36C25619R0071-004.pdf

PDF 9 MB Posted May 3, 2019

Attached to: Project No. 586-18-118 "Replace Elevated Water Storage Tank" (VA-19-00048338)
Solicitation number: 36C25619R0071
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 16

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36C25619R0071 Contract Dwgs.pdf

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COVER SHEET

Bradley J. Martin

Construction Drawings

Project Location

PROJECT NO. 586-18-118

INDEX OF DRAWINGS

DEPARTMENT OF VETERANS AFFAIRS

G.V. (SONNY) MONTGOMERY VAMC

JACKSON, MS

NEW WATER WELL & TREATMENT

STATION

3N o. 4

S T

ETA

O F

ANAISILO U

R EG I S T E R E D A

TCETIHCR

CO CONSTRUCTION LIMITS

C1 EXISTING CONDITIONS & DEMOLITION PLAN

C2 OVERALL SITE PLAN

C3 GRADING & DRAINAGE PLAN

T1 COMPOSITE TANK DETAIL

SD1 STANDARD DETAILS

ARCHITECTURAL

CIVIL

A1 ARCHITECTURAL PLAN, SECTIONS AND ELEVATIONS

A2 STRIPING, SIGNAGE PLANS AND TEMPORARY FENCE DETAILS

MG BB

COVER

VICINITY

G002 SURVEY

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

5190 Canal Boulevard, Suite 201 New Orleans, LA 70124 (504)835-8013

LACHIN

Architects, apc

Architecture . Planning . Project Management

Office of Construction and Facilities Management

U.S. Department of Veterans

Affairs

Michael G. LachinRevisions: Date:

Replace Elevated Water Storage Tank

1500 E. Woodrow Wilson Dr. Jackson, MS 39216

586-18-118

March 14, 2019

1Scott C. Woods and Associates

Mechanical Engineers

SCWA

REPLACE ELEVATED WATER

STORAGE TANK

PART NO. 1

PART NO. 2

SCOPE OF WORK

GENERAL:

1. THE CONTRACTOR SHALL REPAIR, RESTORE, AND

REPLACE PORTIONS OF CONSTRUCTION WHERE

INDICATED ON DRAWINGS OR AS REQUIRED TO

INSTALL THE WORK. ANY PORTIONS OF THE

CONSTRUCTION WHICH ARE CRACKED, SPALLED,

BROKEN, MISSING, OR OUT OF LINE OR

ADJUSTMENT, MECHANICALLY OR STRUCTURALLY

UNSOUND OR UNSAFE SHALL BE REMOVED,

REPLACED, RESTORED OR SATISFACTORILY

REPAIRED.

2. ALL WORK SHALL BE PERFORMED IN CONFORMANCE

WITH APPLICABLE STANDARD SPECIFICATIONS.

WORKMANSHIP AND MAINTAINING STANDARDS OF

QUALITY SHALL BE THE RESPONSIBILITY OF THE

GENERAL CONTRACTOR. THE GENERAL

CONTRACTOR SHALL PROVIDE ALL WORK SHOWN IN

THESE CONTRACT DOCUMENTS AND IS REQUIRED TO

PROVIDE A COMPLETE, FINISHED, FULLY OPERABLE

INSTALLATION, UNLESS OTHERWISE NOTED. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR AND EACH OF

THE SUBCONTRACTORS TO BE ACQUAINTED WITH ALL

PROJECT REQUIREMENTS AND BUILDING STANDARDS

REGARDLESS OF WHETHER THEY HAVE BEEN

SPECIFICALLY REFERENCED IN THE DOCUMENTS OR

NOT.

PART 1:

1. CONSTRUCT NEW WATER WELL AND 8" WATER

LINE TIED INTO EXISTING WELL WATER LINE

2. RELOCATE TREATMENT EQUIPMENT TO

TEMPORARY LOCATION

3. CONSTRUCT NEW WELL TREATMENT BUILDING

INCLUSIVE OF ALL UTILITY SERVICES AND

EQUIPMENT.

4. INSTALL NEW IRON FENCE AND GATE WITH

HARDWARE AROUND NEW WELL ADDITIONALLY

TIE EXISTING IRON FENCE TO WELL BUILDING

5. REPAIR ALL PAVING AND BACKFILL EXCAVATED

AREAS WHERE EXISTING HAS BEEN DISTRUBED

PART 2:

1. CONSTRUCT NEW 300,000 GALLON WATER TOWER

INCLUSIVE OF ALL UTILITIES, FOUNDATION,

EQUIPMENT FOR A COMPLETE OPERABLE SYSTEM

2. EXTEND UTILITIES FROM TOWER TO WELL

TREATMENT BUILDING AND/OR UTILITY TIE-INS

PER CONTRACT DOCUMENTS

3. INSTALL PROTECTIVE BOLLARDS AROUND WATER

TOWER

4. RESTORE ASPHALT, PAVING AND EXCAVATIONS

WHERE DISTURBED

5. ONCE NEW TOWER IS FULLY ONLINE AND ALL

REQUIREMENTS OF THE AHJ HAVE BEEN

SATISFIED REMOVE THE EXISTING TOWER IN ITS

ENTIRETY

6. RE-STRIPE PARKING AREAS, PAINT CURBS AND

INSTALL SIGNAGE

MEP

M1 MECHANICAL PLAN, DETAILS AND SCHEDULES

P1 WELL PLAN AND ELEVATIONS

P2 OVERALL SITE PLAN

E1 ELECTRICAL LEGEND, SCHEDULES AND INDEX

E2 SITE PLAN - EXISTING CONDITIONS

E3 SITE PLAN - MODIFIED ELECTRICAL

E4 ENLARGED TREATMENT BUILDING, PLANS-ELECTRICAL

E5 CENTRAL TELEMETRY UNIT PANEL

E6 EXISTING WELL NO. 1 (MC1) CONTROL PANEL ONE LINE DIAGRAM

E7 NEW WELL NO. 2 (MC2) CONTROL PANEL ONE LINE DIAGRAM

AutoCAD SHX Text

AutoCAD SHX Text Ph. (601)859-9864/Fax (601)859-2564/Email www.scweng.com

AutoCAD SHX Text 112 Lone Wolf Dr./Madison, Ms 39110

AutoCAD SHX Text

SCWA #17-079

Existing

Building

Curb Inlet:

Top = 349.64

Gutter = 348.74

Inv. Trough =

347.33

Inv. 18" RCP =

342.31

SURVEY

Bradley J. Martin

Construction Drawings

G002

THE SURVEY REPRODUCED HEREON IS INCLUDED FOR GENERAL REFERENCE &

FOR THE BENEFIT OF THE VARIOUS REVIEW AGENCIES. NEITHER THE OWNER

NOR ARCHITECT WARRANTS THE ACCURACY OF SAME BY INCLUSION HEREIN.

COPIES OF THE ORIGINAL SURVEY ARE AVAILABLE FROM THE OWNER FOR THE

CONTRACTOR'S USE AT THE CONTRACTOR'S EXPENSE.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

5190 Canal Boulevard, Suite 201 New Orleans, LA 70124 (504)835-8013

LACHIN

Architects, apc

Architecture . Planning . Project Management

Office of Construction and Facilities Management

U.S. Department of Veterans

Affairs

Michael G. LachinRevisions: Date:

Replace Elevated Water Storage Tank

1500 E. Woodrow Wilson Dr. Jackson, MS 39216

586-18-118

March 14, 2019

Part 2

Scott C. Woods and Associates

Mechanical Engineers

SCWA

AutoCAD SHX Text

AutoCAD SHX Text 348.95

AutoCAD SHX Text pk1

AutoCAD SHX Text

AutoCAD SHX Text 318.90

AutoCAD SHX Text

AutoCAD SHX Text 529.33

AutoCAD SHX Text ovflow

AutoCAD SHX Text

AutoCAD SHX Text 355.96

AutoCAD SHX Text tn7

AutoCAD SHX Text

AutoCAD SHX Text 354.38

AutoCAD SHX Text fpk8

AutoCAD SHX Text

AutoCAD SHX Text 342.31

AutoCAD SHX Text inv18rcp

AutoCAD SHX Text

AutoCAD SHX Text 347.33

AutoCAD SHX Text inv/trh

AutoCAD SHX Text

AutoCAD SHX Text 349.80

AutoCAD SHX Text ci

AutoCAD SHX Text

AutoCAD SHX Text 349.68

AutoCAD SHX Text ci

AutoCAD SHX Text

AutoCAD SHX Text 349.63

AutoCAD SHX Text ci

AutoCAD SHX Text

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AutoCAD SHX Text ci

AutoCAD SHX Text

AutoCAD SHX Text 349.60

AutoCAD SHX Text boc/ci

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BOC

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AutoCAD SHX Text 351.20

AutoCAD SHX Text sig/mh

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AutoCAD SHX Text 351.56

AutoCAD SHX Text

BOC

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text 351.08

AutoCAD SHX Text

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AutoCAD SHX Text

BOC

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BASE1

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AutoCAD SHX Text

OWNER

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

JOB NO.

AutoCAD SHX Text

SHEET NO.

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HEFLIN ENGINEERING, INC.

AutoCAD SHX Text

P.O. BOX 47

AutoCAD SHX Text

BRANDON MISSISSIPPI 39043

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DEC 2018

AutoCAD SHX Text

NOT TO SCALE

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TOPOGRAPHIC SURVEY

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

G.V. (SONNY) MONTGOMERY

AutoCAD SHX Text

VA MEDICAL CENTER

AutoCAD SHX Text

VA HOSPITAL - TANK & ELEVATOR

AutoCAD SHX Text 18018

AutoCAD SHX Text Ph. (601)859-9864/Fax (601)859-2564/Email www.scweng.com

AutoCAD SHX Text 112 Lone Wolf Dr./Madison, Ms 39110

SCWA #17-079

FD.

1 1 1

ELECTRICAL CONTROL

PANEL

BATTERY

CHARGER

NOTE: SLOPE FLOORS OF CHLORINE

ROOM AND EQUIPMENT ROOM TO FLOOR

DRAINS AT .4% FROM CORNER TO

CORNER. NO DRAIN OR SLOPE REQ'D IN

THE ELECTRICAL CONTROL ROOM.

NOTE: ALL ECTRICAL WIRING AND

CONDUITS SHALL BE CONCEALED IN

WALLS AND ATTIC OR UNDER FLOOR

SLAB

UNDERGROUND POWER

CABLE TO PUMP MOTOR

UNDERGROUND EMERG POWER CABLE

FROM GENERATOR TO MANUAL POWER

TRANSFER SWITCH

U N

D E

R G

R O

U N

E L E

C T

R I C

A L

E R

V I C

A I N

EXTERIOR DOOR W/ HOLLOW METAL FRAME

REFER TO SCHEDULE FOR DOOR MATERIAL AND DIMENSIONS

CLOSER INSTALLED ON ALL DOORS

JAMB

ANCHORS @

16" O.C.

VERTICAL

APPLY SEALANT

AROUND EXTERIOR

PERIMETER OF

FRAME

HEAD

JAMB

CMU BOND BEAM

W/ 2 # 5 RE BAR

STL. REINF.

CMU LINTEL

FULLY GROUT

DOOR HEAD

AND JAMB

ALIGN

FRAME W/

EXT. FACE

1 1 1

F.F.L

0' - 0"

SLOPE FINISH GRADE AWAY

FROM BUILDING @ 1/8" PER

FOOT FOR MIN. 10'

PREFINISHED

CORROGATED METAL

ROOF COLOR T.B.D.

ALUMINUM FLASHING

WALL MOUNTED LIGHTS

CORROGATED METAL

ROOF

ROOF FELT

3/4" PLYWOOD DECK

2 X 8 NOM. WOOD

JOISTS @ 16" O.C.

2X4 NOM. CEILING

JOISTS @ 16" O.C.

CEILING LIGHTS

RE: RCP.

OUTDOOR LIGHT

8 X 16 NOM. CMU

BLOCK WALL W/ TRUSS

TYPE REINFORCING @

16" O.C. VERTICALLY

TREATED WOOD BLOCKING

SOFFIT

6" CONT. REINFORCED

CONCRETE SLAB

CONTINOUS PERIMETER

FOOTING

5/8" GYPSUM

SHEATHING CEILING

(PAINTED)

DOOR SCHEDULE

DOOR

TYPE

SIZE DOOR MATRL. DOOR FINISH FRAME MATRL. FRAME FINISH THRSHD HDWR. REMARKS

1 A 3'-0" X 7'-0" ALUMINUM MILL HOLLOW METAL MILL ALUMINUM LOCK SET CLOSER

F.F.L

0' - 0"

MOISTURE

BARRIER

CONTINUOUS

UNDER SLAB

CONT. REINF.

CONC. SLAB

4-#5 REBAR

WITH #3

STIRRUPS 24"

ON CENTER.1'-6"

#4 @ 12" OC

CORROGATED

METAL ROOF

1/2" SOFFIT BOARD

PAINTED ON ALL SIDES

BEFORE INSTALLATION

1/2" FASCIA BOARD

PAINTED ON ALL

SIDES BEFORE

INSTALLATION

#30 ROOF FELT

3/4" PLYWOOD

SHEATHING

ALUMINUM FLASHING

CONT. OVER BLOCKING

BOND BEAM

CONTINUOS

ALUMINUM SOFFIT

VENT PAINT TO

MATCH SOFFIT

BOARD

TIE DOWN STRAP

@ EACH RAFTER

2X6 TREATED

WOOD BLOCKING

2X8 NOM. WOOD

RAFTERS @ 16"

O.C.

ANCHOR BOLT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

5190 Canal Boulevard, Suite 201 New Orleans, LA 70124 (504)835-8013

Office of Construction and Facilities Management

U.S. Department of Veterans

Affairs

Revisions: Date:

March 14, 2019

Mechanical Engineers

SCWA

SCW HWN

Bradley J. Martin

Construction Drawings

DOOR ELEVATION

FLOOR PLAN ROOF PLAN

BUILDING ELEVATION BUILDING SECTION

SECTION DETAIL

ARCHITECTURAL PLAN, SECTIONS

AND ELEVATIONS.

X X

XXXXXXXXXXXXXXXXXX

X X

X X X X X X X X X X X X X X X X X X X X

X X

TEMPORARY FENCING SEE DETAIL 2/A001

TEMPORARY FENCING

SEE DETAIL 2/A001

PAVEMENT STRIPING,

COLOR TO MATCH

EXISTING

155'-0"

B U

A R

K I N

BUILDING

(NO WORK)

EXISTING WELL

AND PUMP

NEW 300,000 GALLON

COMPOSITE TANK

EXISTING METAL FENCE,

PROTECT FROM DAMAGE

EXISTING METAL FENCE,

PROTECT FROM DAMAGE

EXISTING METAL FENCE,

PROTECT FROM DAMAGE

EXISTING WELL ELECTRICAL

EXISTING METAL GATE,

PROTECT FROM DAMAGE

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

O N

A Y

O N

A Y

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

O N

A Y

O N

A Y

RELOCATE SIGN

"Reserved for Patient / Visitor Parking Only"

TO THIS LOCATION FROM ISLAND

DISPLACED BY NEW TOWER

PAINT CURBING RED &

LABEL "NO PARKING"

PAINT CURBING RED &

LABEL "NO PARKING"

O N

A Y

O N

A Y

NEW PARKING STRIPING IN

AREAS DISTURBED BY NEW

CONSTRUCTION, COLOR &

SIZE TO MATCH EXISTING

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

NEW DIRECTIONAL SIGNAGE

IN AREAS DISTURBED BY NEW

CONSTRUCTION, COLOR &

SIZE TO MATCH EXISTING

PATIENT

ONLY

NEW PARKING SIGNAGE IN AREAS

DISTURBED BY NEW CONSTRUCTION,

COLOR & SIZE TO MATCH EXISTING

NEW DIRECTIONAL SIGNAGE

IN AREAS DISTURBED BY NEW

CONSTRUCTION, COLOR &

SIZE TO MATCH EXISTING

ONE WAY

NEW DIRECTIONAL SIGNAGE

IN AREAS DISTURBED BY NEW

CONSTRUCTION

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

PATIENT

ONLY

PAINT CURBING RED &

LABEL "NO PARKING",

FONT SIZE TO MATCH

EXISTING

GENERAL NOTES:

1. ALL PAVEMENT STRIPING WITHIN THE AREA OF WORK

OR WHERE NOTED OUTSIDE OF THE FENCED AREA

SHALL BE STRIPED AS INDICATED.

2. ALL PAVING STRIPING COLORS AND PAVING SIGNANGE

ARE TO MATCH EXISTING UNLESS NOTED OTHERWISE.

3. ALL PAVING SIGNANGE SIZES ARE TO MATCH EXISTING.

WELL BUILDING

PART 1

PAINT CURBING RED & LABEL

"NO PARKING"

ACCESSIBLE PARKING SIGN,

COLOR & SIZE TO MATCH EXISTING

NEW DIRECTIONAL SIGNAGE

IN AREAS DISTURBED BY NEW

CONSTRUCTION, COLOR &

SIZE TO MATCH EXISTING

9'-0" TYP

Y P

I N

EXISTING DIRECTIONAL SIGNAGE

NEW TRAFFIC STOP BAR, SIZE

& COLOR TO MATCH EXISTING

16'-0" MIN

16'-0"

DANGER

KEEP OUT

CONSTRUCTION AREA

DANGER

KEEP OUT

CONSTRUCTION AREA

10' - 0"

TEMPORARY CHAIN

LINK FENCE

WARNING SIGN,

TYP

SWING GATE

V I F

CORE PAVEMENT AND SET GATE POST

MIN 36" BELOW GRADE. PATCH PAVEMENT

UPON COMPLETION OF WORK

CHAIN AND LOCK BY

GENERAL CONTRACTOR

PRIVACY FABRIC, FULL HEIGHT OF

FENCE (NOT SHOWN FOR CLARITY)

EXISTING PAVING

TEMPORARY FENCE

POST BASE

STRIPING PLAN

Bradley J. Martin

Construction Drawings

MG BB

STRIPING PLAN

SCALE: 1" = 10'

A001

TEMPORARY FENCING

SCALE: 3/8" = 1' - 0"

A001

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

5190 Canal Boulevard, Suite 201 New Orleans, LA 70124 (504)835-8013

LACHIN

Architects, apc

Architecture . Planning . Project Management

Office of Construction and Facilities Management

U.S. Department of Veterans

Affairs

Michael G. LachinRevisions: Date:

Replace Elevated Water Storage Tank

1500 E. Woodrow Wilson Dr. Jackson, MS 39216

586-18-118

March 14, 2019

Part 2

Scott C. Woods and Associates

Mechanical Engineers

SCWA

3N o. 4

S T

ETA

O F

ANAISILO U

R EG I S T E R E D A

TCETIHCR

http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM http://www.TEXASCODEREVIEW.COM AutoCAD SHX Text Ph. (601)859-9864/Fax (601)859-2564/Email www.scweng.com

AutoCAD SHX Text 112 Lone Wolf Dr./Madison, Ms 39110

AutoCAD SHX Text

SCWA #17-079

46'-1"

59'-9"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

5190 Canal Boulevard, Suite 201 New Orleans, LA 70124 (504)835-8013

LACHIN

Architects, apc

Architecture . Planning . Project Management

Office of Construction and Facilities Management

U.S. Department of Veterans

Affairs

Michael G. LachinRevisions: Date:

CONSTRUCTION LIMITS Replace Elevated Water Storage Tank 586-18-118

Bradley J. Martin

March 14, 2019

Construction Drawings

SCW HWN

1500 E. Woodrow Wilson Dr. Jackson, MS 39216

Scott C. Woods and Associates

Mechanical Engineers

SCWA

GRAPHIC SCALE

AutoCAD SHX Text

50'X120' STAGING AREA

AutoCAD SHX Text TEMPORARY CONSTRUCTION FENCE REQ'D, ANCHORED TO PAVEMENT, 6'H W/ PRIVACY SCREEN (PART 2)

AutoCAD SHX Text

CONSTRUCTION LIMITS (PART 2) (155'X120') (50 PARKING SPACES)

AutoCAD SHX Text

86' DIAM. (MIN. REQ'D BOWL CONSTRUCTION LIMITS)REQ'D BOWL CONSTRUCTION LIMITS)

AutoCAD SHX Text 46' DIAM. BOWL (BOWL TO BE CONSTRUCTED AND PAINTED ON GROUND, THEN JACKED INTO PLACE)

AutoCAD SHX Text

24' DIAM. CONCRETE TANK COLUMN

AutoCAD SHX Text NOTES: 1. PRIOR TO CONSTRUCTION, ARCHITECT/ENGINEER SHALL STAKE TANK CENTER AND PRIOR TO CONSTRUCTION, ARCHITECT/ENGINEER SHALL STAKE TANK CENTER AND PROVIDE ONE HORIZONTAL & VERTICAL CONTROL POINT.

AutoCAD SHX Text

EXISTING 50,000 GALLON TANK

AutoCAD SHX Text C0

AutoCAD SHX Text Ph. (601)859-9864/Fax (601)859-2564/Email www.scweng.com

AutoCAD SHX Text 112 Lone Wolf Dr./Madison, Ms 39110

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

James Image

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

5190 Canal Boulevard, Suite 201 New Orleans, LA 70124 (504)835-8013

LACHIN

Architects, apc

Architecture . Planning . Project Management

Office of Construction and Facilities Management

U.S. Department of Veterans

Affairs

Michael G. LachinRevisions: Date:

EXISTING CONDITIONS &

DEMOLITION PLAN

Replace Elevated Water Storage Tank 586-18-118

Bradley J. Martin

March 14, 2019

Construction Drawings

SCW HWN

1500 E. Woodrow Wilson Dr. Jackson, MS 39216

Scott C. Woods and Associates

Mechanical Engineers

SCWA

GRAPHIC SCALE

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

EXISTING IRON FENCE, SALVAGE AND REINSTALL (PART 1)

AutoCAD SHX Text ASPHALT PARKING, REMOVE AND REPLACE AS REQUIRED, SEE ASPHALT REPAIR DETAIL (PART 2)

AutoCAD SHX Text

EXIST. ELECTRICAL DUCT BANK

AutoCAD SHX Text

GRASS ISLAND, REMOVE (PART 2)

AutoCAD SHX Text

EXISTING TANK OVERFLOW STORM INLET, REMOVE (PART 2)

AutoCAD SHX Text

EXISTING TANK FOOTINGS, REMOVE TO 2' BELOW GRADE (PART 2)

AutoCAD SHX Text

GRASS ISLAND (TO REMAIN)

AutoCAD SHX Text

GRASS ISLAND (TO REMAIN)

AutoCAD SHX Text EXISTING CURB INLET: TOP = 349.64 GUTTER = 348.74 INV. TROUGH = 347.33 INV. 18" RCP = 342.31

AutoCAD SHX Text

EXISTING TREE (PROTECT)

AutoCAD SHX Text

EXISTING BACKFLOW PREVENTER, REMOVE (PART 2)

AutoCAD SHX Text

EXIST. ELECTRICAL DUCT BANK

AutoCAD SHX Text

EXISTING 500 GPM WATER WELL (TO REMAIN)

AutoCAD SHX Text

EXISTING 8" WATER MAIN (TO REMAIN)

AutoCAD SHX Text

EXISTING 50,000 GALLON MULTI-LEG TANK, 175' TALL, REMOVE, SEE NOTE 1. (PART 2)

AutoCAD SHX Text

ASPHALT PARKING

AutoCAD SHX Text

EXISTING WELL ELECTRICAL, RELOCATE TO NEW BUILDING (PART 1)

AutoCAD SHX Text

EXISTING 8" WATER MAIN SITE LOOP

AutoCAD SHX Text

EXISTING 8" WATER MAIN SITE LOOP

AutoCAD SHX Text

EXISTING CHEMICAL EQUIPMENT RELOCATE (PART 1)

AutoCAD SHX Text

TEMPORARY LOCATION FOR CHLORINE TREATMENT SYSTEM (PART 1)

AutoCAD SHX Text

EXISTING SIGNS. COORDINATE RELOCATION WITH OWNER

AutoCAD SHX Text

PROPOSED 300,000 GALLON ELEVATED TANK WITH SITE IMPROVEMENTS (PART 2)

AutoCAD SHX Text

PROPOSED WATER WELL WITH IRON FENCE IN GRASS ISLAND (PART 1)

AutoCAD SHX Text

PROPOSED 8" WATER MAIN (PART 1)

AutoCAD SHX Text

PROPOSED WELL BUILDING (PART 1)

AutoCAD SHX Text

PROPOSED INFLUENT/EFFLUENT WATER MAINS (PART 2)

AutoCAD SHX Text NOTES: 1. CONTRACTOR SHALL REMOVE EXISTING TANK AFTER NEW TANK IS ONLINE. CONTRACTOR SHALL REMOVE EXISTING TANK AFTER NEW TANK IS ONLINE. TANK SHALL BE REMOVED OFF-SITE AND BECOME PROPERTY OF THE CONTRACTOR. COORDINATE REMOVAL WITH OWNER AND ENGINEER.

AutoCAD SHX Text C1

AutoCAD SHX Text Ph. (601)859-9864/Fax (601)859-2564/Email www.scweng.com

AutoCAD SHX Text 112 Lone Wolf Dr./Madison, Ms 39110

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

5190 Canal Boulevard, Suite 201 New Orleans, LA 70124 (504)835-8013

LACHIN

Architects, apc

Architecture . Planning . Project Management

Office of Construction and Facilities Management

U.S. Department of Veterans

Affairs

Michael G. LachinRevisions: Date:

OVERALL SITE PLAN Replace Elevated Water Storage Tank 586-18-118

Bradley J. Martin

March 14, 2019

Construction Drawings

SCW HWN

1500 E. Woodrow Wilson Dr. Jackson, MS 39216

Scott C. Woods and Associates

Mechanical Engineers

SCWA

GRAPHIC SCALE

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

ASPHALT PARKING

AutoCAD SHX Text

EXIST. ELECTRICAL DUCT BANK

AutoCAD SHX Text

EXISTING TANK OVERFLOW STORM INLET

AutoCAD SHX Text

GRASS ISLAND (TO REMAIN)

AutoCAD SHX Text

GRASS ISLAND (TO REMAIN)

AutoCAD SHX Text EXISTING CURB INLET: TOP = 349.64 GUTTER = 348.74 INV. TROUGH = 347.33 INV. 18" RCP = 342.31 INV. 12" RCP (PROPOSED) = 345.00

AutoCAD SHX Text

EXISTING TREE (PROTECT)

AutoCAD SHX Text

EXIST. BACKFLOW PREVENTER, SEE NOTE 3. (PART 2)

AutoCAD SHX Text

EXIST. ELECTRICAL DUCT BANK

AutoCAD SHX Text

EXISTING 500 GPM WATER WELL (TO REMAIN)

AutoCAD SHX Text

EXISTING 50,000 GALLON MULTI-LEG TANK

AutoCAD SHX Text

ASPHALT PARKING

AutoCAD SHX Text

EXISTING WELL ELECTRICAL, RELOCATE TO NEW BUILDING (PART 1)

AutoCAD SHX Text

EXISTING 8" WATER MAIN SITE LOOP

AutoCAD SHX Text

NEW WELL TREATMENT BUILDING (PART 1)

AutoCAD SHX Text

TEMPORARY LOCATION FOR CHLORINE TREATMENT SYSTEM (PART 1)

AutoCAD SHX Text

PUMP ROOM

AutoCAD SHX Text

CHLORINE

AutoCAD SHX Text

ELECT

AutoCAD SHX Text

NEW WATER WELL WITH IRON FENCE IN GRASS ISLAND (PART 1)

AutoCAD SHX Text

CHLORINE TAP BOX, SEE DETAIL (PART 2)

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NEW 8" WATER MAIN (PART 1)

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WATER LINE CROSSING (DO NOT CONNECT)

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SEE NOTE 2. (PART 2)

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NEW 10" HDPE INFLUENT LINE, SEE NOTE 1 (PART 2)

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NEW 10" HDPE EFFLUENT LINE, SEE NOTE 1 (PART 2)

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2" ELECTRICAL CONDUIT (PART 2)

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(3) 1.5" PVC CONDUIT (PART 2) 1.5" PVC CONDUIT (PART 2) - 1/4" HDPE TUBING FOR SAMPLING (PART 2) - CONTROL SIGNAL WIRE (PART 1) - SPARE

AutoCAD SHX Text

CONNECT EXIST. 8' IRON FENCE TO NEW BUILDING, EACH SIDE (PART 1)

AutoCAD SHX Text 6" PVC SDR-26 DRAIN PIPE @ 0.5% MIN., CONNECT FROM WELL BLDG DRAIN TO TANK FLOOR DRAIN (PART 2)

AutoCAD SHX Text 3'X3' CATCH BASIN W/ GRATE FOR TANK OVERFLOW TOP = 351.00' INV = 346.50' (PART 2)

AutoCAD SHX Text 6" CONC. SIDEWALK W/ #4 REINF. @ 16" O.C.E.W. W/ 6' CONTROL JOINTS. TYPE 1 CURB & GUTTER (PART 2)

AutoCAD SHX Text

12" RCP, 60 LF (PART 2)

AutoCAD SHX Text NOTES: 1. ALL INFLUENT/EFFLUENT PIPING UNDER PAVEMENT SHALL BE 10" HDPE, ALL INFLUENT/EFFLUENT PIPING UNDER PAVEMENT SHALL BE 10" HDPE, PE3408, DR11. ALL INFLUENT/EFFLUENT PIPING OUTSIDE OF PAVEMENT SHALL BE 8" C900 PVC UNLESS NOTED OTHERWISE. 2. 8" CROSS REQ'D W/ (3) 8" GATE VALVES. AFTER NEW TANK IS ONLINE, 8" CROSS REQ'D W/ (3) 8" GATE VALVES. AFTER NEW TANK IS ONLINE, PLUG WEST VALVE AND DISCONNECT LINE TO EXISTING TANK. 3. AFTER NEW TANK IS ONLINE, REMOVE BACKFLOW PREVENTER AND FITTINGS AFTER NEW TANK IS ONLINE, REMOVE BACKFLOW PREVENTER AND FITTINGS TO 2' BELOW GRADE. PLUG EXISTING LINES ON EACH SIDE. BACKFLOW PREVENTER SHALL REMAIN THE PROPERTY OF THE OWNER. 4. COORDINATE ALL WATER CONNECTIONS AND DISCONNECTIONS AND THE COORDINATE ALL WATER CONNECTIONS AND DISCONNECTIONS AND THE SEQUENCING OF EACH WITH ENGINEER AND OPERATOR.

AutoCAD SHX Text

6" STEEL BOLLARDS @ 6' SPACING O.C. (PART 2)

AutoCAD SHX Text

REMOVABLE BOLLARD (PART 2)

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300,000 GALLON COMPOSITE TANK (PART 2)

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EXISTING 8" WATER MAIN SITE LOOP

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

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8" HOT TAP W/ VALVE (PART 2)

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FIRE HYDRANT ASSEMBLY (PART 2)

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WELL BLDG. CORNER AT EX. BOC CORNER. COORD. LOCATION W/ ARCHITECT (PART 1)

AutoCAD SHX Text C2

AutoCAD SHX Text Ph. (601)859-9864/Fax (601)859-2564/Email www.scweng.com

AutoCAD SHX Text 112 Lone Wolf Dr./Madison, Ms 39110

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

5190 Canal Boulevard, Suite 201 New Orleans, LA 70124 (504)835-8013

LACHIN

Architects, apc

Architecture . Planning . Project Management

Office of Construction and Facilities Management

U.S. Department of Veterans

Affairs

Michael G. LachinRevisions: Date:

GRADING & DRAINAGE PLAN Replace Elevated Water Storage Tank 586-18-118

Bradley J. Martin

March 14, 2019

Construction Drawings

SCW HWN

1500 E. Woodrow Wilson Dr. Jackson, MS 39216

Scott C. Woods and Associates

Mechanical Engineers

SCWA

GRAPHIC SCALE

AutoCAD SHX Text 351.25

AutoCAD SHX Text 352.00

AutoCAD SHX Text 350.50

AutoCAD SHX Text 351.00

AutoCAD SHX Text 351.75

AutoCAD SHX Text 352.50

AutoCAD SHX Text 351.25

AutoCAD SHX Text 351.75

AutoCAD SHX Text 352.57

AutoCAD SHX Text 6.25%

AutoCAD SHX Text 1.0%

AutoCAD SHX Text 5.3%

AutoCAD SHX Text 351.85

AutoCAD SHX Text 1.0%

AutoCAD SHX Text 351.10

AutoCAD SHX Text 1.0%

AutoCAD SHX Text 351.20

AutoCAD SHX Text 351.30

AutoCAD SHX Text 351.75

AutoCAD SHX Text 351.11

AutoCAD SHX Text 351.61

AutoCAD SHX Text 351.00

AutoCAD SHX Text 3.5%

AutoCAD SHX Text 3.6%

AutoCAD SHX Text 6.0%

AutoCAD SHX Text 7.33%

AutoCAD SHX Text 1.5%

AutoCAD SHX Text 3.2%

AutoCAD SHX Text 1.0%

AutoCAD SHX Text 1.5%

AutoCAD SHX Text 1.0%

AutoCAD SHX Text 4.11%

AutoCAD SHX Text 3.85%

AutoCAD SHX Text 2.5%

AutoCAD SHX Text 2.73%

AutoCAD SHX Text 351.97

AutoCAD SHX Text 1.5%

AutoCAD SHX Text 3.38%

AutoCAD SHX Text 4.8%

AutoCAD SHX Text 351.68

AutoCAD SHX Text 2.68%

AutoCAD SHX Text

NEW 10" HDPE INFLUENT LINE, SEE NOTE 1 (PART 2)

AutoCAD SHX Text

NEW 10" HDPE EFFLUENT LINE, SEE NOTE 1 (PART 2)

AutoCAD SHX Text

2" ELECTRICAL CONDUIT (PART 2)

AutoCAD SHX Text

(3) 1.5" PVC CONDUIT (PART 2) 1.5" PVC CONDUIT (PART 2) - 1/4" HDPE TUBING FOR SAMPLING (PART 2) - CONTROL SIGNAL WIRE (PART 1) - SPARE

AutoCAD SHX Text 6" PVC SDR-26 DRAIN PIPE @ 0.5% MIN., CONNECT FROM WELL BLDG DRAIN TO TANK FLOOR DRAIN (PART 2)

AutoCAD SHX Text 3'X3' CATCH BASIN W/ GRATE FOR TANK OVERFLOW TOP = 351.00' INV = 346.50' (PART 2)

AutoCAD SHX Text 6" CONC. SIDEWALK W/ #4 REINF. @ 16" O.C.E.W. W/ 6' CONTROL JOINTS. TYPE 1 CURB & GUTTER (PART 2)

AutoCAD SHX Text

12" RCP, 60 LF (PART 2)

AutoCAD SHX Text

6" STEEL BOLLARDS @ 6' SPACING O.C. (PART 2)

AutoCAD SHX Text

REMOVABLE BOLLARD (PART 2)

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300,000 GALLON COMPOSITE TANK FFE = 351.75 (PART 2)

AutoCAD SHX Text 351.90

AutoCAD SHX Text 351.40

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

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CONTROL JOINT (TYP.)

AutoCAD SHX Text C3

AutoCAD SHX Text Ph. (601)859-9864/Fax (601)859-2564/Email www.scweng.com

AutoCAD SHX Text 112 Lone Wolf Dr./Madison, Ms 39110

AutoCAD SHX Text

AutoCAD SHX Text 1/4 inch = 1 ft.

AutoCAD SHX Text

( IN FEET )

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NORTH

1. DESIGN CRITERIA

1.A. THE TANK AND SUPPORT STRUCTURE SHALL BE DESIGNED, FABRICATED, AND ERECTED IN

ACCORDANCE WITH AWWA D107-10 AND THE PROJECT SPECIFICATIONS.

1.B. LOADING CRITERIA:

1.B.A. DESIGN WIND VELOCITY - 92 MPH

1.B.B. DESIGN SNOW LOAD - 5 PSF

1.B.C. MCE SPECTRAL RESPONSE ACCELERATION - 0.2 - SEC PERIOD (S

) - 0.159

1.B.D. MCE SPECTRAL RESPONSE ACCELERATION - 1.0 - SEC PERIOD (S

) - 0.088

2. MATERIALS

2.A. STEEL PLATE: ASTM A283 OR ASTM A36

2.B. STRUCTURAL SHAPES: ASTM A36

2.C. LADDER RUNGS: ASTM A706

3. GENERAL

3.A. ALL ACCESSORIES SHOWN ON THE ELEVATION DRAWING ARE ROTATED FOR CLARITY.

3.B. ALL LADDERS, LADDER SAFETY DEVICES, PLATFORMS, HANDRAILS, ETC. SHALL CONFORM

TO CURRENT OSHA REGULATIONS.

3.C. SURFACE PREPARATION AND COATING REQUIREMENTS SHALL BE IN ACCORDANCE WITH

THE PROJECT SPECIFICATIONS.

3.D. BEFORE ANY PAINTING BEGINS, THE CONTRACTOR MUST PROVIDE A METHOD FOR

PROTECTING BUILDINGS, HOUSES, VEHICLES, BODIES OF WATER, AND ANY OTHER

PROPERTY IN THE IMMEDIATE VICINITY OF THE PAINTING OPERATION FROM BEING SPRAYED

BY PAINT. THE CONTRACTOR MUST PROVIDE SCREENS, CURTAINS, ENCLOSURES OR OTHER

MEANS AVAILABLE TO CONTAIN OVERSPRAY. IF THE CONTRACTOR USES NON-SPRAY

APPLICATION METHODS LIKE BRUSHES AND ROLLERS, DRIPS AND EXCESS PAINT CAN STILL

FALL ON PROPERTY AND VEHICLES BELOW; AND THEREFORE, PROTECTION MUST STILL BE

PROVIDED.

3.E. THE TANK SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA C652-02.

ORIENTATION PLAN

180°

0°

90°270°

SHAFT

WALKWAY

SHAFT LADDER

SHAFT VENT

BOWL MANWAY LADDER

BOWL MANWAY

ACCESS TUBE LADDER

INSIDE TANK LADDER

ACCESS TUBE

OVERFLOW PIPE

AND VALVE

(SEE DETAIL)

INFLUENT PIPE

ELEVATION

LWL = 503.00'

FFE = 351.75'

HWL = 531.00'

46.50' TANK DIAMETER

ROOF

HANDRAIL

ROOF VENT

ACCESS TUBE MANWAY

ROOF MANWAY

PAINTER'S MANWAY

EFFLUENT PIPE W/

EXPANSION JOINT

OVERFLOW PIPE

TANK DRAIN

WALKWAY

SHAFT VENT

REST PLATFORM

BOWL MANWAY LADDER

W/ SAFETY DEVICE

WALKWAY TO ACCESS TUBE LADDER

W/ SAFETY DEVICE

OUTSIDE SHAFT LADDER

W/ SAFETY DEVICE

ACCESS TUBE LADDER

W/ SAFETY DEVICE

INSIDE TANK LADDER

W/ SAFETY DEVICE

SHAFT LADDER

W/ SAFETY DEVICE

EFFLUENT PIPE

OVERHEAD DOOR

PERSONNEL DOOR

INFLUENT PIPE W/

EXPANSION JOINT

TANK MIXING SYSTEM

(SEE NOTE 1)

OVERFLOW

VALVE

12" RCP TO

EX. CURB INLET

(SEE SHEET C2)

6" PVC FLOOR DRAIN @ 0.5% MIN.

W/ 12" X 12" DUCTILE IRON GRATE

AT CENTER SLAB OF TANK FLOOR.

SLOPE FLOOR TO DRAIN @ 1.0%

PIPING DETAIL

8" STAINLESS STEEL INFLUENT PIPE

8" GATE VALVE W/ HANDWHEEL

MAX. 5' HIGH ABOVE FLOOR

(COORD. LOCATION W/ OPERATOR)

(2) 1" WELDED TAPS

W/ BRASS BALL VALVE

(COORD. LOCATION W/ OPERATOR)

8" DUCTILE IRON PIPE

STUBBED 1' ABOVE FLOOR

6" CONCRETE FLOOR

W/ STEEL REINFORCEMENT

DUCTILE IRON BEND

W/ CONCRETE THRUST BLOCK

8" STAINLESS STEEL EFFLUENT PIPE

8" GATE VALVE W/ HANDWHEEL

MAX. 5' HIGH ABOVE FLOOR

(COORD. LOCATION W/ OPERATOR)

(2) 1" WELDED TAPS

W/ BRASS BALL VALVE

(COORD. LOCATION W/ OPERATOR)

8" DUCTILE IRON PIPE

STUBBED 1' ABOVE FLOOR

6" CONCRETE FLOOR

W/ STEEL REINFORCEMENT

DUCTILE IRON BEND

W/ CONCRETE THRUST BLOCK

PIPE

SUPPORTS

FLANGE

CONNECTION

NOTES:

1. TANK MIXING SYSTEM (TMS)

1.A. TANK MIXING SYSTEM SHALL BE TIDEFLEX OR APPROVED EQUAL.

1.B. CONTRACTOR SHALL SUBMIT FINAL TANK MIXING SYSTEM DESIGN AND

SUPPORTING CALCULATIONS FROM MANUFACTURER TO ENGINEER FOR

APPROVAL.

1.C. QUANTITY, SIZE, ELEVATIONS, LOCATIONS, AND DISCHARGE ANGLES OF

INLET NOZZLES SHALL BE BASED ON FINAL TMS DESIGN.

SECTION A-A

UPPER VARIABLE ORIFICE

INLET NOZZLE

LOWER VARIABLE

ORIFICE

INLET NOZZLE

ACCESS TUBE

FAA OBSTRUCTION LIGHTING

13.00" REF.

16.63" REF.

1.00"

0.38"

Ø8.00"Ø13.50"

OVERFLOW VALVE DETAIL

8" ANSI 125/150# FLANGE DRILLING

8 HOLES 0.88" DIAM. THRU ON A

11.75" DIAM. BOLT CIRCLE

NOTES:

1. PROVIDE ONE (1) CHECK VALVE SLEEVE.

2. PROVIDE ONE (1) FLANGE BACK-UP RING.

3. OVERFLOW VALVE SHALL BE 8" SERIES 35

TIDEFLEX OR APPOVED EQUAL.

4. VALVE IS TO BE MOUNTED WITH THE

OUTLET IN THE VERTICAL POSITION.

6" PVC FROM WELL BLDG DRAIN

1% MIN.

6'6"W SIDEWALK

W/ CURB & GUTTER

BOLLARD

(SEE DETAIL)

JUNC. BOX

W/ GRATE

TOP = 351.00'

INV 12" RCP = 346.50'

TANK MIXING SYSTEM

(SEE DETAIL)

SEE NOTE 1

8" FLANGE TEE

NOTES:

1. PROVIDE ONE (1) TEMPORARY 8" D.I. SPOOL PIPE. BOLT INTO PLACE TO DEMONSTRATE

A PROPER CONNECTION, THEN REMOVE AND INSTALL BLIND FLANGES.

24.00'

(SEE SPECS)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

5190 Canal Boulevard, Suite 201 New Orleans, LA 70124 (504)835-8013

LACHIN

Architects, apc

Architecture . Planning . Project Management

Office of Construction and Facilities Management

U.S. Department of Veterans

Affairs

Michael G. LachinRevisions: Date:

COMPOSITE TANK DETAIL Replace Elevated Water Storage Tank 586-18-118

Bradley J. Martin

March 14, 2019

Construction Drawings

SCW HWN

1500 E. Woodrow Wilson Dr. Jackson, MS 39216

Scott C. Woods and Associates

Mechanical Engineers

SCWA

AutoCAD SHX Text

FLOW

AutoCAD SHX Text T1

AutoCAD SHX Text Ph. (601)859-9864/Fax (601)859-2564/Email www.scweng.com

AutoCAD SHX Text 112 Lone Wolf Dr./Madison, Ms 39110

1'-8"

36"

MINIMUM

COVER

4" MIN.

12"

4" MIN.

I N

T H

I C

K N

E S

I C

K N

E S

NOTES:

1. REFER TO ASPHALT AND CONCRETE REPAIR

DETAILS FOR STORM PIPE PLACED IN PAVEMENTS.

2. EACH JOINT OF REINFORCED CONCRETE PIPE

(RCP) SHALL BE WRAPPED WITH A 4 OZ. FILTER

CLOTH, 36" WIDE, CENTERED ON EACH JOINT. THE

WRAP SHALL OVERLAP ITSELF 120 DEGREES AND

BE SECURED TO THE PIPE WITH DUCT TAPE.

NOTES:

1. RAW WATER SUPPLY, SCH 80 PVC

2. CHLORINE FEED LINE, SCH 80 PVC

3. PHOSPHATE FEED LINE, SCH 80 PVC

NOTES:

1. IN TRAFFIC AREAS, CONTRACTOR SHALL TEMPORARILY RESTORE EXCAVATIONS TO GRADE WITH

CRUSHED LIMESTONE #610 (ABSORBED COST) UNTIL FINAL ASPHALT PAVEMENTS ARE PLACED.

1'-8"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

5190 Canal Boulevard, Suite 201 New Orleans, LA 70124 (504)835-8013

LACHIN

Architects, apc

Architecture . Planning . Project Management

Office of Construction and Facilities Management

U.S. Department of Veterans

Affairs

Michael G. LachinRevisions: Date:

STANDARD DETAILS Replace Elevated Water Storage Tank 586-18-118

Bradley J. Martin

March 14, 2019

Construction Drawings

SCW HWN

1500 E. Woodrow Wilson Dr. Jackson, MS 39216

Scott C. Woods and Associates

Mechanical Engineers

SCWA

AutoCAD SHX Text 2x2x¼ < WELD TO COVER

AutoCAD SHX Text

HINGED

AutoCAD SHX Text

ACCESS

AutoCAD SHX Text

DOOR

AutoCAD SHX Text

8" MIN.

AutoCAD SHX Text 18"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text

TO FIT INSIDE OF BOX

AutoCAD SHX Text

LIFTING

AutoCAD SHX Text

LOCK REQ'D.

AutoCAD SHX Text

HANDLE

AutoCAD SHX Text 5'-6"

AutoCAD SHX Text 5'-6"x4'-6" ¼" ALUMINUM COVER W/LIFTING RINGS (HALLIDAY OR APPROVED EQUAL)

AutoCAD SHX Text 18"

AutoCAD SHX Text 6"

AutoCAD SHX Text

3-#4 BARS

AutoCAD SHX Text

CONTIN…

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