Attachment 9 - Drawings 679-21-102_Part3.pdf

N O

R T

H

20FT 5 00

SCALE: 1" = 10’

10 10

C-211

C

H

8"

H

L

8"x8"x4"

G

4"

4"

4"

A

A

8"

8"

L

L

A

L

M

G

J

PARTIAL ENLARGED PLAN

WATER LINE LAYOUT

PARTIAL ENLARGED PLAN

WATER LINE LAYOUT

1 1/2"

W

W

W

W

W

W

W

W

W

W

W

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W

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UGE

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E

UGE

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SD

S D

FW

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FW

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FW

FW

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T

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Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg. of

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS: PROJECT MANAGER

/1

/2

:2 :5

A

M

SHEET NOTES:

# KEY NOTES:

Date Checked Drawn

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs # ' COPYRIGHT Apogee Consulting Group, P.A.

F il e P a th

BCLC BCLC

224000

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

SHEET LAYOUT

1009 Bayou Place

Alexandria, LA 71303

Surveyors

Tel. (318) 445-6571 Fax. (318) 448-0257

EngineersArchitects

TUSCALOOSA, AL, 35404

3701 LOOP ROAD

TUSCALOOSA VA MEDICAL CENTER

CORRECT FAILING SANITARY

SEWER, WATER MAIN, AND

FIRE PROTECTION DEFICIENCIES

679-21-102

Ballard Project Number

N/A

33A142

13960

DEC. 29, 2023

WATER LINE LEGEND:

A

B

C

D

E

F

G

H

J

K

L

M

LEGEND:

W

W

FW

W

N

O

P

R

U.S. Department of Veterans Affairs

LI

EN

DESCA

L A A M

A B

J A

M

E S

BR YAN

BU

T L

E R

E

NGINE

RE

PROFESSIONAL

NO. 28875

8" C900 WATER LINE

6" C900 WATER LINE

4" C900 WATER LINE

3" PE WATER LINE

2" PE WATER LINE

1" PE WATER LINE

WATER LINE BY JACK & BORE

APPROVAL BY LOCAL VA

GATE VALVES W/ BOX & PAD

NEW WATER METER & BOX

BACKFLOW PREVENTER

M.J. FITTING (TEES, BENDS & REDUCERS)

TAPPING SLEEVE & VALVE (HOT TAP)

SERVICE SADDLE & CORP STOP

SAMPLING STATION

AIR RELEASE ASSEMBLY

CUT & CAP EXIST. SERVICE LINE

CONNECT W/ COMPRESSION TYPE FITTING

CONTRACTOR SHALL SAWCUT EXISTING

CONCRETE SIDEWALK / PAVEMENT, REMOVE

& RECONSRUCT NEW SIDEWALK OR PAVEMENT

AFTER NEW WATER LINES ARE INSTALLED

(MATCH EXISTING SIDEWALK OR PAVEMENT

WIDTH, DEPTH & ELEVATIONS.

CONTRACTOR SHALL SAWCUT OR BORE

EXISTING ROADWAY OR PAVMENT AS DIRECTED

IN THE PLANS.

SAWCUT ALL CONCRETE CURBS CROSSED WITH

OPEN CUT , REMOVE AND RECONSTRUCT.

REMOVE & RE-INSTALL CHAIN LINK FENCE.

OPEN CUT EXISTING AGGREGATE SURFACE &

RESTORE TO ORIGINAL CONDITION.

OPEN CUT EXISTING LANDSCAPED AND

PLAYGROUND AREAS AND RESTORE TO

ORIGINAL CONDITION.

REMOVE EXISTING TREE, REPLACE TREE WITH

NEW TREE. (MATCH SIZE & TYPE)

CONTRACTOR SHALL SAWCUT ASPHALT

PAVEMENT, REMOVE & RESTORE AFTER NEW

WATER LINE INSTALLATION. (MATCH WIDTH,

DEPTH & ELEVATIONS.

FUTURE U.G. STEAM LINE PROJECT

FUTURE U.G. EHRM PROJECT

FUTURE ELECTRICAL PROJECT

NOTE:

NOT ALL NOTES USED ON EACH SHEET.

CONTRACTOR SHALL COORDINATE ALL

WORK WITH THE VA HOSPITAL ENGINEERING

OFFICE.

ALL ASPHALT ROADWAYS AND PARKING AREAS

SHALL BE OPEN CUT OR JACK AND BORED.

COORDINATE WITH CONSTRUCTION PLANS.

ALL BORING SHALL BE APPROVED BY LOCAL

VA.

ALL CONCRETE SIDEWALKS, ROADWAYS, OR

PARKING LOTS SURFACES THAT ARE OPEN

CUT SHALL BE RESTORED TO ORIGINAL

CONDITIONS.

1.

2.

3.

SURVEY CONTROL POINT

EXISTING BUILDINGS

NEW WATER SAMPLING STATION

NEW AIR RELEASE ASSEMBLY

NEW RPZ & ENCLOSURE

NEW M.J. FITTINGS

NEW WATER METER & BOX

NEW WATER VALVE

NEW WATER LINE BY JACK & BORE

NEW WATER LINE

EXISTING FIRE HYDRANT

EXISTING FIRE LINE

EXISTING WATER LINE

12-29-2023

R T

H

20FT 5 00

SCALE: 1" = 10’

10 10

C-212

A

C

M

A

8"x8"x4"

8" L

L

8"

A

4"

H

H 8"

4"x3"R

3"

K

1"

L

D

4"

H

8"x8"x8"

8"x4"

L

L

8"

H

L L

4"

A

C

A

G

L 4"

4"

J

J

PARTIAL ENLARGED PLAN

WATER LINE LAYOUT

PARTIAL ENLARGED PLAN

WATER LINE LAYOUT

1 1/2"

3/4"

W

W

W

W

X

X

X

X

X

X

X X

X

X

X

X

X

X

UGE

UGE

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S S

S S

S S

S S

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SD

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SD

SD

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X

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UGE

UGE

UGE

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E

U G

E

U G

E

U G

E

U G

E

U G

E U G

E

T

W

W

W

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg. of

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS: PROJECT MANAGER

/1

/2

:2 :5

A

M

SHEET NOTES:

# KEY NOTES:

Date Checked Drawn

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs # ' COPYRIGHT Apogee Consulting Group, P.A.

F il e P a th

BCLC BCLC

224000

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

SHEET LAYOUT

1009 Bayou Place

Alexandria, LA 71303

Surveyors

Tel. (318) 445-6571 Fax. (318) 448-0257

EngineersArchitects

TUSCALOOSA, AL, 35404

3701 LOOP ROAD

TUSCALOOSA VA MEDICAL CENTER

CORRECT FAILING SANITARY

SEWER, WATER MAIN, AND

FIRE PROTECTION DEFICIENCIES

679-21-102

Ballard Project Number

N/A

33A142

13960

DEC. 29, 2023

WATER LINE LEGEND:

A

B

C

D

E

F

G

H

J

K

L

M

LEGEND:

W

W

FW

W

N

O

P

R

U.S. Department of Veterans Affairs

LI

EN

DESCA

L A A M

A B

J A

M

E S

BR YAN

BU

T L

E R

E

NGINE

RE

PROFESSIONAL

NO. 28875

8" C900 WATER LINE

6" C900 WATER LINE

4" C900 WATER LINE

3" PE WATER LINE

2" PE WATER LINE

1" PE WATER LINE

WATER LINE BY JACK & BORE

APPROVAL BY LOCAL VA

GATE VALVES W/ BOX & PAD

NEW WATER METER & BOX

BACKFLOW PREVENTER

M.J. FITTING (TEES, BENDS & REDUCERS)

TAPPING SLEEVE & VALVE (HOT TAP)

SERVICE SADDLE & CORP STOP

SAMPLING STATION

AIR RELEASE ASSEMBLY

CUT & CAP EXIST. SERVICE LINE

CONNECT W/ COMPRESSION TYPE FITTING

CONTRACTOR SHALL SAWCUT EXISTING

CONCRETE SIDEWALK / PAVEMENT, REMOVE

& RECONSRUCT NEW SIDEWALK OR PAVEMENT

AFTER NEW WATER LINES ARE INSTALLED

(MATCH EXISTING SIDEWALK OR PAVEMENT

WIDTH, DEPTH & ELEVATIONS.

CONTRACTOR SHALL SAWCUT OR BORE

EXISTING ROADWAY OR PAVMENT AS DIRECTED

IN THE PLANS.

SAWCUT ALL CONCRETE CURBS CROSSED WITH

OPEN CUT , REMOVE AND RECONSTRUCT.

REMOVE & RE-INSTALL CHAIN LINK FENCE.

OPEN CUT EXISTING AGGREGATE SURFACE &

RESTORE TO ORIGINAL CONDITION.

OPEN CUT EXISTING LANDSCAPED AND

PLAYGROUND AREAS AND RESTORE TO

ORIGINAL CONDITION.

REMOVE EXISTING TREE, REPLACE TREE WITH

NEW TREE. (MATCH SIZE & TYPE)

CONTRACTOR SHALL SAWCUT ASPHALT

PAVEMENT, REMOVE & RESTORE AFTER NEW

WATER LINE INSTALLATION. (MATCH WIDTH,

DEPTH & ELEVATIONS.

FUTURE U.G. STEAM LINE PROJECT

FUTURE U.G. EHRM PROJECT

NOTE:

NOT ALL NOTES USED ON EACH SHEET.

CONTRACTOR SHALL COORDINATE ALL

WORK WITH THE VA HOSPITAL ENGINEERING

OFFICE.

ALL ASPHALT ROADWAYS AND PARKING AREAS

SHALL BE OPEN CUT OR JACK AND BORED.

COORDINATE WITH CONSTRUCTION PLANS.

ALL BORING SHALL BE APPROVED BY LOCAL

VA.

ALL CONCRETE SIDEWALKS, ROADWAYS, OR

PARKING LOTS SURFACES THAT ARE OPEN

CUT SHALL BE RESTORED TO ORIGINAL

EXISTING BUILDINGS

NEW WATER SAMPLING STATION

NEW AIR RELEASE ASSEMBLY

NEW RPZ & ENCLOSURE

NEW M.J. FITTINGS

NEW WATER METER & BOX

NEW WATER VALVE

NEW WATER LINE BY JACK & BORE

NEW WATER LINE

EXISTING FIRE HYDRANT

EXISTING FIRE LINE

R T

H

20FT 5 00

SCALE: 1" = 10’

10 10

C-213

PARTIAL ENLARGED PLAN

WATER LINE LAYOUT

PARTIAL ENLARGED PLAN

WATER LINE LAYOUT

L 8"

H

8"

A

D

H

8" H

4"

L

8"x4"L

4"x3"

L

8"x8"x8"

H 8"

G

GGG

A

R 1"

L

J

8"x1"

1"

F

K 1"

J

L

K 1"

R

E

G

R

L 2"

J

N

8"x2"

A

G G

E

L 8"

A

R

L

E

L

8"

A A

2"

2"

H

SS

N

8"x2"

SS

H 2"

J

2"

2"

2"

2"

N

8"x2"

SS

H 2"

H

SS

1"

N

5/8"

5/8"

5/8"

5/8"

WWW

W

W

WWWWWWW

W

W

W

W W

W

CO

G G

G G G G G G G G

GGGGGG

G

G G

G

GG

G

STM STM

S T

M

STM STM STM STM

STM

STM

UGE

U G

E

U G

E

U G

E

U G

E

U G

E

U G

E

UGE

FW

FW

FW

FW

FW

FW

FW FW FW

FW FW

FW

UGEUGEUGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

SS

SS

SS

FW

FW

F

W FW

W

W

W

W W W W W

W

W

W

W W W W W

W

S D

S D

SD

W

WWW

W

WW

W

WWWW

CO

G G G G G G G

G G

G

GGG

G

G

G G

G

GG

G

GG

STM STM STM

STM

UGE

UGE

STM

STM

S T

M

S T

M

S T

M

STM

STM STM

FW

FW

FW

FW

FW FW

F W

AC AC

W W W

W

W W W W W W W W W W

W

W W W

W

W

W

SD

SD

SD

S D

S D

SD SDSD SD

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg. of

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS: PROJECT MANAGER

/1

/2

:2 :5

A

M

SHEET NOTES:

# KEY NOTES:

Date Checked Drawn

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs # ' COPYRIGHT Apogee Consulting Group, P.A.

F il e P a th

BCLC BCLC

224000

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

SHEET LAYOUT

1009 Bayou Place

Alexandria, LA 71303

Surveyors

Tel. (318) 445-6571 Fax. (318) 448-0257

EngineersArchitects

TUSCALOOSA, AL, 35404

3701 LOOP ROAD

TUSCALOOSA VA MEDICAL CENTER

CORRECT FAILING SANITARY

SEWER, WATER MAIN, AND

FIRE PROTECTION DEFICIENCIES

679-21-102

Ballard Project Number

N/A

33A142

13960

DEC. 29, 2023

WATER LINE LEGEND:

A

B

C

D

E

F

G

H

J

K

L

M

LEGEND:

W

W

FW

W

N

O

P

R

U.S. Department of Veterans Affairs

LI

EN

DESCA

L A A M

A B

J A

M

E S

BR YAN

BU

T L

E R

E

NGINE

RE

PROFESSIONAL

NO. 28875

8" C900 WATER LINE

6" C900 WATER LINE

4" C900 WATER LINE

3" PE WATER LINE

2" PE WATER LINE

1" PE WATER LINE

WATER LINE BY JACK & BORE

APPROVAL BY LOCAL VA

GATE VALVES W/ BOX & PAD

NEW WATER METER & BOX

BACKFLOW PREVENTER

M.J. FITTING (TEES, BENDS & REDUCERS)

TAPPING SLEEVE & VALVE (HOT TAP)

SERVICE SADDLE & CORP STOP

SAMPLING STATION

AIR RELEASE ASSEMBLY

CUT & CAP EXIST. SERVICE LINE

CONNECT W/ COMPRESSION TYPE FITTING

CONTRACTOR SHALL SAWCUT EXISTING

CONCRETE SIDEWALK / PAVEMENT, REMOVE

& RECONSRUCT NEW SIDEWALK OR PAVEMENT

AFTER NEW WATER LINES ARE INSTALLED

(MATCH EXISTING SIDEWALK OR PAVEMENT

WIDTH, DEPTH & ELEVATIONS.

CONTRACTOR SHALL SAWCUT OR BORE

EXISTING ROADWAY OR PAVMENT AS DIRECTED

IN THE PLANS.

SAWCUT ALL CONCRETE CURBS CROSSED WITH

OPEN CUT , REMOVE AND RECONSTRUCT.

REMOVE & RE-INSTALL CHAIN LINK FENCE.

OPEN CUT EXISTING AGGREGATE SURFACE &

RESTORE TO ORIGINAL CONDITION.

OPEN CUT EXISTING LANDSCAPED AND

PLAYGROUND AREAS AND RESTORE TO

ORIGINAL CONDITION.

REMOVE EXISTING TREE, REPLACE TREE WITH

NEW TREE. (MATCH SIZE & TYPE)

CONTRACTOR SHALL SAWCUT ASPHALT

PAVEMENT, REMOVE & RESTORE AFTER NEW

WATER LINE INSTALLATION. (MATCH WIDTH,

DEPTH & ELEVATIONS.

FUTURE U.G. STEAM LINE PROJECT

FUTURE U.G. EHRM PROJECT

NOTE:

NOT ALL NOTES USED ON EACH SHEET.

CONTRACTOR SHALL COORDINATE ALL

WORK WITH THE VA HOSPITAL ENGINEERING

OFFICE.

ALL ASPHALT ROADWAYS AND PARKING AREAS

SHALL BE OPEN CUT OR JACK AND BORED.

COORDINATE WITH CONSTRUCTION PLANS.

ALL BORING SHALL BE APPROVED BY LOCAL

VA.

ALL CONCRETE SIDEWALKS, ROADWAYS, OR

PARKING LOTS SURFACES THAT ARE OPEN

CUT SHALL BE RESTORED TO ORIGINAL

EXISTING BUILDINGS

NEW WATER SAMPLING STATION

NEW AIR RELEASE ASSEMBLY

NEW RPZ & ENCLOSURE

NEW M.J. FITTINGS

NEW WATER METER & BOX

NEW WATER VALVE

NEW WATER LINE BY JACK & BORE

NEW WATER LINE

EXISTING FIRE HYDRANT

EXISTING FIRE LINE

C-300

M.J. TAPPING VALVE

POLYETHYLENE ENCASEMENT

AT ALL FITTINGS PER

AWWA C105

3/4 " CORP. STOP

FOR DISINFECTION

EXISTING WATER LINE

NEW C900 WATER MAIN

NATIVE SOIL

MIN. 12" EACH

SIDE OF PIPE

COMPACTED 95% OF STANDARD

PROCTOR DENSITY IN LIFTS OF

FIRM SUPPORT ENTIRE

BARRELL LENGTH

BELL HOLES

BASE AS REQUIRED

PAVEMENT SURFACE

NO GREATER THAN 8" COMPACTED

THICKNESS.

SIDE ELEVATION

BY TYPICAL SECTION

TRACER WIRE #10 GA

STRANDED COPPER

NATIVE SOIL

BACKFILL WITH

NATIVE MATERIAL

TYPE 1 BEDDING

TYPE 1 & 6 BEDDING

SELECT BACKFILL MATERIAL-

PIPE O.D.

+ 8" (MIN.)

PIPE O.D. = 24"

MINIMUM 12"

MINIMUM 45^

W id th

S.S. EPOXY COATED

TAPPING SADDLE

(MUELLER H-304SS)

SLOPE TO DRAIN

CONCRETE PAD WHEN NOT

LOCATED IN PAVED

5 1/4" DIA. SCREW TYPE

(HEAVY ROADWAY TYPE)

STREET OR SIDEWALK.

#10 GAUGE STRANDED COPPER TRACER WIRE

2’ DIAMETER x 6" THICK

CONTRACTOR SHALL DRILL HOLE IN VALVE

TRACER WIRE

3M MODEL DBR

SPLICE KIT

1- 80lb. BAG

SACKRETE

UNDER VALVE

7"

CAST IRON COVER

IN STREET OR DRIVEWAY.

WATER

60"

NORMAL

PIPE DEPTH

WATER MAIN

1/4 " TYP.

WATER MAIN

PAD AROUND VALVE BOX,

WHEN NOT LOCATED

WATER COVER TO BE

PAINTED MEDIUM BLUE.

WITH THE WORD

"WATER" ON TOP.

1/4 " TYP.

ATTACHED TO C.I. VALVE BOX

BOLT CONNECTOR OR AN APPROVED EQUAL.

W/ A THOMAS & BETTS TYPE "H" SPLIT

BOX TO ACCOMMODATE SPLITBOLT

CONNECTOR.

NO SCALE

SERIES 1300-C RESTRAINT DEVICE

or APPROVED EQUAL.

NO SCALE

CONCRETE

THRUST

BLOCK

NO SCALE

NO SCALE

NO SCALE

WIRE NUT

SPLICE CAP

PLASTIC NON-REMOVABLE

"3M" ELECTRICAL PRODUCTS DIVISION

PART NO. 054007-09964

(OR APPROVED EQUAL)

DIRECT BURY SPICE KIT -

LOCATOR

WIRE

LOCATOR WIRE SPLICE DETAIL

WATER LINE

TRENCH SECTION

STANDARD GATE VALVE

INSTALLATION DETAIL

STANDARD PIPE FOUNDATION DETAILS

DUCTILE IRON, POLYVINYL CHLORINE (PVC) OR POLYETHYLENE (PE) PIPE

M.J. TAPPING SLEEVE

M.J. TAPPING VALVE

EXISTING WATER LINE

POLYETHYLENE ENCASEMENT

AT ALL FITTINGS PER

AWWA C105

NEW WATER MAIN

3/4 " CORP. STOP

FOR DISINFECTION

MINIMUM 12"

MINIMUM 45^

W id th

ENCLOSURE

3/4 " BRONZE

BALL VALVE

ANCHOR POST

W/ LOCKABLE BOX

NOTE:

SAMPLE STATION SHALL

BE GIL-EH101 OR APPROVED

EQUAL BY ENGINEER

REMAINDER OF

BACKFILL PLACED

PER SPECIFICATIONS

TRENCH BOTTOM

EXCAVATE BELL HOLE AT PIPE JOINTS

FOR UNIFORM SUPPORT ALONG THE

LENGTH OF THE PIPE.

(NO SEPARATE PAYMENT)

PLACED PER SPECS.

INITIAL BACKFILL

6"(MIN.)-12"(MAX.)

MARKER TAPE

PLACE TRACE WIRE

TOP ‘ PIPE IN OPEN

TRENCHING AREAS

(TYP.)

TAPE TRACE WIRE

TO TOP OF PIPE

WHERE BOREING

IS INDICATED (TYP.)

6"

GROUT BEFORE

SETTING FRAME

VULCAN MANHOLE FRAME

& COVER MODEL #VM-72

NATURAL

GROUND

24" RCP TONGUE

& GROOVE JOINT

1/2" SHUT-OFF VALVE &

BACK FLUSHING HOSE

AIR RELEASE VALVE

1" BLOW OFF

CURB STOP (SIZE EQUAL

TO AIR RELEASE VALVE)

BRONZE TAPPING SADDLE

MAIN LINE

M

IN

C

O V

E R

SAMPLING STATION DETAIL

TYPE 2 BEDDING

PIPE O.D. +

T Y

P

NEW WATER LINE

CONC. THRUST BLOCK

SIMILAR TO TEE

SEE THRUST BLOCKING

DETAIL SHEET

S.S. TAPPING SLEEVE &

VALVE DETAIL

M.J. TAPPING SLEEVE &

VALVE DETAIL

NO SCALE

AIR RELEASE ASSEMBLY

NO SCALE

NOTE:

TRACE WIRE SHALL BE SECURELY TAPED

TO PIPE IN BORING SITUATIONS. CONTRACTOR

SHALL TEST WIRE AFTER INSTALLATION OF PIPE.

M.J. JOINTS WITH MEGALUG OR FORD UNI-FLANGED

NO SCALE

NO SCALE

2’ SQUARE, 6" THICK

REINF. CONCRETE

WV-00

OR EQUAL WITH A

M.J. - MECHANICAL JOINT

NOTE:

1. TAP TO BE PERFORMED

BY UTILITY CONTRACTOR

2. ALL M.J. CONNECTIONS SHALL

INSTALLED WITH MEGALUG

R.J. GLAND ADAPTERS OR

APPROVED EQUAL.

IDENTIFICATION TAG

(AR-#00)

ENGRAVED BRONZE

VALVE PLATE

W/ NUMBER

ENGRAVED BRONZE

PLATE W/ NUMBER

2’-0"

SQUARE

#3 BAR

NO. 3 BAR ALL

AROUND (WITH 1"

OVERLAP)

CONTRACTOR SHALL

PRESENT WATER VALVE

NUMBERING PLAN TO VA

FOR PRIOR APPROVAL

C.I. VALVE BOX W/ EXTENSIONS

WATER VALVE &

MISC. WATER LINE DETAILS

DUCTILE IRON OR

CAST IRON PIPE

COUPLING

FACE OF BUILDING

(SEE MECH. PLANS)

MECHANICAL

PVC WATER OR FIRE WATER

FINISHED, INSTALLED &

AIR TESTED AGAINST

TEMP. PLUG.

5’ OR AS CALLED

FOR IN PLANS

NO SCALE

MECHANICAL COUPLING

CONNECTION DETAIL

NATIVE SOIL

Engineers Architects

Revisions: Date

Drawing Title

Location

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS: PROJECT MANAGER

/1

/2

:2 :5

A

M

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs # ' COPYRIGHT Apogee Consulting Group, P.A.

F il e P a th

224000

1009 Bayou Place

Alexandria, LA 71303

Surveyors

Tel. (318) 445-6571 Fax. (318) 448-0257

EngineersArchitects

Ballard Project Number

TUSCALOOSA, AL, 35404

3701 LOOP ROAD

TUSCALOOSA VA MEDICAL CENTER

Approved

Project Title VA PROJECT NUMBER

Building Number

Drawing Number

Dwg. of

Date Checked Drawn

BCLC BCLC

CORRECT FAILING SANITARY

SEWER, WATER MAIN, AND

FIRE PROTECTION DEFICIENCIES

679-21-102

N/A

DEC. 29, 2023 27

U.S. Department of Veterans Affairs

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BR YAN

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PROFESSIONAL

NO. 28875

C-301

NOTES

1. Each Mechanical Joint fitting and/or Restraint Device shall be wrapped in

2. Thrust blocking will not be required to restrain Mechanical Joint fittings that are installed for water line conflicts.

8 mil. polyethelene encasement (polywrap).

3. Water line installation shall clear obstruction(s) by a distance of no less than one (1) foot - six (6) inches. Measurement shall be from outside face of obstruction to outside diameter of pipe being installed.

Iron Mechanical Joint Anchoring Kit manufactured by Independent Pipe Products

5. Contractor shall install #10 guage, Type TW stranded copper wire along the top of PVC or PE pipe for detection purposes.

CONFLICT DETAIL

4" DIA. TO 12" DIA. WATER LINE

(VERTICAL or HORIZONTAL)

WATER LINE CONFLICT

TO MECHANICAL JOINT TEE

Fitting

(2) Standard 20’ Lengths of Pipe

(or approved equal), Restraint Device required.

w/ Ford Uni-Flanged Series 1390-C ,

(2) Standard 20’ Lengths of Pipe

(or approved equal), Restraint Device required.

w/ Ford Uni-Flanged Series 1390-C , Restraint Device, or approved equal, for all Mechanical Joint fittings (TYP).

Ford Uni-Flanged Series 1390-C

Restraint Device, or approved equal, (TYP.)

Fitting

(2) Standard 20’ Lengths of Pipe

(or approved equal), Restraint Device required.

w/ Ford Uni-Flanged Series 1390-C , Ford Uni-Flanged Series 1390-C

Restraint Device, or approved equal, (TYP.)

M.J. VALVE

Restraint Device, or approved equal, for all Mechanical Joint fittings (TYP).

P.E. Pipe

45%%d or 90%%d M.J.

Fitting45%%d or 90%%d M.J. Fitting

M.J. TEE

NO SCALE

NO SCALE

4. Contractor may use Fuseable Polyvinyl Chlorine (PVC) Pipe and Fittings to go under or around conflicts with Restraint Device(s). Connector for Polyvinyl Chlorine (PVC) Pipe to Mechanical Joint Fitting shall be a Ductile

(or approved equal) for 6" thru 12" Ductile Iron Pipe Size.

45%%d or 90%%d M.J. Fitting

45%%d or 90%%d M.J.

45%%d or 90%%d M.J.

Restraint Device, or approved equal, (TYP.)

Ductile Iron Long Sleeve or Couple w/

Ductile Iron Long Sleeve or Couple w/ for all Mechanical Joint fittings (TYP).

PVC PIPE AT CONFLICTS

CHANGE IN DIRECTION AND

UNDER PAVEMENT DETAIL

END PIPE

DEFLECTION

FLOW LINE OF EXIST.

OR NEW DRAINAGE CHANNEL

EXIST. OBSTRUCTION,

DITCH OR CANAL

END PIPE

DEFLECTION

NEW PVC

WATER LINE

EXISTING CONFLICT PIPE

(SIZE & DEPTH VARIES)

NATURAL GRADE

TRACE WIRE TOP ‘ PIPE

M

IN

O R

D E

E P

E R

30’ PIPE DEFLECTION (MIN.) 30’ PIPE DEFLECTION (MIN.)

WATER LINE DEFLECTION DETAIL

NO SCALE

M

IN

PVC WATER LINE ADJUSTMENT FOR

CROSSING ABOVE CONFLICTS

6 FEET OR DEEPER

NO SCALE

SEE CHART

THIS SHEET

S E

E C

H A

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T H

IS

S

H E

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WATER LINE CLEARANCE CHART

UTILITY TYPE

SEWER

SEWER FORCE MAIN

CHILLED WATER

STORM SEWER / DRAIN

DUCT BANK / PIPED UTILITY

6’ (MIN.)

10’

HORIZ. VERTICAL

6’ (MIN.)

10’

6’ (MIN.)

5’ (MIN.)

3’ (MIN.)

18"(MIN.)

18"(MIN.)

18"(MIN.)

18"(MIN.)

18"(MIN.)

24"

FUSABLE C900 PVC WATER LINE

SEE PLANS FOR SIZES

Engineers Architects

Revisions: Date

Drawing Title

Location

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS: PROJECT MANAGER

/1

/2

:2 :5

A

M

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs # ' COPYRIGHT Apogee Consulting Group, P.A.

F il e P a th

224000

1009 Bayou Place

Alexandria, LA 71303

Surveyors

Tel. (318) 445-6571 Fax. (318) 448-0257

EngineersArchitects

Ballard Project Number

TUSCALOOSA, AL, 35404

3701 LOOP ROAD

TUSCALOOSA VA MEDICAL CENTER

Approved

Project Title VA PROJECT NUMBER

Building Number

Drawing Number

Dwg. of

Date Checked Drawn

BCLC BCLC

CORRECT FAILING SANITARY

SEWER, WATER MAIN, AND

FIRE PROTECTION DEFICIENCIES

679-21-102

N/A

DEC. 29, 2023 27

U.S. Department of Veterans Affairs

LI

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DESCA

L A A M

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J A

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BR YAN

BU

T L

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NGINE

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PROFESSIONAL

C-302

2.

TRACE WIRE TOP ‘ PIPE (TYP.)

TWO WIRE CLAMPS REQ’D.

@ EACH SPLICE (TYP.)

DISTANCE AS REQ’D.

TO CLEAR OBSTRUCTION

PE 45^ ELBOW

PE 45^ ELBOW

NEW PE WATER LINE

PE 45^ ELBOW

NEW PE WATER LINE

PE 45^ ELBOW

6" PE TRANSITION FITTING

(PVC-SJA) (DIPS) W/

BELL RESTRAINT RING 6" PE TRANSITION FITTING

(PVC-SJA) (DIPS) W/

BELL RESTRAINT RING

NEW PE WATER LINE

M.J. 90^ BEND

M.J. TEE

(SEE PLANS

FOR SIZES )

V A

R

IE

S

S E

E P

L A

N S

CONC. THRUST

(C-900 OR DUCTILE IRON)

(C-900 OR DUCTILE IRON)

(C-900 OR DUCTILE IRON)

NOTE:

CONTRACTOR HAS OPTION OF PUTTING M.J FITTINGS WITH1.

RETAINER GLANDS AND CONCRETE THRUST OR EQUAL.

ALL THREAD RODS RUNNING FROM FITTING TO FITTING AND

THRUST RODS

SEE NOTE NO. 1

TRACE WIRE TOP ‘ PIPE (TYP.)

@ EACH SPLICE (TYP.)

DISTANCE AS REQ’D.

TO CLEAR OBSTRUCTION

CONCRETE THRUST, OR M.J FITTINGS WITH MEGALUG

w/ R.J. CONNECTION w/ R.J. CONNECTION w/ R.J. CONNECTION w/ R.J. CONNECTION

& CONC. THRUST

& CONC. THRUST

& CONC. THRUST & CONC. THRUST

POLYETHYLENE ENCASEMENT

AT ALL FITTINGS PER

AWWA C105

M.J 45^ ELBOW

NEW PVC

WATER LINE

NEW PVC WATER LINE

M.J 45^ ELBOW

NEW PVC WATER LINE

M.J 45^ ELBOW

M.J 45^ ELBOW

NEW PVC WATER LINE

NEW PVC

WATER LINE

CONTRACTOR SHALL COORDINATE THIS WORK WITH

TWO WIRE CLAMPS REQ’D.

NEW PVC

WATER LINE

NEW PVC

WATER LINE

EXISTING S.D. PIPE, SEWER LINE,

DITCH OR OTHER OBSTRUCTION

EXISTING S.D. PIPE, SEWER LINE,

DITCH OR OTHER OBSTRUCTION

PE 90^ BEND

PE TRANSITION FITTING

(DIMJA-KIT) (DIPS)

M.J. TEE OR M.J. 90^ BEND

(SEE PLANS FOR SIZES )

NEW PE WATER LINE

NEW PVC WATER LINE

NEW PVC WATER LINE

NEW PVC WATER LINE

POLYETHYLENE ENCASEMENT

AT ALL FITTINGS PER

AWWA C105

THRUST RODS

SEE NOTE NO. 1

CONTRACTOR WILL HAVE THE OPTION

TO JACK & BORE WATERLINE. PE 45^

ELBOWS WILL NOT BE REQUIRED

CONCRETE THRUST BLOCK

W/ #4 REBAR WRAPPED

AROUND FITTING (TYP.)

LETON WATER SYSTEM.

EXISTING

SANITARY SEWER

FINISHED GRADE

NEW WATER

MAIN

EXISTING

SANITARY SEWER

NEW WATER MAIN

1’-6" MIN.

FINISHED GRADE

TYPICAL COVER OR

AS APPROVED BY ENGINEER

T H

IS

S

H E

E T

NO SCALE NO SCALE

PE WATER LINE ADJUSTMENT PE VERTICAL WATER LINE ADJUSTMENT

NO SCALE NO SCALE

PVC / D.I. WATER LINE ADJUSTMENT M.J. VERTICAL. WATER LINE ADJUSTMENT

T H

IS

S

H E

E T

T H

IS

S

H E

E T

T H

IS

S

H E

E T

NO SCALE

WATER / SANITARY SEWER CLEARANCES

10’ STANDARD

6’ MIN. (SPECIAL CONDITIONS)

WATER LINE CLEARANCE CHART

UTILITY TYPE

SEWER

SEWER FORCE MAIN

CHILLED WATER

STORM SEWER / DRAIN

DUCT BANK / PIPED UTILITY

6’ (MIN.)

10’

HORIZ. VERTICAL

6’ (MIN.)

10’

6’ (MIN.)

5’ (MIN.)

3’ (MIN.)

18"(MIN.)

18"(MIN.)

18"(MIN.)

18"(MIN.)

18"(MIN.)

24"

V A

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S

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S E

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H A

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S E

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H A

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S E

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H A

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S E

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H A

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PVC WATER LINE

ADJUSTMENT DETAILS

Engineers Architects

Revisions: Date

Drawing Title

Location

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS: PROJECT MANAGER

/1

/2

:2 :5

A

M

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs # ' COPYRIGHT Apogee Consulting Group, P.A.

F il e P a th

224000

1009 Bayou Place

Alexandria, LA 71303

Surveyors

Tel. (318) 445-6571 Fax. (318) 448-0257

EngineersArchitects

Ballard Project Number

TUSCALOOSA, AL, 35404

3701 LOOP ROAD

TUSCALOOSA VA MEDICAL CENTER

Approved

Project Title VA PROJECT NUMBER

Building Number

Drawing Number

Dwg. of

Date Checked Drawn

BCLC BCLC

CORRECT FAILING SANITARY

SEWER, WATER MAIN, AND

FIRE PROTECTION DEFICIENCIES

679-21-102

N/A

DEC. 29, 2023 27

U.S. Department of Veterans Affairs

LI

EN

DESCA

L A A M

A B

J A

M

E S

BR YAN

BU

T L

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NGINE

RE

PROFESSIONAL

C-303

6" D.I. PIPE

M

IN

M

IN

RELIEF VALVE OUTLET

LOWEST POINT OR

4" THICK CONC. SLAB

PIPE

JACKS

4" PVC PIPE

(AWA C900)

NO SCALE

ASSEMBLY W/ VALVES

*WATTS REGULATOR CO.

MODEL 957 OR EQUAL

STRAINER FLG. 90^ BEND

FLOW

FLOW

NO SCALE

ASSEMBLY W/ VALVES

M

IN

C L

R

6"

MIN.

CLR.

TO BUILDING

STRAINER

4" THICK CONC. SLAB

33 3/8 "/31 3/8 "/30 9/16 "

4" PVC PIPE

(AWA C900)

GATE VALVE W/ N.R.S.

2 1/2 " F.D.

CONNECTION

GATE VALVE W/ N.R.S.

3" OR 4" LONG FLG.

D.I. SPOOL W/

THREADED FLG.

FOR F.D. CONNECTOR

2 1/2 " F.D.

CONNECTION

1/4 TURN FULL PORT

BRONZE BALL SHUT-OFF

VALVE #1

VALVE #2

BRONZE BALL SHUT-OFF

1/4 TURN FULL PORT

CHECK

VALVE #1

RELIEF VALVE

LOWEST POINT OR RELIEF

VALVE OUTLET

MIN.

12" MIN.

60" MAX.

OUTLET *WATTS REGULATOR CO.

MODEL 909M1 OR EQUAL

RPZ #1

RPZ #2

NO SCALE

12"

STRAINER

FLOW

FLOW

BRASS OR BRONZE

FITTING (CLASS 250)

TEST COCK #1

CHECK

6"

VALVE #2

BRONZE BALL SHUT-OFF

1/4 TURN FULL PORT

CHECK

VALVE #1

BRONZE BALL SHUT-OFF

1/4 TURN FULL PORT

BRASS OR BRONZE

FITTING (CLASS 250)

STRAINER

BRASS OR BRONZE

TEE (CLASS 250)

BRASS OR BRONZE

FITTING (CLASS 250)

BRASS OR BRONZE

FITTING (CLASS 250)

COMPRSSION

FITTING

COMPRSSION

FITTING

COMPRSSION

FITTING

COMPRSSION

FITTING

NO SCALE

1/4 TURN FULL PORT

BRONZE BALL SHUT-OFF

VALVE #1

TEST COCK #1

PVC PIPE

PVC PIPE

1/4 TURN FULL PORT

BRONZE BALL SHUT-OFF

VALVE #2

BACKFLOW PREVENTION

& METER DETAILS

3"

3"

1"

3"

1"

3"

3"

4"

4"

4"

4"

4"

3"

6"

* EXISTING - MAINTENANCE REQ’D.

REMOVE SILT FROM VAULT

** EXISTING - LEAVE AS IS

NO WORK

** EXISTING - LEAVE AS IS

NO WORK

BLDG.# SIZE RPZ Model# #Req’d.

BLDG.# SIZE RPZ Model# #Req’d.

17 2

1"

1"

PLAN VIEW

2" OR 1" RPZ BACKFLOW PREVENTION

ASSEMBLY W/ GATE VALVES

1/4 TURN FULL PORT

BRONZE BALL SHUT-OFF

2 1/2 " F.D.

HOSE NOZZLE

W/ CAP

VALVE

SIZE ADAPTER

2 1/2 " F.D.

HOSE NOZZLE

W/ CAP

SIZE ADAPTER

6"

12 1/8 "/10 1/8 "/10"

4", 3" & 2 1/2 " REDUCED

PRESSURE ZONE

19 1/2 "/14 3/8 " 5 15/16 "/3 3/4 "

4", 3" & 2 1/2 " RPZ

2", & 1" RPZ ASSEMBLY

RPZ ASSEMBLY

PVC PIPE

M.J. TEE

PVC PIPE

1" 2

FLOW

FLOW

90^ M.J. BEND (BOTTOM)

90^ FLG. BEND (TOP)

ROTATE AS REQ’D.

6" LONG FLG.

D.I. SPOOL W/

THREADED FLG.

FOR F.D. CONNECTOR

90^ M.J. BEND (BOTTOM)

90^ FLG. BEND (TOP)

ROTATE AS REQ’D.

GATE VALVE W/ N.R.S.

GATE VALVE W/ N.R.S.

INSULATED ALUMINUM

ENCLOSURE

INSULATED ALUMINUM

ENCLOSURE

INSULATED ALUMINUM

ENCLOSURE

4" THICK CONC.

MAINTENANCE PAD

4" THICK CONC.

MAINTENANCE PAD

INSULATED ALUMINUM

ENCLOSURE

GATE VALVE W/ N.R.S.

GATE VALVE W/ N.R.S.

NOTE:

ALL PIPES IN ENCLOSURE SHALL BE

WRAPPED WITH PIPE INSULATION

NOTE:

ALL PIPES IN ENCLOSURE SHALL BE

WRAPPED WITH PIPE INSULATION

NOTE:

CONTRACTOR SHALL INSTALL

ANY MISC. ITEMS / FITTINGS AS NEEDED

TO COMPLETE THIS INSTALLATION PER

VA & MFR REQUIREMENTS

NOTE:

CONTRACTOR SHALL INSTALL

ANY MISC. ITEMS / FITTINGS AS NEEDED

TO COMPLETE THIS INSTALLATION PER

VA & MFR REQUIREMENTS

PLAN VIEW

3", & 2 1/2" RPZ BACKFLOW PREVENTION

ASSEMBLY W/ GATE VALVES

ELEVATION VIEW

3", & 2 1/2" RPZ BACKFLOW PREVENTION

ASSEMBLY W/ GATE VALVES

ELEVATION VIEW

2" OR 1" RPZ BACKFLOW PREVENTION

ASSEMBLY W/ GATE VALVES

1"

2 1/2 "

60" MIN.

2"

DIP

ADJ. S.S.

SUPPORT

12"X12"X4" SUMP

FLOW

4"

ACCESS HATCH

WITH SAFETY

GRATING

6", 4" OR 3"

PVC PIPE

6", 4" OR 3"

PVC PIPE

4.

5.

6.

7.

8.

9.

ACCESS HATCH NOTES:

PROVIDE AN HIW SERIES (SINGLE LEAF) ACCESS FRAME AND COVER (WITH SAFETY

GRATE). AS MANUFACTURED BY HALLIDAY PRODUCTS. OR APPROVED EQUAL.

FRAME AND COVER SHALL HAVE A 1/4 " THICK, ONE-PIECE, MILL FINISH, EXTRUDED

ALUMINUM CHANNEL FRAME. INCORPORATING A CONTINUOUS COCRETE ANCHOR.

A 1 1/2 " DRAINAGE COUPLING SHALL BE LOCATED IN THE FRONT LEFT CORNER OF THE

CHANNEL FRAME. THE INSIDE OF THE FRAME SHALL HAVE A DOOR SUPPORT LEDGE

ON TWO (2) SIDES.

BOTH FRAME AND LEDGE SHALL BE SUPPORTED BY A FULL BED OF CLASS A CONCRETE.

THE DOOR PANEL SHALL BE 1/4 " ALUMINUM DIAMOND PLATE, REINFORCED TO

WITHSTAND A LIVE LOAD OF THE H-20 DESIGNATION.

DOOR SHALL OPEN TO 90 DEGREES AND AUTOMATICALLY LOCK WITH A STAINLESS

STEEL HOLD OPEN ARM WITH ALUMINUM RELEASE HANDLE.

FOR EASE OF OPERATION, DOOR SHALL INCORPORATE ENCLOSED STAINLESS STEEL

COMPRESSION SPRING ASSISTS. DOOR SHALL CLOSE FLUSH WITH THE FRAME.

HINGES AND ALL FASTENING HARDWARE SHALL BE STAINLESS STEEL.

UNIT SHALL LOCK WITH STAINLESS STEEL SLAM LOCK WITH REMOVABLE KEY AND HAVE

A NON-CORROSIVE HANDLE.

UNIT SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIAL AND/OR WORKMANSHIP

FOR A PERIOD OF 10 YEARS.

NOTES:

SUITABLE FOR USE IN

OFF STREET LOCATION

WHERE NOT SUBJECTED TO

HIGH DENSITY TRAFFIC.

PROVIDE FULL BED OF

CLASS "A" CONCRETE

UNDER FRAME AND

SUPPORT ANGLES.

COVER SHOWN IN

OPEN POSITION

A CLEAR

OPENING

3 1/2 "

DRAINPIPE

PRIMER

REQUIRED

1/4 " THICK

EXTRUDED

ALUM. FRAME

CONT. CONCRETE

ANCHOR

METER VAULT PLAN

ACCESS HATCH PLAN

ACCESS HATCH PROFILE

METER VAULT ELEVATION

S.S. HINGES WITH

TAMPER PROOF

FASTENERS

S.S. & ALUM.

POSITIVE LOCKING

HOLD OPEN ARM

WITH S.S. SPRING

ASSIST

1 1/2 " PIPE COUPLING

LIFTING HANDLE

S.S. SLAM LOCK

"B" OVERALL

"A" CLEAR OPENING 6 3/4 "5 3/4 "

A

B

12"

MIN.

8"

MIN.

18"

MIN.

30"X30" HATCH

FLOW

BYPASS LINE REQ. WHEN SERVICE

CAN NOT BE INTERRUPTED (I.E.

HOSPITAL, SCHOOLS)

FLOW

12"

12"

WAFER CHECK

VALVE

STRAINER FLG.

TURBINE METER FLG.

BASE TEE FLG.

SUMP

SPOOL PIECE FLG.

DIP

NRS VALVE FLG.

(TYP.)

LINK-TYPE

COMPRESSION SEAL

W/ WALL SLEEVE

POLYPROPYLENE

STEP

C

2" BLIND FLG.

TAPPED 2" W/

2" BRASS PLUG

WATER SERVICE INSTALLATION

(2" AND SMALLER SERVICE LINES)

NO SCALE

STRUCTURE

5’ MIN.

METER BOX COVER W/LID & LID BOLT

W/ TOUCH PAD SET FLUSH TO FINISH

GRADE

CURB BOX

GRADE LINE

TRACER WIRE THAT EXTENDS A

MIN. OF 2’ ABOVE GRADE SHALL

BE COLIED IN THE METER BOX

CURB STOP

WATER MAIN

BLOCKING PAD

CORP. STOP

SERVICE

LATERAL

TRACER WIRE SHALL

PENETRATE VALVE BOX

APPROXIMATELY 6" BELOW

GRADE

METER

METER BOX 30" LONG

SHUT OFF VALVE

METER SETTER

CLEARANCE SHALL BE EQUAL

DISTANCE EACH SIDE OF SETTER

4"Hx3"W NOTCH

IN METER PIT

MIN.

12" MIN.

CLEARANCE

M

IN

12" OF 85% COMPACTED SOIL

METER CHAMBER TO BE SET

ON A FLAT BRICK

COUPLING

(IF NEEDED)

(SEE NOTE 6)

NOTES:

CENTER METER IN BOX, MIN 3" CLEARANCE ON ALL SIDES.

TRENCH, INSTALL, AND BACKFILL SERVICE LINE IN ACCORDANCE WITH VA SPECIFICATIONS.

SERVICE LINE MATERIALS SHALL MEET VA SPECIFICATIONS.

PROVIDE TRACE WIRE ALONG WATER SERVICE LINE. TRACE WIRE SHALL EXTEND INTO THE

CURB BOX AND METER PIT AND TERMINATE IN THE METER PIT.

IF WATER SERVICE BETWEEN MAIN AND WATER METER IS REPLACED WITH NON-METALIC PIPING, THERE SHALL BE A MINIMUM LENGTH OF TEN (10) FT OF METALLIC PIPING BETWEEN THE

BUILDING STRUCTURE AND METER PIT TO MAINTAIN PROPER GROUNDING OF BUILDING’S

ELECTRICAL SYSTEM.

CONCRETE STRUCTURE NOTES:

PRECAST CONCRETE METER VAULT SHALL BE DESIGNED FOR THE FOLLOWING

CONDITIONS STATED BELOW (1.1 THROUGH 1.5). SUBMIT CALCULATIONS TO

THE ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED

BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF ALABAMA:

1.1. STRUCTURE FILLED TO TOP WITH NO EXTERNAL SOIL PRESSURE.

1.2. STRUCTURE EMPTY WITH SOIL BACKFILL TO FINISHED GRADE. ASSUME

SOIL DRY DENSITY AT 95 LBS/C.F. ASSUME SOIL SATURATED TO

FINISHED GRADE.

1.3. STRUCTURE SHALL NOT FLOAT WITH SATURATED SOIL TO FINISHED

GRADE. ASSUME SOIL LOAD ON CONCRETE LIP AT 32 LBS/C.F. A

SAFETY FACTOR OF 1.5 SHALL BE PROVIDED IN THE FLOATATION

CALCULATIONS.

1.4. SOIL BEARING PRESSURE OF 2,500 PSI.

1.5. EFFECTS OF ALL VERTICAL LOADS ANTICIPATED ON THE FINISHED

STRUCTURE SHALL BE INCLUDED IN THE ANALYSIS AND DESIGN.

LOADING FROM PIPING AND EQUIPMENT, HOIST, SUPERSTRUCTURES,

SNOW, H-20 LIVE LOAD, AND ACTUAL DEPTH OF SOIL COVER SHALL

BE INCLUDED.

PRECAST VAULT STEPS SHALL BE MADE OF POLYPROPYLENE ENCASED STEEL

AS MANUFACTURED BY M.A. INDUSTRIES AND SHALL CONFORM TO ASTM

C478.

THE EXTERIOR OF ALL PRECAST PRODUCTS SHALL BE COATED WITH TWO

COATS OF BITUMASTIC PAINT, 16 TO 20 MIL DFT, TO FINISH GRADE USE

PROMASTIC 900 COAL TAR WATERPROOFING MANUFACTURED BY PROGUARD

COATING, INC., OR APPROVED EQUAL.

ALL ALUMINUM IN CONTACT WITH CONCRETE SHALL BE PAINTED WITH 2

COATS OF COAL TAR EPOXY OR ISOLATED FROM THE CONCRETE WITH 1/8 "

THICK NEOPRENE PADDING. ALL STEEL THRUST RESTRAINT ANGLES SHALL BE

WIRE BRUSHED AND PAINTED WITH 2 COATS OF COAL TAR EPOXY.

ALL PIPE COUPLINGS IN CONTACT WITH SOIL SHALL BE WIRE BRUSHED AND

PAINTED WITH 2 COATS OF COAL TAR EPOXY.

ALL CONCRETE ANCHORS AND HARDWARE SHALL BE STAINLESS STEEL.

PROVIDE COMMON KEYED LOCKS FOR ALL HATCHES, PANELS, DOORS AND

QUICK DISCONNECT CAPS ASSOCIATED WITH THIS PROJECT.

ALL CONCRETE STRUCTURES SHALL BE CONSTRUCTED WATERTIGHT. ALL

STRUCTURES SHALL BE WATERTIGHT AND SHALL BE TESTED FOR WATER

TIGHTNESS BY FILLING PRECAST STRUCTURE WITH WATER PRIOR TO BACK

FILLING. AN ACCEPTABLE LEAKAGE IS DEFINED AS A LOSS OF LESS THAN

1/2 " IN 24 HOURS AND NO VISIBLE LEAKS. REPAIR OF LEAKS IS REQUIRED

USING METHODS APPROVED BY THE VA.

DUAL SEAL II GASKETS DISTRIBUTED BY DUEL SEAL CORP., OR APPROVED

EQUAL.

SHALL MEET ASTM C923 REQUIREMENTS.

JOINTS IN STRUCTURE SHALL BE SEALED WITH BITUMEN CONSEAL.

CS-102-B JOINT SEALANT MATERIAL MANUFACTURED BY CONCRETE

SEALANTS, INC.

CONCRETE STRUCTURES SHALL MEET THE REQUIREMENTS OF ASTM C478.

CONCRETE fc=3,500 PSI AT 28 DAYS. TYPE III CEMENT. AI ENTRAINMENT

7% | 2%. ASTM C33 NO.57 OR NO.67 COURSE AGGREGATE.

REINFORCEMENT: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185

BAR REINFORCEMENT SHALL BE GRADE 60. CONFORMING TO ASTM A615.

VERTICAL BAR REINFORCEMENT REQUIRED BETWEEN BASE SLAB AND FIRST

VERTICAL SECTION OF STRUCTURE.

9.

10.

11.

12.

13.

14.

15.

WATER METER NOTES:

ALL PIPE AND FITTINGS TO BE THE SAME SIZE AS THE METER. REDUCERS

ARE PERMITTED ONLY WITH PRIOR AUTHORIZATION FROM ENGINEER.

ALL PIPING BETWEEN THE TEES UPSTREAM AND DOWNSTREAM OF THE

METER SHALL BE DUCTILE IRON PIPE.

NEWLY CONSTRUCTED WATER LINES SHALL BE DISINFECTED IN ACCORDANCE

WITH VA SPECIFICATIONS.

WATER METERS 1 1/2 " AND GREATER SHALL BE NEPTUNE OR PRIOR

APPROVED EQUAL..

TRACER WIRE REQUIRED FROM EXISTING WATER MAIN TO METER VAULT.

ROUND METER VAULTS MAY BE SUBMITTED AS AN ALTERNATE TO THE

DEPICTED RECTANGULAR BOX. MINIMUM CLEARANCE SHALL STILL BE

PROVIDED.

THRUST BLOCKS REQUIRED ON ALL BYPASS LINE FITTINGS.

VALVE

VALVE

33 2" 2

2 1/2 " 957 2

909M1

909M1

909M1

909M1

909M1

909M1

909M1

909M1

909M1

909M1

BLDG.# SIZE RPZ Model# #Req’d.

2"

1"

5/8 "

1 1/2 "

5/8 "

3/4 "

5/8 "

5/8 "

3/4 "

5/8 "

5/8 "

3/4 "

BLDG.# SIZE

WATER METER CHART

1"

1 1/2 "

1 1/2 "

BLDG.# SIZE

1 1/2 "

5/8 "

5/8 "

1 1/2 "

3/4 "

1 1/2 "

3"

5/8 "

3/4 "

3/4 "

3/4 "

5/8 "

5/8 "

3/4 "

NORMAL

OPERATING

RANGE

80%

CAPACITY

(GPM)

METER

SIZE

3/4 "

1"

1 1/2 "

2"

3"

4"

5/8 " 0.1 - 20 GPM

0.1 - 35 GPM

0.4 - 55 GPM

0.8 - 125 GPM

1.5 - 160 GPM

0.75 - 500 GPM

1.5 - 1250 GPM

Engineers Architects

Revisions: Date

Drawing Title

Location

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS: PROJECT MANAGER

/1

/2

:2 :5

A

M

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs # ' COPYRIGHT Apogee Consulting Group, P.A.

F il e P a th

224000

1009 Bayou Place

Alexandria, LA 71303

Surveyors

Tel. (318) 445-6571 Fax. (318) 448-0257

EngineersArchitects

Ballard Project Number

TUSCALOOSA, AL, 35404

3701 LOOP ROAD

TUSCALOOSA VA MEDICAL CENTER

Approved

Project Title VA PROJECT NUMBER

Building Number

Drawing Number

Dwg. of

Date Checked Drawn

BCLC BCLC

CORRECT FAILING SANITARY

SEWER, WATER MAIN, AND

FIRE PROTECTION DEFICIENCIES

679-21-102

N/A

DEC. 29, 2023 27

U.S. Department of Veterans Affairs

LI

EN

DESCA

L A A M

A B

J A

M

E S

BR YAN

BU

T L

E R

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NGINE

RE

PROFESSIONAL

C-304

BACKFLOW PREVENTION

ENCLOSURE & PAD DETAILS

Bldg. # Size RPZ’s Enclosure Size Pad Size

WxLxH WxLxT

9"

6"

L W

CBA

52.5" (3") 16.75" (3")

* FIRE CONNECT FITTING SIDE

28" (3")

D E

F

1111 1111 11 11 11

#3 BARS CONT.

6"

9"

#3 BARS CONT.

4" THICK CONC. SLAB

W/ 6X6 #6/6 WWF

BFP ENCLOSURE

L

W

CBA*

* FIRE CONNECT FITTING SIDE

28" (2")

28" (1")

D E

F

(2

/2

(2

/2

6"

4"

" 1111 1111 11 11 11

#3 BARS CONT.

4"

6"

#3 BARS CONT.

4" THICK CONC. SLAB

W/ 6X6 #6/6 WWF

BFP ENCLOSURE

L

W

PLAN VIEW

ALUMINUM ENCLOSURE

NO SCALE NO SCALE

NO SCALE NO SCALE

NO SCALE

* FIRE CONNECT FITTING SIDE

4" THICK CONC. PAD

6" SQ. BLOCKOUT FOR

RISER PIPES (TYP.)

9" SQ. BLOCKOUT FOR

RISER PIPES (TYP.)

(2

/2

14" (2") 12" (1")

PLAN VIEW

2" OR 1" BACKFLOW PREVENTION PAD

SECTION VIEW

2" OR 1" BACKFLOW PREVENTION PAD

57" (2 1/2 ")28" (2 1/2 ") 14" (2 1/2 ")

INSULATED ALUMINUM ENCLOSURE

(CUSTOM SIZE)

REMOVABLE PANEL/DOORREMOVABLE PANEL/DOOR

R E

M O

V A

B L

E

P A

N E

L /D

O O

R

REMOVABLE PANEL/DOOR REMOVABLE PANEL/DOOR

PLAN VIEW

3" & 2 1/2" BACKFLOW PREVENTION PAD

SECTION VIEW

3" & 2 1/2" BACKFLOW PREVENTION PAD

C L

R

C L

R

1"

1"

23"3

2 1/2 " 60"x56"x36" 68"x64"x4"

72"x72"x38" 82"x86"x4"

1"

1"

1"

1"

1"

1"

6 1" 2

33 2" 2

2 1/2 " 60"x56"x36" 68"x64"x4"

50"x70"x36" 60"x82"x4"

33" (1")

40" (2")

50"x60"x36" 60"x72"x4"

50"x60"x36"

50"x60"x36"

50"x60"x36"

50"x60"x36"

60"x72"x4"

60"x72"x4"

60"x72"x4"

60"x72"x4"

50"x60"x36"

50"x60"x36"

60"x72"x4"

60"x72"x4"

50"x60"x36"

50"x60"x36"

60"x72"x4"

60"x72"x4"

BLDG. 135

NO SCALE

EXISTING CONCRETE VAULT WALL1

33 3/16 "

66"|

LIMITS OF REMOVAL

DEMOLITION NOTES:

EXISTING CONCRETE BUILDING WALL

SHUT OFF VALVES TO BYPASS WATER SERVICE

AND DRAIN WATER FROM LINE.

UNBOLT AND REMOVE EXISTING 4" BACKFLOW

PRZ ASSEMBLY AND STORE FOR REINSTALLATION.

CUT AND REMOVE 24"| OF EXISTING 4" S.S.

PIPE AND FLANGE.

BLDG. 135

EXISTING CONCRETE VAULT WALL1

EXISTING CONCRETE BUILDING WALL

INSTALL EXIST. 4" RPZ

BACKLOW ASSEMBLY

4"x4"x4" FLG. TEE

BRANCH FACING UP

EXISTING FLANGE

TO REMAIN IN PLACE

NEW 4" FLG. GATE VALVE

PLAN VIEW

EXISTING WATERLINE IN VAULT

NO SCALE

INSTALLATION NOTES:

INSTALL NEW THREADED

COMPANION FLANGE ON

S.S. PIPE

.6

PLAN VIEW

NEW WATERLINE CONNECTION

LAYOUT

NO SCALE

ELEVATION VIEW

NEW WATERLINE CONNECTION

LAYOUT

TOP OF EXISTING

CONCRETE VAULT WALL

BOTTOM OF EXISTING

CONCRETE VAULT

TO RPZ BACKFLOW

PREVENTOR

INSTALL EXIST. 4" RPZ

BACKLOW ASSEMBLY

INSTALL NEW THREADED

COMPANION FLANGE ON

S.S. PIPE

4"x4"x4" FLG. TEE

BRANCH FACING UP

NEW 4" FLG. SLEEVE

W/ UNI-FLG. (10"| LONG)

NEW 4" FLG. SLEEVE

W/ UNI-FLG. (10"| LONG)

NEW 4" FLG.

GATE VALVE

NEW 4" FLG.

GATE VALVE

NEW 4" FLG x PE D.I. PIPE

(FIELD VERIFY LENGTH)

NEW 4" D.I. WATER LINE

W/ INSULATION JACKET

NEW 4" FLG.

90^ FITTING

CORE EXISTING WALL

FOR PIPE INSTALLATION

GROUT VOID BETWEEN

PIPE & CORE

FIELD VERIFY LENGTH

F

IE

L D

V E

R

IF

Y

EXISTING 90^ BEND

(TO REMAIN)

EXISTING 4" S.S. WATER LINE

W/ INSULATION JACKET

(TO REMAIN)

EXISTING 4" S.S. WATER LINE

W/ INSULATION JACKET

(TO REMAIN)

EXISTING 90^ BEND

(TO REMAIN)

EXISTING 4" S.S. WATER LINE

W/ INSULATION JACKET

(TO REMAIN)

EXISTING 4" S.S. WATER LINE

W/ INSULATION JACKET

(TO REMAIN)

EXISTING 4" S.S. WATER LINE

W/ INSULATION JACKET

(TO REMAIN)

EXISTING 90^ BEND

(TO REMAIN)

EXISTING FLANGE

TO REMAIN IN PLACE

THREAD 4" S.S. PIPE AND INSTALL 4"

COMPANION FLANGE.

INSTALL EXISTING 4" RPZ BACKFLOW

ASSEMBLY.

INSTALL 4" TEE AND 4" VALVE, BOLT TEE

TO EXISTING FLANGE.

FIELD VERIFY SLEEVE LENGTH AND INSTALL.

INSTALL WALL BRACKETS AS NEEDED FOR

SUPPORT, MATCH EXISTING BRACKETS.

INSTALL 4" FLG. VALVE ON TOP OF TEE AND

TURN WATER SUPPLY BACK ON.

CORE VAULT WALL FOR 4" D.I. PIPE, INSTALL

PIPE AND FITTING TO COMPLETE THE CONNECTION.

GROUT VOID BETWEEN D.I. PIPE AND CORE HOLE,

INSTALL PIPE INSULATION JACKET.

CUT EXISTING

4" S.S. PIPE &

INSULATION JACKET

*IF IT IS NOT POSSIBLE TO THREAD

4" S.S. PIPE, THEN AN A M.J. COUPLING

IS ACCEPTABLE

T O

C L

E A

R D

O O

R W

A Y

F

IE

L D

V E

R

IF

Y

Engineers Architects

Revisions: Date

Drawing Title

Location

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS: PROJECT MANAGER

/1

/2

:2 :5

A

M

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs # ' COPYRIGHT Apogee Consulting Group, P.A.

F il e P a th

224000

1009 Bayou Place

Alexandria, LA 71303

Surveyors

Tel. (318) 445-6571 Fax. (318) 448-0257

EngineersArchitects

Ballard Project Number

TUSCALOOSA, AL, 35404

3701 LOOP ROAD

TUSCALOOSA VA MEDICAL CENTER

Approved

Project Title VA PROJECT NUMBER

Building Number

Drawing Number

Dwg. of

Date Checked Drawn

BCLC BCLC

CORRECT FAILING SANITARY

SEWER, WATER MAIN, AND

FIRE PROTECTION DEFICIENCIES

679-21-102

N/A

DEC. 29, 2023 27

U.S. Department of Veterans Affairs

LI

EN

DESCA

L A A M

A B

J A

M

E S

BR YAN

BU

T L

E R

E

NGINE

RE

PROFESSIONAL

C-305

EXISTING

BASE

EXISTING

BASE

6" COMPACTED

SAND-CLAY-GRAVEL

MATERIAL (BASE COURSE)

EXISTING GRAVEL

OR DIRT SURFACE

7’-0" MAX.

NEW AGGREGATE

(SURFACE COURSE)

EXISTING

BASE

EXISTING

BASE

7’-0" MAX.

NEW 3" THICK HOT MIX

ASPHALT CONCRETE

(SURFACE COURSE)

TACK COAT

TACK COAT

4" THICK CONCRETE PAD

3500 PSI @ 28 DAYS

#4 BARS @ 12" o.c.e.w.

AT ROADS OR STREETS

ONLY

EXISTING

BASE

EXISTING

BASE

5’-0" MAX.

6" THICK CONCRETE PAD

3500 PSI @ 28 DAYS

EXISTING

CONCRETE

DRIVEWAY

#5 BARS @ 12" o.c.e.w.

EXISTING ASPHALT

SURFACE

12"

12"

SEE TRENCH SECTION

NO SCALE NO SCALE NO SCALE

CONCRETE DRIVE OR ROAD

REPAIR DETAIL

ASPHALT DRIVE OR ROAD

REPAIR DETAIL

DIRT, GRAVEL & TEMPORARY

DRIVE REPAIR DETAIL

12"

12"

SEE TRENCH SECTION

12" 12"

SEE TRENCH SECTION

CURB and GUTTER DETAIL

6" MONOLITHIC BARRIER TYPE

NO SCALE

24"

TREE

PROTECTION

AREA

ENTER

TREE PROTECTION SIGN NOTES

N.T.S.

TREE

PROTECTION

AREA

ENTER

2 3/8 " POSTS

12 GAUGE 2" OPENING

CHAIN LINK FABRIC WITH

BARBS TOP AND BOTTOM

3/4 " STRETCHER BAR AT CORNERS

18" GEOTEXTILE SILT FENCE

ON OUTSIDE OF CHAIN LINK

FENCE BURY IN 4" DEEP TRENCH

3/4 " STRETCHER BAR BANDS

MINIMUM 18" SPACING

SIGNAGE

(SEE DETAIL)

WIRE TIES AT

MINIMUM 18"

SPACING

TENSION WIRE TOP AND

BOTTOM WITH HOG RINGS

AT 2’ MIN. SPACING

TREE PROTECTION SIGNS TO BE MADE OF

DURABLE WEATHERPROFF MATERIAL.

LETTERS TO BE MINIMUM 3" HIGH.

PLACE SIGNS ON EACH END OF TREE

PROTECTION FENCE AND AT MINIMUM 50

FOOT INTERVALS THEREAFTER.

PROVIDE NO LESS THAN ONE SIGN PER

TREE PROTECTION AREA.

ATTACH SIGNS SECURELY TO FENCE POSTS.

PROMPTLY REPAIR OR REPLACE ANY

SIGNS DAMAGED OR REMOVED.

1.

2.

3.

4.

5.

6.

1/8 "

1"

4"

SIDEWALK SECTION

4"

4"

3/4 "

SIDEWALK

"TOOLED JOINT"

SIDEWALK

"EXPANSION JOINT"

TOOLED JOINT

TYPICAL & MAXIMUM JOINT SPACING

TO EQUAL WIDTH

PORTLAND CONC. (TYP.)

(MIN. 3500 P.S.I. @ 28 DAYS)

4" SCARFIED & RECOMPACTED

SUBGRADE NOT LESS THAN 90%

STD. PROCTOR DENSITY (ASTM 698)

(TYP.)

(MAX. SPACING @ 25’ ANY DIRECTION)

REDWOOD EXPANSION BOARD

N.T.S.

PORTLAND CONC. (TYP.)

N.T.S.

VARIES

SIDEWALK WIDTH

SLOPE 14" PER. FT.

(MIN. 3500 P.S.I. @ 28 DAYS)

PORTLAND CONC. (TYP.)

TOOLED EDGE

FINISH GRADE

6:1 (MAX.)6:1 (MAX.)

TOOLED EDGE

10’-0" MAXIMUM 10’-0" MAXIMUM

N.T.S.

(MATCH EXISTING)

11 11 11

11 11 11 11

11 11 11

14" RADIUS

(MIN. 3500 P.S.I. @ 28 DAYS)

W/ 6x6 #6/6 WWF

W/ 6x6 #6/6 WWF

W/ 6x6 #6/6 WWF

1/2 " R.

SLOPE

(MATCH EXIST.)

6" 18"

1/2 " R. 1/2 " R.

2’-0"

1’-0"

CC

1’-0" 1’-0"

BAR DETAILS

N.T.S.

SEE BAR DETAIL

GUTTER LINE

PAVEMENT REPAIR DETAILS &

MISC. SITE DETAILS

#4 BARS

TREE PROTECTION FENCING DETAIL

INTERSECTING JOINTS

SHALL BE 90^ . (TYP.)

12" 12" 12" 12"

1/2 " 1 1/4 "

SMOOTH BAR

3/4 "

EXPANSION JOINT (EJ)

CONSTRUCTION JOINT (CJ)

N.T.S.

3/4 "

3/4 "

3/16 "

1/2 "

3/16 "

JOINT DETAIL "A" JOINT DETAIL "B"

T /4

/4

/4

R 1/

2 "

@ 24" O. C. (DEFORMED)

#6 BARS x 30" LONG

34" PREMOULDED FILLER

JOINT SEALANT W/

(SEE DETAIL "B")

TOOLED EDGE (1/2" R.)

12 OF PAVEMENT THICKNESS

N.T.S.

3/4" THICK REDWOOD EXPANSION JOINT.

APPROVED ASPHALTIC SEALANT.

PREMOLDED FILLER

1/2" R.

1/2" TO 3/4" MIN.

12 OF PAVEMENT

THICKNESS

3/4" MIN.

#6 SMOOTH BAR 1’-6"

LONG @ 18" O.C.

WITH BAR GREASED

PLASTIC TUBE

JOINT SEALANT JOINT SEALANT

34" RED WOOD

JOINT FILLER

SAWED JOINT

FOAM FILLER

MATERAL

N.T.S.N.T.S.

M A

T C

H

E X

IS

T

M A

T C

H

E X

IS

T

CONCRETE PAVEMENT JOINT DETAILS

Engineers Architects

Revisions: Date

Drawing Title

Location

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS: PROJECT MANAGER

/1

/2

:2 :5

A

M

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs # ' COPYRIGHT Apogee Consulting Group, P.A.

F il e P a th

224000

1009 Bayou Place

Alexandria, LA 71303

Surveyors

Tel. (318) 445-6571 Fax. (318) 448-0257

EngineersArchitects

Ballard Project Number

TUSCALOOSA, AL, 35404

3701 LOOP ROAD

TUSCALOOSA VA MEDICAL CENTER

Approved

Project Title VA PROJECT NUMBER

Building Number

Drawing Number

Dwg. of

Date Checked Drawn

BCLC BCLC

CORRECT FAILING SANITARY

SEWER, WATER MAIN, AND

FIRE PROTECTION DEFICIENCIES

679-21-102

N/A

DEC. 29, 2023 27

U.S. Department of Veterans Affairs

LI

EN

DESCA

L A A M

A B

J A

M

E S

BR YAN

BU

T L

E R

E

NGINE

RE

PROFESSIONAL

C-306

V

CU. YDS.

0.25

0.25

0.5

0.25

0.75

SCHEDULE OF DIMENSIONS FOR MASS CONCRETE THRUST BLOCKS

D

D

1. No special pay item for reinforcement rods required in

2. Size of tee refers to branch size.

3. Place reinforcement rods as shown in all concrete thrust blocks and over valves.

18"MIN.

UNDISTURBED SOIL

C

VOLUME OF CONCRETE (V)

AS REQUIRED TO HOLD BEND

FLO

W

FLOW

C

B

UNDISTURBED

SOIL

FLOW

B

FLO

W

1/2 W

A

W

FLO

W

A

A

OR 1/2d + 12" MIN.

WHICHEVER IS GREATER

2" to 6" DIAMETER PIPES

(3"+1/2d) 8" to 12" DIAMETER PIPES

(6"+1/2d)

UNDISTURBED

SOIL

D overbends.

OR 1/2d + 12" MIN.

WHICHEVER IS GREATER

1/2d

1/2d OR 3"

WHICHEVER IS GREATER

UNDISTURBED SOIL

D

C

UNDISTURBED

SOIL

FLOW

SOIL

FT.-IN.

1’-0"

1’-0"

1’-0"

1’-0"

1’-0"

1’-0"

B

FT.-IN.

0’-9"

1’-0"

1’-4"

0’-10"

1’-8"

2’-0"

3"

6"

8"

4"

2"

10"

12"

2’-6"

3’-6"

4’-0"

5’-0"

1’-0"

2’-0"

TYPE OF

FITTING

SIZE

PIPE

DIMENSION

TYPICAL

90%%d

FT.-IN.

A

2’-0" 1’-0"

2’-6"

4’-0"

3’-0"

2’-0"

1’-4"

1’-8"

1’-0"

1’-0" 0’-9"

0’-10"

1’-0" 1’-0"

2’-0"

2’-0"

2’-0"

2’-0"

1’-4"

1’-8"

1’-0"

1’-0"

0’-9"

0’-10"

HORIZONTAL BENDS

FT.-IN.

45%%d

FT.-IN.

A B

22 1/2%%d

FT.-IN.

A

FT.-IN.

B

FT.-IN.

45%%d

FT.-IN.

VERTICAL UNDER BENDS

2’-6"

2’-0"

1’-6"

3’-0"

3’-6"

4’-0"

1’-0"

1’-4"

1’-8"

2’-0"

0’-9"

0’-10"

1’-3" 2’-0"

2’-6"

1’-10"

2’-2"

3’-6"

2’-6"

3’-0"

0’-9"

0’-11"

1’-0"

1’-6"

FT.-IN.

11 1/4%%d

B

FT.-IN.

A A

90%%d

FT.-IN.

B

FT.-IN.

A

1’-6"

2’-0"

2’-6"

2’-6"

1’-0"

1’-0"

1’-6"

2’-0"

2’-0"

2’-0"

1’-0"

1’-0"

B

FT.-IN.FT.-IN.

B A

11 1/4%%d

FT.-IN.

A B

VERTICAL OVER BENDS

SQ. FT.

1-#3

2-#4

4-#4

1-#4

5-#4

5-#57.25

3.25

6.25

4 8

0.5

0.5

(FOR 2000 P.S.F. SOIL)

REIN.

RODS

90%%d

SQ. FT.CU. YDS.

V BA

45%%d

V BA

1-#4

4-#4

2-#4

3-#4

1.5

1-#3

1-#4

0.25

0.25

0.5 1-#4

1-#4

1-#5

2-#44

1-#3

1-#4

22 1/2%%d

SQ. FT.RODS

REIN.

CU. YDS.

V REIN.

RODS

BA

NOTES:

1/2d

D B

W = DITCH WIDTH

d = INSIDE PIPE DIAMETER

LEGEND

1/2 W

W

F F

1/2d

W C

C

W

C

UNDISTURBED

SOIL

12" MIN.

FLOW

E

SOIL

UNDISTURBED

12" MIN.

E

W

12" MIN.

B

OR 1/2d + 12" MIN.

WHICHEVER IS GREATER

1/2d OR 3" MIN.

WHICHEVER IS GREATER

WHICHEVER IS GREATER

1/2d OR 3" MIN.

D B

1/2 W

12" X 10"

1-#4

1-#4

1-#4

1-#4

1-#3

1-#3

1’-0"2’-6"

4’-0"

3’-0"

3’-6"

2’-6"

1’-6"

2’-0"

1’-6"

1’-6"

1’-0"

1’-0"

11 1/4%%d

SQ. FT.

BA

RODS

REIN.

DEADENDS

FT.-IN.FT.-IN.

A B

TEES &

1’-0"

1’-4"

1’-8"

1’-8"

2’-0"

2’-0"

2’-0"

10" X 8"

12" X 6"

12" X 8"

10" X 6"

8" X 6"

6" X 4"

1’-0"

1’-0"

2’-0"

1’-6"

1’-0"

1’-0"

0’-6"

FT.-IN.

B

REDUCERS

FT.-IN.

C

1’-0" 0’-8" 0’-6" 0’-8" 0’-6" 0’-8" 0’-6" 0’-8" 0’-7" 0’-7" 0’-7" 0’-7"

0’-9"

0’-11"

1’-3"

1’-10"

2’-2"

2’-6"

0’-7" 0’-7"

0’-9"

0’-11"

1’-3"

1’-10"

2’-2"

2’-6"

0’-7" 0’-7"

0’-9"

0’-11"

1’-3"

1’-10"

2’-2"

2’-6"

1 2 1-#3 0.5 1 1-#3 0.25 1 1-#3 N/A N/A N/A 1’-6" 1’-0"

UNDISTURBED SOIL

UNDISTURBED SOIL

UNDISTURBED SOIL

UNDISTURBED

SOIL

for 100 P.S.I.

4. Volume of concrete for vertical overbends shall be sized

5. All ductile iron fittings shall be wrapped with an 8 mil.

Polyethylene film.

UNDISTURBED

SOIL

REDUCER

CU. YDS.

B

1/2d

1/2 W

12" MIN.

12" MIN.

A

1/2 d

A

W

1/2d

B

12" M

IN.

A

12" MIN.

D

12" MIN.

REINFORCING BAR RETURNED

BELOW PIPE WITH 180%%d HOOK.

SEE SCHEDULE

FOR SIZE & NUMBER.

UNDISTURBED

SOIL

NOTE:

ALL M.J. FITTING SHALL BE INSULATED USING R.J. RETAINER GLAND

(MEGALUG OR APPROVED EQUAL). ANY FITTING WHERE R.J. ADAPTERS

CAN NOT BE USED, CONCRETE THRUST BLOCKING SHALL BE USED

AS AN ALTERNATE FOR JOINT RESTRAINT DEVICES.

W = TRENCH WIDTH

1/2 W

WATER LINE THRUST

BLOCKING DETAILS

ELEVATION - VERTICAL OVER BEND

THRUST BLOCKING

ELEVATION - VERTICAL UNDER BEND

THRUST BLOCKING THRUST BLOCKING THRUST BLOCKING

DEAD END

PLAN - HORIZONTAL BEND

THRUST BLOCKING THRUST BLOCKING

TEE

SECTION A-A SECTION E-E

SECTION B-B

SECTION C-C

SECTION D-D

SECTION F-F

22 1/2%%d

Engineers Architects

Revisions: Date

Drawing Title

Location

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS: PROJECT MANAGER

/1

/2

:2 :5

A

M

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs # ' COPYRIGHT Apogee Consulting Group, P.A.

F il e P a th

224000

1009 Bayou Place

Alexandria, LA 71303

Surveyors

Tel. (318) 445-6571 Fax. (318) 448-0257

EngineersArchitects

Ballard Project Number

TUSCALOOSA, AL, 35404

3701 LOOP ROAD

TUSCALOOSA VA MEDICAL CENTER

Approved

Project Title VA PROJECT NUMBER

Building Number

Drawing Number

Dwg. of

Date Checked Drawn

BCLC BCLC

CORRECT FAILING SANITARY

SEWER, WATER MAIN, AND

FIRE PROTECTION DEFICIENCIES

679-21-102

N/A

DEC. 29, 2023 27

U.S. Department of Veterans Affairs

LI

EN

DESCA

L A A M

A B

J A

M

E S

BR YAN

BU

T L

E R

E

NGINE

RE

PROFESSIONAL

S SS

NOTE: NOT ALL SYMBOLS MAY BE USED ON THIS PROJECT

SEMI-RECESSED SPRINKLER HEAD

UPRIGHT SPRINKLER HEAD

FIRE LINEFL

CONCEALED SPRINKLER HEAD

PENDANT SPRINKLER HEAD

SIDEWALL SPRINKLER HEAD

FIRE DEPARTMENT CONNECTION (FDC)

FIRE DRAINDRAIN

POINT OF NEW CONNECTION

LIMIT OF DEMOLITION

NEW WORK KEYNOTE

DEMOLITION KEYNOTE

FIRE PROTECTION CONTRACTORFPC

TAMPER SWITCH

FLOW SWITCH

CHECK VALVE

GATE VALVE

EXTERIOR ALARM GONG (WATER ACTIVATED)

TEST AND DRAIN ASSEMBLY

BACKFLOW PREVENTER

T&D

TS

FS

ORDINARY HAZARD

GROUP 1 OCCUPANCY

DETAIL OR SECTION MARK

SHOWN ON DRAWING

DETAIL MODULE NUMBER

ORDINARY HAZARD

GROUP 2 OCCUPANCY

LIGHT HAZARD

FIRE SUPPRESSION SYMBOLS & ABBREVIATIONS

THE FIRE PROTECTION DRAWING IS DESIGNED TO BE IN CONFORMANCE WITH NFPA 13.

IT IS A PERFORMANCE BASED DRAWING INDICATING THE EXTENT OF FIRE PROTECTION

WORK FOR THE AREA THAT THIS DRAWING REPRESENTS. THIS DRAWING IS “FOR

INFORMATION ONLY”, AS A REFERENCE FOR THE FIRE PROTECTION CONTRACTOR TO

BASE THE DESIGN OF THE FIRE PROTECTION SYSTEM ON. THE CONTRACTOR SHALL

VERIFY THE EXACT CONDITIONS THAT THIS DRAWING REPRESENTS, INCLUDING ANY

PERCEIVED CONCEALED SPACES, AND THE BUILDING TYPE AND CONSTRUCTION,

PRIOR TO THE START OF WORK. REFER TO NFPA 13, AND THE PROJECT

SPECIFICATIONS FOR OTHER FIRE PROTECTION REQUIREMENTS.

1. LOCATIONS SHOWN FOR EXISTING FIRE PROTECTION PIPE AND EQUIPMENT ARE APPROXIMATE. FIELD VERIFY THE EXACT LOCATIONS OF EXISTING FIRE PROTECTION LINES AND EQUIPMENT INCLUDING RISERS AND VALVES PRIOR TO START OF

WORK.

2. COORDINATE WITH COR FOR ANY SHUTDOWNS OR PLANNED INTERRUPTIONS OF THE FIRE PROTECTION SERVICE. GIVE THE

COR THREE (3) DAYS NOTICE PRIOR TO PLANNED SHUTDOWN OR INTERRUPTION.

3. COORDINATE DEMOLITION OF FIRE PROTECTION PIPING WITH OTHER PIPING WHICH IS NOT TO BE REMOVED. PROTECT

OTHER PIPING WHICH IS NOT TO BE REMOVED FROM DAMAGE, DIRT, AND DEBRIS.

4. FIRE PROTECTION RELATED EQUIPMENT AND PIPING WHICH IS REMOVED FROM THE BUILDING IS TO BE TAKEN OFFSITE AND

DISPOSED OF.

FIRE SUPPRESSION DEMOLITION GENERAL NOTES

1. USE NFPA-13 (CURRENT EDITION), “PLANS AND CALCULATIONS” CHAPTER AS A GUIDELINE WHEN PREPARING SUBMITTALS FOR REVIEW. DISREGARD ONLY THOSE ITEMS NOT APPLICABLE TO THE INDIVIDUAL BUILDING SYSTEM. FIRE PROTECTION MATERIALS, EQUIPMENT AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA-13 FOR THE

INSTALLATION OF AUTOMATIC SPRINKLER SYSTEM.

2. INSTALLATION SHALL COMPLY WITH NFPA AND VA REQUIREMENTS. SYSTEM SHALL ALSO BE IN COMPLIANCE WITH ALL

REQUIRED PLUMBING CODES.

3. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS AND ROOM FINISH SCHEDULE WHICH INDICATE CEILING HEIGHTS.

COORDINATE WITH ARCHITECT'S REFLECTED CEILING PLAN FOR LOCATION OF SPRINKLER HEADS IN AREAS WITH CEILINGS.

LOCATE HEADS IN AREAS WITHOUT CEILINGS AS REQUIRED BY NFPA AND VA REQUIREMENTS FOR THE APPROPRIATE

HAZARD CLASSIFICATION.

4. THIS FACILITY IS FULLY SPRINKLERED. FIRE SUPPRESSION SYSTEM SHALL BE WET PIPE TYPE SYSTEM WITH COMPLETE SPRINKLER PROTECTION UNLESS NOTED OTHERWISE. SYSTEM TO BE DESIGNED AS REQUIRED BY NFPA AND VA

REQUIREMENTS FOR THE APPROPRIATE HAZARD CLASSIFICATION.

5. PIPING IS SHOWN IN SCHEMATIC FORM TO INDICATE APPROXIMATE ARRANGEMENT OF EQUIPMENT AND PIPING. SPRINKLER CONTRACTOR SHALL DESIGN THE SYSTEM AND ROUTE PIPING AS REQUIRED FOR CONFORMANCE WITH ACTUAL BUILDING CONDITIONS AND NFPA REQUIREMENTS. COORDINATE SPRINKLER WORK WITH ALL OTHER TRADES TO AVOID CONFLICT.

6. SUPPORT NEW PIPING AND EQUIPMENT FROM STRUCTURE. PROVIDE ALL SUPPLEMENTAL STEEL TO SPAN BETWEEN PRIMARY BUILDING STRUCTURAL MEMBERS. DESIGN SUPPLEMENTAL STEEL AND SUPPORTS INCLUDING REACTION LOADS

AT PRIMARY BUILDING STRUCTURAL MEMBERS.

7. CLEAN ENTIRE WORK AREA OF ALL DUST, DIRT, AND OTHER DEBRIS. MAINTAIN WORK AREA IN CLEAN CONDITION.

8. PROVIDE ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, ETC. REQUIRED FOR COMPLETE AND FUNCTIONAL SYSTEM AS

SPECIFIED AND INDICATED ON THE DRAWINGS.

9. REPAIR OR REPLACE NON-CONFORMING AND INADEQUATE WORK AT NO ADDITIONAL COST TO THE VA.

10. PROVIDE FIRE STOPS / SEALANT AT ALL PIPE PENETRATIONS THROUGHOUT FIRE RATED WALLS. REVIEW ARCHITECTURAL

PLANS PRIOR TO BIDDING AND INDICATE PENETRATIONS ON SPRINKLER LAYOUT SUBMITTAL.

11. FLOW AND TAMPER SWITCHES ARE TO BE PURCHASED AND INSTALLED AS WORK OF DIVISION 21. PROVIDE WIRING TO FLOW

AND TAMPER SWITCHES AS WORK OF DIVISION 26.

12. WATER SERVICE AND DETECTOR TYPE REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER TO BE PROVIDED AND TESTED AS WORK OF DIVISION 22. INCORPORATE ASSOCIATED PRESSURE DROP OF SELECTED BACKFLOW PREVENTER

DEVICE IN HYDRAULIC CALCULATIONS.

FIRE SUPPRESSION GENERAL NOTES

1. DURING THE TIME THAT THE FIRE PROTECTION RENOVATION WORK IS BEING PERFORMED, AND THE FIRE PROTECTION SYSTEM IS OUT OF COMMISSION, CONTRACTOR SHALL HAVE SUFFICIENT PERSONNEL ONSITE TO KEEP A “FIRE WATCH” ON THE FACILITY IN ACCORDANCE WITH VA REQUIREMENTS. AN OUT OF SERVICE TAG MUST BE PLACED AT THE FIRE ALARM PANEL AND THE FIRE DEPARTMENT CONNECTION. REFER TO INTERNATIONAL FIRE CODE CHAPTER 9, SECTION 901.7.

2. FIRE WATCH…