIQUES FOR

CONSTRUCTION AND EXPECTED QUALITY.

J. ALL MATERIALS UTILIZED ON THIS PROJECT SHALL BE NEW UNLESS OTHERWISE NOTED TO BE SALVAGED AND REFURBISHED.

MATERIAL QUALITY SHALL MEET OR EXCEED APPLICABLE INDUSTRY STANDARDS.

K. COORDINATE ALL WORK WITH ALL OTHER DISCIPLINES EXACT SIZE AND LOCATION OF ROOF, WALL AND FLOOR OPENINGS

SHALL BE VERIFIED WITH CORRESPONDING CONTRACTING TRADES PRIOR TO CONSTRUCTION.

L. ALL CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED.

M. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL EQUIPMENT INSTALLATION AND VERYING ALL REQUIRED ROUGH OPENINGS AND ROUGH-IN DIMENSIONS WITH THE EQUIPMENT MANUFACTURER AND CONTRACTING

OFFICER REPRESENTATIVE PRIOR TO CONSTRUCTION.

N. WHERE EXISTING SURFACES ARE TO BE RE-FINISHED OR ARE TO SERVE AS SUBSTRATE FOR THE ATTACHMENT OF NEW CONSTRUCTION, PREPARE EXISTING SURFACES AS NECESSARY TO RECEIVE THE NEW MATERIALS FOR A LEVEL AND

SMOOTH FINISH.

O. FIELD VERIFY SIZES AND DIMENSIONS OF ALL EXISTING UTILITIES APPARATUSES IMPACTING NEW CONSTRUCTION.

DETERMINE EXACT SIZE AND LOCATION OF PENETRATION WITHIN NEW CONSTRUCTION, TIGHTLY SEAL AND CAULK.

P. GENERAL CONTRACTOR SHALL HOST CONSTRUCTION MANAGEMENT SOFTWARE (PROCORE) FOR THE DURATION OF THE

PROJECT.

Q. UNDERGROUND FLANGED FITTINGS REQUIRE C.O.R. ACCEPTANCE AND WILL NEED TO BE NOTED ON AS-BUILTS.

R. PLAN OUTAGES TO OCCUR DURING NIGHTS AND WEEKENDS - SCHEDULE WITH C.O.R.

S. CONTRACTOR SHALL VERIFY ALL UNDERGROUND UTILITIES AND EXISTING CONDITIONS PRIOR TO COMMENCING WORK ON

THE SITE.

T. THE WORK WILL COMMENCE IN A LIMITED MANNER FOLLOWING THE PHASING PLAN ON C400 BEGINNING WITH THE WORK WITHIN BUILDING 208 AND FINISHING WITH THE WORK AT BUILDING 201. WORK SHALL AT NO TIME ENCOMPASS THE SCOPE OF

MORE THAN ONE MOT PLAN AT A TIME WITHOUT THE EXPRESS APPROVAL OF THE COR.

U. SHOULD ALTERNATE B REMAIN AS PART OF THE SCOPE OF WORK, THE WORK WILL COMMENCE IN A LIMITED MANNER FOLLOWING THE PHASING PLAN ON C400 BEGINNING WITH THE POINTS OF CONNECTION OUTSIDE BUILDING 208 AND FINISHING WITH THE WORK AT BUILDINGS 4, 119, AND 1. WORK SHALL AT NO TIME ENCOMPASS THE SCOPE OF MORE THAN

ONE MOT PLAN AT A TIME WITHOUT THE EXPRESS APPROVAL OF THE COR.

G E N E R A L N O T E S

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s

/M t H o m e

U n d e rg ro u n d P ip in g /F

F E

M t H o m e

U n d e rg ro u n d P ip in g rv t

/1

/2

:1

:5

P

M

GI000

COVER SHEET

04/08/2024 PQ NM

REPLACE SITE UG CHW PIPING 621-22-108

LAMONT ST AND VETERANS WAY, MT. HOME, TN

FINAL CONSTRUCTION

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

Approved: Owner

NTS

VICINITY MAP

SHEET INDEX

SHEET

NUMBER SHEET NAME

GENERAL

GI000 COVER SHEET

GI001 SYMBOLS, ABBREVIATIONS, AND FINISH LEGEND

GI002 WALL TYPES

GI003 OVERALL SITE PLAN

CIVIL

C100 CIVIL DETAILS

C101 CIVIL DETAILS

C200 EXISTING SITE OVERVIEW

C210 EXISTING SITE - STA 100+00 - 107+00

C211 EXISTING SITE - STA 107+00 - 114+00

C212 EXISTING SITE - STA 114+00 - 121+00

C213 EXISTING SITE - STA 121+00 - 128+00

C214 EXISTING SITE - STA 128+00 - 132+56

C230 EXISTING SITE - STA 330+00 - 305+00

C240 EXISTING SITE - STA 400+00 - 405 + 82

C300 CHW PLAN OVERVIEW

C310 CHW PLAN & PROFILE - STA 100+00 - 107+00

C311 CHW PLAN & PROFILE - STA 107+00 - 114+00

C312 CHW PLAN & PROFILE - STA 114+00 - 121+00

C313 CHW PLAN & PROFILE - STA 121+00 - 128+00

C314 CHW PLAN & PROFILE - STA 128+00 - 133+00

C315 CHW PLAN & PROFILE - BLDGS. 2, 3, & 5

C330 CHW PLAN & PROFILE - STA 300+00 - 305+00

C340 CHW PLAN & PROFILE - STA 400+00 - 405+82

C400 PHASING PLAN

C430 TEMPORARY CHW SERVICE - BUILDING 178

C500 RESTORATION OVERVIEW

C510 RESTORATION STA 100+00-107+00

C511 RESTORATION STA 107+00-114+00

C512 RESTORATION STA 114+00-121+00

C513 RESTORATION STA 121+00-128+00

C514 RESTORATION STA 128+00-132+56

C530 RESTORATION STA 300+00-305+00

C540 RESTORATION STA 400+00-405+82

C600 FLUSHING PLAN MAIN CAMPUS

C610 FLUSHING - PLAN ETSU BRANCH

C700 LAYDOWN PLAN

C800 MOT NOTES & DETAILS

C820 MOT PLAN - STA. 100+00-104+50

C821 MOT PLAN - STA. 104+50-109+75

C822 MOT PLAN - STA. 109+50-112+50

C823 MOT PLAN - STA. 112+50-114+50

C824 MOT PLAN - STA. 114+50-117+25

C825 MOT PLAN - 117+25-118+50

C826 MOT PLAN - STA. 118+50-121+00

C827 MOT PLAN - STA. 121+25-124+25

C828 MOT PLAN - STA. 124+25-127+25

C829 MOT PLAN - STA. 127+25-131+00

C830 MOT PLAN - STA. 131+00-132+50

C831 MOT PLAN - STA. 301+00-305+00

C832 MOT PLAN - STA. 400+00-403+00

C833 MOT PLAN - STA. 403+00-405+82

STRUCTURAL

S501 STRUCTURAL DETAILS

ARCHITECTURE

5-AE400 BUILDING 5 - ENLARGED FLOOR PLANS

208-AE401 BUILDING 208 - ENLARGED FLOOR PLANS

AE501 PENETRATION DETAILS - BUILDING 5

MECHANICAL

M000 MECHANICAL ABBREVIATIONS, SYMBOLS & GENERAL NOTES

2-MD100 BUILDING 2 - CHILLED WATER PIPING DEMOLITION PLAN

2-M100 BUILDING 2 - CHILLED WATER PIPING NEW WORK PLAN

3-MD100 BUILDING 3 - CHILLED WATER PIPING DEMOLITION PLAN

3-M100 BUILDING 3 - CHILLED WATER PIPING AND NEW WORK PLAN

5-MD100 BUILDING 5 - CHILLED WATER PIPING DEMOLITION PLAN

5-M100 BUILDING 5 - CHILLED WATER PIPING NEW WORK PLAN

4_119-MD100 BUILDING 4 & 119 - CHILLED WATER PIPING DEMOLITION PLAN

4_119-M100 BUILDING 4 & 119 - CHILLED WATER PIPING NEW WORK PLAN

178-MD100 BUILDING 178 - CHILLED WATER PIPING DEMOLITION PLAN

178-M100 BUILDING 178 - CHILLED WATER PIPING NEW WORK PLAN

201-MD100 BUILDING 201 - CHILLED WATER PIPING DEMOLITION PLAN

201-M100 BUILDING 201 - CHILLED WATER PIPING NEW WORK PLAN

208-MD100 BUILDING 208 - CHILLED WATER PIPING DEMOLITION PLAN

208-M100 BUILDING 208 - CHILLED WATER PIPING NEW WORK PLAN

M500 DETAILS

M501 CHW SCHEMATIC

M600 SCHEDULES & DIAGRAMS

ELECTRICAL

E001 LEGEND, SCHEDULES, AND DETAILS

E100 SITE PLAN - NEW WORK PLAN

E101 SITE PLAN - EXISTING LIGHTING AND POWER POLES

5-E100 BUILDING 5 - ELECTRICAL

178-E100 BUILDING 178 - ELECTRICAL

208-E100 BUILDING 208 - ELECTRICAL

TOTAL # OF DRAWINGS: 79

No. Revisions: Date:

ISSUE FOR BID 04/08/2024

A101

SIM

GRID HEAD

CALL OUT HEAD W/ SHEET NUMBER

PLAN NORTH

(SEE CIVIL FOR TRUE NORTH)

S Y M B O L S

A101

SIM BUILDING SECTION NUMBER W/ SHEET NUMBER

N

DOOR TAG

WALL TAGA1

2D-124

REVISION TAG

CEILING HEIGHT TAG

9' - 0"

WINDOW TAGA

MATERIAL TAGP-1

EQUIPMENT TAG - JSN NUMBERF0340

ROOM TAG WITH NAME AND NUMBER

EXPANSION JOINTEJ

ROOM NAME

1D-124

CARD READER - 44" MH

KEYPAD - 44" MH

REQUEST TO EXIT BUTTON - 44" MH

AUTO OPERATOR MOTOR - ABOVE DOOR

ELECTRIC DOOR LATCH - MOUNTED IN PANIC HARDWARE. PROVIDE

ELECTRIC TRANSFER ON HINGE SIDE OF DOOR FRAME.

ELECTRIC DOOR STRIKE - MOUNT IN DOOR FRAME

DOOR CONTACT - MOUNT TOP OF DOOR NEAR LATCH SIDE OF DOOR.

N

PS

N

FIRE ALARM CONTROL PANEL

FIRE ALARM ANNUNCIATOR PANEL

FIRE ALARM STROBE

FIRE ALARM SPEAKER/STROBE. 80" MH.

FIRE ALARM CHIME/STROBE. 80" MH.

FIRE ALARM SPEAKER/STROBE CEILING MOUNTED

SMOKE DETECTOR

DUCT DETECTOR. "R" INDICATES RETURN DUCT. "S"

INDICATES SUPPLY DUCT.

DUCT REMOTE TEST STATION

KNOX BOX

FIRE ALARM CONTROL RELAY. C- CONTROL, I-INPUT.

DOOR HOLDER

HEAT DETECTOR

FACP

FAA

F

F

F

S

H

S

R

K

AM

D

R

C

FIRE ALARM

DATA/TELEPHONE

NURSE CALL - A/V

SECURITY / ACCESS CONTROL

LIGHTING

DATA/TELEPHONE OUTLET. PROVIDE (2) CAT 6a CABLES WITHIN

CONDUIT OR OTHER APPROVED RACEWAY FROM OUTLET TO

NEAREST IT CLOSET OR CABLE TRAY. SUBSCRIPT INDICATES # OF

DATA CABLES.

NURSE CALL STATION

PS = PATIENT STATION

TS = TOILET STATION WITH PULL STRING

SW = SHOWER STATION

DS = DUTY STATION

MS = MASTER STATION

SS = STAFF STATION

NURSE CALL STATION

ZL = ZONE INDICATING DOME LIGHT FOR CORRIDOR

NURSE CALL SIGNAL

BEDSIDE TELEVISION

PA SPEAKER, CEILING MOUNTED

TV

1' x 4' LAYIN LED FIXTURE. UPPERCASE INDICATES TYPE PER THE FIXTURE SCHEDULE. LOWER CASE LETTER "a" INDICATES SWITCH ZONE.

2' x 4' LED LAYIN FIXTURE.

WALL MOUNTED FIXTURE OR SURFACE MOUNTED

FIXTURE.

WALL MOUNTED FIXTURE.

SINGLE FACE EXIT SIGN WITH DIRECTIONAL ARROWS AS INDICATED

RECESSED FIXTURE, DOWNLIGHT

3-WAY, 20 AMP, 125 VOLT TOGGLE SWITCH MOUNTED 44" AFF.

4-WAY, 20 AMP, 125 VOLT TOGGLE SWITCH MOUNTED 44" AFF.

WALL MOUNTED OCCUPANCY SENSOR WITH OVERRIDE SWITCH.

CEILING MOUNTED OCCUPANCY SENSOR, VACANCY SENSOR

20 AMP, 125 VOLT SINGLE-POLE TOGGLE SWITCH MOUNTED 44" AFF.

a - CONTROLS LIGHTS WITH "a" DESIGNATION

LIGHTING CONTROLLER

20A, 125V DIMMER SWITCH MOUNTED 42" AFF. 0-10V CONTROL.

2' x 2' LED LAYIN FIXTURE.

CEILING MOUNTED DAYLIGHT SENSOR

PHOTOCELL

A1 a a

OS

D

OS

DS

LC#

PC

BOLLARD LIGHT FIXTURE

D

EMERGENCY LIGHT FIXTURE. 90 MIN. BATTERY. PROVIDE HI

CAPACITY BATTERY WHERE REMOTE HEADS ARE REQUIRED.

DOUBLE-POLE, 20 AMP, 125 VOLT TOGGLE SWITCH MOUNTED 44" AFF.

20 AMP, 125 VOLT SINGLE-POLE TOGGLE PILOT LIGHT SWITCH

MOUNTED 44" AFF. P

A2

A3

LIGHTING CONTROLS

S

POLE LIGHT

F

F FIRE ALARM SENDING STATION. 44" AFF.

20 AMP, 125 VOLT MOTOR RATED SWITCH.

M

DOUBLE FACE EXIT SIGN WITH DIRECTIONAL ARROWS AS INDICATED

SINGLE FACE EXIT SIGN WITH TWIN EMERGENCY HEADS. 90 MIN. BATTERY

VALVE TAMPER SWITCHVS

FLOW SWITCHFS

PRESSURE SWITCHPS

CR

KP

RE

A

DL

DS

DC

CC

REQUEST TO EXIT MOTION DETECTOR - ABOVE DOORRM

CCTV CAMERA - DOME TYPE-1. MOUNTED IN CEILING. SEE CAMERA

SCHEDULE FOR CAMERA TYPE, MOUNTING HARDWARE.

MAG LOCK - MOUNT LATCH SIDE TOP OF DOOR. PROVIDE 120V POWER FOR

MAG POWER SUPPLY ABOVE DOOR. (OR LOCATION AS INDICATED).

ML

AP WIRELESS ACCESS POINT - CEILING MOUNT

POST INDICATOR VALVEPIV

NOTE: NOT ALL SYMBOLS HAVE

NECESSARILY BEEN USED IN THIS PROJECT

PENDANT FIXTURE

POWER

FLUSH FLOOR MOUNTED NEMA 5-20R DUPLEX

RECEPTACLE UNLESS NOTED OTHERWISE

FLUSH FLOOR MOUNTED NEMA 5-20R QUAD RECEPTACLE

UNLESS NOTED OTHERWISE

NEMA 5-20R DUPLEX RECEPTACLE MOUNTED 18" AFF

UNLESS NOTED OTHERWISE

SUBSCRIPT: WP - WEATHERPROOF, GF - GROUND FAULT CIRCUIT

INTERRUPTER, T - TAMPER RESISTANT

NEMA 5-20R DOUBLE DUPLEX RECEPTACLE MOUNTED 18" AFF

UNLESS NOTED OTHERWISE

NEMA 5-20R DUPLEX RECEPTACLE MOUNTED 44" AFF

UNLESS NOTED OTHERWISE

RECEPTACLE, (NEMA CONFIGURATION AS NOTED)

NEMA 5-20R DUPLEX RECEPTACLE WITH USB CHARGER MOUNTED 18" AFF

UNLESS NOTED OTHERWISE

NEMA 5-20R DUPLEX SPLIT RECEPTACLE MOUNTED 18" AFF

UNLESS NOTED OTHERWISE

NEMA 5-20R SIMPLEX RECEPTACLE MOUNTED 18" AFF

UNLESS NOTED OTHERWISE

JUNCTION BOX

POWER CONNECTION

MOTOR

NON-FUSED DISCONNECT SWITCH. SIZE SHOWN AS INDICATED OR IN THE

MOTOR SCHEDULE

FUSED DISCONNECT SWITCH. 30A/30F - 30A DISCONNECT, 30A FUSE

COMBINATION STARTER

SURFACE MOUNTED PANELBOARD.

RECESSED MOUNTED PANELBOARD

WP/GF

6-30R

J

EMERGENCY LIGHTING

SOLID FILL INDICATES FIXTURE ON LIFE SAFETY OR EMERGENCY CIRCUIT.

(WHERE GENERATOR POWER IS NOT AVAILABLE PROVIDE A UNIT BATTERY

AT 1400 LM)

DIAGONAL FILL INDICATES FIXTURE ON CRITICAL CIRCUIT.

MECHANICAL

CEILING ACCESS PANEL

SUPPLY - LINEAR DIFFUSER

SUPPLY

RETURN

EXHAUST

LOCATION

F I N I S H L E G E N D

MATERIAL BASIS OF DESIGN COLOR

PPG

TARKETT

MATCH EXISTING

MATCH EXISTING

MATCH ADJACENT WALLS (SATIN)

6" / MATCH EXISTING

DECORATIVE WOOD BASE TRIM

MATCH EXISTING

PAINT, P-1

RESILENT BASE, B-1

DECORATIVE BASE, B-2

CARPET FLOORING, CPT-1

WALL PAINT - ALL NEW GYPSUM

AT ALL NEW WALLS

BUILDING 5 PARTITIONS

FLOOR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s

/M t H o m e

U n d e rg ro u n d P ip in g /F

F E

M t H o m e

U n d e rg ro u n d P ip in g rv t

/8

/2

:2

:1

P M

GI001

SYMBOLS, ABBREVIATIONS, AND

FINISH LEGEND

04/08/2024 NM NM

REPLACE SITE UG CHW PIPING 621-22-108

LAMONT ST AND VETERANS WAY, MT. HOME, TN

FINAL CONSTRUCTION

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

Approved: Owner

A B B R E V I A T I O N S

ACT ACOUSTICAL CEILING TILE

AFF ABOVE FINISH FLOOR

ALT. ALTERNATE

ALUM ALUMINUM

APPROX. APPROXIMATE

ARCH. ARCHITECT/ ARCHITECTURAL

B.U.R. BUILT-UP ROOFING

BLDG. BUILDING

BOT. BOTTOM

C.J. CONSTRUCTION JOINT

C.O. CONTRACTING OFFICER

C.O.R. CONTRACTING OFFICER'S REPRESENTATIVE

CC CONTRACTOR FURNISHED AND INSTALLED

CLR. CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC. CONCRETE

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

CTR. CENTER

CV CONTRACTOR FURNISHED/ V.A. INSTALLED

DIA. DIAMETER

DIM. DIMENSION

DIV. DIVISION

DWGS DRAWINGS

(E) EXISTING

E.A. EACH

E.J. EXPANSION JOINT

EQ EQUAL

ETR EXISTING TO REMAIN

EX. EXAMPLE

EXP. A. EXPANSION ANCHOR

EXT. EXTERIOR

F.D. FLOOR DRAIN

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

F.O.B. FACE OF BUILDING

FTG. FOOTING

G.B. GRAB BAR

GA. GAUGE

GALV. GALVANIZED

GSF GROSS SQUARE FOOTAGE

GYP GYPSUM BOARD

H.M. HOLLOW METAL

H.S.S. HOLLOW STRUCTURAL STEEL

ICRA INFECTION CONTROL RISK ASSESSMENT

M.E.P. MECHANICAL, ELECTRICAL, PLUMBING

MAX MAXIMUM

MECH. MECHANICAL

MIN. MINIMUM

MISC. MISCELLANEOUS

MTD. MOUNTED

(N) NEW

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

O.C. ON CENTER

OPNG OPENING

OPP. OPPOSITE

P. PAINT

P.S.F. POUNDS PER SQUARE FOOT

P.S.I. POUNDS PER SQUARE INCH

PL. PLATE

PT PORCELAIN TILE

Q.T. QUARRY TILE

R.C.P. REFLECTED CEILING PLAN

R.D. ROOF DRAIN

R.O. ROUGH OPENING

RAD. RADIUS

RB RUBBER BASE

REF. REFERENCE

REINF. REINFORCING

RES RESINOUS FLOORING

SF SQUARE FOOT (FEET)

SIM. SIMILAR

SOG SLAB ON GRADE

SPEC. SPECIFICATION

SS STAINLESS STEEL

T.O.C. TOP OF CURB

T.O.P. TOP OF PAVEMENT

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

V.C.T. VINYL COMPOSITION TILE

V.I.F. VERIFY IN FIELD

VB VAPOR BARIER

VC V.A. FURNISHED/ CONTRACTOR INSTALLED

VT VINYL TILE

VV V.A. FURNISHED AND INSTALLED

W.C. WATER CLOSET

W.W.F. WELDED WIRE FABRIC

WSF WELDED SEAM SHEET FLOORING

FIELD VERIFY DEPTH OF

STRUCTURE

APPROX LINE OF CEILING

SEE REFLECTED CEILING

PLAN FOR PROPOSED

CEILING HEIGHTS

UNDERSIDE OF

STRUCTURAL DECK

MECHANICAL

PENETRATION

ROUGH OPENING

DOOR

ROUGH

OPENING

WINDOW

ROUGH

OPENING

MECHANICAL

PENETRATION

ROUGH OPENING

TOP OF SLAB

H

H

H

H

H

H J J

JJ

S

S

S

S

S

S

J J

JJ

SPAN 4 TO 6 FT:

6" STUD, 20 GA

SPAN 6 TO 10 FT:

8" STUD, 16 GA

SPANS 10 TO 16 FT:

8" STUD, 14 GA

HEADER: SECTION H-H

TYPE A

JAMB: SECTION J-J SILL: SECTION S-S

TYPE B

C-STUD

CSJ, 50 KSI

TRACK STUD

CSJ, 50 KSI

TRACK STUD,

TSB, 33 KSI

SPANS: > 4 FEET

3 5/8" STUD

20 GA

JAMB STUD

(BEYOND)

#8 SCREWS @ 6"

O.C. MAX., TYP.

#8 SCREWS @ 6"

O.C. MAX., TYP.

TYPE A

TYPE B

TYPE A

TYPE B

CLIP ANGLE

ATTACHMENT TOP

AND BOTTOM

JAMB STUD

(BEYOND)

STUD PER PARTITION

SCHEDULE

SPAN 4 TO 6 FT:

6" STUD, 20 GA

SPAN 6 TO 10 FT:

8" STUD, 16 GA

SPANS 10 TO 16 FT:

8" STUD, 14 GA

SPANS: > 4 FEET

3 5/8" STUD

20 GA

DOUBLE C-STUDS

CSJ, 50 KSI

TRACK STUD CSJ, 50 KSI

TRACK STUD,

TSB, 33 KSI

#8 SCREWS @ 6"

O.C. MAX., TYP.

#8 SCREWS @ 6"

O.C. MAX., TYP.

CLIP ANGLE ATTACHMENT

TOP AND BOTTOM

STUD PER PARTITION

SCHEDULE

JAMB STUD

(BEYOND)

#12 - 14 FASTENERS

@ 24" O.C. MIN. EA. SIDE

TRACK STUD

TSB 33 KSI

(BELOW)

STUD PER PARTITION

SCHEDULE

STUD PER PARTITION

SCHEDULE

OPENING

OPENING

TRACK STUD TSB 33 KSI

(BELOW)

#12 - 14 FASTENERS

@ 24" O.C. MIN.

CLIP ANGLE

ATTACHMENT

(BEYOND)

CLIP ANGLE

ATTACHMENT

(BEYOND)

#12 - 14 FASTENERS

@ 24" O.C. MIN.

TRACK STUD TSB 33 KSI

(BELOW)

TRACK STUD TSB 33

KSI (BELOW)

C-STUD

CSJ, 50 KSI

C-STUD

CSJ, 50 KSI

FLOOR FINISH - SEE FINISH LEGEND

3 5/8" COLD FORMED STEEL FRAMING

FULL HEIGHT 3 1/2" SOUND ATTENUATION BLANKET

(1) LAYER 5/8" GYPSUM BOARD TYPE X

SECTION AT FLOOR

SUBSTRATE [1] SUBSTRATE [2]MARK

3 1/2" BATT B1 COLD FORMED STEEL4 1/4" -

WALL THICKNESS CORE STRUCTURE

(1) 5/8 GYPSUM BOARD

INSULATION /

BATT

STUD SIZE RATING UL

3 5/8" - -

TYPE B - ONE SIDED PARTITION

SECTION AT CEILING

SLIP TRACK

- FASTEN TO EXISTING PARTITION, BULKHEAD OR CEILING

CONTINUOUS SEALANT AT TRACK

SCHEDULED BASE - MATCH EXISTING PROFILE.

CONTINUOUS COLD FORMED STEEL TRACK AND

FASTENERS @ 16" O.C. MAX

A. REFER TO GI000 FOR GENERAL NOTES.

B. REFERENCE FLOOR PLANS FOR PARTITION TYPE LOCATION.

C. COORDINATE WITH MECHANICAL, ELECTRICAL, AND PLUMBING PLANS FOR PENETRATIONS. REFER TO

SHEET AE501 FOR PENETRATION DETAIL.

D. ANCHOR GYPSUM BOARD WITH SCREWS AT 8" O.C. MAX. ON EDGES AT 12" O.C. MAX. IN FIELD PER UL 263

DESIGN NUMBERS LISTED.

E. LABEL ALL RATED PARTITIONS ABOVE CEILING WITH PLAQUE OR STENCILED SIGN READING: "(SMOKE BARRIER/ FIRE BARRIER/ SMOKE RESISTIVE) : SEAL AND PROTECT ALL OPENINGS". REFER TO PARTITION SCHEDULE ON THIS SHEET FOR RATING TYPE. SIGN SHALL BE PLACED ON BOTH SIDES OF PARTITIONS.

F. COORDINATE FRAMING WITH FIRE AND SMOKE DAMPERS AT PENETRATIONS IN RATED PARTITIONS.

G. PROVIDE CONTINUOUS FIRE RATED SEALANT AT THE PERIMETER OF ALL FIRE RATED WALLS AND

CHASES, INCLUDING THE TOP, BOTTOM, AND SIDE EDGES ON BOTH SIDES OF WALL.

H. ROUGH OPENING FRAMING CONFIGURATIONS DEPICTED BY THE FRAME OF THE WALL ROUGH OPENING DIAGRAM ARE BASED ON COLD FORMED METAL STUD FRAMED WALL PARTITIONS AND ARE CONCEPTUAL

IN NATURE - REFER TO ENLARGED DETAILS FOR FURTHER CONTEXT.

I. ALL COLD FORMED STEEL FRAMING IS 20 GAUGE OR HEAVIER.

J. PROVIDE A MINIMUM OF ONE STUD SEPARATION BETWEEN OUTLET BOXES AND OTHER PENETRATIONS

OCCURRING AT OPPOSITE FACE OF WALLS.

K. PROVIDE WALL REINFORCEMENT BETWEEN STUDS WHERE REQUIRED BY INSTALLATION OF MILLWORK

AND/OR WALL HUNG EQUIPMENT.

L. PROVIDE ADDITIONAL BRACING AS REQUIRED AT ALL WALL STUD INSTALLATIONS EXCEEDING STUD

MANUFACTURER REQUIREMENTS FOR MAXIMUM ALLOWED HEIGHT AND DEFLECTION.

M. REFER TO DIMENSION PLANS FOR AREAS THAT REQUIRE MOISTURE RESISTIVE GYPSUM BOARD

SHEATHING.

N. PROVIDE CONTINUOUS NON-HARDENING ACOUSTICAL SEALANT AT TOP, SIDES AND EDGES OF BOTH SIDES OF WALL AT ALL NON-RATED GYPSUM BOARD PARTITIONS SCHEDULED TO RECEIVE SOUND

ATTENUATION BLANKETS.

O. ALL PENETRATIONS AT NON-RATED WALLS SHALL BE SLEEVED AND PACKED AIRTIGHT WITH SAFING INSULATION AND SEALANT. ALL JOINT OF GYPSUM BOARD PANELS SHALL BE STAGGERED, TAPED, AND

SEALED. FRAMING TO 1/2" +/- CLEARANCE AT PERIMETER OF MECHANICAL DUCTWORK.

P. SOUND ATTENUATION BATTS (SAB) ARE TO BE PLACED IN ALL PARTITIONS WHICH ENCLOSE A ROOM

UNLESS NOTED OTHERWISE.

Q. WHERE WALL TYPE GRAPHICS DEPICT REINFORCED CONCRETE OR MASONRY UNIT CONSTRUCTION, REINFORCING SYMBOLS ARE OMITTED FOR CLARITY. REFER TO STRUCTURAL DRAWINGS FOR

REINFORCEMENT DESIGN.

R. UNLESS NOTED, THE CONNECTION AT THE TOP OF THE PARTITION TO THE STRUCTURE ABOVE MUST ALLOW FOR 1" MINIMUM VERTICAL MOVEMENT, EITHER UP OR DOWN. AT FIRE RATED COLD-FORMED STEEL FRAMING PARTITIONS, THE TOP CONNECTION MUST BE A FIRE STOP CONNECTION THAT ALLOWS FOR 1" MINIMUM VERTICAL MOVEMENT, EITHER UP OR DOWN. HOLD GYPSUM WALL BOARD AND STEEL STUDS 1" FROM THE BOTTOM OF THE STRUCTURE ABOVE. DO NOT SCREW-ATTACH STEEL VERTICAL STUDS OR GYPSUM WALL BOARD TO THE TOP TRACK. INSTALL BRIDGING 12" MINIMUM FROM THE TOP OF

THE STUDS.

S. PARTITION SCHEDULE IS BASED ON THE USE OF GYPSUM WALL BOARD (GWB), BUT FACING BOARD MAY VARY, DEPENDENT ON FINAL FINISH SCHEDULED FOR THAT PARTITION: USE CEMENTITOUS BACKER BOARD (CBB) WHERE CERAMIC TILE SCHEDULED IN "WET" AREAS; USE GYPSUM LATH (BLUE BOARD)

WHERE VENEER PLASTIC IS SCHEDULED. SEE FINISH SCHEDULE AND SPECIFICATIONS FOR

PARTICULARS. AT ALL PLUMBING FIXTURES INSTALL 4X8 (MR) MOISTURE RESISTANT BOARD CENTERED

ON FIXTURE.

G E N E R A L P A R T I T I O N N O T E S

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

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A u to d e s k D o c s

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WALL TYPES

04/08/2024 PQ NM

REPLACE SITE UG CHW PIPING 621-22-108

LAMONT ST AND VETERANS WAY, MT. HOME, TN

FINAL CONSTRUCTION

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

Approved: Owner

1/4" = 1'-0"

FRAME WALL ROUGH OPENING DIAGRAM

3" = 1'-0"

HEAD JAMB & SILL CONFIGURATIONS - TYPICAL

TO JCMC

(MED. CENTER)

T O

E

TS

U

SO

UT

HE

RN

R R

40 41

BRUSH

CREE

K

LA

KE

D R.

E

AS

T

LAKE DR. WEST

DOGWOOD

AVE.

F

IF

T H

S T

MAPLE

AVE.

MEMORIAL AVE.

F O U R T H

S T . T H I R D

S T

MEMORIAL AVE.

MAPLE

AVE.

MAGNOLIA

AVE.

S E C O N D

S T

FIR

ST

ST.

LAMONT

ST.

S

ID

N E Y

S T

DOGWOOD

AVE.

BROWNLOW

CI

RC

LE

LAKE

BRUSH

CREE

K

ASHE

AVE.

BRADFORD PEAR LANE

S. FIRST

ST.

PEA

CE

AVE

CEMETERY

M

AIN

T.

RD.

PEACE AVE.

S U N S E T

D R

FREEDOM RD.

CEMETERY

VI

CT

OR

Y

LN

SUNSET

DR.

FREE

DOM

RD

VICTORY LN.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s

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M

GI003

OVERALL SITE PLAN

04/08/2024 PS NM

REPLACE SITE UG CHW PIPING 621-22-108

LAMONT ST AND VETERANS WAY, MT. HOME, TN

FINAL CONSTRUCTION

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

Approved: Owner

1" = 100'-0"

SITE PLAN

No. Revisions: Date:

ISSUE FOR BID 04/08/2024

BUILDING 1 ETSU CARL JONES HALL ALTERNATE B

BUILDING 2 ADMIN BASE SCOPE

BUILDING 3 INFECTION CONTROL BASE SCOPE

BUILDING 4 ETSU MEDICAL LIBRARY ALTERNATE B

BUILDING 5 RESEARCH BASE SCOPE

BUILDING 119 ETSU MEDICAL LIBRARY ALTERNATE B

BUILDING 178 ETSU COLLEGE OF MEDICINE ALTERNATE B

BUILDING 201 CHILLER PLANT BASE SCOPE

BUILDING 208 ENERGY CENTER BASE SCOPE

BUILDINGS INCLUDED IN SCOPE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

P:

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A M

BAM

REPLACE SITE UG CHW PIPING 621-22-108

LAMONT ST AND VETERANS WAY, MT. HOME, TN

JAMES H.

QUILLEN VA

MEDICAL

CENTER Approved: Owner

No. Revisions: Date:

ISSUE FOR BID 04/08/2024

FULLY SPRINKLERED

BID DOCUMENTS

EXISTING GROUND

CONCRETE POST FOOTER

AT CORNERS AND GATES.

18" Ø MINIMUM

18" Ø CONCRETE POST FOOTER

AT CORNERS AND GATES.LINE POST, TYP.

TENSION WIRE, 7 GAUGE

W/ HOG RINGS 18" O.C.

TENSION WIRE, 7 GAUGE

W/ HOG RINGS 18" O.C.BRACE RAIL

8" Ø, SCH. 40 GALVANIZED STEEL

BRACE RAIL

8" Ø, TYP.

ADJUSTABLE TRUSS

ROD 38" Ø, TYP.

ADJUSTABLE TRUSS

ROD 38" Ø, TYP.

CORNER & END POSTS

4" Ø, SCH. 40 GALVANIZED STEEL

LINE POSTS

3" Ø, SCH. 40 GALVANIZED STEEL

4" MESH, #9 GAUGE GALVANIZED

STEEL CHAIN LINK FABRIC

TYPICAL

CONSTRUCTION FENCE

N.T.S.

NOTES:

1. THE TYPICAL DETAIL SHOWN REPRESENTS A DESIGN MINIMUM. FINAL

FENCING SHALL BE DESIGNED BY FENCING CONTRACTOR TO MAINTAIN

STRUCTURAL STABILITY UNDER 90-MPH WIND LOADS (WITHOUT ICING).

2. WINDSCREEN MESH SHALL BE SECURELY ATTACHED TO FENCING FABRIC

AROUND PERIMETER OF CONSTRUCTION SITE TO OBSCURE SITE VISUALLY

FROM GENERAL PUBLIC.

3. WINDSCREEN MESH SHALL BE OMITTED ON GATES AND ON FENCING

WITHIN 10' OF ACCESS POINTS.

4. FENCE AND GATES SHALL ELECTRICALLY BONDED TO GROUNDING ROD(S)

AND/OR SITE ELECTRIC GROUND.

KNUCKLE SELVAGE

TWIST SELVAGE

WIND SCREEN MESH,

COLOR GREEN. TYP.

CONTRACTOR

LAYDOWN AREA

TYPICAL SECTION

N.T.S.

EXISTING SUBGRADE

8" ~ #2 CRUSHED STONE

4" ~ ITEM 304, AGGREGATE BASE

EDGE OF PAVEMENT

AS SHOWN ON PLANS

EXISTING GRADE

TBX1500 GEOGRID

C100 04/08/2024

CIVIL DETAILS

.A

BAM

FINAL CONSTRUCTION

3CONCRETE SIDEWALK

N.T.S.

UTILITY TRENCH PATCH

TYPE 1

N.T.S.

CONCRETE CURB

& TERMINAL SECTION

N.T.S.

8PARKING STALL LAYOUT

N.T.S.

UTILITY TRENCH PATCH

TYPE 3

N.T.S.5

UTILITY TRENCH PATCH

TYPE 2

N.T.S.

MATCH EXISTING WIRE

AND CONDUIT SIZES 60"

EXTEND 1" RGS CONDUIT

60" OUT OF EACH SIDE

OF POLE BASE

FINISHED GRADE

7/8" NUT W/P. WASHER

VA PROVIDED/REINSTALLED

ANTIQUE LIGHTING FIXTURE 24" SQ

GROUNDING BUSHING

#6 AWG. BARE COPPER

TO GROUND CLAMP

1/4"X20" THD. CAST BASE

FOR GROUND STUD

NOTE:

SHIM AND GROUT AS REQUIRED TO

LEVEL POST ON CONCRETE BASE.

1" AFG 6" TOP SOIL FILL

6"

24"

12"

36"

2 - #4 REINFORCING

BARS EACH WAY

36" SQ

6'-0" MIN

3/4" X 10" GND ROD

SUBGRADE COMPACTION

SAND FILL

4.5"

CONCRETE

7/8" DIA. ANCHOR ROD

6/8 DIA. ANCHOR ROD

3/4" X 10" GND ROD

1-7/8" DIA. BRASS MARKER

FOR ST.LT.NO.ETC.

FUTURE CONDUIT

ROUGH IN & STUB-UP

1" RGS CONDUIT (TYP.)

CONCRETE BASE

ACCESS DOOR

ANTIQUE LAMP POST

FOUNDATION DETAILS

N.T.S.

NOTE:

VERIFY EXACT SETTING DIMENSIONS WITH

LAMP POST PROVIDED/REINSTALLED.

TYPICAL SECTION

TYPICAL PLAN VIEW WITH BOLT CENTERS

8" R

2024 APR 08

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

P:

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/20

9:

A M

BAM

REPLACE SITE UG CHW PIPING 621-22-108

LAMONT ST AND VETERANS WAY, MT. HOME, TN

JAMES H.

QUILLEN VA

MEDICAL

CENTER Approved: Owner

No. Revisions: Date:

ISSUE FOR BID 04/08/2024

FULLY SPRINKLERED

BID DOCUMENTS

C101 04/08/2024

CIVIL DETAILS

.A

BAM

FINAL CONSTRUCTION

NOTES:

1. ALL EXISTING UTILITIES UNCOVERED DURING EXCAVATION SHALL BE SUPPORTED AND

PROTECTED AT ALL TIMES UNLESS OTHERWISE NOTED ON DRAWINGS. ALL UTILITIES

DAMAGED AS A RESULT OF NEW WORK SHALL BE REPAIRED AT THE CONTRACTOR'S

EXPENSE.

2. REMOVE ALL DEMOLISHED MATERIALS AND UNUSED EXCAVATED EARTH FROM THE SITE.

3. SEE SITE PLAN FOR PIPE SIZES.

TRENCH WIDTH AT GRADE AND TRENCH

SHORING SHALL BE PROVIDED AS REQUIRED TO

BE IN ACCORDANCE WITH ALL GOVERNING

REGULATIONS AND CODES.

UNDISTURBED

EARTH

SEE SIDEWALK AND

ROADWAY SECTIONS

RESTORE ALL LAWN

AREAS WITH 6"

TOPSOIL, SEED AND

MULCH AS SPECIFIED

12"

12" MIN.

DETECTABLE

WARNING TAPE

4'-0"

MIN.

COVER

6" MIN. OVER

TOP OF PIPE

UNDISTURBED

EARTH

APPROVED

BACKFILL

BACKFILL WITH WASHED

SAND. MACHINE TAMP IN

6" LOOSE LIFTS. PROTECT

PIPE COVER DURING

TAMPING.

6" WASHED SAND

FILL BELOW PIPE

12"24"

SDR11 HDPE

CHILLED WATER

RETURN

SDR11 HDPE

CHILLED WATER

SUPPLY

#10 HMW-PE 45 MIL SOLID-COPPER

TRACER WIRE TAPED TO UTILITY EVERY

10-FT AT TWO O'CLOCK POSITION (TYP.)

DIRECT BURIED TEE

ROTATE TEE FOR VERTICAL

OFFSET (TYP.)

45° BEND FOR VERTICAL

OFFSET

PLAN

SECTION B-B

B-B

45° BEND FOR VERTICAL

OFFSET (TYP.)

ROTATE TEE FOR VERTICAL

OFFSET (TYP.)

DIRECT BURIED TEE (SEE PLAN FOR SIZE)

DIRECT BURIED PIPING (SEE PLAN FOR SIZE)

45° BENDS FOR VERTICAL

OFFSET

NEW UTILITY

FINISH GRADE

BACKFILL WITH GILSULATE

POWDERED INSULATION

5'-0"

6"

EXISTING STEAM PIPE

2'-0"

MIN.

DIRECT BURIED CHW

TEE CONNECTION

N.T.S.

DIRECT BURIED CHW

SUPPLY & RETURN

TYPICAL TRENCH

N.T.S.

EXISTING STEAM LINE

CROSSING DETAIL

N.T.S.

DROP HOOD SECURED W/

STAINLESS STEEL FASTENERS

EXTERNAL FLEXIBLE PIPE COUPLER

1.5" WIDE, 11 GAUGE, STAINLESS

STEEL PIPE BRACKETS SPACED

AT 4' O.C. [MINIMUM OF TWO (2)]

SECURED BRACKETS TO

STRUCTURE WITH STAINLESS

STEEL FASTENERS

4" SCH 40 PVC

DROP PIPE

EXISTING MANHOLE

3MANHOLE INSIDE DROP

N.T.S.

CORE DRILL EXISTING MANHOLE

FLEXIBLE WATERTIGHT JOINT IN

ACCORDANCE WITH ASTM C923

SUMP PUMP DISCHARGE LINE

HDPE ANCHOR FITTING

3000PSI CONCRETE ANCHOR BLOCK

HDPE PIPE

B-B

SECTION B-B

36"

24"

24"

SECTION A-A

A-A

6TYPICAL CHW ANCHOR

N.T.S.

NOTE:

STAINLESS STEEL NON-SEAMED INSERT STIFFNERS

SHALL BE USED FOR ALL COMPRESSION AND

PACKED JOINT FITTINGS.

1' MIN.

3'-6" MIN.

2'

MIN.

SLOPE

5MANUAL AIR RELEASE VALVE

N.T.S.

ELECTROFUSION BRANCH SADDLE

2" HIGH DENSITY POLYETHYLENE

4710, ASTM D1248 AND ASTM 2737,

SDR 11 SERVICE LINE

DRILL 1/8" DIAMETER

HOLE AT LOWEST POINT

IN SERVICE LINE

4 CUBIC FEET

#57 LIMESTONE

BALL ISOLATION VALVE

W/ COMPRESSION FITTINGS

CHW LINE

H.D. SERVICE VALVE BOX

GROUND LINE

BOLT-DOWN STYLE LID

BOLT-DOWN STYLE LID

NOTES:

1. ALL EXISTING UTILITIES UNCOVERED DURING EXCAVATION SHALL BE SUPPORTED AND

PROTECTED AT ALL TIMES UNLESS OTHERWISE NOTED ON DRAWINGS. ALL UTILITIES

DAMAGED AS A RESULT OF NEW WORK SHALL BE REPAIRED AT THE CONTRACTOR'S

EXPENSE.

2. REMOVE ALL DEMOLISHED MATERIALS AND UNUSED EXCAVATED EARTH FROM THE SITE.

3. SEE SITE PLAN FOR PIPE SIZES.

TRENCH WIDTH AT GRADE

TRENCH SHORING SHALL BE PROVIDED AS

REQUIRED TO BE IN ACCORDANCE WITH ALL

GOVERNING REGULATIONS AND CODES.

UNDISTURBED

EARTH

SEE SIDEWALK AND

ROADWAY SECTIONS

RESTORE ALL LAWN

AREAS WITH 6"

TOPSOIL, SEED AND

MULCH AS SPECIFIED

12"

12" MIN.

DETECTABLE

WARNING TAPE

4'-0"

MIN.

COVER

6" MIN. OVER

TOP OF PIPE

UNDISTURBED

EARTH

APPROVED

BACKFILL

BACKFILL WITH WASHED

SAND. MACHINE TAMP IN

6" LOOSE LIFTS. PROTECT

PIPE COVER DURING

TAMPING.

6" WASHED SAND

FILL BELOW PIPE

12"

SDR11 HDPE

SUMP PUMP

DISCHARGE

#12 HMW-PE 45 MIL SOLID-COPPER

TRACER WIRE TAPED TO UTILITY

EVERY 10-FT AT TWO O'CLOCK

POSITION (TYP.)

SUMP PUMP DISCHARGE LINE

TYPICAL TRENCH

N.T.S.

TEMPORARY CHW

PIPE CRIBBING

N.T.S.

GROOVED FITTING PIPE

CHILLED WATER SUPPLY & RETURN

WOOD CRIBBING

NOTES:

1. SEE SITE PLAN FOR PROPOSED TEMPORARY PIPE SIZES.

2. PREFABRICATED CRIBBING MATERIALS MAY BE UTILIZED.

EXISTING GROUND

NOTE:

SERVICE LINES FOR BUILDINGS 2, 3, & 5

MAY BE ROUTED OVER THE 24" MAIN LINES

TO REDUCE SERVICE LINE BURRY DEPTH.

6" CHW-R

PLAN VIEW

TEMPORARY FLUSHING LOOP

FOR BUILDINGS 3 & 5

N.T.S.

6" CHW-R

TEMPORARY 90° BENDS FOR FLUSHING.

AFTER FLUSHING, & WHEN READY TO

TRANSFER BUILDINGS TO NEW SYSTEM, CUT

BENDS & MANUALLY REMOVE ANY SHAVINGS

PRODUCED FROM CUTTING OPERATIONS.

AFTER REMOVING FLUSHING LOOP BENDS, EXTEND

CHILLED WATER LINES TO INTERIOR BUILDING

CONNECTIONS, MANUALLY CLEAN EXTENSION TO

REMOVE ANY DEBRIS, & USE ELECTROFUSION

COUPLINGS TO CONNECT CLEANED EXTENSIONS TO

PREVIOUSLY FLUSHED LINES.

TOWARDS 24" CHW MAINSTOWARDS BUILDING

R

EE

T

AS

Dogwo

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

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E xis tin g &

D em o.d wg

/3/

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BAM

REPLACE SITE UG CHW PIPING 621-22-108

LAMONT ST AND VETERANS WAY, MT. HOME, TN

JAMES H.

QUILLEN VA

MEDICAL

CENTER Approved: Owner

No. Revisions: Date:

ISSUE FOR BID 04/08/2024

FULLY SPRINKLERED

BID DOCUMENTS

C200 04/08/2024

EXISTING SITE OVERVIEW

.A

BAM

FINAL CONSTRUCTION

2024 APR 08

Maple Avenue

Memorial Avenue

Maple Avenue

Magnolia Avenue

Dogwood Avenue Dogwood Avenue

2n d

St re et

Lake Drive Bradford PearLane

2n d S tre et

La ke

D riv e

2+

100+00

101+00 102+00 103+00 104+00 105+00 106+00 107+00

8+

9+

110+00

1+

2+

3+

4+

5+

116+00

7+

118+00

119+00

0+

1+

122+00

123+00

124+00

125+00

126+00

127+00 128+00 129+00 130+00

1+

2+

5+

5+

5+

00 300+00

4+

150+00

0+

160+00

161+00161+50

170+00 171+00171+33

Lake Drive

Brownlow Circle

4T H

S

TR

EE

T

2n d

St re et

LAMONT STREET

SI

D

N

EY

S T

SUNSET DRIVE

SHE AVENUE

1ST STREET

2ND STREET

1ST STREET

Memorial Avenue od Avenue

3R D

S

TR

EE

T

STA. 114+00 - 121+00

STA. 100+00 - 107+00

STA. 107+00 - 114+00

STA. 128+00 - 132+56

STA. 300+00 - 305+00

STA. 121+00 - 128+00

STA 160+00 - 161+60 (BLDG. 003)

STA 170+00 - 171+33 (BLDG. 002)

STA 150+00 - 150+38 (BLDG. 005)

Project NumberProject TitleDrawing Title Phase

1" = 80'

GRAPHIC SCALE

80 40 0 80

SHEET C315

SHEET C312

SH

EET C

SHEET C314

SHEET C313

SHEET C310

SHEET C315

SHEET C315

SHEET C330

BP: 100+00.00 N: 739221.34 E: 3035750.82

PI: 100+89.72 N: 739136.71 E: 3035780.63

PI: 103+35.12 N: 739218.66 E: 3036011.94

PI: 104+46.12 N: 739234.61 E: 3036121.79

PI: 107+24.25 N: 739327.72 E: 3036383.86

PI: 108+42.41 N: 739216.35 E: 3036423.34

PI: 108+54.86 N: 739204.61 E: 3036427.51

PI: 108+95.02 N: 739218.03 E: 3036465.35

PI: 109+94.23 N: 739124.52 E: 3036498.50

PI: 110+20.29 N: 739113.31 E: 3036522.02

PI: 110+59.14 N: 739126.29 E: 3036558.64

PI: 111+62.22 N: 739029.13 E: 3036593.08

PI: 111+77.36 N: 739014.86 E: 3036598.14

PI: 112+15.52 N: 738980.42 E: 3036581.72

PI: 113+09.35 N: 738891.98 E: 3036613.08

PI: 113+28.43 N: 738883.77 E: 3036630.30

PI: 113+50.00 N: 738863.44 E: 3036637.51

PI: 115+04.94 N: 738717.41 E: 3036689.28

PI: 116+28.00 N: 738758.53 E: 3036805.27

PI: 116+50.00 N: 738737.79 E: 3036812.62

PI: 116+81.44 N: 738748.30 E: 3036842.25

PI: 117+50.51 N: 738683.19 E: 3036865.33

PI: 118+00.51 N: 738699.84 E: 3036912.48

PI: 118+38.70 N: 738663.84 E: 3036925.23

PI: 119+86.47 N: 738600.27 E: 3037058.63

PI: 121+68.11 N: 738418.88 E: 3037049.18

PI: 122+39.07 N: 738388.35 E: 3037113.24

PI: 124+89.25 N: 738362.92 E: 3037362.12

PI: 127+51.71 N: 738276.64 E: 3037610.00

PI: 130+23.90 N: 738388.36 E: 3037858.20

PI: 132+44.67 N: 738594.79 E: 3037936.48

EP: 132+56.16 N: 738605.64 E: 3037932.69

BP: 300+00.00 N: 739219.23 E: 3035744.72

PI: 300+77.99 N: 739145.65 E: 3035770.59

PI: 301+59.72 N: 739118.86 E: 3035693.38

PI: 302+42.48 N: 739091.77 E: 3035615.18

PI: 302+73.69 N: 739121.32 E: 3035605.12

PI: 303+87.32 N: 739084.70 E: 3035497.55

PI: 304+11.63 N: 739107.61 E: 3035489.42

PI: 304+69.42 N: 739088.40 E: 3035434.91

PI: 304+87.92 N: 739096.39 E: 3035418.24

EP: 304+99.83 N: 739107.63 E: 3035414.28

BP: 400+00.00 N: 739118.86 E: 3035693.38

PI: 401+48.44 N: 738978.61 E: 3035742.01

PI: 402+17.55 N: 738955.78 E: 3035676.78

PI: 402+50.83 N: 738925.77 E: 3035662.40

PI: 403+77.97 N: 738805.49 E: 3035703.60

PI: 404+85.28 N: 738708.72 E: 3035657.23

PI: 405+28.33 N: 738668.14 E: 3035671.60

PI: 405+44.71 N: 738653.35 E: 3035664.55

PI: 405+54.94 N: 738644.12 E: 3035660.15

PI: 405+71.86 N: 738638.47 E: 3035644.19

EP: 405+85.20 N: 738625.90 E: 3035648.65

BP: 150+00.00 N: 739216.35 E: 3036423.34

PI: 150+31.88 N: 739205.70 E: 3036393.30

EP: 150+37.84 N: 739200.08 E: 3036395.29

BP: 170+00.00 N: 738863.44 E: 3036637.51

PI: 170+49.99 N: 738846.47 E: 3036590.48

PI: 170+63.02 N: 738858.72 E: 3036586.06

PI: 171+29.85 N: 738836.21 E: 3036523.13

EP: 171+33.05 N: 738835.13 E: 3036520.12

BP: 160+00.00 N: 739029.13 E: 3036593.08

PI: 160+13.53 N: 739024.61 E: 3036580.33

PI: 160+23.53 N: 739015.18 E: 3036583.67

PI: 160+80.12 N: 738996.27 E: 3036530.34

PI: 161+06.60 N: 739007.66 E: 3036506.44

PI: 161+28.30 N: 739000.41 E: 3036485.98

EP: 161+50.00 N: 738993.16 E: 3036465.53

CHW ALIGNMENT COORDINATES

ST

A.

+0

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SH

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301+00

400+00

302+00303+00

401+00

402+00

403+00

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SD

SD

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SD

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X

X

G G

G G

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100+00

101+00 102+00 103+00

104+00

105+00 106+00 107+00

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17241724

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ST

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ST

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CHW

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CHW

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

P:

\O

H\

\08

A0 \D wg s\C

2.x x -

E xis tin g &

D em o.d wg

/3/

9:

A M

BAM

REPLACE SITE UG CHW PIPING 621-22-108

LAMONT ST AND VETERANS WAY, MT. HOME, TN

JAMES H.

QUILLEN VA

MEDICAL

CENTER Approved: Owner

No. Revisions: Date:

ISSUE FOR BID 04/08/2024

FULLY SPRINKLERED

BID DOCUMENTS

1" = 20'

GRAPHIC SCALE

20 10 0 20

C210 04/08/2024

EXISTING SITE - STA 100+00 - 107+00

.A

BAM

FINAL CONSTRUCTION

SH

EE

T C

SH

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SHEET C230

SHEET C210

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ST ST ST ST ST ST ST ST

ST ST

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ST

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CHW

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CHW

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CHW

CHW

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CHW

CHW

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ST

ST

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ST

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SD

SD

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SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

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1715 1701

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108+00

109+00 11 0+

111+00

112+00

113+00

114+00

289°STA. 107+00 - 114+00

T

C H

W C

H W

C H

W C

H W

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

P:

\O

H\

\08

A0 \D wg s\C

2.x x -

E xis tin g &

D em o.d wg

/3/

9:

A M

BAM

REPLACE SITE UG CHW PIPING 621-22-108

LAMONT ST AND VETERANS WAY, MT. HOME, TN

JAMES H.

QUILLEN VA

MEDICAL

CENTER Approved: Owner

No. Revisions: Date:

ISSUE FOR BID 04/08/2024

FULLY SPRINKLERED

BID DOCUMENTS

1" = 20'

GRAPHIC SCALE

20 10 0 20

C211 04/08/2024

EXISTING SITE - STA 107+00 - 114+00

.A

BAM

FINAL CONSTRUCTION

SHEET C211

SHEET C210

SH

EE

T

C

SH

EE

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SHEET C212

SHEET C211

SHEET C

SHEET C

T

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ST

ST

ST

ST

ST

ST

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ST

ST

ST

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ST

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SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

113+00

114+00

115+00

6+

117+00 11 8+

119+00

120+00

121+00

1685 16

334°STA. 114+00 - 121+00

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

P:

\O

H\

\08

A0 \D wg s\C

2.x x -

E xis tin g &

D em o.d wg

/3/

9:

A M

BAM

REPLACE SITE UG CHW PIPING 621-22-108

LAMONT ST AND VETERANS WAY, MT. HOME, TN

JAMES H.

QUILLEN VA

MEDICAL

CENTER Approved: Owner

No. Revisions: Date:

ISSUE FOR BID 04/08/2024

FULLY SPRINKLERED

BID DOCUMENTS

1" = 20'

GRAPHIC SCALE

20 10 0 20

C212 04/08/2024

EXISTING SITE - STA 114+00 - 121+00

.A

BAM

FINAL CONSTRUCTION

SHEET C

SHEET C

SHEET C212

SHEET C211

SHEET C212

SHEET C213

X

X

E E

E

E

E

E E

E

E

W

W

W

W

W

W W

W

W

W

W

W

W

W

W

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W

W

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W

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W

W

W

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CHW

CHW

CHW

CHW CHW

CHW

CHW

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CHW

CHW

CHW CHW

CHW

CHW

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SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

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Bradford Pear Lane Bradford Pear

Lane

E

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E

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SD

SD

SD

1+

122+00

123+00 124+00

125+00

126+00

127+00

128+00

82 16

356°

STA. 121+00 - 128+00

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

P:

\O

H\

\08

A0 \D wg s\C

2.x x -

E xis tin g &

D em o.d wg

/3/

9:

A M

BAM

REPLACE SITE UG CHW PIPING 621-22-108

LAMONT ST AND VETERANS WAY, MT. HOME, TN

JAMES H.

QUILLEN VA

MEDICAL

CENTER Approved: Owner

No. Revisions: Date:

ISSUE FOR BID 04/08/2024

FULLY SPRINKLERED

BID DOCUMENTS

1" = 20'

GRAPHIC SCALE

20 10 0 20

C213 04/08/2024

EXISTING SITE - STA 121+00 - 128+00

.A

BAM

FINAL CONSTRUCTION

SH

EE

T C2

SH

EE

T

C2

SHEET C213

SHEET C214

SHEET C214

SHEET C213

X

X

X

X

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CHW

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CHW

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CHW

CHW

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CHW

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CHW

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CHW

CHW

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G G

G G

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G G

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SD

SD

SD

SD

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SD

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SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

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SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

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SD

SD

SD

SD

SD

SD

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SD

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W W

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E

E

E

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T T

T T

T T T T T

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2+

128+00

129+00

130+00

131+00

132+00

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

P:

\O

H\

\08

A0 \D wg s\C

2.x x -

E xis tin g &

D em o.d wg

/3/

9:

A M

BAM

REPLACE SITE UG CHW PIPING 621-22-108

LAMONT ST AND VETERANS WAY, MT. HOME, TN

JAMES H.

QUILLEN VA

MEDICAL

CENTER Approved: Owner

No. Revisions: Date:

ISSUE FOR BID 04/08/2024

FULLY SPRINKLERED

BID DOCUMENTS

1" = 20'

GRAPHIC SCALE

20 10 0 20

C214 04/08/2024

EXISTING SITE - STA 128+00 - 132+56

.A

BAM

FINAL CONSTRUCTION

SHEET C214

SHEET C213

SH

EE

T C2

SH

EE

T

C2

E E

E E

E

E E

E E

E

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ST

ST

ST

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ST

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W

W

W

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U

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ST

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ST

ST ST ST

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ST

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G

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CA

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CHW

CHW

CHW

CHW

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CHW

CHW

CHW

CHW

C H

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C H

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ST

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ST

ST

C H

W C

H W

C H

W C

H W

C H

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C H

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C H

W C

H W

C H

W C

H W

C H

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ST

ST

ST

ST

ST

ST

E E E E E E E E E E E E E E E E E E E

E

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SD SD SD SD SD SD SD SD SD SD SD SD SD SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD SD SD

T T T

T T T T T T T T T T T T T T T T

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T T

T T

T T

T T

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Memorial Avenue

X

X

17291729

100+00

101+0040 0+

5+

300+00

301+00302+00

303+00

4+

W W

W W

W W

ST

ST

ST

ST

E E

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SD

SD

SD

19°

STA. 300+00 - 305+00

T T T T

T T

T T

T T

T T

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SD

SD

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W E

E

T T

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T

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T T T T T T T T

ST

ST

ST

ST

ST

ST

E

E

E

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

P:

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H\

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A0 \D wg s\C

2.x x -

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9:

A M

BAM

REPLACE SITE UG CHW PIPING 621-22-108

LAMONT ST AND VETERANS WAY, MT. HOME, TN

JAMES H.

QUILLEN VA

MEDICAL

CENTER Approved: Owner

No. Revisions: Date:

ISSUE FOR BID 04/08/2024

FULLY SPRINKLERED

BID DOCUMENTS

1" = 20'

GRAPHIC SCALE

20 10 0 20

C230 04/08/2024

EXISTING SITE - STA 300+00 - 305+00

.A

BAM

FINAL CONSTRUCTION

SHEET C230

SHEET C240

SH

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T C

SH

EE

T C

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E

E

E

E

E

E

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E

E

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GGGG

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C H

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H W

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CHW

C

H W

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CHW CHW CHW CHW CHW CHW

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17261725

405+85

400+00401+00

2+

403+00

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2+

TTTTTTTTT

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T T

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4TH STREET

109°

STA. 400+00 - 405+85 SD

SD

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E E

E

E

E E E E E E E E E

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W

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

P:

\O

H\

\08

A0 \D wg s\C

2.x x -

E xis tin g &

D em o.d wg

/3/

9:

A M

BAM

REPLACE SITE UG CHW PIPING 621-22-108

LAMONT ST AND VETERANS WAY, MT. HOME, TN

JAMES H.

QUILLEN VA

MEDICAL

CENTER Approved: Owner

No. Revisions: Date:

ISSUE FOR BID 04/08/2024

FULLY SPRINKLERED

BID DOCUMENTS

1" = 20'

GRAPHIC SCALE

20 10 0 20

C240 04/08/2024

EXISTING SITE - STA 400+00 - 405+82

.A

BAM

FINAL CONSTRUCTION

SH

EE

T C

SH

EE

T C

Maple Avenue

Memorial Avenue

Maple Avenue

Magnolia Avenue

Dogwood Avenue Dogwood Avenue

2n d

St re et

Lake Drive Bradford PearLane

2n d S tre et

La ke

D riv e

2+

100+00

101+00 102+00 103+00 104+00 105+00 106+00 107+00

8+

9+

110+00

1+

2+

3+

4+

5+

116+00

7+

118+00

119+00

0+

1+

122+00

123+00

124+00

125+00

126+00

127+00 128+00 129+00 130+00

1+

2+

5+

5+

5+

00 300+00

4+

150+00

0+

160+00

161+00161+50

170+00 171+00171+33

Lake Drive

Brownlow Circle

4T H

S

TR

EE

T

2n d

St re et

LAMONT STREET

SI

D

N

EY

S

TR

EE

T

SUNSET DRIVE

ASHE AVENUE

1ST STREET

2ND STREET

1ST STREET

Memorial Avenue

Dogwood Avenue

3R D

S

TR

EE

T

STA. 114+00 - 121+00

STA. 100+00 - 107+00

STA. 107+00 - 114+00

STA. 128+00 - 132+56

STA. 300+00 - 305+00

STA. 121+00 - 128+00

STA 160+00 - 161+60 (BLDG. 003)

STA 170+00 - 171+33 (BLDG. 002)

STA 150+00 - 150+38 (BLDG. 005)

ETSU BRINKLEY CENTER BRANCH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

P:

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H\

\08

A0 \D wg s\C

3.x x -

C

HW

P lan

P ro file

.dw g

4/3 /20

1:

P

M

BAM

REPLACE SITE UG CHW PIPING 621-22-108

LAMONT ST AND VETERANS WAY, MT. HOME, TN

JAMES H.

QUILLEN VA

MEDICAL

CENTER Approved: Owner

No. Revisions: Date:

ISSUE FOR BID 04/08/2024

FULLY SPRINKLERED

BID DOCUMENTS

1" = 80'

GRAPHIC SCALE

80 40 0 80

C300 04/08/2024

CHW PLAN OVERVIEW

.A

BAM

FINAL CONSTRUCTION

SHEET C315

SHEET C312

SH

EET C

SHEET C314

SHEET C313

SHEET C310

SHEET C315

SHEET C315

SHEET C330

SHEET C314 (INSERT)

LAYDOWN AREA

SHEET C700

BP: 100+00.00 N: 739221.34 E: 3035750.82

PI: 100+89.72 N: 739136.71 E: 3035780.63

PI: 103+35.12 N: 739218.66 E: 3036011.94

PI: 104+46.12 N: 739234.61 E: 3036121.79

PI: 107+24.25 N: 739327.72 E: 3036383.86

PI: 108+42.41 N: 739216.35 E: 3036423.34

PI: 108+54.86 N: 739204.61 E: 3036427.51

PI: 108+95.02 N: 739218.03 E: 3036465.35

PI: 109+94.23 N: 739124.52 E: 3036498.50

PI: 110+20.29 N: 739113.31 E: 3036522.02

PI: 110+59.14 N: 739126.29 E: 3036558.64

PI: 111+62.22 N: 739029.13 E: 3036593.08

PI: 111+77.36 N: 739014.86 E: 3036598.14

PI: 112+15.52 N: 738980.42 E: 3036581.72

PI: 113+09.35 N: 738891.98 E: 3036613.08

PI: 113+28.43 N: 738883.77 E: 3036630.30

PI: 113+50.00 N: 738863.44 E: 3036637.51

PI: 115+04.94 N: 738717.41 E: 3036689.28

PI: 116+28.00 N: 738758.53 E: 3036805.27

PI: 116+50.00 N: 738737.79 E: 3036812.62

PI: 116+81.44 N: 738748.30 E: 3036842.25

PI: 117+50.51 N: 738683.19 E: 3036865.33

PI: 118+00.51 N: 738699.84 E: 3036912.48

PI: 118+38.70 N: 738663.84 E: 3036925.23

PI: 119+86.47 N: 738600.27 E: 3037058.63

PI: 121+68.11 N: 738418.88 E: 3037049.18

PI: 122+39.07 N: 738388.35 E: 3037113.24

PI: 124+89.25 N: 738362.92 E: 3037362.12

PI: 127+51.71 N: 738276.64 E: 3037610.00

PI: 130+23.90 N: 738388.36 E: 3037858.20

PI: 132+44.67 N: 738594.79 E: 3037936.48

EP: 132+56.16 N: 738605.64 E: 3037932.69

BP: 300+00.00 N: 739219.23 E: 3035744.72

PI: 300+77.99 N: 739145.65 E: 3035770.59

PI: 301+59.72 N: 739118.86 E: 3035693.38

PI: 302+42.48 N: 739091.77 E: 3035615.18

PI: 302+73.69 N: 739121.32 E: 3035605.12

PI: 303+87.32 N: 739084.70 E: 3035497.55

PI: 304+11.63 N: 739107.61 E: 3035489.42

PI: 304+69.42 N: 739088.40 E: 3035434.91

PI: 304+87.92 N: 739096.39 E: 3035418.24

EP: 304+99.83 N: 739107.63 E: 3035414.28

BP: 400+00.00 N: 739118.86 E: 3035693.38

PI: 401+48.44 N: 738978.61 E: 3035742.01

PI: 402+17.55 N: 738955.78 E: 3035676.78

PI: 402+50.83 N: 738925.77 E: 3035662.40

PI: 403+77.97 N: 738805.49 E: 3035703.60

PI: 404+85.28 N: 738708.72 E: 3035657.23

PI: 405+28.33 N: 738668.14 E: 3035671.60

PI: 405+44.71 N: 738653.35 E: 3035664.55

PI: 405+54.94 N: 738644.12 E: 3035660.15

PI: 405+71.86 N: 738638.47 E: 3035644.19

EP: 405+85.20 N: 738625.90 E: 3035648.65

BP: 150+00.00 N: 739216.35 E: 3036423.34

PI: 150+31.88 N: 739205.70 E: 3036393.30

EP: 150+37.84 N: 739200.08 E: 3036395.29

BP: 170+00.00 N: 738863.44 E: 3036637.51

PI: 170+49.99 N: 738846.47 E: 3036590.48

PI: 170+63.02 N: 738858.72 E: 3036586.06

PI: 171+29.85 N: 738836.21 E: 3036523.13

EP: 171+33.05 N: 738835.13 E: 3036520.12

BP: 160+00.00 N: 739029.13 E: 3036593.08

PI: 160+13.53 N: 739024.61 E: 3036580.33

PI: 160+23.53 N: 739015.18 E: 3036583.67

PI: 160+80.12 N: 738996.27 E: 3036530.34

PI: 161+06.60 N: 739007.66 E: 3036506.44

PI: 161+28.30 N: 739000.41 E: 3036485.98

EP: 161+50.00 N: 738993.16 E: 3036465.53

CHW ALIGNMENT COORDINATES

2024 APR 08

ST

A.

+0

- 4

+8

SH

EE

T C

301+00

400+00

302+00303+00

401+00

402+00

403+00

404+00

1 08/20/2025UPDATED PER ADDENDUM 1

PROPOSED 24" HDPE CHW CENTERLINE PROFILE

EXISTING GRADE

1. HDPE CHILLED WATER SUPPLY & RETURN. SEE TYPICAL DETAILS, SHEET C101.

2. HDPE CHILLED WATER SERVICE TEE, SEE TYPICAL DETAIL, SHEET C101.

3. HDPE CHILLED WATER BUILDING CONNECTION, REFER TO RESPECTIVE BUILDING'S

MECHANICAL PLANS FOR CONTINUATION. (MD100 & M100)

4. TEMPORARY EXTERIOR FLUSHING LOOP LOCATION. FINAL BUILDING CONNECTIONS TO

BE MADE AFTER NEW CHILLED WATER SYSTEM HAS BEEN FLUSHED AND IS READY TO

SUPPORT BUILDING LOAD. SEE DETAIL, SHEET C101.

5. UTILITY TRACER WIRE ACCESS BOX LOCATION. PROVIDE ACCESS BOX WITH DUCTILE

IRON LID MARKED 'WATER'. PROVIDE A MINIMUM OF 2-FT SLACK WIRE INSIDE BOX.

6. VALVE VAULT, REFER TO S501 & M600.

7. SUMP PUMP DISCHARGE, 2" IPS SDR11 PE4710 HDPE. SEE TYPICAL, SHEET C101.

8. CORE DRILL EXISTING SANITARY MANHOLE FOR SUMP PUMP DISCHARGE & PROVIDE

INSIDE DROP. SEE TYPICAL DETAIL, SHEET C101.

9. MANUAL AIR RELEASE VALVES, SEE TYPICAL DETAIL, SHEET C101.

10. CHILLED WATER ANCHOR, SEE TYPICAL DETAIL, SHEET C101.

11. STEAM LINE CROSSING, TYPICAL, SEE DETAIL, SHEET C101.

12. CUT & CAP THE EXISTING CHW LINES AS-NEEDED TO ALLOW FOR CONSTRUCTION OF

NEW CHW LINES, ABANDON THE REMAINDER IN-PLACE. CUTTING & REMOVAL OF

EXISTING LINES SHALL ONLY OCCUR AFTER TRANSFER OF…